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PP - 2437 SOUTHCENTER MALL - BORDERS BOOKS - PERMITS AND PLANS
2437 SOUTHCENTER MALL ASSOCIATED PERMITS 13-F-261 08-F-137 13-S-249 13-S-183 08-S-113 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** p King Co. Assessor's Tax No.: Site Address: 2 � � c.P. i -or mai 1 Suite Number: Floor: Tenant Name: ' C cny'co\yn-ef New Tenant? ❑ - Yes ❑ - No Property Owner's Name: 1 \�\—�'\ - YOnCe .ernfr Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 1..,) \ k\� O�\O`Y\ Grc \ fl �\re fro Day Telephone: L4 1 ' �' '� '714 (C 9 Company Name: Mailing Address: E-mail Address: CityState Zio _ m Fax Number: LA ZG • -}$I' e`'1 s b.L7 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ Fso,('j Scope of Work (please provide detailed information): find d- Cwt � s?r>>'1 -\eT VTAci PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: (�,1 CDk Plan Permit App.doc Day Telephone: Date: MAI ' 1� L\25.1446.1-ThisA 1/2/13 TFD FP Form 8 Li 9-)0 - ( 401110Y% X17= CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION -2t-221 C C 4 I King Co. Assessor's Tax No.: 9202470010 Site Address: out c' = kwila, 98188 Suite Number: Floor: Tenant Name: The Container Store New Tenant? Q Yes E - No Property Owner's Name: Westfield Property Tax Dept. Mailing Address: POB 130940, Carlsbad, CA 92013 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Karina Veliz Day Telephone: 206.349.5889 Company Name: Guardian Security Systems Mailing Address:1743 First Ave South, Seattle, WA 98134 E-mail Address: kveliz@guardiansecurity.com City State Zip Fax Number: 206.628.4990 Total number of new/relocated devices or sprinkler heads: 67 Valuation of Project (contractor's bid price): $ 5000 Scope of Work (please provide detailed information): Adding 67 devices to existing FACP PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING N R OR AUTH RI22ED AGENT:/ �0. 3- . L ") Signature: Date: Print Name: Karina Veliz Day Telephone: 206.349.5889 Plan Permit App.doc 1/2/13 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Borders Books 2437 Southcenter Mall Permit No.: 08-S-113 Date: April 8, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 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 Eft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Protection of escalator opening to comply with section 8.15.4. All references are NFPA 13, 2007 Edition. TU fite?mlection/(de ( nulling J 3 April 2008 Isaac Hemandez Smith Fire Systems 1106 54th Avenue East Tacoma, WA 98424 RE: Westfield Mall — Borders Books Tenant Improvement Independent Third Party Review — Fire Sprinkler System Dear Isaac: Tuazon Engineering, PLLC 4322 NE r Street Renton, WA 98059 425.917.1683 tel 425.917.1705 fax www.tuazon.com As requested, I have performed an Independent Third Party Plan Review on the fire sprinkler system for the above referenced project. It is noted that the sprinkler system modifications shown are to Zone T6 fed from the West Riser Room. The following was reviewed: • Fire Sprinkler Drawings — Sheets 1 and 2 dated 4/2/08 • Hydraulic Calculations dated 4/2/08 The documents were reviewed for compliance with the 2007 NFPA 13, Installation of Sprinkler Systems and Tukwila Municipal Code Chapter 16.42, Sprinkler Systems. I have found the fire sprinkler design to be acceptable subject to the following comments: 1. For Information Only. This system has been designed and calculated using extended coverage sprinklers (Tyco EC -14) at 18' x 18' spacing. These sprinklers are considered "standard response" per specific UL listing for ordinary hazard occupancy (Table B of product data). However, they also meet the "quick response" criteria for light hazard occupancies with respect to minimum flow, pressure, and spacing. 2. Provide spare sprinkler heads at the West Riser Room in accordance with NFPA 13. 3. The two sprinklers located at approximately gridline K / 5.5 are 19 feet apart. The layout should be revised at this location to ensure maximum 18 feet spacing is maintained per the sprinkler's UL listing. A resubmittal to Tuazon Engineering is not required provided the above are resolved to the satisfaction of Tukwila Fire Department. The comments made above do not relieve the contractor from compliance with requirements of contract drawings, specifications, or codes. Tuazon Engineering has performed a detailed review of the submittal for general conformance with the standards referenced. Please contact me at 425-917-1683 or eric(atuazon.com with any questions regarding this review. Respectfully, TUAZON ENGINEERING PLLC Eric P. Tuazon, PE Fire Protection Engineer FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: The Container Store 2437 Southcenter Mall Permit No.: 13-S-249 Date: October 21, 2013 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods 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 for pipe size 2 '/z inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. All code references are NFPA 13, 2010 Edition. r• g�5 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME BORDERS BOOKS T.I.- SOUTHCENTER MALL JOB NO. TI -8032 DATE 4/2/08 ADDRESS 2437 SOUTHCENTER MALL BY ISAAC HERNANDEZ TUKWILA, WASHINGTON 98188 SYSTEM DESIGNATION: WET SYSTEM 1 HAZARD DESCRIPTION: MERCANTILE HAZARD CLASS PER NFPA 13 : (2007) ORDINARY HAZARD GROUP 2 SPECIFIC RULING: RULING MADE BY: OF DENSITY: 0.20 GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM NODE 3 OUTSIDE HOSE 250 GPM IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 NODE 0 TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 149 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 324 SQUARE FEET SPRINKLER MANUFACTURER: TYCO MODEL: EC -14 TEMPERATURE: 155 ° F K -FACTOR: 14K ORIFICE SIZE: 14K WATER SUPPLY: STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM ELEVATION OF TEST: SITE DATE OF TEST: DATA PROVIDED BY: WSFP PLANS OF EXISTING SHELL SYSTEM LOCATION OF TEST: SITE BASE OF RISER DEMAND 482.69 GPM REQUIRED AT 115.68 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 732.69 GPM REQUIRED AT 120.89 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) • PRESSURE IN PSI . 2 -!�'I'ii'a�■aaama�>r�ii..�i.�..l�as�ml�al�als;a6®I �I '■�■ �a■ii • ■■a� ■■■■� ■■■■■■■■■■®■■■■■■■I■■■■■■■e■■■■■■■qG■■■■■■■■■�s■■■U■■i�R■■■i■■n ��ee.� .� ermm..mmemmm c..mmo.m� mmmoa�o am.m:a mm.te..ao ...s .ma m. !mmm .ikil• 1-- iii►. .... ....._ ii 1 um Iih._1111umiIpiI11moohIIIdoIImrnIflI 11umnillIn1111111u11 1 1110111111:jOkiiLt1ll1011h11I1H0IHIII MILIP ■■_ ■�■■■■N■�F lrirlIPAPPRIMPENIPT ■■ ■■ ■ 6111 III �1111111111111111111111011111111111 0111 111110011•117111 pmmoifinmod* illl ��IIII ki ......�� AN itiiqipiihij i u1 111 111 111 110111111111 111 11Elmo I i1� 11111 � � l l lnml �� ll1 11 111111111111111n1�1rl=mini ac� lln ilii villin lommumum m ommum mlllll::illmmlmitgh I'm glia 1111 mm m1� mmm 11111111111111111111111 mmmmmmmmmmmmmmminmiiii mui mr�mi m mm m r- 0 0 0 u11Er1E*1 N 0 n 1111 111 m m mn IIIA n IIIIIuluuuIuuIu�lpiiil i IAn I111nm 1111 1�ioiiiuoiiouioiiow if nil i iii NI 111111111 :I 11111 II III 111 _. tug" 11111 III1 1111 INI 111 1`E1� timing" III hail �i=��I .■■. ■ ■. ■■ ■ I� IIIIIIIINKIHKIOIIHHIIIIII 1111111111 ' + IHOI IpHI ii. llhIf t IUIPI!IOI �: I.u. unj■ 1..■lEiII1iiiikni IHIHIIIHHIII I f i IN. ilium! IliiiiillmIdil fIN 1.11■■■■un■■■■a ..■■■N■■■■iIIIIIIIIia■■■ :■■■ :1::■t t ■... :■ ■ ::n ::::■■i:■■::i �uu I 11111111 IIi:::s:::1:e::l:::iI»:I 1 1111 111 11 + IN11I11 1111 :::::II::�111::::I1C::U::::111-1111 11 =1 111 _NHIIIIIIIHOIIHOIHHIIUIIIIF i=1 li li l1011IIlll _ I I1111111111111 I tt z 0 c m m w N O 0 9 00 1 2 0 v m -1 ��.IlgrikIT&IVIV t t z 0 c c(0 co m� O > rn m O) 2 0 m 31 A 13M V3aV 1A131SA 6 0 W C X11 r u-Ng-rcmriTetwwA rI .31N HI •S 'I'1 SNOO9 S1:12131=1S :'. .111- , • • D' tbSTR 1 syitenis2..the NEIN trie(Poyi-Inie.,,,, 4 = ; FLEXHEAD® IND USTRIES20.) FlexHead® Commercial Ceiling Sprinkler System nstallation Guide Tools Required Standard pipe wrench Safety glasses Adjustable Wrench Screwdriver Materials Required Sprinkler pipe thread sealant Teflon tape WARNING! These installation instructions are for qualified and licensed technicians in the Fire Protection field ONLY. Consult NFPA, FM, UL, state and local code guidelines prior to installation. Failure to follow these specific instructions may cause personal injury. Installation tech- nicians must read the entire manual prior to attempting installation of product. During maintenance or inspection of FlexHead product, facility fire protection system MUST BE INACTIVE. DO NOT ATTEMPT RELOCATION OR MAINTENANCE OF FLEXHEAD PRODUCT WHEN FIRE PROTECTIONS SYSTEM IS "LIVE". 1. Mounting Bracket Assembly For installations with fully concealed sprinkler head, please use mounting bracket extension installation instruction when applicable. A. For this step you will need a 3/8" bolt, 1/4" bolt, universal hub and mounting bracket. B. Select one of the four sprinkler port locations on mounting bracket. C. Thread the 3/8" bolt through side of universal hub. D. (Photo la) Insert tab of universal hub into slot on mounting bracket as shown. E. (Photo lb) Flip bracket over and insert and tighten 1/4" attachment bolt thru pre -punched hole in bracket until tight as shown. 2. Attaching Mounting Bracket A. (Photo 2) Attach Mounting Bracket to T -bar Suspended Ceiling Grid. From above the ceiling, position FlexHead Mounting Bracket legs on to T -bar grid so that the selected hole in support bracket aligns directly above sprinkler head location in ceiling tile. B. Position the two clips at the ends of the support bracket legs on the T -bar grid and push each of the two clips down to snap in place as shown. Be sure the center section of the clip is on the outside of grid and base section is on the inside. Note: For additional support, screw self tapping screw through hole in center tab of bracket into grid. 2A. Optional Attachment for Mounting Bracket to Metal Studs/Gypsum Board Ceiling A. Flip mounting bracket over and install universal hub on desired sprinkler port location. B. (Photo 2A) From above the ceiling, position mounting bracket over metal studs as shown. Align hole in bracket directly over sprinkler hole prepared in ceiling. Attach mounting bracket to metal studs by screwing two 1/4" self tapping screws thru bracket into grid. C. Repeat process on opposite end of bracket. Both ends of bracket should be attached with two self tapping screws. 3. Connect FlexHead to Sprinkler Branch -line A. Apply teflon tape and pipe sealant to one inch (1") threaded end of FlexHead Sprinkler Drop per NFPA guidelines. B. Attach one inch (1") threaded end of FlexHead Sprinkler Drop to branch -line per NFPA, State and local code guidelines. C. (Photo 3) Do not use welded or braided hose section of FlexHead Sprinkler Drop for a wrench- ing surface. Attach FlexHead Sprinkler Drop using rigid pipe end of units as wrenching surface as shown. 4. Secure FlexHead Sprinkler Drop to Mounting Bracket and apply Sprinkler Head. A. (Photo 4a) Bend the flexhead to hold its desired position. The Flexhead sprinkler drop has a 7" minimum bend radius per FM guidelines and 3" minimum bend radius per UL guidelines. Do Onot overbend hose. Insert outlet fitting end of FlexHead Sprinkler Drop through center hole in previously installed mounting bracket and hole in ceiling tile. Make sure the hose is bent suffi- ciently so that the reducing coupling sits per- fectly vertical in center hole of support bracket. Do not torque or twist FlexHead during installa- tion process. B. (Photo 4b) Attach sprinkler head, properly pre- pared with teflon tape and sealant to FlexHead Sprinkler Drop according to NFPA and sprinkler head manufacturer's guidelines. C. (Photo 4c) Adjust FlexHead Sprinkler height to accommodate type of sprinkler head. When sprinkler head is in desired location, tighten the fastening bolt on center hub of support bracket by turning clockwise with wrench until tight as shown. 5. Completing Installation A. Test installation of sprinkler system for any leaks per NFPA Guidelines. B. Install sprinkler escutcheon from below ceiling per manufacturers guidelines. FlexHead Commercial Ceiling Sprinkler System Mounting Bracket Extension Assembly Note: Bracket leg extensions may be needed for some concealed sprinkler installations in order to raise the height of the bracket and allow the sprinkler to be adjusted to the proper height in relation to the cover plate. Tools Required Adjustable Wrench Screwdriver Materials Required Mounting Bracket p# MP24BKT Universal Hub p# UH 1/4" Attachment bolt 3/8" Tightening bolt 2 Optional Leg Extensions p# XT 3. (Photo 2 & 2a) From above snap mounting bracket and leg extension together. Be sure teeth on center clip of bracket lock into place with leg 1. (Photo 1) Remove two leg extension and one mounting bracket from box. 2. (Photo 2) Insert top of leg extension under mounting bracket clip as shown. Make sure that the two upper guides rest on inside of mounting brackets legs and the bottom of mounting bracket rests on the two lower guides of leg extension as shown. extension as shown. Repeat process on opposite end of bracket. Mounting bracket leg extension installation is complete. 4. To install bracket to ceiling grid, follow the FlexHead Commercial Sprinkler system installa- FlexHead Commercial Ceiling Sprinkler System Relocation Instructions WARNING! These installation instructions are for qualified and licensed technicians in the Fire Protection field ONLY. Consult NFPA, FM, UL, state and local code guidelines prior to installation. Failure to follow these specific instructions may cause personal injury. Installation tech- nicians must read the entire manual prior to attempting installation of product. During maintenance or inspection of FlexHead product, facility fire protection system MUST BE INACTIVE. DO NOT ATTEMPT RELOCATION OR MAINTENANCE OF FLEXHEAD PRODUCT WHEN FIRE PROTECTIONS SYSTEM IS "LIVE". 1. Remove escutcheon from below ceiling. 2. (Photo 1) Unclip the two clips at the end of the support bracket attached the T -bar. 3. Relocate FlexHead commercial system to desired location. 4. Reattach to FlexHead commercial unit to the T -bar grid, being sure to center the sprinkler head through the pre drilled hole in ceiling tile. 5. Position the two clips at the end of the support bracket on the T -bar grid and push each of the two clips down to snap in place. Be sure that the center section of the clip is on the outside of the grid and base section is on the inside. 6. Adjust FlexHead sprinkler height (if needed) 7. (Photo 2) When in desired location, check and tighten the bolt on center hub of support bracket by turning clockwise until tight, using wrench. Note: For additional support, screw self tapping screw through hole in center tab of bracket into grid. 8. Test installation of sprinkler system for any leaks per NFPA guidelines. 9. Install sprinkler escutcheon from below ceiling per manufacturers guidelines. FlexHead Commercial Ceiling Sprinkler System Friction Loss Data and Specifications FlexHead Model # 2024 2036 2048 2060 2072 2024M 2036 2048 2060 2072 Outlet Size 1/tin. 1/tin. 1/tin. 1/tin. 1/tin. 3/4in. 3/4in. 3/4in. 3/4in. 3/4in. Hose Assembly Le_ ngth ft(m) 2ft (0.6m) 3ft (0.9m) 4ft (1.2m) 5ft (1.5m) 6ft (1.8m) 2ft (0.6m) 3ft (0.9m) 4ft (1.2m) 5ft (1.5m) Equivalent Length of 1" schedule 40 pipe ft(m) 17ft (5.1m) 22ft (6.6m) 24ft (7.3m) 25ft (7.5m) 28ft (8.4m) 9ft (2.7m) 16ft (4.8m) 21 ft (6.4m) 22ft (6.6m) Maximum Rated Pressure psi (kPa) 175 (1205) 175 (1205) 175 (1205) 175 (1205) 175 (1205) 175 (1205) 175 (1205) 175 (1205) 175 (1205) 6ft (1.8m) 25ft (7.5m) 175 (1205)_ Flexhead products are intended for use in hydraulically designed wet, pre -action, deluge or dry pipe sprinkler systems per NFPA 13, 13R, and 13D guidelines. The hydraulic loss of the FlexHead needs to be included in the hydraulic design calculations the same as a valve or fitting. Each FlexHead Sprinkler Drop has a 3" minimum bend radius per UL guidelines, and a 7" minimum bend radius per FM guidelines. System Specifications Sprinkler system fmal connections in commercial ceilings shall be FlexHead model # as manufactured by FlexHead Industries Inc. Holliston, MA USA (800) 829-6975 or (508) 893-9596, Fax (508) 893-6020 as approved by Factory Mutual Research Corporation and Underwriters Laboratories. Each FlexHead System includes multi -port ceiling mounting bracket with hardware and welded, leak tested 1" braided FlexHead Flexible Sprinkler Drop. The Fire Protection Contractor shall be responsible for the installation of sprinkler head and the final connec- tion, fill and test of the FlexHead Ceiling System to sprinkler sub -main in accordance to NFPA guidelines. FlexHead Ceiling Sprinkler System Model Numbers Model # 2024 2 ft. FlexHead Sprinkler Drop Model # 2036 3 ft. FlexHead Sprinkler Drop Model # 2048 4 ft. FlexHead Sprinkler Drop Model # 2060 5 ft. FlexHead Sprinkler Drop Model # 2072 6 ft. FlexHead Sprinkler Drop Note: FlexHead products are compatible with FM/UL listed sprinkler heads. Usage of Flexible Piping Systems Contractor shall provide flexible piping connections to sprinkler heads for both suspended and sheet - rock ceilings. All flexible piping systems shall be UL Listed and FM Approved and suitable for their intended use. All flexible piping connections to include a fully welded (non-mechanical fittings), braided, leak - tested sprinkler drop with a minimum internal cor- rugated hose diameter of 1 inch; and a one-piece multi -port ceiling bracket with removable attach- ment hub and self -securing integrated snap -on clip -ends, for attachment to ceiling grid without the need for a screw fastener. Acceptable Manufacturer(s): 1. FlexHead series 2000 as manufactured by Flexhead Industries of Holliston, MA USA (800) 829-6975 or (508) 893-9596, Fax (508) 893-6020 in lengths of 2ft to 6ft. FlexHead Suspended Ceiling Detail Each FM -approved unit is ready -to -install, pressure- and leak -tested, and comes complete with a flexible stainless-steel hose and mounting bracket with adjustable hub. Multi -port ceiling grid mounting bracket FlexHead sprinkler drop Adjustable hub Sprinkler branchline Suspended t -bar grid Sprinkler head FlexHead Metal Stud Detail Sprinkler branchline Self tapping screw typ. 2 FlexHead sprinkler drop Adjustable hub H Ceiling tile Multi -port metal stud mounting bracket Metal stud Sheetrock ceiling Sprinkler head FlexHead Commercial Ceiling Sprinkler System Testing and Approvals FM Global Testing - FlexHead series 2000 stainless steel sprinkler connections Hydrostatic Strength Test A sample FlexHead was subjected to a hydrostatic pressure of four (4) times the rated working pres- sure of 175 psi (1205 kpa) to 700 psi (4825 kpa) for a period of five minutes. The assembly shall show no signs of rupture, cracking, permanent distortion, or deterioration of performance characteristics. The FlexHead successfully passed this test. Vibration Test A sample FlexHead was secured to a vibration table. The FlexHead hose was bent in a 90' angle and pressurized to 90 psi (620 kpa) and the mounting bracket and hose where then subjected to a total of 25 hours of severe vibration conditions. After the successful completion of the vibration tests the sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of deteriora- tion. The FlexHead successfully passed this test. Friction Loss (Equivalent length of pipe.) To determine the effect of the FlexHead to the discharge coefficient of the sprinkler, the average friction loss through the FlexHead shall be equated to the theoretical length of nominal 1" diameter schedule 40 sprinkler pipe which would produce the same amount of friction loss. Please see friction loss table. Vacuum Test A sample FlexHead was subjected to a vacuum of 25 inHG for a period of five minutes. After the success- ful completion of the Vacuum Test the sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of deterioration. The FlexHead successfully passed this test. Pressure Cycling Test A sample FlexHead was filled with water and bent at a 90° angle and subjected to 20,000 cycles of pressure varying from 0 psi (0 kpa) to 175 psi (1205 kpa) at a rate of approximately 6 cycles per minute. After the successful completion of the pres- sure cycling tests the sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of deterioration. The FlexHead successfully passed this test. Fatigue Test A sample FlexHead was subjected to 50,000 cycles of repeated flexing at a rate of 5 to 30 cycles per minute per section 8.3 of ISO standard 10380. After the successful completion of the fatigue test the sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of deteriora- tion. The FlexHead successfully passed this test. Head Deployment A sample FlexHead installed in a suspended ceiling was fitted with a sprinkler head and pressurized to 26-175 psi. The sprinkler head was then activated by a heat source at various pressures, and the sprin- kler head deployed. The assembly shall show no signs of distortion or deterioration of performance on the assembly or sprinkler head. The FlexHead successfully passed this test. Underwriters Laboratory Testing - FlexHead" series 2000 stainless steel sprinkler connections Hydrostatic Pressure Test A sample FlexHead was subjected to a hydrostatic pressure of five (5) times the rated working pres- sure of 175 psi (1205 kpa) to 875 psi (6030 kpa) for a period of one minute. The assembly shall show no signs of rupture, cracking, permanent distortion, or deterioration of performance characteristics. The FlexHead successfully passed this test. Vibration Test A sample FlexHead was subjected to hydrostatic pressure of 500 psi (3.45 MPa). The FlexHead hose was bent in a 90° angle and pressurized to 175 psi (1.21 MPa) and the mounting bracket and hose where then subjected to a total of 60 hours of verti- cal vibration and 60 hours of horizontal vibration with the amplitude of 0.04 inch (1.02 mm) at a continuously varying frequency between 18 and 37 hertz. After the successful completion of the vibra- tion tests the sample was subjected to the hydrosta- tic pressure test at 500 psi and showed no signs of deterioration or leakage. The FlexHead successfully passed this test. Friction Loss (Equivalent length of pipe.) To determine the effect of the FlexHead to the dis- charge coefficient of the sprinkler, the average fric- tion loss through the FlexHead shall be equated to the theoretical length of nominal 1 inch diameter schedule 40 sprinkler pipe which would produce the same amount of friction loss. Please see friction loss table. Mechanical Strength Test A sample FlexHead was secured and subjected to a torsion force with a torque of 60 pound -feet (81 N m) applied to the outlet. After the successful com- pletion of the mechanical Strength Test the sample was subjected to the hydrostatic pressure test at 175 psi (1205 kpa) and showed no signs of deterio- ration or leakage. The FlexHead successfully passed this test. High Temperature Exposure Test A sample FlexHead was subjected to hydrostatic pressure of 500 psi (3.45 MPa) and then subjected to a temperature of 375' F (19F C) for a period of 90 days. After the successful completion of the high temperature test the FlexHead Sprinkler -Drop was subjected to the hydrostatic test of 500 psi (3.45 MPa) for a period of one minute and showed no signs of deterioration or leakage. The FlexHead successfully passed this test. Salt Spray Corrosion Test A sample FlexHead was subjected to salt spray (fog) test, per ASTM B117-94, for a period of 10 days and showed no signs of deterioration or incipient corro- sion. The FlexHead successfully passed this test. Water Hammer Test A sample FlexHead was subjected to 3,000 applica- tions of pressure pressure surges from 50-500 psig at a rate of 60 cycles per minute and showed no signs of deterioration or leakage. After the suc- cessful completion of the Water Hammer test the FlexHead was subjected to the hydrostatic test of 500 psi (3.45 MPa) for a period of one minute and showed no signs of deterioration or leakage. The FlexHead successfully passed this test. Freezing Test A sample FlexHead was filled with water and exposed to an atmosphere of 10'F (-29°C) for a period of 24 hours and showed no signs of deterio- ration or leakage. After the successful completion of the Freezing Test the FlexHead was subjected to the hydrostatic test of 500 psi (3.45 MPa) for a period of one minute and showed no signs of deterioration or leakage. The FlexHead successfully passed this test. LISTED us Underwriters Laboratories Inc.® VENF March 16, 2000 Flexible Sprinkler Hose Fittings FLEXHEAD INDUSTRIES EX5269 20 MAIN STREET, ACTON, MA 01720 Models 2024, 2036, 2048, 2060, 2072 flexible sprinkler hose fittings having a 300 psi rated pressure. For use with ordinary, intermediate and high temperature rated automatic sprinlders. Maximum number of bends, maximum bend angles and associated pressure losses are shown in the manufacturer's installation instructions. 4/5/2000 LOOK FOR LISTING MARK ON PRODUCT Underwriters Laboratories Inc. Card 1 of 1 VENF Flexible Sprinkler Hose Fittings July 9, 2002 FLEXHEAD INDUSTRIES EX5269 LOWLAND IND PARK, 56 LOWLAND ST, HOLLISTON MA 01746 Models 2024H, 2036H, 2048H, 2060H, 2072H, flexible sprinkler hose fittings having a 300 psi rated pressure. For use with ordinary, intermediate and high temperature rated automatic sprinklers. Models 2024S, 2036S, 20485, 2060S, 20725 , flexible sprinkler hose fittings having a 175 psi rated pressure. For use with ordinary, intermediate and high temperature rated automatic sprinklers. Maximum number of bends, maximum bend angles and associated pressure loses are shown in the manufacturer's installation instructions. 7/22/2002 LOOK FOR LISTING MARK ON PRODUCT Underwriters Laboratories Inc. Card 1 of 1 LISTED us Underwriters Laboratories Inc.® June 21, 2001 FlexHead Industries Mr. Norm MacDonald 56 Lowland St. Holliston, MA 01746 Our Reference: File EX5269 . i Past rn 1:447f1 Nnrthtir_OM, atr. tIrvied °mks Cowl! tj axe. .:84 4 2724350D FatKb Ire ;:, http;:vatett cnm Subject: FlexHead Flexible Sprinkler Hose Fittings Installed Onto Dry Wall Ceiling Grid Dear Mr. MacDonald: This letter is in regard to the subject. Base upon review of the FlexHead UL Listed flexible sprinkler hose fitting system, installation onto a dry wall ceiling grid is acceptable when the ceiling -mounted bracket is screwed to a rigid surface. Self -tapping screws are used to affix the FlexHead mounting bracket to the surface, using the four ports provided which are pre -drilled onto the mount- ing bracket. Very truly yours, EMIL W. MISICHKO (Ext. 42036) Engineering Group Leader Conformity Assessment Services Department 3011 CNBK Emil W. Misichko@us.ul.com a ma'am 11 prtMle fly 1894-1994 A not-for-profit organization dedicated to public safety and committed to quality service APPROVAL REPORT FLEXHEAD CEILING SPRINKLER SYSTEM FOR COMMERCIAL SUSPENDED CEILINGS Prepared For: FlexHead Industries, Inc. 56 Lowland Street Holliston, MA 01746 J.I. 3003667 Class 1637 March 26, 1999 APPROVED Factory Mutual Research FlexHead Commercial Ceiling Sprinkler System Limited Warranty Flexhead Industries, Inc. warrants that its products will be free from defects in materials and workman- ship under normal conditions of use and service for a period of one year from date of sale. Our obligation under this warranty is limited to repair- ing or replacing any product that is returned to us with transportation charges prepaid within one year after the date of original sale and that our examination shows to our satisfaction to have been defective in materials or workmanship under normal conditions of use and service. The decision as to whether to repair or to replace any product shall be made by us, and any repair shall be made at our facility. Notwithstanding the foregoing, the following are specifically excluded from the coverage of this war- ranty: (a) the sprinkler head of any Flexhead Industries, Inc. product, but Flexhead Industries, Inc. hereby assigns to the original purchaser of any such product the right to enforce the warranty, if any, issued by the manufacturer of such sprinkler head; (b) defects resulting from ordinary wear and tear, including, without limitation, the replacement of the so called poly bag components of any Flexhead Industries, Inc. product; (c) products that have been altered in any manner by the buyer or by anyone other than Flexhead Industries, Inc.; (d) products that have been subjected to misuse, abusive use, or damage by accident or casualty; (e) products that have been installed or used in a manner contrary to our specifications, instructions or recommendations, (0 products that have been installed or used in a manner that is not in compli- ance with all applicable requirements of any code, law, regulation or rule of any federal, state or local governmental or industry authority; and (g) prod- ucts that have not been inspected and maintained in accordance with our specifications, instructions or recommendations, including, without limitation, our recommendations as to following the inspection and maintenance standards published by Factory Mutual Research Corporation (FMRC) and the National Fire Protection Association (NFPA) ; and (h) products that have been affected by Microbio- logically Influenced Corrosion (MIC). This warranty is not assignable and shall benefit only the original purchaser of a Flexhead Industries, Inc. product. If any provision hereof or any portion of any provision shall be held invalid, the remainder of this Limited Warranty shall not be affected thereby, and all pro- visions of this Limited Warranty shall remain valid and in full force and effect to the fullest extent permitted by law. THIS WARRANTY IS IN LIEU OF ALL IMPLIED WARRANTIES, INCLUDING, BUT NOT LIMITED TO, WARRANTIES OF MERCHANTABILITY AND WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE. NOTWITHSTANDING ANY PROVISION TO THE CONTRARY HEREIN OR ANY APPLICABLE LAW TO THE CONTRARY, IN NO EVENT SHALL FLEXHEAD INDUSTRIES, INC. BE LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES UNDER ANY CIRCUM- STANCES WHATSOEVER, WHETHER ARISING FROM ANY BREACH OF THIS LIMITED WARRANTY OR OTHERWISE ARISING FROM OR IN CONNECTION WITH THE USE OR OPERATION OF, OR ANY DEFECT IN, ANY FLEXHEAD INDUSTRIES, INC. PRODUCT, OR OTHERWISE. The risk of damages from any breach of warranty with respect to injury to any person will be born by the purchaser of Flexhead Industries, Inc. product. OeiliOd's fxhOii4.1:hict:AriplicationIrjOude:',' •...S.ecniorIgt.gpr/_Eleptroplp's ..f-. • LO9r49ges :,,- ,,, --,i.h0(nthpet„ti6I-MiciLtech - ", • Steel ,Manufacturers ..', •.,„'A.i;dmo:tive:., ..,, Aerp7ac:.Rewyralt:,: :pefrocini:ca „ . Forets Procki*/Paper Puha , ,• : ..;,:.,., - .. - —.. _, .,_ „ . .7g-12--' 1 'E• S 56 iston, MA eI: 80082-697/(5Q8). 8g3:9596 !/..,6;..: (500 8a i;602071; extia0, Int,-ematiOnpifPatan;'s Penitki9 Patent ,,.5,-.396,959, 15370,145R #6,12345,4,46,11 j;71,i4;1'0,98q,b9 „- • • . , • .ThellexHead name and: 1pgo re tqco I Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series EC -11 & EC -14 — 11.2 and 14.0 K -factor Extended Coverage (Light and Ordinary Hazard) Upright, Pendent, and Recessed Pendent Sprinklers General Description The Tyco® Series EC -11 and EC -14 Extended Coverage Upright and Pen- dent Sprinklers are decorative glass bulb sprinklers designed for use in light or ordinary hazard occupancies. They are intended for use in automatic sprinkler systems designed in accord- ance with standard installation rules (e.g., NFPA 13) for a maximum cover- age area of 400 ft2 (37,2 m2), as com- pared to the maximum coverage area of 130 ft2 (12,1 m2) for standard cover- age sprinklers used in ordinary haz- ard occupancies or 225 ft2 (20,6 m2) for standard coverage sprinklers used in light hazard occupancies. The Series EC -11 and EC -14 Sprin- klers feature a UL and C -UL Listing that permits their use with unob- structed or non-combustible ob- structed ceiling construction as de- fined and permitted by NFPA 13, as well as a specific application listing for use under concrete tees. The Series EC -11 and EC -14 Ex- tended Coverage Sprinklers have been fire tested to compare their per- formance to that of standard coverage spray sprinklers. These tests have shown that the protection provided is equal to or more effective than stand- ard coverage spray sprinklers. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these corrosion resistant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be con- sidered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. WARNINGS The Series EC -11 and EC -14 Ex- tended Coverage Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Number TY5137 - Upright, 11.2K TY5237 - Pendent, 11.2K TY6137 - Upright, 14.0K TY6237 - Pendent,14.0K TY5137 is a redesignation for C5137, G1894, and S2510. TY5237 is a redesignation for C5237, G1893, and S2511. TY6137 is a redesignation for C6137, G1896, and S2610. TY6237 is a redesignation for C6237, G1895, and S2611. DECEMBER, 2007 TFP220 Page 2 of 8 TFP220 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector* * Temperature rating is indicated on deflector ** Pipe thread connections per ISO 7/1 can be provided on special request. WRENCH FLAT 1/2" (12,7 mm) J NOMINAL MAKE -IN UPRIGHT 3/4" ** NPT 2-7/16" (61,9 mm) UPRIGHT & PENDENT ESCUTCHEON PLATE SEATING SURFACE PENDENT FIGURE 1 SERIES EC -11 AND EC -14 EXTENDED COVERAGE SPRINKLERS 11.2 K -FACTOR (TY5137) UPRIGHT AND (TY5237) PENDENT 14.0 K -FACTOR (TY6137) UPRIGHT AND (TY6237) PENDENT CROSS SECTION NOTES: 1.Listed by Underwriters Laboratories, Inc. (UL). 2.Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL). 3. Approved by Factory Mutual Research Corporation (FM). 4. Approved by the City of New York under MEA 177-03-E. 5. Where Polyester Coated or Lead Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion Resistant Sprinklers. *Frame and Deflector only. Listings and approvals apply to color (Special Order). ** Pendent Only. N/A: Not Available TABLE A, LABORATORY LISTINGS AND APPROVALS SPRINKLER FINISH (See Note 5) HAZARD TYPE TEMP. BULB NATURAL CHROME WHITE* LEAD LIQUID BRASS PLATED POLYESTER COATED 135°F/57°C Orange LIGHT UPRIGHT155°F/68°C K=11.2 (TY5137) Red 1, 2, 3**, 4 175°F/79°C Yellow PENDENT K=11.2 (TY5237) 200°F/93°C Green 1, 2, 4 1, 2, 4 Refer to Table B for K=14.0 (TY6237) 286°F/141°C Blue UL and C -UL Sensitivity Rating 135°F/57°C Orange and REC. PENDENT1, 2, 3, 4 Red Refer to Table C for K=11.2 (TY5237) 155°F/68°C N/A 175°F/79°C Yellow FM K=14.0 (TY6237) Sensitivity Rating With Style 30 200°F/93°C Green 1, 2, 4 Escutcheon 286°F/141°C Blue UPRIGHT 135°F/57°C Orange K=11.2 (TY5137) 155°F/68°C Red 1, 2, 3, 4 ORDINARY K=14.0 (TY6137) 1, 2, 3, 4 175°F/79°C Yellow and Refer to Table B for PENDENT 200"F/93°C Green 1, 2, 4 UL and C -UL K=11.2 (TY5237) Sensitivity Rating K=14.0 (TY6237) 286°F/141 °C Blue and REC. PENDENT 135°F/57°C Orange Refer to Table C for K=11.2 (TY5237) 155°F/68°C Red FM K=14.0 (TY6237) 1, 2, 4 N/A 175°F/79°C Yellow Sensitivity Rating With Style 40 Escutcheon 200°F/93°C Green NOTES: 1.Listed by Underwriters Laboratories, Inc. (UL). 2.Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL). 3. Approved by Factory Mutual Research Corporation (FM). 4. Approved by the City of New York under MEA 177-03-E. 5. Where Polyester Coated or Lead Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion Resistant Sprinklers. *Frame and Deflector only. Listings and approvals apply to color (Special Order). ** Pendent Only. N/A: Not Available TABLE A, LABORATORY LISTINGS AND APPROVALS TFP220 Page 3 of 8 AREA STYLE 14 x 14 Up. or Pend. 14 x 14 Style 30 Recessed 14 x 14 Style 40 Recessed 16 x 16 Up. or Pend. 16 x 16 Style 30 Recessed 16 x 16 Style 40 Recessed 18 x 18 Up. or Pend. 18 x 18 Style 30 Recessed 18 x 18 Style 40 Recessed 20 x 20 Up. or Pend. 20 x 20 Style 30 Recessed 20 x 20 Style 40 Recessed LIGHT HAZARD 135°F 155°F 175°F 200°F 286°F ORDINARY HAZARD 135°F 155°F 175°F 200°F 286°F — — — — QR QR QR QR SR — — — — — QR QR QR QR N/A — — — — — QR QR QR QR N/A QR* QR* QR* QR* QR* SR SR SR SR SR QR* QR* QR* QR* QR* SR SR SR SR N/A N/A N/A N/A N/A N/A SR SR SR SR N/A QR* QR* QR* QR* QR* ' SR SR SR SR SR QR* QR* QR* QR* QR* SR SR SR SR N/A N/A N/A N/A N/A N/A SR SR SR SR N/A QR* QR* QR* SR* SR* SR SR SR SR SR QR* SR* QR* SR* SR* SR SR SR SR N/A N/A N/A N/A N/A N/A SR SR SR SR N/A QR: Quick Response SR: Standard Response N/A: Not Applicable * Does not apply to Upright K = 14.0 TABLE B SENSITIVITY RATING FOR UL AND C -UL LISTING OF SERIES EC -11 OR EC -14 SPRINKLERS (SEE TABLE D FOR PERMITTED K-FACTOR/AREA COMBINATIONS) AREA STYLE 14 x 14 Up. or Pend. 14 x 14 Style 30 Recessed 14 x 14 Style 40 Recessed 16 z 16 Up. or Pend. 16 x 16 Style 30 Recessed 16 x 16 Style 40 Recessed 18 x 18 Up. or Pend. 18 x 18 Style 30 Recessed 18 x 18 Style 40 Recessed 20 x 20 Up. or Pend. 20 x 20 Style 30 Recessed 20 x 20 Style 40 Recessed QR: Quick Response SR: Standard Response N/A: Not Applicable * Pendent Only LIGHT HAZARD 135°F 155°F 175°F 200°F 286°F ORDINARY HAZARD 135°F 155°F 175°F 200°F 286°F — — — SR SR SR SR SR — — — — — N/A N/A N/A N/A N/A — — — — N/A N/A N/A N/A N/A QR* QR* N/A N/A N/A SR SR SR SR SR QR QR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A QR* QR* N/A N/A N/A SR SR SR SR SR QR QR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A QR* QR* N/A N/A N/A SR SR SR SR SR QR QR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A TABLE C SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC -11 OR EC -14 SPRINKLERS (SEE FM LOSS PREVENTION DATA SHEET 2-8N FOR PERMITTED K-FACTOR/AREA COMBINATIONS) Page 4 of 8 TFP220 Technical Data Approvals The Series EC -11 and EC -14 Ex- tended Coverage Upright, Pendent, and Recessed Pendent Sprinklers are UL and C -UL Listed. (Refer to Table A for complete sprinkler approval infor- mation including corrosion resistant status. The approvals apply to the service conditions indicated in the De- sign Criteria section.) The Series EC -11 and EC -14 Ex- tended Coverage Upright and Pendent Sprinklers are FM Approved. (Refer to Table A for complete sprinkler ap- proval information including corrosion resistant status. The approvals apply to the service conditions indicated in the Design Criteria section.) The Style 60 Two -Piece Flush Es- cutcheon (Ref. Figure 4) is UL Listed and FM Approved for use with the Se- ries EC -11 and EC -14 Pendent Sprin- klers. Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 inch NPT Discharge Coefficients K = 11.2 GPM/psi112 (161,3 LPM/bar1/2) K = 14.0 GPM/psiv2 (201,6 LPM/bar1I2) Temperature Ratings 135°F/57°C to 286°F/141°C Finish Sprinkler: Refer to Table A Recessed or Flush Escutcheon: White Coated, Chrome Plated, and Brass Plated Physical Characteristics Frame Bronze Button Bronze Sealing Assembly Beryllium Nickel w/Teflon t Bulb Glass (3 mm dia.) Compression Screw Bronze Deflector - Brass Patents U.S.A. Patent Numbers 5,366,022; 5,579,846; 5,584,344; 5,609,211; 5,862,994; and 5,865,256. Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, which then allows the sprinkler to activate and flow water. Design Criteria The Tyco® Series EC -11 and EC -14 Extended Coverage Sprinklers must only be installed in accordance with the applicable UL and C -UL Listing or FM Approval requirements as indi- cated below. Only the Style 30 or 40 Recessed Escutcheon is to be used for recessed installation, as applicable (Ref. Table A, B, and C). UL and C -UL Listing Requirements 1. The Series EC -11 and EC -14 Sprin- klers may be used for the coverage areas shown in Table D, based on maintaining the minimum specified flow rate as a function of coverage area and hazard group for all of the sprinklers in the design area. 2. The Series EC -11 and EC -14 Sprin- klers are permitted to be used with unobstructed or non-combustible obstructed ceiling construction as defined and permitted by NFPA 13. For example: Unobstructed, combustible or non- combustible, ceiling construction with a deflector to ceiling/roof deck distance of 1 to 12 inches (25 to 300 mm). Obstructed, non-combustible, ceil- ing construction with a deflector lo- cation below structural members of 1 to 6 inches (25 to 150 mm) and a maximum deflector to ceiling/roof deck distance of 22 inches (550 mm). 3. The Series EC -11 and EC -14 Sprin- klers having been specifically tested and listed for non-combustible ob- structed construction are permitted to be used within trusses or bar joists having non-combustible web mem- bers greater than 1 inch (25.4 mm) when applying the 4 times obstruc- tion criteria rule defined under "Ob- structions to Sprinkler Discharge Pattern Development". 4. The minimum allowable spacing be- tween the Series EC -11 and EC -14 Sprinklers, to prevent cold solder- ing, is 8 feet (2,4 m) for upright sprin- klers and 9 feet (2,7 m) for pendent sprinklers. 5. The Series EC -11 and EC -14 Sprin- klers are to be installed in accord- ance with all other requirements of NFPA 13 for extended coverage up- right and pendent sprinklers. For ex- ample: obstructions to sprinkler dis- charge, obstructions to sprinkler pattern development, obstructions to prevent sprinkler discharge from reaching hazard, clearance to stor- age, etc. UL and C -UL Specific Application Listing Requirements For Installation Under Concrete Tees The Series EC -11 and EC -14 Ex- tended Coverage Upright and Pendent Sprinklers (TY5137, TY5237, TY6137 & TY6237) have a UL and C -UL Spe- cific Application Listing for use under concrete tees when installed as fol- lows: 1. The stems of the concrete tee con- struction must spaced at less than 7.5 feet (2,3 m) on center but more than 3 feet (0,9 m) on center. The depth of the concrete tees must not exceed 30 inches (762 mm). The maximum permitted concrete tee length is 32 feet (9,8 m); however, where the concrete tee length ex- ceeds 32 feet (9,8 m), non-combus- tible baffles, equal in height to the depth of the tees, can be installed so that the space between the tees does not exceed 32 feet (9,8 m) in length. 2. The sprinkler deflectors are to be located in a horizontal plane at or above 1 inch (25,4 mm) below the bottom of the concrete tee stems. 3. When the sprinkler deflectors are located higher than a horizontal plane 1 inch (251,4 mm) beneath the bottom of the concrete tee stems, the obstruction to sprinkler dis- charge criteria requirements of NFPA 13 for extended coverage up- right sprinklers applies. FM Approval Requirements The Series EC -11 and EC -14 Ex- tended Coverage Sprinklers are to be installed in accordance with the appli- cable Factory Mutual Loss Prevention Data Sheet for limited use in buildings of specific roof construction and for the protection of certain specific ordinary hazard (non -storage and/or non-flam- mable or combustible liquid) occupan- cies. Information provided in the FM TFP22O 1/2±1/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) 1/2" (12,7 mm) 1/4" (6,4 mm) 1/8" (3,2 mm) MOUNTING SURFACE CLOSURE MOUNTING PLATE 1-3/8" (34,9 mm) 1-1/8" (28,6 mm) FIGURE 2 SERIES EC -11 AND EC -14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON f 5/8±1/4" (15,9±6,4 mm) FACE OF SPRINKLER FITTING 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) 3/4" (19,1 mm) 1/4" (6,4 mm) 1/8" (3,2 mm) MOUNTING SURFACE CLOSURE MOUNTING PLATE 1-3/8" (34,9 mm) 7/8" (22,2 mm) FIGURE 3 SERIES EC -11 AND EC -14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON Page 5 of 8 Loss Prevention Data Sheets relate to, but are not limited to, hydraulic design, ceiling slope and obstructions, mini- mum and maximum allowable spac- ing, and deflector -to ceiling distance. These criteria may differ from UL and/or NFPA criteria, therefore the de- signer should review and become fa- miliar with Factory Mutual require- ments before proceeding with design. Installation The Series EC -11 and EC -14 Sprin- klers must be installed in accordance with the following instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F/57°C to 3/32 inch (2,4 mm) for the 286°F/141 °C temperature ratings. A 3/4 inch NPT sprinkler joint should be obtained with a minimum to maxi- mum torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler inlet with conse- quent leakage or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must be installed with the deflector parallel to the mount- ing surface. Pendent sprinklers must be installed in the pendent position, and upright sprinklers must be in- stalled in the upright position. Step 2. After installing the Style 30, 40, or 60 mounting plate (or other escutch- eon, as applicable) over the sprinkler pipe threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Wrench tighten upright or pen- dent sprinklers using only the W -Type 3 (End A) Sprinkler Wrench. When in- stalling the pendent sprinkler with Style 30, 40, or 60 Escutcheon, wrench tighten the sprinkler using only the W -Type 22 Sprinkler Wrench. The wrench recess of the applicable sprin- kler wrench (Ref. Figure 5 and 6) is to be applied to the sprinkler wrench flats (Ref. Figure 1). Page 6 of 8 FACE OF SPRINKLER FITTING: 3/8" (9,5 mm) ABOVE TO 1/8" (3,2 mm) BELOW MOUNTING SURFACE ESCUTCHEON PLATE SEATING SURFACE: 1/4" (6,4 mm) ABOVE TO 1/2" (12,7 mm) BELOW MOUNTING SURFACE; 3/4" (19,1 mm) TOTAL ADJUSTMENT 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) INTERNAL DIMENSIONS OF STYLE 60 ESCUTCHEON ACCOMMODATE CLASS 150 MALLEABLE IRON REDUCING SPRINKLER FITTING MOUNTING 1 8" SURFACE (3,2 mm) I 2-5/16" (58,7 mm) 1-13/16" (46,0 mm) FIGURE 4 SERIES EC -11 AND EC -14 PENDENT SPRINKLER ASSEMBLY WITH 3/4 INCH TOTAL ADJUSTMENT STYLE 60 TWO-PIECE FLUSH ESCUTCHEON Care and Maintenance The Tyco® Series EC -11 and EC -14 Sprinklers must be maintained and serviced in accordance with the follow- ing instructions: NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection systems must be obtained from the proper authori- ties and all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accord- TFP220 "FITTING SIDE" TOWARDS SPRINKLER FITTING WRENCH RECESS (END "A") FIGURE 5 W -TYPE 3 SPRINKLER WRENCH FIGURE 6 W -TYPE 22 RECESSED SPRINKLER WRENCH ance with local requirements and/or national codes. TFP22O Page 7 of 8 DESCRIPTION TY5137 (K=11.2) UPRIGHT TY5237 (K=11.2) PENDENT TY6137 (K=14.0) UPRIGHT TY6237 (K=14.0) PENDENT 1 ft. = 0.3048 m 1 ft2 = 0.093 m2 1 gpm = 3.785 Ipm 1 psi = 0.06895 bar 1 gpm/ft2 = 40.74 mm/min LIGHT HAZARD 0.10 GPM/FT2 AREA GPM PSI 14 x 14 - - 16 x 16 30 7.2 18 x 18 33 8.7 20 x 20 40 12.8 14 x 14 - - 16 x 16 30 7.2 18 x 18 33 8.7 20 x 20 40 12.8 14 x 14 N/A N/A 16 x 16 N/A N/A 18 x 18 N/A N/A 20 x 20 N/A N/A 14 x 14 - - 16 x 16 37 7.0 18x18 37 7.0 20 x 20 40 8.2 GROUP I ORDINARY HAZARD 0.15 GPM/FT2 GPM PSI 30 39 49 60 30 39 49 60 39 49 60 39 49 60 7.2 12.1 19.1 28.7 7.2 12.1 19.1 28.7 7.8 12.3 18.4 7.8 12.3 18.4 GROUP II ORDINARY HAZARD 0.20 GPM/FT2 GPM PSI 39 12.1 51 20.7 65 33.7 80 51.0 39 12.1 51 20.7 65 33.7 80 51.0 51 13.3 65 21.6 80 32.7 51 13.3 65 21.6 80 32.7 TABLE D FLOW CRITERIA FOR UL AND C -UL LISTING OF SERIES EC -11 AND EC -14 SPRINKLERS Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation. corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties. ex- press or implied. including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Page 8 of 8 TFP220 Ordering Procedure When placing an order, indicate the full product name. Please specify the Sprinkler Identification Number (SIN), quantity, and temperature rating. Re- fer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (specify SIN), (specify K -Fac- tor), (specify temperature rating), (specify Pendent or Upright) Extended Coverage Sprinkler with (specify fin- ish), P/N (specify - from Table E, where applicable). Recessed Escutcheon, Two -Piece : Specify: Style (30 or 40) Two -Piece Recessed Escutcheon with (specify material or finish*), P/N (specify). *Refer to Technical Data Sheet TFP770. Flush Escutcheon, Two -Piece : Specify: Style 60 Two -Piece Flush Es- cutcheon with (specify finish*), P/N (specify). *Refer to Technical Data Sheet TFP778. Sprinkler Wrench: Specify: W -Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W -Type 22 Recessed Sprin- kler Wrench, P/N 56-665-7-001 P/N 51 - AAA - B -CCC AAA = 893 (for TY5237 K11.2 Pendent) AAA = 894 (for TY5137 K11.2 Upright) AAA = 895 (for TY6237 K14.0 Pendent) AAA = 896 (for TY6137 K14.0 Upright) B = 1 (for Natural Brass) B = 3 (for White [RAL9010])* B = 4 (for White Polyester) B = 7 (for Lead Coated B = 9 (for Chrome Plated) CCC = 135 (for 135°F/57°C) CCC = 155 (for 155°F/68°C) CCC = 175 (for 175°F/79°C) CCC = 200 (for 200°F/93°C) *Eastern Hemisphere sales only. TABLE E PART NUMBERS FOR EC -11 AND EC -14 SPRINKLERS © 2007 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ReIiabId Model F1 FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector Model F1 FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall - HSW 1 Deflector Listings & Approvals 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) 3. Certified by FM Approvals 4. Loss Prevention Council (LPC, UK) 5. NYC BS&A No. 587 -75 -SA 6. Meets MIL -S -901C and MIL -STD 167-1 7. Verband der Schadenversicherer (VdS, Germany) 8. NYC MEA 258-93-E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Patents: US Patent No. 6,374,920 Applies to Model F1 FR Vertical Sidewall Sprinklers. Product Description Reliable Models F1 FR and F1 FR Recessed Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F1 FR and F1 FR Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1 FR and F1 FR Recessed sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manu- factured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. The balance of parts are made of brass, copper and beryllium nickel. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid ex - Model F1 FR Bulletin 136 Rev O CO Model F1 FR Recessed Quick Response co - Sprinklers 0 Upright Pendent Vertical Sidewall Conventional Horizontal Sidewall HSW 1 Deflector Recessed Pendent (Model FP Shown) pands, forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Asso- ciation or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprinklers and standard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 103 Fairview Park Drive, Elmsford, New York 10523 Model F1FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type (SSU K Factor K Factor a , i Approval Organization Sprinkler Identification Number (SIN) ---------- ,1 " (15mm) USMetric and Pendent L (SSP) Deflectors Sprinkler I Height SSU I SSP Standard -Upright Marked to Indicate Position 3' " NPT (R3/4) Standard Orifice with Y," NPT (R4) Thread 115 5.6 1,2,3,8 80 12.2" (56mm) i 2.3" (58mm) y"NPT (RYZ) 1,2,3,4,5,6,7 R3625(1) R3615 __(15mm) 32" (20mm) Large Orifice with ?q" NPT (R3/4)Thread e (10mm) 8.0 2.8 115 2.2" (56mm) 1,2,3,4,7,8 R3622(1) I R3612 ?a6117mm) Small Orifice with y" NPT (R'2) Thread 60 4.260 2.8 I 2.2" (56mm) 1 1,2,8 R3623(1) R3613 3B' (10mm) Small Orifice with 4" NPT (R32) Thread 40 2.2" 56mm) 1,2,8 R3621(1) 1 R3611 10mm Orifice XLH with R3'8' Thread 4.2 L 60 i 56mm 1 4,6,7 R3624 R3614 Conventional -Instal in Upright or Pendent Position lomm Orifice XLH with R3B Thread 4.2 60 1 56mm R3674 R3675 15mm Standard Orifice with 4' NPT (R4) Thread 5.6 80 I 56mm 4,6,7 20mm Large Orifice with 3/4" NPT (R3%)Thread 8.0 115 58mm ( 1 4,7 R3672 (1) Polyester coated upright UL and ULC listed corrosion resistant. Upright Pendent Conventional Model F1 FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size --------------- K Factor Sprinkler Height --------------------- Approval" Organizations -------- ------ Sprinkler Identification Number (SIN) ---------------------------- --- US Metric ---------- ,1 " (15mm) ---- 5.6 -- -- 80 ,1" NPT (R1/2) 2.2" (56mm) 1,2,3,4,5,7,8 R3615 '/Z' (20mm) 3' " NPT (R3/4) 8.0 115 2.3" (58mm) 1,2,3,8 R3612 /16 (11mm) y"NPT (RYZ) 4.2 60 2.2"(56mm) 1,2,8 R3613 e (10mm) 4' NPT (R/2) 2.8 40 2.2" (56mm) 1,2,8 R3611 10mm R% 4.2 60 56mm 4,7 I R3614 (1) Refer to escutcheon data table for approvals and dimensions. /URN COl/ AR L'N(IL 7/GHT 480/051 SPRINKLER WRENCH BOSS -- ADASTOEN7 r'l 2 I/O" HOLE 0/A (5>.2mm.1 1 15/15" 0/4 '�— [48 2mm] ( 7 27/.,2" DIA [722mm) " X 1/2' REDUCER FACE OF Fill/NG 10 °' CEILING DIMENSION /8 (J.2mmf I.(Il (1) REIE8 (0 01 d f2 05C1.11-08000 04(4 1,181E FOR APPROVAL! .5 AND DIMENSIONS 1 2. CEILING 2 5/8" 05/ /55 -rwrq —� MULE IN CHOW 2 5/16" 014 158 CU 1" X 1/2" REDUCER FACE OF //]TING iC F!CE 01 CEILING 0IAJFNION( A(,'✓USTA/FN7 (1) RCFFR r0I FP 150111011108 DAF/ TAU( / [01, 4Fr`/,'(I/'4L5 AND DIMEN51.N5 1761c,'00 A Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Approval Organizations Sprinkler fication NumIdenber(SIN) (SIN) US Metric 1/2" 1/2" NPT (R1/2) 5.6 80 2.2" (56mm) 1, 2, 3, 6, 8 R3685 15mm Y" NPT (R1/2) 5.6 80 2.2" (56mm) 4 (1) (1) LPC Approval is for Pendent position only. Vertical Sidewall US Patent No. 6,374,920 Orientation Deflector to Ceiling Dimension (Min. - Max.) Upright Pendent 4" - 12" (102mm - 305mm) 6" - 12" (152mm - 305mm) Model F1 FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Orifice /2' (15mm) Thread Size K Factor US I Metric Sprinkler Length Approval Organizations T and Type of Approval .;2" NPT(R1/2) 5.6 80 2.63" (67mm) Light Hazard 1,2,3,5,8 Ordinary Hazard Sprinkler Identification Number (SIN) 1,2,5,8 R3635 NOTE: UL, ULC and MEA Listing permits use with F1 or F2 recessed escutcheon. Horizontal Sidewall 1361- C04 `_` FACE OF FITTING TO - - WALL DIMENSION 2 1/4" HOLE DIA [57 2m,-'.1 1" X 1/2" REDUCER - T 1 15/16" DIA.UT [49.2mm] (3.2mmj 1 1/4" MIN. [31.Bmm] [1016mm--1524m.' CEILING TO DEFLLC7OR 2 27/32" DIA. /72.2,1(71[ r ' TURN COLLAR UNTIL.\\.\,4" 1IGHT AGAI.NS7 SPRINKLER WRENCH BOSS. tw+ !�- ADJUSTMENT( 1) (1) REFER 70 ESCUTHCEON DATA TABLE FOR APPROVALS AND DIMENSIONS 3. Installation Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprin- klers and standard response sprinklers should not be inter- mixed. The Model F1FR Recessed Quick Response Sprinklers are to be installed as shown. The Model F1 or F2 Escutcheons illus- trated are the only recessed escutcheons to be used with the Model F1FR Sprinklers. The use of any other recessed escutch- eon will void all approvals and negate all warranties. When installing Model F1FR Sprinklers, use the Model D Sprin- kler Wrench. When installing Model F1FR Recessed Pendent or Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. RE- MOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Re- moval of the protectors before this time may leave the bulb vul- nerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE P8iOTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Temperature Ratings Classification Sprinkler Temperature °C °F Max. Ambient Temp. Bulb Color Ordinary 57 135 1OCPF(38°C) Orange Ordinary 68 155 100°F(38°C) Red Intermediate 79 175 150°F (66°C) Yellow Intermediate 93 200 150°F(66°C) Green High (1) 141 286 225°F (107°C) Blue (1) Not available for recessed sprinklers Escutcheon Data Escutcheon model Approvals Adjustment Distension Face of Fitting to Ceiling or Wall Dimension F1 F2 1,2,4,8 1,2,3,4,5,7,8 Max Recess Min Recess 1y, (38.1mm) % " (19.1mm) 1y" (38.1mm) t%6- (24mm) /6"-1/6" (5mm - 24mm) Max Recess Min Recess %6"-1 6" (5mm - 17mm) FP Push -ort/ Thread off — 1,2Max Recessed 161 (11mm) 1y" (38 1mm) z 1,2 — Min Recessed — L2 4mam --1— 1" (25.4mm) — - No Dimensional Figure for FP Maintenance The Models F1FR and F1FR Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gen- tle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprin- klers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to mini- mize the potential for damage to sprinklers that would cause improper operation or non -operation. Sprinkler Types Standard Upright Standard Pendent Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 Finishes (1)(2) I Standard Finishes Sprinkler Bronze Chrome Plated White Polyester Coated(4) -1 Escutcheon Brass Chrome Plated (3) White Painted (3) Special Application Finishes S rinkler Bright Brass Black Plated Black Paint Off White Latin Chrome Escutcheon Bright Brass Black Plated Black Paint Off White Satin Chrome (t) Other finishes and colors are available on special o der. Consult the factory for details. (2) FM Approvals is limited to bronze and brass, chrome or black plated finishes only. (3) FP Push-on/Thread-off escutcheon. (4) UL and ULC listed corrosion resistance. SIN numbers: R3621, R3622, R3623, R3625. Note: For /2" orifice pendent FM approved white polyester coated and UL approved white polyester corrosion resistant sprinklers refer to Bulletin 014. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Finish 7. Escutcheon Type 8. Escutcheon Finish (where applicable) Note: When Model F1FR Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign countries Manufactured by ReIiabkC The Reliable Automatic Sprinkler Co., Inc. (800)431-1588 (800)848-6051 (914)829-2042 www.reliablesprinkler com Sales Offices Sales Fax Corporate Offices Internet Address ® Recycled Paper Revision lines indicate updated or new data EG Printed in U S A 3/07 P/N9999970027 ReIiabkd Bulletin 154 Rev.F Model G4A Quick Response Concealed Automatic Sprinkler The Concealer° UL Quick Response FM Standard Response Concealed Sprinkler With a 1/2" (13mm) or 11/2" (38mm) Adjustment Features 1. Cover plate attachment with /" (13mm) assembly adjustment. 2. Smooth aesthetic ceiling profile. 3. Factory installed protective cap. 4. Available in brass, chrome or black plated and white painted finishes. 5. Ordinary temperature rating. 6. Multiple orifices for design flexibility. Approvals & Listings 1. Underwriters Labortories, Inc. (UL) - Quick Response 2. Underwriters Laboratories of Canada (ULC) - Quick Response 3. Factory Mutual Research Corp. (FM) - Standard Response • Light Hazard Occupanicies- No Limitations • Ordinary Hazard Occupancies Groups 1 & 2 Wet Systems Only 4. NYC MEA 258-93-E - Quick Response U.S. Patent number 4,880,063. Application The Reliable Model G4A Concealer® is the most versatile quick response concealed sprin- kler available. It provides the best form of fire protection while offering an attractive appearance and 1/2" (13mm) of cover adjust- ment for ease of installation. The small diameter cover plate as- sembly is easily attached and blends into the ceiling, concealing the most dependable fire protec- tion available, an automatic sprinkler system. The Model G4A Concealer® is designed for use where aesthetic appearance is important. Offices, hospitals, motels and restaurants are but a few of the applications where it can be used. It is available in different orifice sizes allowing the designer to optimize system performance, thereby achieving a very efficient installation. The Model G4A Concealer® is a UL Listed Quick Response Concealed sprinkler intended for use in accordance with NFPA 13. FM Approves this sprinkler as a standard response concealed sprinkler intended for use in accordance with FM Loss Prevention Data Sheet 2-8N. Product Description The Reliable Model G4A Concealer uses a proven quick re- sponse fusible element in a standard style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate assembly. The threaded engagement provides'' /z' (13mm) of cover adjustment. The flat cover plate is attached to the skirt using either 135°F (57°C) or 165°F (74°C) ordinary temperature classification solder. When the ceiling temperature rises, the solder holding the flat cover plate melts, the flat cover plate released thus exposing the sprinkler inside to the rising ambient temperature. The subsequent fusing of the element opens the waterway and causes the deflector to distribute the water. Any secure engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The Reliable Automatic Sprinkler Co., Inc. , 103 Fairview Park Drive, Elmsford, New York 10523 j naa 1791_ Ulla Installation Do not install the G4A Concealer• in ceilings which have positive pressure in the space above. • Cut a 2% inch (67mm) diameter hole is cut in the ceiling, the sprinkler is easily installed with the Model G4 Wrench. The wrench has drive tangs which insert into the cup slots. When installing a sprinkler the wrench is first positioned Into the sprinkler/cup assembly until the wrench tangs engage the crive slots in the top of the cup (there are two sets of drive slots in the cup). The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. Install the cover plate by hand turning the cover in the clockwise direction until it is tight against the ceiling. A protective cap is provided to protect the drop-down sprinkler deflector from damage which could occur during construction before the cover plate is installed. The cap is factory instated inside the sprinkler cup. Remove cap to install sprinkler, then re -install cap until the cover plate is installed. Maintenance The Model G4A Concealer' should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove any sprinkler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. Technical Data Ordering Information 1. Sprinkler Model 2. Nominal Orifice 3. Flat Cover Plate Assembly Finish 4. Inlet Type Cover Plate Finishes`'' Standard Finishes Bronze Chrome White Paint Special Application Finishes Bright Brass Black Plating Black Paint Off White Satin Chrome '' Other finishes and colors are available on special order Consult factory for details. Temperature Rating Classification Ordinary Model G4 Sprinkler Wrench UL Listing Category Sprinklers, Automatic and Open Quick Response Sprinkler UL Guide Number VNIV Sprinkler CPloatever 165°F/74°C 135°F/57`C Ordinary 212°F/100°C y 165°F/74`C Max. Ambient 1 Temp. ---1 1005F/38°C 150°F/66°C 1 Sprinkler Inlet Total Adjustment Nominal Orifice Nominal K Factor Thread Approvals 1,2,3,4 1,2 ,4 Sprinkler Identifcation (SIN) R5415 R5413 US Metric Non Adjustable -_,_--_Y2" Non Adjustable (13mm) _ 1/2" (13mm) 1/2°_05mm) _____.5.6 1,b X11 mm) _- 4.2 --_ 80_ _ 60 _- -_. 1/2" NPT (R'/z)_ 1/2 "NPT (RYz) Non Adjustable -- -- --- Adjustable Adjustable Y2113mm) T_ - -- 11/2", (38mm) 11/2" (38mm) ''Ir.: I r.. _ 2.8 40 Y2 "NPT (R1/2) 1"NPT Male or Female 1" NPT Male or Female 1" NPT Male or Female 1_,2,3,4 R5411 _."it0mm) 1/2"(15mm) /,x'111 mm) X" (10mm) 5.6 4.2 2.8 80_-_ 60 40 1,2,4 1_,2,4 1,2,4 R5418 __ R5413 R5412 Adjustable 11/2" (38mm) ,�^ NCwKAOL`L6Oy rc °N CLBJv. r' _, __� I�II I:IID_" --_1119 1J-__• '' lip—. "_----I[ "1 `I .�,'�"_ ' ". ✓ `r r --11 cNOP " >c T _ _-_ti Tx-- .w„AO/US r„rN. Ii >:.w��H��- - rL l I , f ''Ir.: I r.. _ w r, �, .,,�.ei.+ ,.....,t' u o�5va .�SY Vit_r`- I z 5Nn rr nr acsf✓5cr r I I CG?N . Fig.1 - 1/2" NPT Non -Adjustable Inlet Fig. 2 - 1" NPT Male -Adjustable Inlet Fig. 3 - 1" NPT Female -Adjustable Inlet The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable Products manufactured and distributed by Reliable have been protecting hie and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries Manufactured b Reliabld The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 (800) 848-6051 (914) 829-2042 www reliabiespnnkler com Sales Offices Sales Fax Corporate Offices Internet Address ® Recycled Paper Revision lines indicate updated or new data. EG Printed in USA 4/07 P/N 9999970150 SUBMITTAL SERIAL NO:2244HY1 BORDERS BOOKS TI @ SOUTH CENTER MALL 2ND FLOOR SALES AREA DENSITY: .20/1500 FILE NAME: TI8032W1 FLOW TEST RESULTS Water Supply STATIC 140.00 PSI RESIDUAL 20.00 PSI @ 10900.00 GPM CITY PRESSURE AVAILABLE AT 732.7 GPM 139.19 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 201 67.01 65.00 14.00 22.91 202 73.62 65.00 14.00 27.66 203 73.22 65.00 14.00 27.35 204 71.88 65.00 14.00 26.36 205 66.57 65.00 14.00 22.61 206 65.39 65.00 14.00 21.81 207 65.00 65.00 14.00 21.56 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 102 TO 202 482.69 GPM 250.00 GPM 732.69 GPM 120.89 PSI 0.00 PSI 27.33 FPS 04-02-2008 PAGE 1 SUBMITTAL BORDERS B 2ND FLOOR DENSITY: FILE NAME Location From To 107 207 Q 106 107 Q SERIAL NO:2244HY1 OOKS TI @ SOUTH CENTER MALL SALES AREA .20/1500 : TI8032W1 Flow in GPM 65.00 65.00 106 206 Q 65.39 105 106DQ 65.00 Q 130.39 105 205 Q 66.57 104 105DQ 130.39 Q 196.96 104 204 Q 71.88 19 104DQ 196.96 Q 268.84 9 19 Q 268.84 103 203 Q Pipe Size IN 1.049 DR 2.185 BN5 1.049 DR 2.185 BN5 1.049 DR 2.185 BN5 1.049 DR 2.185 BN5 2.185 BN5 Fittings Devices F=T 04-02-2008 PAGE 2 Equiv Friction Pressure Length Loss Summary Ft PSI/Ft PSI L 18.00 C=120 PT 21.56 (207) F 5.00 PE -0.40 T 23.00 1.1518 PF 26.49 L 17.00 C=120 PT 47.65 (107) F=0 F 0.00 PE 0.00 T 17.00 0.0323 PF 0.55 PT 48.20 (106) F=T F=0 F=T F=2E F=T F=T,E F=T, E 1.049 73.22 F=T DR L 18.00 C=120 PT 21.81 (206) F 5.00 PE -0.40 T 23.00 1.1645 PF 26.78 L 14.50 C=120 PT 48.19 (106) F 0.00 PE 0.00 T 14.50 0.1171 PF 1.70 PT 49.89 (105) L 18.00 C=120 PT 22.61 (205) F 5.00 PE -0.40 T 23.00 1.2037 PF 27.69 L 17.75 C=120 PT 49.90 (105) F 14.00 PE 0.00 T 31.75 0.2512 PF 7.98 PT 57.88 (104) L 18.00 C=120 PT 26.36 (204) F 5.00 PE -0.40 T 23.00 1.3874 PF 31.91 L 25.00 C=120 PT 57.87 (104) F 21.00 PE 0.00 T 46.00 0.4468 PF 20.55 L 3.04 C=120 PT 78.42 ( 19) F 21.00 PE -1.05 T 24.04 0.4468 PF 10.74 PT 88.11 ( 9) L 18.00 C=120 PT 27.35 (203) F 5.00 PE -0.40 T 23.00 1.4355 PF 33.02 SUBMITTAL SERIAL NO:2244HY1 BORDERS BOOKS TI @ SOUTH CENTER MALL 2ND FLOOR SALES AREA DENSITY: .20/1500 FILE NAME: TI8032W1 04-02-2008 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 102 103 Q 73.22 2.185 BN4 L 16.00 C=120 PT 59.97 (103) F=0 F 0.00 PE 0.00 T 16.00 0.0403 PF 0.64 PT 60.61 (102) 102 202 1.049 L 18.00 C=120 PT 27.66 (202) Q 73.62 F=T F 5.00 PE -0.40 DR T 23.00 1.4503 PF 33.36 101 102DQ 73.22 2.185 L 18.00 C=120 PT 60.62 (102) Q 146.84 F=3E F 21.00 PE 0.43 BN4 T 39.00 0.1459 PF 5.69 PT 66.74 (101) 101 201 1.049 L 32.00 C=120 PT 22.91 (201) Q 67.01 F=T F 5.00 PE -1.27 DR T 37.00 1.2187 PF 45.09 18 101DQ 146.84 2.185 L 42.50 C=120 PT 66.73 (101) Q 213.86 F=T F 14.00 PE 0.00 BN4 T 56.50 0.2926 PF 16.53 8 18 2.185 L 3.29 C=120 PT 83.26 ( 18) Q 213.86 F=T,E F 21.00 PE -1.16 BN4 T 24.29 0.2926 PF 7.11 PT 89.21 ( 8) 8 9 4.260 L 19.00 C=120 PT 88.12 ( 9) Q 268.84 F=0/2E F 26.00 PE 0.32 FM T 45.00 0.0173 PF 0.78 4 8DQ 213.86 4.260 L 121.67 C=120 PT 89.22 ( 8) Q 482.69 F=T/2E F 52.00 PE 0.68 FM T 173.67 0.0511 PF 8.87 3 4 6.357 L 136.58 C=120 PT 98.77 ( 4) Q 482 69 F=T,BFY,9E/BFY,3E F 280.00 PE 13.87 FR T 416.58 0.0073 PF 3.04 2 3 Q 482.69 10.200 L 26.00 C=120 PT 115.68 ( 3) F=2E/BFY,2E F 98.20 PE 0.00 FM1 T 124.20 0.0007 PF 0.09 1 2 10.200 L 0.01 C=120 PT 115.77 ( 2) Q 482.69 F=0 F 0.00 PE 5.00 MA T 0.01 0.0007 PF 0.00 COMMENT: 11.54 FT OF SLOPE ADDED TO REPRESENT A 5 PSI LOSS COMMENT: THROUGH A 10 INCH WILKINS 350DA SUBMITTAL SERIAL NO:2244HY1 BORDERS BOOKS TI @ SOUTH CENTER MALL 2ND FLOOR SALES AREA DENSITY: .20/1500 FILE NAME: TI8032W1 04-02-2008 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 0 1 10.275 L 246.50 C=140 PT 120.77 ( 1) Q 482.69 F=0 F 0.00 PE 0.00 UN1 T 246.50 0.0005 PF 0.12 PT 120.89 ( 0) SMITH FIRE SYSTEMS, INC. JOB NO. TI -8032 BORDERS BOOK T.I. SOUTHCENTER MALL SYSTEM # 1 WET SYSTEM AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: 0.20 GPM / 1500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 399.49 GPM AT 102.54 PSI AUXILIARY SUBMITTAL SERIAL NO:2244HY1 BORDERS BOOKS TI @ SOUTH CENTER MALL 2ND FLOOR SALES AREA DENSITY: .20/1500 FILE NAME: TI8032W4 18 x 18 SPACING FLOW TEST RESULTS Water Supply STATIC 140.00 PSI RESIDUAL 20.00 PSI @ 10900.00 GPM CITY PRESSURE AVAILABLE AT 649.5 GPM 139.35 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 401 402 403 404 405 406 66.97 65.50 65.00 68.51 67.02 66.49 65.00 65.00 65.00 65.00 65.00 65.00 14.00 14.00 14.00 14.00 14.00 14.00 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 304 TO 404 22.88 21.89 21.56 23.95 22.91 22.56 399.49 GPM 250.00 GPM 649.49 GPM 107.73 PSI 0.00 PSI 25.43 FPS 04-02-2008 PAGE 1 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 BORDERS BOOKS TI @ SOUTH CENTER MALL 2ND FLOOR SALES AREA DENSITY: .20/1500 FILE NAME: TI8032W4 18 x 18 SPACING 04-02-2008 PAGE 2 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 303 403 65.00 18.00 5.0 1.049 DR 1.152 -0.40 47.65 21.56 302 303 65.00 18.79 14.0 2.185 BN4 0.032 -0.34 48.37 47.65 306 406 66.49 18.00 5.0 1.049 DR 1.201 -0.40 49.79 22.56 305 306 66.49 18.79 14.0 2.185 BN5 0.034 -0.34 50.56 49.79 305 405 67.02 18.00 5.0 1.049 DR 1.219 -0.40 50.54 22.91 304 305 133.51 18.00 0.0 2.185 BN5 0.122 0.00 52.74 50.54 304 404 68.51 18.00 5.0 1.049 DR 1.270 -0.40 52.75 23.95 19 304 202.02 65.00 14.0 2.185 BN5 0.263 0.00 73.55 52.75 9 19 202.02 3.04 21.0 2.185 BN5 0.263 -1.05 78.83 73.55 302 402 65.50 18.00 5.0 1.049 DR 1.168 -0.40 48.36 21.89 301 302 130.50 18.00 0.0 2.185 BN4 0.117 0.00 50.47 48.36 301 401 66.97 18.00 5.0 1.049 DR 1.217 -0.40 50.48 22.88 18 301 197.47 66.00 28.0 2.185 BN4 0.252 0.43 74.64 50.48 8 18 197.47 3.29 21.0 2.185 BN4 0.252 -1.16 79.61 74.64 8 9 202.02 19.00 26.0 4.260 FM2 0.010 0.32 79.62 78.84 4 8 399.49 121.67 52.0 4.260 FM 0.036 0.68 86.55 79.62 3 4 399.49 136.58 280.0 6.357 FR 0.005 13.87 102.54 86.55 2 3 399.49 26.00 98.2 10.200 FM1 0.001 0.00 102.60 102.54 1 2 399.49 0.01 0.0 10.200 MA 0.001 5.00 107.60 102.60 COMMENT: 11.54 FT OF SLOPE ADDED TO REPRESENT A 5 PSI LOSS COMMENT: THROUGH A 10 INCH WILKINS 350DA 0 1 399.49 246.50 46.0 10.275 UN1 0.000 0.00 107.72 107.60 Tol-Brace Seismic Calculations 1 OF 4 Project Address: THE CONTAINER STORE . COOPER B-Line WESTFIELD MALL OTOLCCI TUKWILA, WA • Job # . Calculations based on 2010 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 28' 0" (8.53 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7 0" (2.13 m) Fig.1000 Clamp 1425 lbs (646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1955 lbs (887 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading 'Please Least Rad. Gyration 0.42" (11 mm) Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. of UR Value 200 Assembly Detail Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.7 TOLCO Fig 828 .j 1 Fastener Information TOLCO Fig980 TIIi�i Fastener Orientation NFPA Type B •� Maximum Load 1425 lbs (646 kg) Diameter N/A TOLCO Fig 1000 Length N/A Type Fig.828 Along Beam Brace Identification on Plans LATERAL BRACE #1 Orientation of Brace Lateral Braced Pipe: 4" Sch.10 Steel Pipe Load Information Size and Type of Pipe don t... Total Length Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 1c cent 04, 28ft (8.5 m) 231 lbs (105 kg) 2" Sch.10 Steel Pipe (50.8 mm) ° �Il. �l• 120ft (36.6 m) 354 lbs (161 kg) 1" Sch.10 Steel Pipe (25.4 mm) . �d• .� ��fi r - 30ft (9.1 m) 38 lbs (17 kg) z104waELii j,., J, Percentage added for Fittings and Sprinklers 15% 94 lbs (42.64 kg) Total Adjusted Load of all pipe within Zone of Influence 717 lbs (325 kg) {Tol-Brace Version 7) Tol-Brace Seismic Calculations THE CONTAINER STORE WESTFIELD MALL Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job#. LATERAL BRACE #1 NFPA Type B 4" Sch.10 Steel Pipe 28' 0" (8.53 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° Fig.828 Along Beam N/A Summary of Pipe within Zone of Influence 2 OF 4 COOPER B-line @TOLCD 4" Sch.10 Steel Pipe (101.6 mm) 28ft (8.5 m) 2" Sch.10 Steel Pipe (50.8 mm) 120ft (36.6 m) 1" Sch.10 Steel Pipe (25.4 mm) 30ft (9.1 m) G -Factor Used 0.7 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.1000 Clamp Fig.980 Universal Swivel Structural Member 15% 717 lbs (325 kg) 1310 lbs (594 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) 1955 lbs (887 kg) STEEL WIDE FLANGE BEAM Calculations prepared by CO 'The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations 3 OF 4 Project Address: THE CONTAINER STORE COOPER B -Line WESTFIELD MALL eiTOLCD TUKWILA, WA • Job # . Calculations based on 2010 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 46' 0" (14.02 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig.4A Clamp 1425 lbs (646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1955 lbs (887 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading *Please Least Rad. Gyration 0.42" (11 mm) Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. of L/R Value 200 Assembly Detail 1310 lbs (594 kg) Max Horizontal Load TOLCO FIG 828 j i Force Factor (Cp) 0.7 "ice Fastener Information Fastener Orientation NFPA Type B �✓ *, TOLCO FIG 980 Maximum Load 1425 lbs (646 kg) TOLCO FIG 4A Diameter N/A `i/ Length N/A 0 Type Fi..828 Across Beam Brace Identification on Plans LONGITUDINAL BRACE #2 Orientation of Brace Longitudinal Braced Pipe: 4" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 46ft (14 m) 379 lbs (172 kg) Percentage added for Fittings and Sprinklers 15% 57 lbs (25.86 kg) Total Adjusted Load of all pipe within Zone of Influence 436 lbs (198 kg) (Tol-Brace Version 7} ToI-Brace Seismic Calculations THE CONTAINER STORE WESTFIELD MALL Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job #. LONGITUDINAL BRACE #2 NFPA Type B 4" Sch.10 Steel Pipe 46' 0" (14.02 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 45° Fig.828 Across Beam N/A Summary of Pipe within Zone of Influence 4 OF 4 Can B -Line ®TOLCD 4" Sch.10 Steel Pipe (101.6 mm) I46ft(14m) G -Factor Used 0.7 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.4A Clamp Fig.980 Universal Swivel Structural Member 15% 436 lbs (198 kg) 1310 lbs (594 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) 1955 lbs (887 kg) STEEL WIDE FLANGE BEAM Calculations prepared by CO *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Rev 2 10/16/13 Hydraulic Calculations Sheet 1 of 96 for Project Name: CONTAINER STORE - SALES FLOOR Design: Remote Area Number: 1 Density: 0.40 gpm/sq.ft. Area of application: 2000 square feet Coverage per sprinkler: 100 S.F MAX Type of sprinklers calculated: K=11.2 No. of sprinklers calculated: 26 heads Hose streams: 500.0 gpm Outside Hose Total water required: Including hose streams Date 10/16/13 Job: CONT -GRD 101.23 psi Q 1592.8 gpm @ Supply 114.95 psi available @ 1592.8 gpm Below curve by 13.72 psi for Remote Area 1 Type of System: Wet Water Supply Information: 120.00 psi Static, 20.00 psi Residual @ 8000.0 gpm Name of Contractor: CROWN FIRE PROTECTION Address: BOTHELL, WASHINGTON Phone Number: Program: 'HydroCalc' by Micro Space Systems stock room calcs: sheet #27 remote area #4: sheet #62 www.MicroSpaceSystems.com O Pressure CPU) SSE q� il l 8 O t l "" g.1 31:101S 1:13Nro1NNO3 CONTAINER STORE - SALES FLOOR CROWN FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow B26 Wilkens Model 350A Double Check Valve Assy. GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only FH4 FLEX HEAD - 4' Description of Other abbreviations Code Description AO Arm -over DR Drop PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction A.5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 3 CONTAINER STORE - SALES FLOOR Sheet 4 Remote areas are selected by allowing specified nodes to flow for the designated remote area. Nodes not specified will have no flow exiting those nodes within the designated remote area. All nodes within the entire system follow this rule, both within the grid and within any other calculated sections. Remote area number 1 includes nodes: 1 4-11 16-20 24-29 34-38 Remote area number 2 includes nodes: 1 7-11 18-21 26-30 36-40 44-47 81-87 CONTAINER STORE - SALES FLOOR Sheet 5 Grid Node Analysis Remote Area #1 Remote Area Summary BL Split Split Demand @ BOR Demand @ Supply RA No Head Press Press Flow Press Flow Pressure Breakdown 1 1 7 27.25 93.05 1092.8 101.23 1592.8 Split Pressure= 27.25 2 18 33.51 Grid Loss = 23.01 3 26 31.94 Avail @ Supply= 114.95 4 36 34.91 Below Curve = 13.72 2 1 9 27.25 89.16 1122.9 97.76 1622.9 Split Pressure= 27.25 2 20 30.36 Grid Loss = 17.69 3 28 27.64 Avail @ Supply= 114.77 4 38 28.42 Below Curve = 17.01 5 45 29.55 Most demanding Remote Area is area number 1 Sheet 6 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 1 DR1 1.080 3.00 0 0 11.4 12.760 -2.000 0.0 120 32 1T,1FH4 2 GP 4.260 9.00 14 3 0.000 0.000 0.0 120 32 3 GL1 2.157 28.00 3 4 N 0.000 17.500 0.0 120 32 3E,2T 4 GL1 2.157 7.00 4 5 N DR1 0.000 16.000 0.0 120 32 5 GL1 2.157 8.00 5 6 N DR1 0.000 16.000 0.0 120 32 6 GL1 2.157 3.00 6 7 N DR1 0.000 16.000 0.0 120 32 7 GL1 2.157 9.00 7 8 N DR1 0.000 16.000 0.0 120 32 8 GL1 2.157 1.00 8 9 N DR1 0.000 16.000 0.0 120 32 9 GL1 2.157 13.00 9 10 N DR1 0.000 16.000 0.0 120 32 1E 10 GL1 2.157 2.00 10 11 N DR1 0.000 16.000 0.0 120 32 11 GL1 2.157 6.00 11 12 N DR1 DR1 0.000 16.000 0.0 120 32 1T,1E 12 GS 4.260 2.50 12 21 N 0.000 16.000 0.0 120 32 13 GP 4.260 10.00 23 14 0.000 0.000 0.0 120 32 14 GL2 2.157 6.00 14 15 N 0.000 17.500 0.0 120 32 1T,1E 15 GL2 2.157 21.00 15 16 N DR1 0.000 16.000 0.0 120 32 1E 16 GL2 2.157 9.00 16 17 N DR1 0.000 16.000 0.0 120 32 17 GL2 2.157 10.00 17 18 N DR1 0.000 16.000 0.0 120 32 18 GL2 2.157 10.00 18 19 N DR1 0.000 16.000 0.0 120 32 19 GL2 2.157 10.00 19 20 N DR1 0.000 16.000 0.0 120 32 20 GL2 2.157 8.00 20 21 N DR1 0.000 16.000 0.0 120 32 2T,1E 21 GS 4.260 18.00 21 31 N AO1 0.000 16.000 0.0 120 32 2VE 22 GP 4.260 12.00 33 23 0.000 0.000 0.0 120 32 23 GL3 2.157 28.00 23 24 N 0.000 17.500 0.0 120 32 2T,1E 24 GL3 2.157 6.00 24 25 N DR1 0.000 16.000 0.0 120 32 25 GL3 2.157 11.00 25 26 N DR1 0.000 16.000 0.0 120 32 26 GL3 2.157 17.00 26 27 N DR1 0.000 16.000 0.0 120 32 3E 27 GL3 2.157 7.00 27 28 N DR1 0.000 16.000 0.0 120 32 28 GL3 2.157 8.00 28 29 N DR1 0.000 16.000 0.0 120 32 29 GL3 2.157 7.00 29 30 N DR1 0.000 16.000 0.0 120 32 1T 30 GN3 2.157 2.00 30 31 N AO2 0.000 16.000 0.0 120 32 1T,1E 31 GS 4.260 14.00 31 41 N 0.000 15.500 0.0 120 32 32 GP 4.260 11.00 43 33 0.000 0.000 0.0 120 32 33 GL4 2.157 24.00 33 34 N 0.000 17.500 0.0 120 32 2T,1E Sheet 7 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 34 GL4 2.157 10.00 34 35 N DR1 0.000 15.000 0.0 120 32 35 GL4 2.157 6.00 35 36 N DR1 0.000 15.000 0.0 120 32 36 GL4 2.157 16.00 36 37 N DR1 0.000 15.000 0.0 120 32 2E 37 GL4 2.157 10.00 37 38 N DR1 0.000 16.000 0.0 120 32 38 GL4 2.157 9.00 38 39 N DR1 0.000 16.000 0.0 120 32 39 GL4 2.157 5.00 39 40 N DR1 0.000 16.000 0.0 120 32 40 GN4 2.157 2.00 40 41 N A03 0.000 16.000 0.0 120 32 1T,1E 41 GS 4.260 8.50 41 48 N 0.000 15.500 0.0 120 32 42 GP 4.260 10.50 50 43 0.000 0.000 0.0 120 32 43 GL5 2.157 58.00 43 44 N 0.000 17.500 0.0 120 32 3T,2T 44 GL5 2.157 10.00 44 45 N DR1 0.000 16.000 0.0 120 32 45 GL5 2.157 9.00 45 46 N DR1 0.000 16.000 0.0 120 32 46 GL5 2.157 3.00 46 47 N DR1 0.000 16.000 0.0 120 32 47 GN5 2.157 2.00 47 48 N AO4 0.000 16.000 0.0 120 32 1T,1E 48 GS 4.260 11.50 48 51 N 0.000 15.500 0.0 120 32 49 GP 4.260 7.50 53 50 0.000 0.000 0.0 120 32 50 GL 2.157 84.00 50 51 N 0.000 17.500 0.0 120 32 5E,4T 51 GS 4.260 9.50 51 54 N 0.000 15.500 0.0 120 32 52 GP 4.260 6.00 56 53 0.000 0.000 0.0 120 32 53 GL 2.157 80.00 53 54 N 0.000 17.500 0.0 120 32 2T,2E 54 GS 4.260 6.00 54 57 N 0.000 15.500 0.0 120 32 55 GP 4.260 10.00 61 56 0.000 0.000 0.0 120 32 56 GL 2.157 82.00 56 57 N 0.000 17.500 0.0 120 32 4T,4E 57 GS 4.260 12.00 57 62 N 0.000 15.500 0.0 120 32 58 GP 4.260 4.00 64 59 0.000 0.000 0.0 120 32 59 GP 4.260 3.00 59 60 N 0.000 17.500 0.0 120 32 60 GP 4.260 4.00 60 61 N 0.000 17.500 0.0 120 32 61 GL 2.157 82.00 61 62 N 0.000 17.500 0.0 120 32 4T,4E 62 GS 4.260 9.00 62 65 N 0.000 15.500 0.0 120 32 63 GP 4.260 16.00 67 64 0.000 0.000 0.0 120 32 2VE 64 GL 2.157 82.00 64 65 N 0.000 17.500 0.0 120 32 3T,3E 65 GS 4.260 11.00 65 68 N 0.000 15.500 0.0 120 32 Sheet 8 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 66 GP 4.260 6.00 71 67 0.000 0.000 0.0 120 32 67 GL 2.157 80.00 67 68 N 0.000 16.000 0.0 120 32 4T,4E 68 GS 4.260 8.00 68 72 N 0.000 15.500 0.0 120 32 69 GP 4.260 6.00 69 70 N 0.000 16.000 0.0 120 32 70 GP 4.260 2.50 70 71 N 0.000 16.000 0.0 120 32 71 GL 3.260 78.00 71 72 N 0.000 16.000 0.0 120 32 2T,2E 72 GS 4.260 6.00 72 73 N 0.000 15.500 0.0 120 32 73 GL 2.157 80.00 73 69 N 0.000 15.500 0.0 120 32 6E,2T 75 BU 4.260 3.50 69 0 0.000 0.000 0.0 120 32 76 BU 4.260 23.00 0 0 0.000 0.000 0.0 120 32 1VT 77 BU 6.357 145.00 0 0 0.000 16.000 0.0 120 32 8VE 78 RI 6.357 12.00 0 0 BU 0.000 19.000 0.0 120 32 1B26,2T 79 UG 5.890 150.00 0 0 RI 0.000 0.000 0.0 140 16 2UT1,1GV,4UE 80 UG 5.890 0.00 0 0 0.000 0.000 500.0 140 16 81 A01 2.157 5.00 0 0 DR1 0.000 0.000 0.0 120 16 2T 82 A02 2.157 2.00 0 0 DR1 0.000 0.000 0.0 120 16 83 A02 2.157 4.00 0 0 DR1 0.000 0.000 0.0 120 16 1T 84 A03 2.157 3.00 0 0 DR1 0.000 0.000 0.0 120 16 85 A03 2.157 6.00 0 0 DR1 0.000 0.000 0.0 120 16 1T 86 A04 2.157 5.00 0 0 DR1 0.000 0.000 0.0 120 16 87 A04 2.157 5.00 0 0 DR1 0.000 0.000 0.0 120 16 1T Sheet 9 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 L 3.0 PT 12.76 1 40.7=11.40(12.76)A.5 F 33.5 PE -0.87 (EL= -2.0 ft) 1 40.7 1.080 1T 1FH4 T 36.5 0.42079 PF 15.36 14.3 PT 27.25 4 B1 Jct K -factor for drop 1 = 40.7/(27.25)A.5 = 7.80 at Hyd Ref Pts 4 5 6 7 8 9 10 11 16 17 18 19 20 24 25 26 27 28 29 34 35 36 37 38 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Grid Node Analysis Remote Area #1 Discharge Pressure Outlet Node (gpm) (psi) K -Value Source Sheet 10 Elevation (ft) Comments 3 - 38.76 17.50 4 41.4 28.15 K= 7.80 DR1 16.00 5 40.9 27.55 K= 7.80 DR1 16.00 6 40.7 27.26 K= 7.80 DR1 16.00 7 40.7 27.25 K= 7.80 DR1 16.00 Split: Line 1 8 40.7 27.27 K= 7.80 DR1 16.00 9 40.7 27.29 K= 7.80 DR1 16.00 10 41.7 28.67 K= 7.80 DR1 16.00 11 83.9 28.95 K=15.59 DR1 + DR1 16.00 12 - 37.16 16.00 14 - 38.81 17.50 15 - 36.86 16.00 16 45.4 33.98 K= 7.80 DR1 16.00 17 45.2 33.58 K= 7.80 DR1 16.00 18 45.1 33.51 K= 7.80 DR1 16.00 Split: Line 2 19 45.1 33.53 K= 7.80 DR1 16.00 20 45.4 33.85 K= 7.80 DR1 16.00 21 - 37.19 16.00 23 - 38.98 17.50 24 44.4 32.43 K= 7.80 DR1 16.00 25 44.2 32.09 K= 7.80 DR1 16.00 26 44.1 31.94 K= 7.80 DR1 16.00 Split: Line 3 27 44.1 31.94 K= 7.80 DR1 16.00 28 44.2 32.08 K= 7.80 DR1 16.00 29 44.5 32.60 K= 7.80 DR1 16.00 30 - 35.21 16.00 31 - 38.20 15.50 33 - 39.41 17.50 34 46.3 35.29 K= 7.80 DR1 15.00 35 46.1 34.94 K= 7.80 DR1 15.00 36 46.1 34.91 K= 7.80 DR1 15.00 Split: Line 4 37 45.9 34.66 K= 7.80 DR1 16.00 38 46.2 35.07 K= 7.80 DR1 16.00 39 - 36.01 16.00 40 - 36.52 16.00 41 - 38.87 15.50 43 - 40.03 17.50 44 - 39.64 16.00 45 - 39.55 16.00 46 - 39.47 16.00 Sheet 11 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Grid Node Analysis Remote Area #1 Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 47 48 50 51 53 54 56 57 59 60 61 62 64 65 67 68 69 70 71 72 73 (1092.8) 39.45 39.48 40.69 40.24 41.21 40.80 41.68 41.11 43.19 42.90 42.53 41.67 43.56 42.02 47.81 42.38 50.26 Feed Jct 49.06 48.57 42.56 42.57 16.00 15.50 17.50 15.50 17.50 15.50 17.50 15.50 17.50 17.50 17.50 15.50 17.50 15.50 16.00 15.50 16.00 16.00 16.00 15.50 15.50 Sheet 12 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Grid Pipe Information Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 2 4.260 9.0 9.0 0.00 -148.3 0.0058 0.05 3.3 14 3 38.81 38.76 3 2.157 28.0 71.1 1.50 -148.3 0.1583 11.26 13.0 3 4 38.76 28.15 Fit= 43.1 3E 2T 4 2.157 7.0 7.0 0.00 -107.0 0.0865 0.61 9.4 4 5 28.15 27.55 5 2.157 8.0 8.0 0.00 -66.0 0.0354 0.28 5.8 5 6 27.55 27.26 6 2.157 3.0 3.0 0.00 -25.3 0.0060 0.02 2.2 6 7 27.26 27.25 7 2.157 9.0 9.0 0.00 15.4 0.0024 0.02 1.3 7 8 27.25 27.27 8 2.157 1.0 1.0 0.00 56.1 0.0262 0.03 4.9 8 9 27.27 27.29 9 2.157 13.0 19.2 0.00 96.8 0.0719 1.38 8.5 9 10 27.29 28.67 Fit= 6.2 1E 10 2.157 2.0 2.0 0.00 138.6 0.1395 0.28 12.2 10 11 28.67 28.95 11 2.157 6.0 24.5 0.00 222.4 0.3351 8.21 19.5 11 12 28.95 37.16 Fit= 18.5 1T 1E 12 4.260 2.5 2.5 0.00 222.4 0.0122 0.03 5.0 12 21 37.16 37.19 13 4.260 10.0 10.0 0.00 -267.7 0.0172 0.17 6.0 23 14 38.98 38.81 14 2.157 6.0 24.5 1.50 -119.4 0.1060 2.60 10.5 14 15 38.81 36.86 Fit= 18.5 1T 1E 15 2.157 21.0 27.2 0.00 -119.4 0.1060 2.88 10.5 15 16 36.86 33.98 Fit= 6.2 1E 16 2.157 9.0 9.0 0.00 -74.0 0.0437 0.39 6.5 16 17 33.98 33.58 17 2.157 10.0 10.0 0.00 -28.8 0.0076 0.08 2.5 17 18 33.58 33.51 18 2.157 10.0 10.0 0.00 16.3 0.0027 0.03 1.4 18 19 33.51 33.53 19 2.157 10.0 10.0 0.00 61.5 0.0310 0.31 5.4 19 20 33.53 33.85 20 2.157 8.0 38.8 0.00 106.8 0.0863 3.35 9.4 20 21 33.85 37.19 Fit= 30.8 2T 1E 21 4.260 18.0 31.4 0.50 329.3 0.0252 0.79 7.4 21 31 37.19 38.20 Fit= 13.4 2VE Sheet 13 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Grid Pipe Information Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 22 4.260 12.0 12.0 0.00 -396.8 0.0356 0.43 8.9 33 23 39.41 38.98 23 2.157 28.0 58.8 1.50 -129.1 0.1225 7.20 11.3 23 24 32.98 32.43 Fit= 30.8 2T 1E 24 2.157 6.0 6.0 0.00 -84.7 0.0562 0.34 7.4 24 25 32.43 32.09 25 2.157 11.0 11.0 0.00 -40.5 0.0144 0.16 3.6 25 26 32.09 31.94 26 2.157 17.0 35.5 0.00 3.5 0.0002 0.01 0.3 26 27 31.94 31.94 Fit= 18.5 3E 27 2.157 7.0 7.0 0.00 47.6 0.0193 0.14 4.2 27 28 31.94 32.08 28 2.157 8.0 8.0 0.00 91.7 0.0651 0.52 8.1 28 29 32.08 32.60 29 2.157 7.0 19.3 0.00 136.2 0.1353 2.61 12.0 29 30 32.60 35.21 Fit= 12.3 1T 30 2.157 2.0 20.5 0.50 136.2 0.1353 2.77 12.0 30 31 35.21 38.20 Fit= 18.5 1T 1E 31 4.260 14.0 14.0 0.00 465.5 0.0478 0.67 10.5 31 41 38.20 38.87 32 4.260 11.0 11.0 0.00 -509.3 0.0564 0.62 11.5 43 33 40.03 39.41 33 2.157 24.0 54.8 2.50 -112.5 0.0949 5.20 9.9 33 34 39.41 35.29 Fit= 30.8 2T 1E 34 2.157 10.0 10.0 0.00 -66.2 0.0356 0.36 5.8 34 35 35.29 34.94 35 2.157 6.0 6.0 0.00 -20.1 0.0039 0.02 1.8 35 36 34.94 34.91 36 2.157 16.0 28.3 -1.00 26.0 0.0063 0.18 2.3 36 37 34.91 34.66 Fit= 12.3 2E 37 2.157 10.0 10.0 0.00 71.9 0.0414 0.41 6.3 37 38 34.66 35.07 38 2.157 9.0 9.0 0.00 118.0 0.1038 0.93 10.4 38 39 35.07 36.01 39 2.157 5.0 5.0 0.00 118.0 0.1038 0.52 10.4 39 40 36.01 36.52 40 2.157 2.0 20.5 0.50 118.0 0.1038 2.13 10.4 40 41 36.52 38.87 Fit= 18.5 1T 1E 41 4.260 8.5 8.5 0.00 583.5 0.0725 0.62 13.1 41 48 38.87 39.48 Sheet 14 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Grid Pipe Information Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 42 4.260 10.5 10.5 0.00 -540.3 0.0629 0.66 12.2 50 43 90.69 40.03 43 2.157 58.0 119.5 1.50 -30.9 0.0087 1.04 2.7 43 44 40.03 39.64 Fit= 61.5 3T 2T 44 2.157 10.0 10.0 0.00 -30.9 0.0087 0.09 2.7 44 45 39.64 39.55 45 2.157 9.0 9.0 0.00 -30.9 0.0087 0.08 2.7 45 46 39.55 39.47 46 2.157 3.0 3.0 0.00 -30.9 0.0087 0.03 2.7 46 47 39.47 39.45 47 2.157 2.0 20.5 0.50 -30.9 0.0087 0.18 2.7 47 48 39.45 39.48 Fit= 18.5 1T 1E 48 4.260 11.5 11.5 0.00 552.6 0.0656 0.75 12.4 48 51 39.48 40.24 49 4.260 7.5 7.5 0.00 -569.9 0.0694 0.52 12.8 53 50 41.21 40.69 50 2.157 84.0 164.0 2.00 -29.6 0.0080 1.32 2.6 50 51 40.69 40.24 Fit= 80.0 5E 4T 51 4.260 9.5 9.5 0.00 523.0 0.0592 0.56 11.8 51 54 40.24 40.80 52 4.260 6.0 6.0 0.00 -604.8 0.0775 0.47 13.6 56 53 41.68 41.21 53 2.157 80.0 116.9 2.00 -34.9 0.0109 1.28 3.1 53 54 41.21 40.80 Fit= 36.9 2T 2E 54 4.260 6.0 6.0 0.00 488.0 0.0521 0.31 11.0 54 57 40.80 41.11 55 4.260 10.0 10.0 0.00 -636.6 0.0852 0.85 14.3 61 56 42.53 41.68 56 2.157 82.0 155.8 2.00 -31.8 0.0092 1.43 2.8 56 57 41.68 41.11 Fit= 73.8 4T 4E 57 4.260 12.0 12.0 0.00 456.2 0.0460 0.55 10.3 57 62 41.11 41.67 58 4.260 4.0 4.0 0.00 -671.8 0.0942 0.38 15.1 64 59 43.56 43.19 59 4.260 3.0 3.0 0.00 -671.8 0.0942 0.28 15.1 59 60 43.19 42.90 60 4.260 4.0 4.0 0.00 -671.8 0.0942 0.38 15.1 60 61 42.90 42.53 61 2.157 82.0 155.8 2.00 -35.2 0.0111 1.73 3.1 61 62 42.53 41.67 Fit= 73.8 4T 4E Sheet 15 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Grid Pipe Information Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 62 4.260 9.0 9.0 0.00 421.0 0.0397 0.36 9.5 62 65 41.67 42.02 63 4.260 16.0 33.9 -1.50 -717.0 0.1062 3.60 16.1 67 64 47.81 43.56 Fit= 17.9 2VE 64 2.157 82.0 137.4 2.00 -45.1 0.0175 2.41 4.0 64 65 43.56 42.02 Fit= 55.4 3T 3E 65 4.260 11.0 11.0 0.00 375.9 0.0322 0.35 8.5 65 68 42.02 42.38 66 4.260 6.0 6.0 0.00 -784.3 0.1254 0.75 17.7 71 67 48.57 47.81 67 2.157 80.0 153.8 0.50 -67.4 0.0368 5.65 5.9 67 68 47.81 42.38 Fit= 73.8 4T 4E 68 4.260 8.0 8.0 0.00 308.5 0.0223 0.18 6.9 68 72 42.38 42.56 69 4.260 6.0 6.0 0.00-1008.3 0.1996 1.20 22.7 69 70 50.26 49.06 70 4.260 2.5 2.5 0.00-1008.3 0.1996 0.50 22.7 70 71 49.06 48.57 71 3.260 78.0 137.1 0.50 -224.0 0.0454 6.23 8.6 71 72 48.57 42.56 Fit= 59.1 2T 2E 72 4.260 6.0 6.0 0.00 84.5 0.0020 0.01 1.9 72 73 42.56 42.57 73 2.157 80.0 141.5 -0.50 84.5 0.0559 7.91 7.4 73 69 42.57 50.26 Fit= 61.5 6E 2T Sheet 16 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 L 3.5 PT 50.26 69 Grid Jct 1092.8=154.14(50.26)'.5 F 0.0 PE 0.00 75 1092.8 4.260 T 3.5 0.23159 PF 0.81 24.6 L 23.0 PT 51.07 76 F 21.1 PE 0.00 76 1092.8 4.260 1VT T 44.1 0.23159 PF 10.21 24.6 L 145.0 PT 61.29 77 F 100.6 PE 6.93 (EL= 16.0 ft) 77 1092.8 6.357 8VE T 245.6 0.03297 PF 8.10 11.0 PT 76.31 78 Top of Riser Riser C = 120 L 12.0 PT 76.31 78 Top of Riser F 75.4 PE 8.23 (EL= 19.0 ft) 78 1092.8 6.357 1B26 2T T 87.4 0.03297 PF 8.51 11.0 1B26 = 5.63# PT 93.05 79 B.O.R. Under ground C = 140 L 150.0 PT 93.05 79 B.O.R. F 77.5 PE 0.00 79 1092.8 5.890 2UT1 1GV T 227.5 0.03595 PF 8.18 12.9 4UE L 0.0 PT 101.23 80 500.0 gpm = Hose F 0.0 PE 0.00 80 1592.8 5.890 T 0.0 0.00000 PF 0.00 18.8 PT 101.23 81 Supply Jct Available flow at 101.23 psi is 3238.7 gpm which is 1645.9 gpm from curve. Supply pressure available with 1592.8 gpm flowing is 114.95 psi, thus system requirement is 13.72 psi below supply curve. (11.9%) CONTAINER STORE - SALES FLOOR Sheet 17 Supply Analysis Remote Area #1 Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure 81 120.00 20.00 8000.0 114.95 1592.8 101.23 Node Analysis Remote Area #1 Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 1 30.00 Orif=11.40 3 33.50 4 32.00 5 32.00 6 32.00 7 32.00 8 32.00 9 32.00 10 32.00 11 32.00 12 32.00 14 33.50 15 32.00 16 32.00 17 32.00 18 32.00 19 32.00 20 32.00 21 32.00 23 33.50 24 32.00 25 32.00 26 32.00 27 32.00 28 32.00 29 32.00 30 32.00 31 31.50 33 33.50 34 31.00 35 31.00 36 31.00 37 32.00 38 32.00 39 32.00 40 32.00 41 31.50 43 33.50 12.76 38.76 28.15 27.55 27.26 27.25 27.27 27.29 28.67 28.95 37.16 38.81 36.86 33.98 33.58 33.51 33.53 33.85 37.19 38.98 32.43 32.09 31.94 31.94 32.08 32.60 35.21 38.20 39.41 35.29 34.94 34.91 34.66 35.07 36.01 36.52 38.87 40.03 40.7 Split: Line 1 Split: Line 2 Split: Line 3 Split: Line 4 CONTAINER STORE - SALES FLOOR Sheet 18 Node Analysis Remote Area #1 Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 44 32.00 45 32.00 46 32.00 47 32.00 48 31.50 50 33.50 51 31.50 53 33.50 54 31.50 56 33.50 57 31.50 59 33.50 60 33.50 61 33.50 62 31.50 64 33.50 65 31.50 67 32.00 68 31.50 69 32.00 Feed Jct 70 32.00 71 32.00 72 31.50 73 31.50 76 32.00 77 32.00 78 16.00 79 -3.00 80 -3.00 Hose 81 16.00 82 16.00 83 16.00 84 16.00 85 16.00 86 16.00 87 16.00 39.64 39.55 39.47 39.45 39.48 40.69 40.24 41.21 40.80 41.68 41.11 43.19 42.90 42.53 41.67 43.56 42.02 47.81 42.38 50.26 49.06 48.57 42.56 42.57 51.07 61.29 76.31 93.05 101.23 101.23 27.25 27.28 27.25 27.29 27.25 27.32 500.0 CONTAINER STORE - SALES FLOOR Sheet 19 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 1 30.00 11.40 40.7 1" 1T 1FH4 L 3.0 120 Pt 12.76 1 F 33.5 14.3 Pe -0.87 81 16.00 40.7 1.080 33.5 T 36.5 0.4208 Pf 15.36 DR1:K=7.80 14 33.50 4" L 9.0 120 Pt 38.81 2 F 0.0 3.3 Pe 0.00 3 33.50 -148.3 4.260 T 9.0 0.0058 Pf -0.05 3 3 33.50 4 32.00 2" 3E 2T L 28.0 120 Pt 38.76 F 43.1 13.0 Pe 0.65 -148.3 2.157 43.1 T 71.1 0.1583 Pf -11.26 4 32.00 7.80 [41.4] 2" L 7.0 120 Pt 28.15 DR1 4 F 0.0 9.4 Pe 0.00 5 32.00 -107.0 2.157 T 7.0 0.0865 Pf -0.61 5 32.00 7.80 [40.9] 2" L 8.0 120 Pt 27.55 DR1 5 F 0.0 5.8 Pe 0.00 6 32.00 -66.0 2.157 T 8.0 0.0354 Pf -0.28 6 32.00 7.80 [40.7] 2" L 3.0 120 Pt 27.26 DR1 6 F 0.0 2.2 Pe 0.00 7 32.00 -25.3 2.157 T 3.0 0.0060 Pf -0.02 7 32.00 7.80 [40.7] 2" L 9.0 120 Pt 27.25 DR1 7 F 0.0 1.3 Pe 0.00 8 32.00 15.4 2.157 T 9.0 0.0024 Pf 0.02 8 32.00 7.80 [40.7] 2" L 1.0 120 Pt 27.27 DR1 8 F 0.0 4.9 Pe 0.00 9 32.00 56.1 2.157 T 1.0 0.0262 Pf 0.03 9 9 32.00 7.80 [40.7] 2" 1E 10 32.00 96.8 2.157 L 13.0 120 Pt 27.29 DR1 F 6.2 8.5 Pe 0.00 6.2 T 19.2 0.0719 Pf 1.38 10 32.00 7.80 [41.7] 2" L 2.0 120 Pt 28.67 DR1 10 F 0.0 12.2 Pe 0.00 11 32.00 138.6 2.157 T 2.0 0.1395 Pf 0.28 11 11 32.00 15.59 [83.9] 2" 1T 1E L 6.0 120 Pt 28.95 DR1 + DR1 F 18.5 19.5 Pe 0.00 12 32.00 222.4 2.157 18.5 T 24.5 0.3351 Pf 8.21 CONTAINER STORE - SALES FLOOR Sheet 20 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 12 32.00 4" L 2.5 120 Pt 37.16 12 F 0.0 5.0 Pe 0.00 21 32.00 222.4 4.260 T 2.5 0.0122 Pf 0.03 23 33.50 4" L 10.0 120 Pt 38.98 13 F 0.0 6.0 Pe 0.00 14 33.50 -267.7 4.260 T 10.0 0.0172 Pf -0.17 14 14 33.50 15 32.00 2" 1T 1E L 6.0 120 Pt 38.81 F 18.5 10.5 Pe 0.65 -119.4 2.157 18.5 T 24.5 0.1060 Pf -2.60 15 15 32.00 2" lE 16 32.00 -119.4 2.157 L 21.0 120 Pt 36.86 F 6.2 10.5 Pe 0.00 6.2 T 27.2 0.1060 Pf -2.88 16 32.00 7.80 [45.4] 2" L 9.0 120 Pt 33.98 DR1 16 F 0.0 6.5 Pe 0.00 17 32.00 -74.0 2.157 T 9.0 0.0437 Pf -0.39 17 17 32.00 7.80 [45.2] 2" 18 32.00 -28.8 2.157 L 10.0 120 Pt 33.58 DR1 F 0.0 2.5 Pe 0.00 T 10.0 0.0076 Pf -0.08 18 18 32.00 7.80 [45.1] 2" 19 32.00 16.3 2.157 L 10.0 120 Pt 33.51 DR1 F 0.0 1.4 Pe 0.00 T 10.0 0.0027 Pf 0.03 19 19 32.00 7.80 [45.1] 2" 20 32.00 61.5 2.157 L 10.0 120 Pt 33.53 DR1 F 0.0 5.4 Pe 0.00 T 10.0 0.0310 Pf 0.31 20 32.00 7.80 [45.4] 2" 2T lE L 8.0 120 Pt 33.85 DR1 20 F 30.8 9.4 Pe 0.00 21 32.00 106.8 2.157 30.8 T 38.8 0.0863 Pf 3.35 21 21 32.00 31 31.50 4" 2VE L 18.0 120 Pt 37.19 F 13.4 7.4 Pe 0.22 329.3 4.260 13.4 T 31.4 0.0252 Pf 0.79 33 33.50 4" L 12.0 120 Pt 39.41 22 F 0.0 8.9 Pe 0.00 23 33.50 -396.8 4.260 T 12.0 0.0356 Pf -0.43 CONTAINER STORE - SALES FLOOR Sheet 21 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 23 23 33.50 24 32.00 2" 2T 1E L 28.0 120 Pt 38.98 F 30.8 11.3 Pe 0.65 -129.1 2.157 30.8 T 58.8 0.1225 Pf -7.20 24 24 32.00 7.80 [44.4] 2" 25 32.00 -84.7 2.157 L 6.0 120 Pt 32.43 DR1 F 0.0 7.4 Pe 0.00 T 6.0 0.0562 Pf -0.34 25 25 32.00 7.80 [44.2] 2" 26 32.00 -40.5 2.157 L 11.0 120 Pt 32.09 DR1 F 0.0 3.6 Pe 0.00 T 11.0 0.0144 Pf -0.16 26 32.00 7.80 [44.1] 2" 3E L 17.0 120 Pt 31.94 DR1 26 F 18.5 0.3 Pe 0.00 27 32.00 3.5 2.157 18.5 T 35.5 0.0002 Pf 0.01 27 32.00 7.80 [44.1] 2" L 7.0 120 Pt 31.94 DR1 27 F 0.0 4.2 Pe 0.00 28 32.00 47.6 2.157 T 7.0 0.0193 Pf 0.14 28 32.00 7.80 [44.2] 2" L 8.0 120 Pt 32.08 DR1 28 F 0.0 8.1 Pe 0.00 29 32.00 91.7 2.157 T 8.0 0.0651 Pf 0.52 29 32.00 7.80 [44.5] 2" 1T L 7.0 120 Pt 32.60 DR1 29 F 12.3 12.0 Pe 0.00 30 32.00 136.3 2.157 12.3 T 19.3 0.1353 Pf 2.61 30 30 32.00 31 31.50 2" 1T 1E L 2.0 120 Pt 35.21 F 18.5 12.0 Pe 0.22 136.3 2.157 18.5 T 20.5 0.1353 Pf 2.77 31 31.50 4" L 14.0 120 Pt 38.20 31 F 0.0 10.5 Pe 0.00 41 31.50 465.5 4.260 T 14.0 0.0478 Pf 0.67 43 33.50 4" L 11.0 120 Pt 40.03 32 F 0.0 11.5 Pe 0.00 33 33.50 -509.3 4.260 T 11.0 0.0564 Pf -0.62 33 33 33.50 34 31.00 2" 2T 1E L 24.0 120 Pt 39.41 F 30.8 9.9 Pe 1.08 -112.5 2.157 30.8 T 54.8 0.0949 Pf -5.20 CONTAINER STORE - SALES FLOOR Sheet 22 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 34 34 31.00 7.80 [46.3] 2" 35 31.00 -66.2 2.157 L 10.0 120 Pt 35.29 DR1 F 0.0 5.8 Pe 0.00 T 10.0 0.0356 Pf -0.36 35 35 31.00 7.80 [46.1] 2" 36 31.00 -20.1 2.157 L 6.0 120 Pt 34.94 DR1 F 0.0 1.8 Pe 0.00 T 6.0 0.0039 Pf -0.02 36 31.00 7.80 [46.1] 2" 2E L 16.0 120 Pt 34.91 DR1 36 F 12.3 2.3 Pe -0.43 37 32.00 26.0 2.157 12.3 T 28.3 0.0063 Pf 0.18 37 37 32.00 7.80 [45.9] 2" 38 32.00 71.9 2.157 L 10.0 120 Pt 34.66 DR1 F 0.0 6.3 Pe 0.00 T 10.0 0.0414 Pf 0.41 38 32.00 7.80 [46.2] 2" L 9.0 120 Pt 35.07 DR1 38 F 0.0 10.4 Pe 0.00 39 32.00 118.0 2.157 T 9.0 0.1038 Pf 0.93 39 32.00 2" L 5.0 120 Pt 36.01 39 F 0.0 10.4 Pe 0.00 40 32.00 118.0 2.157 T 5.0 0.1038 Pf 0.52 40 40 32.00 41 31.50 2" 1T 1E L 2.0 120 Pt 36.52 F 18.5 10.4 Pe 0.22 118.0 2.157 18.5 T 20.5 0.1038 Pf 2.13 41 31.50 4" L 8.5 120 Pt 38.87 41 F 0.0 13.1 Pe 0.00 48 31.50 583.5 4.260 T 8.5 0.0725 Pf 0.62 50 33.50 4" L 10.5 120 Pt 40.69 42 F 0.0 12.2 Pe 0.00 43 33.50 -540.3 4.260 T 10.5 0.0629 Pf -0.66 43 43 33.50 44 32.00 2" 3T 2T L 58.0 120 Pt 40.03 F 61.5 2.7 Pe 0.65 -30.9 2.157 61.5 T 119.5 0.0087 Pf -1.04 44 32.00 2" L 10.0 120 Pt 39.64 44 F 0.0 2.7 Pe 0.00 45 32.00 -30.9 2.157 T 10.0 0.0087 Pf -0.09 CONTAINER STORE - SALES FLOOR Sheet 23 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 45 45 32.00 46 32.00 2" -30.9 2.157 L 9.0 120 Pt 39.55 F 0.0 2.7 Pe 0.00 T 9.0 0.0087 Pf -0.08 46 32.00 2" L 3.0 120 Pt 39.47 46 F 0.0 2.7 Pe 0.00 47 32.00 -30.9 2.157 T 3.0 0.0087 Pf -0.03 47 47 32.00 48 31.50 2" 1T lE L 2.0 120 Pt 39.45 F 18.5 2.7 Pe 0.22 -30.9 2.157 18.5 T 20.5 0.0087 Pf -0.18 48 31.50 4" L 11.5 120 Pt 39.48 48 F 0.0 12.4 Pe 0.00 51 31.50 552.6 4.260 T 11.5 0.0656 Pf 0.75 53 33.50 4" L 7.5 120 Pt 41.21 49 F 0.0 12.8 Pe 0.00 50 33.50 -569.9 4.260 T 7.5 0.0694 Pf -0.52 50 50 33.50 51 31.50 2" 5E 4T L 84.0 120 Pt 40.69 F 80.0 2.6 Pe 0.87 -29.6 2.157 80.0 T 164.0 0.0080 Pf -1.32 51 31.50 4" L 9.5 120 Pt 40.24 51 F 0.0 11.8 Pe 0.00 54 31.50 523.0 4.260 T 9.5 0.0592 Pf 0.56 56 33.50 4" L 6.0 120 Pt 41.68 52 F 0.0 13.6 Pe 0.00 53 33.50 -604.8 4.260 T 6.0 0.0775 Pf -0.47 53 53 33.50 54 31.50 2" 2T 2E L 80.0 120 Pt 41.21 F 36.9 3.1 Pe 0.87 -34.9 2.157 36.9 T 116.9 0.0109 Pf -1.28 54 31.50 4" L 6.0 120 Pt 40.80 54 F 0.0 11.0 Pe 0.00 57 31.50 488.0 4.260 T 6.0 0.0521 Pf 0.31 61 33.50 4" L 10.0 120 Pt 42.53 55 F 0.0 14.3 Pe 0.00 56 33.50 -636.6 4.260 T 10.0 0.0852 Pf -0.85 CONTAINER STORE - SALES FLOOR Sheet 24 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 56 56 33.50 57 31.50 2" 4T 4E L 82.0 120 Pt 41.68 F 73.8 2.8 Pe 0.87 - 31.8 2.157 73.8 T 155.8 0.0092 Pf -1.43 57 31.50 4" L 12.0 120 Pt 41.11 57 F 0.0 10.3 Pe 0.00 62 31.50 456.2 4.260 T 12.0 0.0460 Pf 0.55 64 33.50 4" L 4.0 120 Pt 43.56 58 F 0.0 15.1 Pe 0.00 59 33.50 -671.8 4.260 T 4.0 0.0942 Pf -0.38 59 33.50 4" L 3.0 120 Pt 43.19 59 F 0.0 15.1 Pe 0.00 60 33.50 -671.8 4.260 T 3.0 0.0942 Pf -0.28 60 33.50 4" L 4.0 120 Pt 42.90 60 F 0.0 15.1 Pe 0.00 61 33.50 -671.8 4.260 T 4.0 0.0942 Pf -0.38 61 61 33.50 62 31.50 2" 4T 4E L 82.0 120 Pt 42.53 F 73.8 3.1 Pe 0.87 - 35.2 2.157 73.8 T 155.8 0.0111 Pf -1.73 62 31.50 4" L 9.0 120 Pt 41.67 62 F 0.0 9.5 Pe 0.00 65 31.50 421.0 4.260 T 9.0 0.0397 Pf 0.36 63 67 32.00 64 33.50 4" 2VE L 16.0 120 Pt 47.81 F 17.9 16.1 Pe -0.65 -717.0 4.260 17.9 T 33.9 0.1062 Pf -3.60 64 64 33.50 65 31.50 2" 3T 3E L 82.0 120 Pt 43.56 F 55.4 4.0 Pe 0.87 - 45.1 2.157 55.4 T 137.4 0.0175 Pf -2.41 65 31.50 4" L 11.0 120 Pt 42.02 65 F 0.0 8.5 Pe 0.00 68 31.50 375.9 4.260 T 11.0 0.0322 Pf 0.35 71 32.00 4" L 6.0 120 Pt 48.57 66 F 0.0 17.7 Pe 0.00 67 32.00 -784.3 4.260 T 6.0 0.1254 Pf -0.75 CONTAINER STORE - SALES FLOOR Sheet 25 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 67 67 32.00 68 31.50 2" 4T 4E L 80.0 120 Pt 47.81 F 73.8 5.9 Pe 0.22 -67.4 2.157 73.8 T 153.8 0.0368 Pf -5.65 68 31.50 4" L 8.0 120 Pt 42.38 68 F 0.0 6.9 Pe 0.00 72 31.50 308.5 4.260 T 8.0 0.0223 Pf 0.18 69 32.00 4" L 6.0 120 Pt 50.26 69 F 0.0 22.7 Pe 0.00 70 32.00 -1008.3 4.260 T 6.0 0.1996 Pf -1.20 70 32.00 4" L 2.5 120 Pt 49.06 70 F 0.0 22.7 Pe 0.00 71 32.00 -1008.3 4.260 T 2.5 0.1996 Pf -0.50 71 32.00 3" 2T 2E L 78.0 120 Pt 48.57 71 F 59.1 8.6 Pe 0.22 72 31.50 -224.0 3.260 59.1 T 137.1 0.0454 Pf -6.23 72 31.50 4" L 6.0 120 Pt 42.56 72 F 0.0 1.9 Pe 0.00 73 31.50 84.5 4.260 T 6.0 0.0020 Pf 0.01 73 73 31.50 69 32.00 2" 6E 2T L 80.0 120 Pt 42.57 F 61.5 7.4 Pe -0.22 84.5 2.157 61.5 T 141.5 0.0559 Pf 7.91 69 32.00 4" L 3.5 120 Pt 50.26 75 F 0.0 24.6 Pe 0.00 76 32.00 1092.8 4.260 T 3.5 0.2316 Pf 0.81 76 76 32.00 77 32.00 4" 1VT L 23.0 120 Pt 51.07 F 21.1 24.6 Pe 0.00 1092.8 4.260 21.1 T 44.1 0.2316 Pf 10.21 77 77 32.00 78 16.00 6" 8VE L 145.0 120 Pt 61.29 F 100.6 11.0 Pe 6.93 1092.8 6.357 100.6 T 245.6 0.0330 Pf 8.10 78 78 16.00 79 -3.00 6" 1B26 2T L 12.0 120 Pt 76.31 Top of Riser F 75.4 11.0 Pe 8.23 1B26 = 5.63# 1092.8 6.357 75.4 T 87.4 0.0330 Pf 8.51 CONTAINER STORE - SALES FLOOR Sheet 26 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 79 79 -3.00 80 -3.00 6" 2UT1 1GV L 150.0 140 Pt 93.05 4UE F 77.5 12.9 Pe 0.00 1092.8 5.890 77.5 T 227.5 0.0359 Pf 8.18 80 -3.00 6" L 0.0 140 Pt 101.23 80 500.0 F 0.0 18.8 Pe 0.00 81 16.00 1592.8 5.890 T 0.0 0.0722 Pf 0.00 Supply 81 81 16.00 21 32.00 2" 2T L 5.0 120 Pt 101.23 Supply F 24.6 3.6 Pe 0.00 40.7 2.157 24.6 T 29.6 0.0145 Pf 0.43 82 16.00 2" L 2.0 120 Pt 27.25 82 F 0.0 3.6 Pe 0.00 83 16.00 40.7 2.157 T 2.0 0.0145 Pf 0.03 83 16.00 2" 1T L 4.0 120 Pt 27.28 83 F 12.3 7.1 Pe 0.00 30 32.00 81.4 2.157 12.3 T 16.3 0.0522 Pf 0.85 84 16.00 2" L 3.0 120 Pt 27.25 84 F 0.0 3.6 Pe 0.00 85 16.00 40.7 2.157 T 3.0 0.0145 Pf 0.04 85 16.00 2" 1T L 6.0 120 Pt 27.29 85 F 12.3 7.1 Pe 0.00 40 32.00 81.4 2.157 12.3 T 18.3 0.0522 Pf 0.96 86 16.00 2" L 5.0 120 Pt 27.25 86 F 0.0 3.6 Pe 0.00 87 16.00 40.7 2.157 T 5.0 0.0145 Pf 0.07 87 16.00 2" 1T L 5.0 120 Pt 27.32 87 F 12.3 7.2 Pe 0.00 47 32.00 81.5 2.157 12.3 T 17.3 0.0522 Pf 0.90 Hydraulic Calculations Sheet 27 for Project Name: CONTAINER STORE STORAGE AREA REMOTE AREA #3 Design: Density: Area of application: Coverage per sprinkler: 0.30 gpm/sq.ft. 2000 square feet 100 SF MAX Type of sprinklers calculated: K=8.2 No. of sprinklers calculated: 30 heads Hose streams: 500.0 gpm Outside Hose Total water required: Including hose streams Date 09/16/13 Job: CONT-GR2 89.08 psi @ 1369.5 gpm @ Supply 116.18 psi available @ 1369.5 gpm Below curve by 27.10 psi Type of System: Wet Water Supply Information: 120.00 psi Static, 20.00 psi Residual @ 8000.0 gpm Name of Contractor: CROWN FIRE PROTECTION Address: BOTHELL, WASHINGTON Phone Number: Program: 'HydroCalc' by Micro Space Systems www.MicroSpaceSystems.com Pressure (PSI) _ o 8 ig g $ 8 v ii CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 29 CROWN FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow B26 Wilkens Model 350A Double Check Valve Assy. GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description AO Arm -over SU Stub -Up BL Branch Line PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction .5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 30 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 2 GP 4.260 9.00 14 3 3 GL1 2.157 28.00 3 4 N 4 GL1 2.157 7.00 4 5 N 5 GL1 2.157 8.00 5 6 N 6 GL1 2.157 3.00 6 7 N 7 GL1 2.157 9.00 7 8 N 8 GL1 2.157 1.00 8 9 N 9 GL1 2.157 13.00 9 10 N 10 GL1 2.157 2.00 10 11 N 11 GL1 2.157 6.00 11 12 N 12 GS 4.260 2.50 12 21 N 13 GP 4.260 10.00 23 14 14 GL2 2.157 6.00 14 15 N 15 GL2 2.157 21.00 15 16 N 16 GL2 2.157 9.00 16 17 N 17 GL2 2.157 10.00 17 18 N 18 GL2 2.157 10.00 18 19 N 19 GL2 2.157 10.00 19 20 N 20 GL2 2.157 8.00 20 21 N 21 GS 4.260 18.00 21 31 N 22 GP 4.260 12.00 33 23 23 GL3 2.157 28.00 23 24 N 24 GL3 2.157 6.00 24 25 N 25 GL3 2.157 11.00 25 26 N 26 GL3 2.157 17.00 26 27 N 27 GL3 2.157 7.00 27 28 N 28 GL3 2.157 8.00 28 29 N 29 GL3 2.157 7.00 29 30 N 30 GN3 2.157 2.00 30 31 N 31 GS 4.260 14.00 31 41 N 32 GP 4.260 11.00 43 33 33 GL4 2.157 24.00 33 34 N 34 GL4 2.157 10.00 34 35 N 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 3E,2T 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.1 120 32 0.000 16.000 0.0 120 32 lE 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T,1E 0.000 16.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 1T,1E 0.000 16.000 0.0 120 32 1E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 2T,1E 0.000 16.000 0.0 120 32 2VE 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 2T,1E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 3E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T 0.000 16.000 0.0 120 32 1T,1E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 2T,1E 0.000 15.000 0.0 120 32 Sheet 31 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 35 GL4 2.157 6.00 35 36 N 36 GL4 2.157 16.00 36 37 N 37 GL4 2.157 10.00 37 38 N 38 GL4 2.157 9.00 38 39 N 39 GL4 2.157 5.00 39 40 N 40 GN4 2.157 2.00 40 41 N 41 GS 4.260 8.50 41 48 N 42 GP 4.260 10.50 50 43 43 GL5 2.157 58.00 43 44 N 44 GL5 2.157 10.00 44 45 N 45 GL5 2.157 9.00 45 46 N 46 GL5 2.157 3.00 46 47 N 47 GN5 2.157 2.00 47 48 N 48 GS 4.260 11.50 48 51 N 49 GP 4.260 7.50 53 50 50 GL 2.157 84.00 50 51 N 51 GS 4.260 9.50 51 54 N 52 GP 4.260 6.00 56 53 53 GL 2.157 80.00 53 54 N 54 GS 4.260 6.00 54 57 N 55 GP 4.260 10.00 61 56 56 GL 2.157 82.00 56 57 N 57 GS 4.260 12.00 57 62 N 58 GP 4.260 4.00 64 59 59 GP 4.260 3.00 59 60 N BL5 60 GP 4.260 4.00 60 61 N BL6 61 GL 2.157 82.00 61 62 N 62 GS 4.260 9.00 62 65 N 63 GP 4.260 16.00 67 64 64 GL 2.157 82.00 64 65 N BL4 65 GS 4.260 11.00 65 68 N 66 GP 4.260 6.00 71 67 0.000 15.000 0.0 120 32 0.000 15.000 0.0 120 32 2E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T,1E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 3T,2T 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T,1E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 5E,4T 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 2T,2E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 4T,4E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 0.000 17.500 0.0 120 32 0.000 17.500 0.0 120 32 4T,4E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 2VE 0.000 17.500 0.0 120 32 3T,3E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 Sheet 32 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 67 GL 2.157 80.00 67 68 N 0.000 16.000 0.0 120 32 4T,4E 68 GS 4.260 8.00 68 72 N 0.000 15.500 0.0 120 32 69 GP 4.260 6.00 69 70 N BL2 0.000 16.000 0.0 120 32 70 GP 4.260 2.50 70 71 N BL3 0.000 16.000 0.0 120 32 71 GL 2.157 78.00 71 72 N 0.000 16.000 0.0 120 32 2T,2E 72 GS 4.260 6.00 72 73 N 0.000 15.500 0.0 120 32 73 GL 2.157 80.00 73 69 N 0.000 15.500 0.0 120 32 6E,2T 75 BU 4.260 3.50 69 0 0.000 0.000 0.0 120 32 76 BU 4.260 23.00 0 0 BL1 0.000 0.000 0.0 120 32 1VT 77 BU 6.357 145.00 0 0 0.000 16.000 0.0 120 32 8VE 78 RI 6.357 12.00 0 0 BU 0.000 19.000 0.0 120 32 1B26,2VT 79 UG 5.890 150.00 0 0 RI 0.000 0.000 0.0 140 16 2UT1,1GV,2UE 80 UG 5.890 0.00 0 0 0.000 0.000 500.0 140 16 90 SU1 1.049 0.50 0 0 8.2 10.840 0.500 0.0 120 32 1T 92 BL6 2.157 10.00 0 0 SU1 0.000 0.000 0.0 120 32 93 BL6 2.157 8.00 0 0 SU1 0.000 0.000 0.0 120 32 94 BL6 2.157 7.00 0 0 SU1 0.000 1.000 0.0 120 32 2VE 95 BL6 2.157 6.50 0 0 5U1 0.000 0.000 0.0 120 32 96 BL6 2.157 78.00 0 0 SU1 0.000 0.000 0.0 120 32 4VE,1T 98 A01 1.049 1.00 0 0 SU1 0.000 0.000 0.0 120 32 1T 99 BL5 2.157 10.00 0 0 A01 0.000 0.000 0.0 120 32 100 BL5 2.157 8.00 0 0 AO1 0.000 0.000 0.0 120 32 101 BL5 2.157 7.00 0 0 AO1 0.000 1.000 0.0 120 32 2VE 102 BL5 2.157 6.50 0 0 A01 0.000 0.000 0.0 120 32 103 BL5 2.157 84.00 0 0 AO1 0.000 0.000 0.0 120 32 4VE,1T 105 BL4 2.157 10.00 0 0 SU1 0.000 0.000 0.0 120 32 106 BL4 2.157 8.00 0 0 SU1 0.000 0.000 0.0 120 32 107 BL4 2.157 7.00 0 0 SU1 0.000 1.000 0.0 120 32 2VE 108 BL4 2.157 6.50 0 0 SU1 0.000 0.000 0.0 120 32 109 BL4 2.157 10.00 0 0 SU1 0.000 0.000 0.0 120 32 1VE 110 BL4 2.157 34.00 0 0 AO1 0.000 0.000 0.0 120 32 3VE,2T 111 BL4 2.157 54.00 0 0 0.000 0.000 0.0 120 32 1E,2T Sheet 33 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 113 BL3 2.157 10.00 0 0 AO1 114 BL3 2.157 11.00 0 0 A01 115 BL3 2.157 10.00 0 0 AO1 116 BL3 2.157 7.50 0 0 AO1 117 BL3 2.157 78.00 0 0 AO1 119 BL2 2.157 10.00 0 0 A01 120 BL2 2.157 11.00 0 0 A01 121 BL2 2.157 10.00 0 0 A01 122 BL2 2.157 11.00 0 0 A01 123 BL2 2.157 42.00 0 0 A01 124 BL2 2.157 32.00 0 0 126 BL1 2.157 10.00 0 0 AO1 127 BL1 2.157 10.00 0 0 A01 128 BL1 2.157 10.00 0 0 A01 129 BL1 2.157 10.00 0 0 A01 130 BL1 2.157 40.00 0 0 AO1 131 BL1 2.157 30.00 0 0 0.000 0.000 0.0 120 32 0.000 1.000 0.0 120 32 2VE 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 6VE,1T 0.000 0.000 0.0 120 32 0.000 1.000 0.0 120 32 2VE 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 4VE,1T 0.000 0.000 0.0 120 32 2E,2T 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 3VE,1T 0.000 0.000 0.0 120 32 1T Sheet 34 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Stub Up 1 C = 120 L 0.5 PT 10.84 90 27.0=8.20(10.84)A.5 F 5.0 PE 0.22 (EL= 0.5 ft) 90 27.0 1.049 1T T 5.5 0.22669 PF 1.25 10.0 PT 12.30 98 B1 Jct K -factor for stub up 1 = 27.0/(12.30)A.5 = 7.70 at Hyd Ref Pts 98 105 106 107 108 109 92 93 94 95 96 Arm -over 1 C = 120 L 1.0 PT 12.30 98 SU1 27.0=7.70(12.30)A.5 F 5.0 PE 0.00 98 27.0 1.049 1T T 6.0 0.22667 PF 1.36 10.0 PT 13.66 126 B1 Jct K -factor for arm -over 1 = 27.0/(13.66)x.5 = 7.31 at Hyd Ref Pts 126 127 128 129 130 119 120 121 122 123 113 114 115 116 117 110 99 100 101 102 103 Sheet 35 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 L 10.0 PT 13.66 126 A01 27.0=7.31(13.66)A.5 F 0.0 PE 0.00 126 27.0 2.157 T 10.0 0.00677 PF 0.07 2.4 L 10.0 PT 13.73 127 A01 27.1=7.31(13.73)A.5 F 0.0 PE 0.00 127 54.1 2.157 T 10.0 0.02448 PF 0.24 4.7 L 10.0 PT 13.97 128 AO1 27.3=7.31(13.97)A.5 F 0.0 PE 0.00 128 81.4 2.157 T 10.0 0.05214 PF 0.52 7.1 L 10.0 PT 14.49 129 AO1 27.8=7.31(14.49)A.5 F 0.0 PE 0.00 129 109.2 2.157 T 10.0 0.08983 PF 0.90 9.6 L 40.0 PT 15.39 130 A01 28.7=7.31(15.39)A.5 F 25.2 PE 0.00 130 137.9 2.157 3VE 1T T 65.2 0.13826 PF 9.01 12.1 L 30.0 PT 24.41 131 F 12.3 PE 0.00 131 137.9 2.157 1T T 42.3 0.13826 PF 5.85 12.1 PT 30.25 76 Bulk Jct K -factor for branchline no. 1 = 137.9/(30.25)A.5 = 25.07 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Sheet 36 Notes Branchline No. 2 C = 120 L 10.0 PT 13.66 119 AO1 27.0=7.31(13.66)A.5 F 0.0 PE 0.00 119 27.0 2.157 T 10.0 0.00677 PF 0.07 2.4 L 11.0 PT 13.73 120 AO1 27.1=7.31(13.73)A.5 F 8.6 PE 0.43 (EL= 1.0 ft) 120 54.1 2.157 2VE T 19.6 0.02448 PF 0.48 4.7 L 10.0 PT 14.64 121 AO1 28.0=7.31(14.64)A.5 F 0.0 PE 0.00 121 82.0 2.157 T 10.0 0.05291 PF 0.53 7.2 L 11.0 PT 15.17 122 AO1 28.5=7.31(15.17)A.5 F 0.0 PE 0.00 122 110.5 2.157 T 11.0 0.09179 PF 1.01 9.7 L 42.0 PT 16.18 123 AO1 29.4=7.31(16.18)A.5 F 29.5 PE 0.00 123 139.9 2.157 4VE 1T T 71.5 0.14201 PF 10.15 12.3 L 32.0 PT 26.33 124 F 36.9 PE 0.00 124 139.9 2.157 2E 2T T 68.9 0.14201 PF 9.78 12.3 PT 36.12 69 Cross main Jct K -factor for branchline no. 2 = 139.9/(36.12)A.5 = 23.28 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Sheet 37 Notes Branchline No. 3 C = 120 L 10.0 PT 13.66 113 AO1 27.0=7.31(13.66)A.5 F 0.0 PE 0.00 113 27.0 2.157 T 10.0 0.00677 PF 0.07 2.4 L 11.0 PT 13.73 114 AO1 27.1=7.31(13.73)A.5 F 8.6 PE 0.43 (EL= 1.0 ft) 114 54.1 2.157 2VE T 19.6 0.02448 PF 0.48 4.7 L 10.0 PT 14.64 115 AO1 28.0=7.31(14.64)A.5 F 0.0 PE 0.00 115 82.0 2.157 T 10.0 0.05291 PF 0.53 7.2 L 7.5 PT 15.17 116 AO1 28.5=7.31(15.17)".5 F 0.0 PE 0.00 116 110.5 2.157 T 7.5 0.09179 PF 0.69 9.7 L 78.0 PT 15.86 117 AO1 29.1=7.31(15.86)A.5 F 38.1 PE 0.00 117 139.6 2.157 6VE 1T T 116.1 0.14146 PF 16.42 12.3 PT 32.28 70 Cross main Jct K -factor for branchline no. 3 = 139.6/(32.28)x.5 = 24.57 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Sheet 38 Notes Branchline No. 4 C = 120 L 10.0 PT 12.30 105 SU1 27.0=7.70(12.30)A.5 F 0.0 PE 0.00 105 27.0 2.157 T 10.0 0.00677 PF 0.07 2.4 L 8.0 PT 12.37 106 SU1 27.1=7.70(12.37)A.5 F 0.0 PE 0.00 106 54.1 2.157 T 8.0 0.02448 PF 0.20 4.7 L 7.0 PT 12.56 107 SU1 27.3=7.70(12.56)A.5 F 8.6 PE 0.43 (EL= 1.0 ft) 107 81.4 2.157 2VE T 15.6 0.05212 PF 0.81 7.1 L 6.5 PT 13.81 108 SU1 28.6=7.70(13.81)A.5 F 0.0 PE 0.00 108 110.0 2.157 T 6.5 0.09100 PF 0.59 9.7 L 10.0 PT 14.40 109 SU1 29.2=7.70(14.40)A.5 F 4.3 PE 0.00 109 139.2 2.157 1VE T 14.3 0.14072 PF 2.01 12.2 L 34.0 PT 16.41 110 AO1 29.6=7.31(16.41)A.5 F 37.5 PE 0.00 110 168.8 2.157 3VE 2T T 71.5 0.20104 PF 14.37 14.8 L 54.0 PT 30.79 111 F 30.8 PE 0.00 111 168.8 2.157 1E 2T T 84.8 0.20104 PF 17.05 14.8 PT 47.84 64 Cross main Jct K -factor for branchline no. 4 = 168.8/(47.84)A.5 = 24.41 Sheet 39 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 5 C = 120 L 10.0 PT 13.66 99 AO1 27.0=7.31(13.66)A.5 F 0.0 PE 0.00 99 27.0 2.157 T 10.0 0.00677 PF 0.07 2.4 L 8.0 PT 13.73 100 AO1 27.1=7.31(13.73)A.5 F 0.0 PE 0.00 100 54.1 2.157 T 8.0 0.02448 PF 0.20 4.7 L 7.0 PT 13.92 101 AO1 27.3=7.31(13.92)A.5 F 8.6 PE 0.43 (EL= 1.0 ft) 101 81.3 2.157 2VE T 15.6 0.05209 PF 0.81 7.1 L 6.5 PT 15.17 102 AO1 28.5=7.31(15.17)A.5 F 0.0 PE 0.00 102 109.8 2.157 T 6.5 0.09073 PF 0.59 9.6 L 84.0 PT 15.76 103 AO1 29.0=7.31(15.76)A.5 F 29.5 PE 0.00 103 138.8 2.157 4VE 1T T 113.5 0.13999 PF 15.89 12.2 PT 31.65 59 Cross main Jct K -factor for branchline no. 5 = 138.8/(31.65)A.5 = 24.67 Sheet 40 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 6 C = 120 L 10.0 PT 12.30 92 SU1 27.0=7.70(12.30)A.5 F 0.0 PE 0.00 92 27.0 2.157 T 10.0 0.00677 PF 0.07 2.4 L 8.0 PT 12.37 93 SU1 27.1=7.70(12.37)A.5 F 0.0 PE 0.00 93 54.1 2.157 T 8.0 0.02448 PF 0.20 4.7 L 7.0 PT 12.56 94 SU1 27.3=7.70(12.56)A.5 F 8.6 PE 0.43 (EL= 1.0 ft) 94 81.4 2.157 2VE T 15.6 0.05212 PF 0.81 7.1 L 6.5 PT 13.81 95 SU1 28.6=7.70(13.81)A.5 F 0.0 PE 0.00 95 110.0 2.157 T 6.5 0.09100 PF 0.59 9.7 L 78.0 PT 14.40 96 SU1 29.2=7.70(14.40)A.5 F 29.5 PE 0.00 96 139.2 2.157 4VE 1T T 107.5 0.14072 PF 15.13 12.2 PT 29.53 60 Cross main Jct K -factor for branchline no. 6 = 139.2/(29.53)A.5 = 25.62 Sheet 41 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Grid Node Analysis Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 3 - 47.82 17.50 4 - 48.54 16.00 5 - 48.55 16.00 6 - 48.55 16.00 7 - 48.56 16.00 8 - 48.56 16.00 9 - 48.56 16.00 10 - 48.58 16.00 11 - 48.58 16.00 12 - 48.61 16.00 14 - 47.82 17.50 15 - 48.50 16.00 16 - 48.53 16.00 17 - 48.54 16.00 18 - 48.55 16.00 19 - 48.56 16.00 20 - 48.57 16.00 21 - 48.61 16.00 23 - 47.82 17.50 24 - 48.52 16.00 25 - 48.53 16.00 26 - 48.54 16.00 27 - 48.56 16.00 28 - 48.57 16.00 29 - 48.58 16.00 30 - 48.59 16.00 31 - 48.83 15.50 33 - 47.82 17.50 34 - 48.96 15.00 35 - 48.97 15.00 36 - 48.97 15.00 37 - 48.57 16.00 38 - 48.58 16.00 39 - 48.59 16.00 40 - 48.59 16.00 41 - 48.83 15.50 43 - 47.82 17.50 44 - 48.58 16.00 45 - 48.59 16.00 46 - 48.59 16.00 Sheet 42 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Grid Node Analysis Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 47 - 48.60 16.00 48 - 48.83 15.50 50 - 47.81 17.50 51 - 48.84 15.50 53 - 47.80 17.50 54 - 48.85 15.50 56 - 47.79 17.50 57 - 48.86 15.50 59 170.5 47.77 K=24.67 BL5 17.50 60 177.0 47.77 K=25.62 BL6 17.50 61 - 47.77 17.50 62 - 48.88 15.50 64 168.8 47.84 K=24.41 BL4 17.50 65 - 48.90 15.50 67 - 49.78 16.00 68 - 48.93 15.50 69 165.8 50.70 Feed Jct BL2 16.00 70 174.0 50.17 K=24.57 BL3 16.00 71 - 50.04 16.00 72 - 48.95 15.50 73 - 48.95 15.50 Sheet 43 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 2 4.260 9.0 9.0 0.00 9.1 0.0000 0.00 0.2 14 3 47.82 47.82 3 2.157 28.0 71.1 1.50 9.1 0.0009 0.06 0.8 3 4 47.82 48.54 Fit= 43.1 3E 2T 4 2.157 7.0 7.0 0.00 9.1 0.0009 0.01 0.8 4 5 48.54 48.55 5 2.157 8.0 8.0 0.00 9.1 0.0009 0.01 0.8 5 6 48.55 48.55 6 2.157 3.0 3.0 0.00 9.1 0.0009 0.00 0.8 6 7 48.55 48.56 7 2.157 9.0 9.0 0.00 9.1 0.0009 0.01 0.8 7 8 48.56 48.56 8 2.157 1.0 1.0 0.00 9.1 0.0009 0.00 0.8 8 9 48.56 48.56 9 2.157 13.0 19.2 0.00 9.1 0.0009 0.02 0.8 9 10 48.56 48.58 Fit= 6.2 1E 10 2.157 2.0 2.0 0.00 9.1 0.0009 0.00 0.8 10 11 48.58 48.58 11 2.157 6.0 24.5 0.00 9.1 0.0009 0.02 0.8 11 12 48.58 48.61 Fit= 18.5 1T 1E 12 4.260 2.5 2.5 0.00 9.1 0.0000 0.00 0.2 12 21 48.61 48.61 13 4.260 10.0 10.0 0.00 18.8 0.0001 0.00 0.4 23 14 47.82 47.82 14 2.157 6.0 24.5 1.50 9.7 0.0010 0.02 0.9 14 15 47.82 48.50 Fit= 18.5 1T 1E 15 2.157 21.0 27.2 0.00 9.7 0.0010 0.03 0.9 15 16 48.50 48.53 Fit= 6.2 1E 16 2.157 9.0 9.0 0.00 9.7 0.0010 0.01 0.9 16 17 48.53 48.54 17 2.157 10.0 10.0 0.00 9.7 0.0010 0.01 0.9 17 18 48.54 48.55 18 2.157 10.0 10.0 0.00 9.7 0.0010 0.01 0.9 18 19 48.55 48.56 19 2.157 10.0 10.0 0.00 9.7 0.0010 0.01 0.9 19 20 48.56 48.57 20 2.157 8.0 38.8 0.00 9.7 0.0010 0.04 0.9 20 21 48.57 48.61 Fit= 30.8 2T 1E 21 4.260 18.0 31.4 0.50 18.8 0.0001 0.00 0.4 21 31 48.61 48.83 Fit= 13.4 2VE Sheet 44 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 22 4.260 12.0 12.0 0.00 27.4 0.0003 0.00 0.6 33 23 47.82 47.82 23 2.157 28.0 58.8 1.50 8.7 0.0008 0.05 0.8 23 24 47.82 48.52 Fit= 30.8 2T 1E 24 2.157 6.0 6.0 0.00 8.7 0.0008 0.00 0.8 24 25 48.52 48.53 25 2.157 11.0 11.0 0.00 8.7 0.0008 0.01 0.8 25 26 48.53 48.54 26 2.157 17.0 35.5 0.00 8.7 0.0008 0.03 0.8 26 27 48.54 48.56 Fit= 18.5 3E 27 2.157 7.0 7.0 0.00 8.7 0.0008 0.01 0.8 27 28 48.56 48.57 28 2.157 8.0 8.0 0.00 8.7 0.0008 0.01 0.8 28 29 48.57 48.58 29 2.157 7.0 19.3 0.00 8.7 0.0008 0.02 0.8 29 30 48.58 48.59 Fit= 12.3 1T 30 2.157 2.0 20.5 0.50 8.7 0.0008 0.02 0.8 30 31 48.59 48.83 Fit= 18.5 1T 1E 31 4.260 14.0 14.0 0.00 27.4 0.0003 0.00 0.6 31 41 48.83 48.83 32 4.260 11.0 11.0 0.00 37.0 0.0004 0.00 0.8 43 33 47.82 47.82 33 2.157 24.0 54.8 2.50 9.6 0.0010 0.05 0.8 33 34 47.82 48.96 Fit= 30.8 2T 1E 34 2.157 10.0 10.0 0.00 9.6 0.0010 0.01 0.8 34 35 48.96 48.97 35 2.157 6.0 6.0 0.00 9.6 0.0010 0.01 0.8 35 36 48.97 48.97 36 2.157 16.0 28.3 -1.00 9.6 0.0010 0.03 0.8 36 37 48.97 48.57 Fit= 12.3 2E 37 2.157 10.0 10.0 0.00 9.6 0.0010 0.01 0.8 37 38 48.57 48.58 38 2.157 9.0 9.0 0.00 9.6 0.0010 0.01 0.8 38 39 48.58 48.59 39 2.157 5.0 5.0 0.00 9.6 0.0010 0.00 0.8 39 40 48.59 48.59 40 2.157 2.0 20.5 0.50 9.6 0.0010 0.02 0.8 40 41 48.59 48.83 Fit= 18.5 1T 1E 41 4.260 8.5 8.5 0.00 37.0 0.0004 0.00 0.8 41 48 48.83 48.83 Sheet 45 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 42 4.260 10.5 10.5 0.00 46.3 0.0007 0.01 1.0 50 43 47.81 47.82 43 2.157 58.0 119.5 1.50 9.3 0.0009 0.11 0.8 43 44 47.82 48.58 Fit= 61.5 3T 2T 44 2.157 10.0 10.0 0.00 9.3 0.0009 0.01 0.8 44 45 48.58 48.59 45 2.157 9.0 9.0 0.00 9.3 0.0009 0.01 0.8 45 46 48.59 48.59 46 2.157 3.0 3.0 0.00 9.3 0.0009 0.00 0.8 46 47 48.59 48.60 47 2.157 2.0 20.5 0.50 9.3 0.0009 0.02 0.8 47 48 48.60 48.83 Fit= 18.5 1T 1E 48 4.260 11.5 11.5 0.00 46.3 0.0007 0.01 1.0 48 51 48.83 48.84 49 4.260 7.5 7.5 0.00 56.0 0.0009 0.01 1.3 53 50 47.80 47.81 50 2.157 84.0 164.0 2.00 9.7 0.0010 0.17 0.9 50 51 47.81 48.84 Fit= 80.0 5E 4T 51 4.260 9.5 9.5 0.00 56.0 0.0009 0.01 1.3 51 54 48.84 48.85 52 4.260 6.0 6.0 0.00 68.2 0.0014 0.01 1.5 56 53 47.79 47.80 53 2.157 80.0 116.9 2.00 12.2 0.0016 0.18 1.1 53 54 47.80 48.85 Fit= 36.9 2T 2E 54 4.260 6.0 6.0 0.00 68.2 0.0014 0.01 1.5 54 57 48.85 48.86 55 4.260 10.0 10.0 0.00 79.2 0.0018 0.02 1.8 61 56 47.77 47.79 56 2.157 82.0 155.8 2.00 11.0 0.0013 0.20 1.0 56 57 47.79 48.86 Fit= 73.8 4T 4E 57 4.260 12.0 12.0 0.00 79.2 0.0018 0.02 1.8 57 62 48.86 48.88 58 4.260 4.0 4.0 0.00 -256.3 0.0158 0.06 5.8 64 59 47.84 47.77 59 4.260 3.0 3.0 0.00 -85.8 0.0021 0.01 1.9 59 60 47.77 47.77 60 4.260 4.0 4.0 0.00 91.3 0.0023 0.01 2.1 60 61 47.77 47.77 61 2.157 82.0 155.8 2.00 12.1 0.0015 0.24 1.1 61 62 47.77 48.88 Fit= 73.8 4T 4E Sheet 46 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 62 4.260 9.0 9.0 0.00 91.3 0.0023 0.02 2.1 62 65 48.88 48.90 63 4.260 16.0 33.9 -1.50 -413.4 0.0383 1.30 9.3 67 64 49.78 47.84 Fit= 17.9 2VE 64 2.157 82.0 137.4 2.00 11.8 0.0015 0.20 1.0 64 65 47.84 48.90 Fit= 55.4 3T 3E 65 4.260 11.0 11.0 0.00 103.0 0.0029 0.03 2.3 65 68 48.90 48.93 66 4.260 6.0 6.0 0.00 -440.7 0.0432 0.26 9.9 71 67 50.04 49.78 67 2.157 80.0 153.8 0.50 -27.4 0.0069 1.07 2.4 67 68 49.78 48.93 Fit= 73.8 4T 4E 68 4.260 8.0 8.0 0.00 75.7 0.0017 0.01 1.7 68 72 48.93 48.95 69 4.260 6.0 6.0 0.00 -650.6 0.0887 0.53 14.6 69 70 50.70 50.17 70 4.260 2.5 2.5 0.00 -476.5 0.0499 0.12 10.7 70 71 50.17 50.04 71 2.157 78.0 114.9 0.50 -35.8 0.0114 1.31 3.1 71 72 50.04 48.95 Fit= 36.9 2T 2E 72 4.260 6.0 6.0 0.00 39.8 0.0005 0.00 0.9 72 73 48.95 48.95 73 2.157 80.0 141.5 -0.50 39.8 0.0139 1.97 3.5 73 69 48.95 50.70 Fit= 61.5 6E 2T Sheet 47 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ___= L 3.5 PT 50.70 69 Grid Jct 690.4=96.96(50.70)A.5 F 0.0 PE 0.00 75 690.4 4.260 T 3.5 0.09903 PF 0.35 15.5 L 23.0 PT 51.05 76 BL1 179.1=25.07(51.05)A.5 F 21.1 PE 0.00 76 869.5 4.260 1VT T 44.1 0.15174 PF 6.69 19.6 L 145.0 PT 57.74 77 F 100.6 PE 6.93 (EL= 16.0 ft) 77 869.5 6.357 8VE T 245.6 0.02160 PF 5.31 8.8 PT 69.97 78 Top of Riser Riser C = 120 L 12.0 PT 69.97 78 Top of Riser F 62.9 PE 8.23 (EL= 19.0 ft) 78 869.5 6.357 1B26 2VT T 74.9 0.02160 PF 5.99 8.8 1B26 = 4.37# PT 84.19 79 B.O.R. Under ground C = 140 L 150.0 PT 84.19 79 B.O.R. F 57.5 PE 0.00 79 869.5 5.890 2UT1 1GV T 207.5 0.02355 PF 4.89 10.2 2UE L 0.0 PT 89.08 80 500.0 gpm = Hose F 0.0 PE 0.00 80 1369.5 5.890 T 0.0 0.00000 PF 0.00 16.1 PT 89.08 81 Supply Jct Available flow at 89.08 psi is 4241.7 gpm which is 2872.2 gpm from curve. Supply pressure available with 1369.5 gpm flowing is 116.18 psi, thus system requirement is 27.10 psi below supply curve. (23.3%) CONTAINER STORE STORAGE AREA REMOTE AREA #3 Supply Analysis Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure Sheet 48 81 120.00 20.00 8000.0 116.18 1369.5 89.08 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 3 17.50 4 16.00 5 16.00 6 16.00 7 16.00 8 16.00 9 16.00 10 16.00 11 16.00 12 16.00 14 17.50 15 16.00 16 16.00 17 16.00 18 16.00 19 16.00 20 16.00 21 16.00 23 17.50 24 16.00 25 16.00 26 16.00 27 16.00 28 16.00 29 16.00 30 16.00 31 15.50 33 17.50 34 15.00 35 15.00 36 15.00 37 16.00 38 16.00 39 16.00 40 16.00 41 15.50 43 17.50 44 16.00 47.82 48.54 48.55 48.55 48.56 48.56 48.56 48.58 48.58 48.61 47.82 48.50 48.53 48.54 48.55 48.56 48.57 48.61 47.82 48.52 48.53 48.54 48.56 48.57 48.58 48.59 48.83 47.82 48.96 48.97 48.97 48.57 48.58 48.59 48.59 48.83 47.82 48.58 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Sheet 49 Notes 45 16.00 48.59 46 16.00 48.59 47 16.00 48.60 48 15.50 48.83 50 17.50 47.81 51 15.50 48.84 53 17.50 47.80 54 15.50 48.85 56 17.50 47.79 57 15.50 48.86 59 17.50 47.77 60 17.50 47.77 61 17.50 47.77 62 15.50 48.88 64 17.50 47.84 65 15.50 48.90 67 16.00 49.78 68 15.50 48.93 69 16.00 Feed Jct BL2 50.70 70 16.00 50.17 71 16.00 50.04 72 15.50 48.95 73 15.50 48.95 76 16.00 51.05 77 16.00 57.74 - 78 0.00 69.97 - 79 -19.00 84.19 - 80 0.00 Hose 89.08 500.0 81 0.00 89.08 90 16.50 Orif= 8.20 10.84 27.0 92 18.50 12.30 93 18.50 12.37 94 18.50 12.56 - 95 17.50 13.81 - 96 17.50 14.40 - 98 16.00 K= 7.70 SU1 12.30 27.0 99 18.50 13.66 - 100 18.50 13.73 101 18.50 13.92 102 17.50 15.17 103 17.50 15.76 105 18.50 12.30 106 18.50 12.37 107 18.50 12.56 108 17.50 13.81 109 17.50 14.40 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 50 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 110 17.50 111 17.50 113 17.00 114 17.00 115 16.00 116 16.00 117 16.00 119 17.00 120 17.00 121 16.00 122 16.00 123 16.00 124 16.00 126 16.00 127 16.00 128 16.00 129 16.00 130 16.00 131 16.00 16.41 30.79 13.66 13.73 14.64 15.17 15.86 13.66 13.73 14.64 15.17 16.18 26.33 13.66 13.73 13.97 14.49 15.39 24.41 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 51 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 2 14 17.50 3 17.50 4" 9.1 4.260 L 9.0 120 Pt 47.82 F 0.0 0.2 Pe 0.00 T 9.0 0.0000 Pf 0.00 3 3 17.50 4 16.00 2" 3E 2T L 28.0 120 Pt 47.82 F 43.1 0.8 Pe 0.65 9.1 2.157 43.1 T 71.1 0.0009 Pf 0.06 4 16.00 2" L 7.0 120 Pt 48.54 4 F 0.0 0.8 Pe 0.00 5 16.00 9.1 2.157 T 7.0 0.0009 Pf 0.01 5 16.00 2" L 8.0 120 Pt 48.55 5 F 0.0 0.8 Pe 0.00 6 16.00 9.1 2.157 T 8.0 0.0009 Pf 0.01 6 16.00 2" L 3.0 120 Pt 48.55 6 F 0.0 0.8 Pe 0.00 7 16.00 9.1 2.157 T 3.0 0.0009 Pf 0.00 7 16.00 2" L 9.0 120 Pt 48.56 7 F 0.0 0.8 Pe 0.00 8 16.00 9.1 2.157 T 9.0 0.0009 Pf 0.01 8 8 16.00 9 16.00 2" L 1.0 120 Pt 48.56 0.1 F 0.0 0.8 Pe 0.00 9.1 2.157 T 1.0 0.0009 Pf 0.00 9 9 16.00 2" 1E 10 16.00 9.1 2.157 L 13.0 120 Pt 48.56 F 6.2 0.8 Pe 0.00 6.2 T 19.2 0.0009 Pf 0.02 10 16.00 2" L 2.0 120 Pt 48.58 10 F 0.0 0.8 Pe 0.00 11 16.00 9.1 2.157 T 2.0 0.0009 Pf 0.00 11 11 16.00 12 16.00 2" 1T 1E L 6.0 120 Pt 48.58 F 18.5 0.8 Pe 0.00 9.1 2.157 18.5 T 24.5 0.0009 Pf 0.02 12 16.00 4" L 2.5 120 Pt 48.61 12 F 0.0 0.2 Pe 0.00 21 16.00 9.1 4.260 T 2.5 0.0000 Pf 0.00 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 52 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 13 23 17.50 14 17.50 4" 18.8 4.260 L 10.0 120 Pt 47.82 F 0.0 0.4 Pe 0.00 T 10.0 0.0001 Pf 0.00 14 14 17.50 15 16.00 2" 1T 1E L 6.0 120 Pt 47.82 F 18.5 0.9 Pe 0.65 9.7 2.157 18.5 T 24.5 0.0010 Pf 0.02 15 16.00 2" 1E L 21.0 120 Pt 48.50 15 F 6.2 0.9 Pe 0.00 16 16.00 9.7 2.157 6.2 T 27.2 0.0010 Pf 0.03 16 16.00 2" L 9.0 120 Pt 48.53 16 F 0.0 0.9 Pe 0.00 17 16.00 9.7 2.157 T 9.0 0.0010 Pf 0.01 17 16.00 2" L 10.0 120 Pt 48.54 17 F 0.0 0.9 Pe 0.00 18 16.00 9.7 2.157 T 10.0 0.0010 Pf 0.01 18 16.00 2" L 10.0 120 Pt 48.55 18 F 0.0 0.9 Pe 0.00 19 16.00 9.7 2.157 T 10.0 0.0010 Pf 0.01 19 16.00 2" L 10.0 120 Pt 48.56 19 F 0.0 0.9 Pe 0.00 20 16.00 9.7 2.157 T 10.0 0.0010 Pf 0.01 20 20 16.00 21 16.00 2" 2T 1E L 8.0 120 Pt 48.57 F 30.8 0.9 Pe 0.00 9.7 2.157 30.8 T 38.8 0.0010 Pf 0.04 21 16.00 4" 2VE L 18.0 120 Pt 48.61 21 F 13.4 0.4 Pe 0.22 31 15.50 18.8 4.260 13.4 T 31.4 0.0001 Pf 0.00 33 17.50 4" L 12.0 120 Pt 47.82 22 F 0.0 0.6 Pe 0.00 23 17.50 27.4 4.260 T 12.0 0.0003 Pf 0.00 23 23 17.50 24 16.00 2" 2T 1E L 28.0 120 Pt 47.82 F 30.8 0.8 Pe 0.65 8.7 2.157 30.8 T 58.8 0.0008 Pf 0.05 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 53 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 24 24 16.00 25 16.00 2" 8.7 2.157 L 6.0 120 Pt 48.52 F 0.0 0.8 Pe 0.00 T 6.0 0.0008 Pf 0.00 25 16.00 2" L 11.0 120 Pt 48.53 25 F 0.0 0.8 Pe 0.00 26 16.00 8.7 2.157 T 11.0 0.0008 Pf 0.01 26 26 16.00 27 16.00 2" 3E L 17.0 120 Pt 48.54 F 18.5 0.8 Pe 0.00 8.7 2.157 18.5 T 35.5 0.0008 Pf 0.03 27 16.00 2" L 7.0 120 Pt 48.56 27 F 0.0 0.8 Pe 0.00 28 16.00 8.7 2.157 T 7.0 0.0008 Pf 0.01 28 16.00 2" L 8.0 120 Pt 48.57 28 F 0.0 0.8 Pe 0.00 29 16.00 8.7 2.157 T 8.0 0.0008 Pf 0.01 29 16.00 2" 1T L 7.0 120 Pt 48.58 29 F 12.3 0.8 Pe 0.00 30 16.00 8.7 2.157 12.3 T 19.3 0.0008 Pf 0.02 30 30 16.00 31 15.50 2" 1T 1E L 2.0 120 Pt 48.59 F 18.5 0.8 Pe 0.22 8.7 2.157 18.5 T 20.5 0.0008 Pf 0.02 31 15.50 4" L 14.0 120 Pt 48.83 31 F 0.0 0.6 Pe 0.00 41 15.50 27.4 4.260 T 14.0 0.0003 Pf 0.00 43 17.50 4" L 11.0 120 Pt 47.82 32 F 0.0 0.8 Pe 0.00 33 17.50 37.0 4.260 T 11.0 0.0004 Pf 0.00 33 33 17.50 34 15.00 2" 2T 1E L 24.0 120 Pt 47.82 F 30.8 0.8 Pe 1.08 9.6 2.157 30.8 T 54.8 0.0010 Pf 0.05 34 15.00 2" L 10.0 120 Pt 48.96 34 F 0.0 0.8 Pe 0.00 35 15.00 9.6 2.157 T 10.0 0.0010 Pf 0.01 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 54 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 35 35 15.00 36 15.00 2" 9.6 2.157 L 6.0 120 Pt 48.97 F 0.0 0.8 Pe 0.00 T 6.0 0.0010 Pf 0.01 36 36 15.00 37 16.00 2" 2E L 16.0 120 Pt 48.97 F 12.3 0.8 Pe -0.43 9.6 2.157 12.3 T 28.3 0.0010 Pf 0.03 37 16.00 2" L 10.0 120 Pt 48.57 37 F 0.0 0.8 Pe 0.00 38 16.00 9.6 2.157 T 10.0 0.0010 Pf 0.01 38 16.00 2" L 9.0 120 Pt 48.58 38 F 0.0 0.8 Pe 0.00 39 16.00 9.6 2.157 T 9.0 0.0010 Pf 0.01 39 16.00 2" L 5.0 120 Pt 48.59 39 F 0.0 0.8 Pe 0.00 40 16.00 9.6 2.157 T 5.0 0.0010 Pf 0.00 40 40 16.00 41 15.50 2" 1T 1E L 2.0 120 Pt 48.59 F 18.5 0.8 Pe 0.22 9.6 2.157 18.5 T 20.5 0.0010 Pf 0.02 41 15.50 4" L 8.5 120 Pt 48.83 41 F 0.0 0.8 Pe 0.00 48 15.50 37.0 4.260 T 8.5 0.0004 Pf 0.00 50 17.50 4" L 10.5 120 Pt 47.81 42 F 0.0 1.0 Pe 0.00 43 17.50 46.3 4.260 T 10.5 0.0007 Pf 0.01 43 43 17.50 44 16.00 2" 3T 2T L 58.0 120 Pt 47.82 F 61.5 0.8 Pe 0.65 9.3 2.157 61.5 T 119.5 0.0009 Pf 0.11 44 16.00 2" L 10.0 120 Pt 48.58 44 F 0.0 0.8 Pe 0.00 45 16.00 9.3 2.157 T 10.0 0.0009 Pf 0.01 45 16.00 2" L 9.0 120 Pt 48.59 45 F 0.0 0.8 Pe 0.00 46 16.00 9.3 2.157 T 9.0 0.0009 Pf 0.01 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 55 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 46 46 16.00 47 16.00 2" 9.3 2.157 L 3.0 120 Pt 48.59 F 0.0 0.8 Pe 0.00 T 3.0 0.0009 Pf 0.00 47 47 16.00 48 15.50 2" 1T 1E L 2.0 120 Pt 48.60 F 18.5 0.8 Pe 0.22 9.3 2.157 18.5 T 20.5 0.0009 Pf 0.02 48 15.50 4" L 11.5 120 Pt 48.83 48 F 0.0 1.0 Pe 0.00 51 15.50 46.3 4.260 T 11.5 0.0007 Pf 0.01 53 17.50 4" L 7.5 120 Pt 47.80 49 F 0.0 1.3 Pe 0.00 50 17.50 56.0 4.260 T 7.5 0.0009 Pf 0.01 50 50 17.50 51 15.50 2" 5E 4T L 84.0 120 Pt 47.81 F 80.0 0.9 Pe 0.87 9.7 2.157 80.0 T 164.0 0.0010 Pf 0.17 51 15.50 4" L 9.5 120 Pt 48.84 51 F 0.0 1.3 Pe 0.00 54 15.50 56.0 4.260 T 9.5 0.0009 Pf 0.01 56 17.50 4" L 6.0 120 Pt 47.79 52 F 0.0 1.5 Pe 0.00 53 17.50 68.2 4.260 T 6.0 0.0014 Pf 0.01 53 53 17.50 54 15.50 2" 2T 2E L 80.0 120 Pt 47.80 F 36.9 1.1 Pe 0.87 12.2 2.157 36.9 T 116.9 0.0016 Pf 0.18 54 15.50 4" L 6.0 120 Pt 48.85 54 F 0.0 1.5 Pe 0.00 57 15.50 68.2 4.260 T 6.0 0.0014 Pf 0.01 61 17.50 4" L 10.0 120 Pt 47.77 55 F 0.0 1.8 Pe 0.00 56 17.50 79.2 4.260 T 10.0 0.0018 Pf 0.02 56 56 17.50 57 15.50 2" 4T 4E L 82.0 120 Pt 47.79 F 73.8 1.0 Pe 0.87 11.0 2.157 73.8 T 155.8 0.0013 Pf 0.20 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 56 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 57 15.50 4" L 12.0 120 Pt 48.86 57 F 0.0 1.8 Pe 0.00 62 15.50 79.2 4.260 T 12.0 0.0018 Pf 0.02 64 17.50 4" L 4.0 120 Pt 47.84 BL4 58 F 0.0 5.8 Pe 0.00 59 17.50 -256.3 4.260 T 4.0 0.0158 Pf -0.06 59 17.50 24.67 [170.5] 4" L 3.0 120 Pt 47.77 BL5 59 F 0.0 1.9 Pe 0.00 60 17.50 -85.8 4.260 T 3.0 0.0021 Pf -0.01 60 17.50 25.62 [177.0] 4" L 4.0 120 Pt 47.77 BL6 60 F 0.0 2.1 Pe 0.00 61 17.50 91.3 4.260 T 4.0 0.0023 Pf 0.01 61 61 17.50 62 15.50 2" 4T 4E L 82.0 120 Pt 47.77 F 73.8 1.1 Pe 0.87 12.1 2.157 73.8 T 155.8 0.0015 Pf 0.24 62 15.50 4" L 9.0 120 Pt 48.88 62 F 0.0 2.1 Pe 0.00 65 15.50 91.3 4.260 T 9.0 0.0023 Pf 0.02 63 67 16.00 64 17.50 4" 2VE L 16.0 120 Pt 49.78 F 17.9 9.3 Pe -0.65 -413.4 4.260 17.9 T 33.9 0.0383 Pf -1.30 64 17.50 24.41 [168.8] 2" 3T 3E L 82.0 120 Pt 47.84 BL4 64 F 55.4 1.0 Pe 0.87 65 15.50 11.8 2.157 55.4 T 137.4 0.0015 Pf 0.20 65 15.50 4" L 11.0 120 Pt 48.90 65 F 0.0 2.3 Pe 0.00 68 15.50 103.0 4.260 T 11.0 0.0029 Pf 0.03 71 16.00 4" L 6.0 120 Pt 50.04 66 F 0.0 9.9 Pe 0.00 67 16.00 -440.7 4.260 T 6.0 0.0432 Pf -0.26 67 67 16.00 68 15.50 2" 4T 4E L 80.0 120 Pt 49.78 F 73.8 2.4 Pe 0.22 -27.4 2.157 73.8 T 153.8 0.0069 Pf -1.07 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 57 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 68 15.50 4" L 8.0 120 Pt 48.93 68 F 0.0 1.7 Pe 0.00 72 15.50 75.7 4.260 T 8.0 0.0017 Pf 0.01 69 16.00 23.28 4" L 6.0 120 Pt 50.70 BL2 69 F 0.0 14.6 Pe 0.00 70 16.00 -650.6 4.260 T 6.0 0.0887 Pf -0.53 70 16.00 24.57 [174.0] 4" L 2.5 120 Pt 50.17 BL3 70 F 0.0 10.7 Pe 0.00 71 16.00 -476.5 4.260 T 2.5 0.0499 Pf -0.12 71 71 16.00 72 15.50 2" 2T 2E L 78.0 120 Pt 50.04 F 36.9 3.1 Pe 0.22 -35.8 2.157 36.9 T 114.9 0.0114 Pf -1.31 72 15.50 4" L 6.0 120 Pt 48.95 72 F 0.0 0.9 Pe 0.00 73 15.50 39.8 4.260 T 6.0 0.0005 Pf 0.00 73 73 15.50 69 16.00 2" 6E 2T L 80.0 120 Pt 48.95 F 61.5 3.5 Pe -0.22 39.8 2.157 61.5 T 141.5 0.0139 Pf 1.97 69 16.00 4" L 3.5 120 Pt 50.70 BL2 75 F 0.0 15.5 Pe 0.00 76 16.00 690.4 4.260 T 3.5 0.0990 Pf 0.35 76 16.00 25.07 [179.1] 4" 1VT L 23.0 120 Pt 51.05 BL1 76 F 21.1 19.6 Pe 0.00 77 16.00 869.5 4.260 21.1 T 44.1 0.1517 Pf 6.69 77 16.00 6" 8VE L 145.0 120 Pt 57.74 77 F 100.6 8.8 Pe 6.93 78 0.00 869.5 6.357 100.6 T 245.6 0.0216 Pf 5.31 78 0.00 6" 1B26 2VT L 12.0 120 Pt 69.97 Top of Riser 78 F 62.9 8.8 Pe 8.23 1B26 = 4.37# 79 -19.00 869.5 6.357 62.9 T 74.9 0.0216 Pf 5.99 79 -19.00 6" 2UT1 1GV L 150.0 140 Pt 84.19 79 2UE F 57.5 10.2 Pe 0.00 80 0.00 869.5 5.890 57.5 T 207.5 0.0236 Pf 4.89 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 58 Pipe Information Nodel Elevi Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 80 0.00 6" L 0.0 140 Pt 89.08 80 500.0 F 0.0 16.1 Pe 0.00 81 0.00 1369.5 5.890 T 0.0 0.0546 Pf 0.00 Supply 90 90 16.50 8.20 98 16.00 27.0 1" 1T L 0.5 120 Pt 10.84 F 5.0 10.0 Pe 0.22 27.0 1.049 5.0 T 5.5 0.2267 Pf 1.25 SU1:K=7.70 92 92 18.50 7.70 [27.0] 2" 93 18.50 27.0 2.157 L 10.0 120 Pt 12.30 SU1 F 0.0 2.4 Pe 0.00 T 10.0 0.0068 Pf 0.07 93 93 18.50 7.70 [27.1] 2" 94 18.50 54.1 2.157 L 8.0 120 Pt 12.37 SU1 F 0.0 4.7 Pe 0.00 T 8.0 0.0245 Pf 0.20 94 18.50 7.70 [27.3] 2" 2VE L 7.0 120 Pt 12.56 SU1 94 F 8.6 7.1 Pe 0.43 95 17.50 81.4 2.157 8.6 T 15.6 0.0521 Pf 0.81 95 17.50 7.70 [28.6] 2" L 6.5 120 Pt 13.81 SU1 95 F 0.0 9.7 Pe 0.00 96 17.50 110.0 2.157 T 6.5 0.0910 Pf 0.59 96 96 17.50 7.70 60 17.50 [29.2] 2" 4VE 1T L 78.0 120 Pt 14.40 SU1 F 29.5 12.2 Pe 0.00 139.2 2.157 29.5 T 107.5 0.1407 Pf 15.13 BL6:K=25.62 98 16.00 7.70 [27.0] 1" 1T L 1.0 120 Pt 12.30 SU1 98 F 5.0 10.0 Pe 0.00 126 16.00 27.0 1.049 5.0 T 6.0 0.2267 Pf 1.36 AO1:K=7.31 99 99 18.50 7.31 [27.0] 2" 100 18.50 27.0 2.157 L 10.0 120 Pt 13.66 AO1 F 0.0 2.4 Pe 0.00 T 10.0 0.0068 Pf 0.07 100 18.50 7.31 [27.1] 2" L 8.0 120 Pt 13.73 AO1 100 F 0.0 4.7 Pe 0.00 101 18.50 54.1 2.157 T 8.0 0.0245 Pf 0.20 101 18.50 7.31 [27.3] 2" 2VE L 7.0 120 Pt 13.92 AO1 101 F 8.6 7.1 Pe 0.43 102 17.50 81.3 2.157 8.6 T 15.6 0.0521 Pf 0.81 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 59 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 102 17.50 7.31 [28.5] 2" L 6.5 120 Pt 15.17 AO1 102 F 0.0 9.6 Pe 0.00 103 17.50 109.8 2.157 T 6.5 0.0907 Pf 0.59 103 103 17.50 7.31 59 17.50 [29.0] 2" 4VE 1T L 84.0 120 Pt 15.76 AO1 F 29.5 12.2 Pe 0.00 138.8 2.157 29.5 T 113.5 0.1400 Pf 15.89 BL5:K=24.67 105 105 18.50 7.70 [27.0] 2" 106 18.50 27.0 2.157 L 10.0 120 Pt 12.30 SU1 F 0.0 2.4 Pe 0.00 T 10.0 0.0068 Pf 0.07 106 18.50 7.70 [27.1] 2" L 8.0 120 Pt 12.37 SU1 106 F 0.0 4.7 Pe 0.00 107 18.50 54.1 2.157 T 8.0 0.0245 Pf 0.20 107 18.50 7.70 [27.3] 2" 2VE L 7.0 120 Pt 12.56 SU1 107 F 8.6 7.1 Pe 0.43 108 17.50 81.4 2.157 8.6 T 15.6 0.0521 Pf 0.81 108 17.50 7.70 [28.6] 2" L 6.5 120 Pt 13.81 SU1 108 F 0.0 9.7 Pe 0.00 109 17.50 110.0 2.157 T 6.5 0.0910 Pf 0.59 109 17.50 7.70 [29.2] 2" 1VE L 10.0 120 Pt 14.40 SU1 109 F 4.3 12.2 Pe 0.00 110 17.50 139.2 2.157 4.3 T 14.3 0.1407 Pf 2.01 110 110 17.50 7.31 111 17.50 [29.6] 2" 3VE 2T L 34.0 120 Pt 16.41 AO1 F 37.5 14.8 Pe 0.00 168.8 2.157 37.5 T 71.5 0.2010 Pf 14.37 111 111 17.50 64 17.50 2" lE 2T L 54.0 120 Pt 30.79 F 30.8 14.8 Pe 0.00 168.8 2.157 30.8 T 84.8 0.2010 Pf 17.05 BL4:K=24.41 113 113 17.00 7.31 [27.0] 2" 114 17.00 27.0 2.157 L 10.0 120 Pt 13.66 AO1 F 0.0 2.4 Pe 0.00 T 10.0 0.0068 Pf 0.07 114 17.00 7.31 [27.1] 2" 2VE L 11.0 120 Pt 13.73 AO1 114 F 8.6 4.7 Pe 0.43 115 16.00 54.1 2.157 8.6 T 19.6 0.0245 Pf 0.48 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 60 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 115 115 16.00 7.31 [28.0] 2" 116 16.00 82.0 2.157 L 10.0 120 Pt 14.64 AO1 F 0.0 7.2 Pe 0.00 T 10.0 0.0529 Pf 0.53 116 16.00 7.31 [28.5] 2" L 7.5 120 Pt 15.17 AO1 116 F 0.0 9.7 Pe 0.00 117 16.00 110.5 2.157 T 7.5 0.0918 Pf 0.69 117 16.00 7.31 [29.1] 2" 6VE 1T L 78.0 120 Pt 15.86 AO1 117 F 38.1 12.3 Pe 0.00 70 16.00 139.6 2.157 38.1 T 116.1 0.1415 Pf 16.42 BL3:K=24.57 119 119 17.00 7.31 [27.0] 2" 120 17.00 27.0 2.157 L 10.0 120 Pt 13.66 AO1 F 0.0 2.4 Pe 0.00 T 10.0 0.0068 Pf 0.07 120 17.00 7.31 [27.1] 2" 2VE L 11.0 120 Pt 13.73 AO1 120 F 8.6 4.7 Pe 0.43 121 16.00 54.1 2.157 8.6 T 19.6 0.0245 Pf 0.48 121 121 16.00 7.31 [28.0] 2" 122 16.00 82.0 2.157 L 10.0 120 Pt 14.64 AO1 F 0.0 7.2 Pe 0.00 T 10.0 0.0529 Pf 0.53 122 122 16.00 7.31 [28.5] 2" 123 16.00 110.5 2.157 L 11.0 120 Pt 15.17 AO1 F 0.0 9.7 Pe 0.00 T 11.0 0.0918 Pf 1.01 123 123 16.00 7.31 124 16.00 [29.4] 2" 4VE 1T L 42.0 120 Pt 16.18 AO1 F 29.5 12.3 Pe 0.00 139.9 2.157 29.5 T 71.5 0.1420 Pf 10.15 124 124 16.00 69 16.00 2" 2E 2T L 32.0 120 Pt 26.33 F 36.9 12.3 Pe 0.00 139.9 2.157 36.9 T 68.9 0.1420 Pf 9.78 BL2:K=23.28 126 126 16.00 7.31 [27.0] 2" 127 16.00 27.0 2.157 L 10.0 120 Pt 13.66 AO1 F 0.0 2.4 Pe 0.00 T 10.0 0.0068 Pf 0.07 127 127 16.00 7.31 [27.1] 2" 128 16.00 54.1 2.157 L 10.0 120 Pt 13.73 AO1 F 0.0 4.7 Pe 0.00 T 10.0 0.0245 Pf 0.24 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 61 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 128 128 16.00 7.31 [27.3] 2" 129 16.00 81.4 2.157 L 10.0 120 Pt 13.97 AO1 F 0.0 7.1 Pe 0.00 T 10.0 0.0521 Pf 0.52 129 129 16.00 7.31 [27.8] 2" 130 16.00 109.2 2.157 L 10.0 120 Pt 14.49 AO1 F 0.0 9.6 Pe 0.00 T 10.0 0.0898 Pf 0.90 130 130 16.00 7.31 131 16.00 [28.7] 2" 3VE 1T L 40.0 120 Pt 15.39 AO1 F 25.2 12.1 Pe 0.00 137.9 2.157 25.2 T 65.2 0.1383 Pf 9.01 131 16.00 2" 1T L 30.0 120 Pt 24.41 131 F 12.3 12.1 Pe 0.00 70 16.00 137.9 2.157 12.3 T 42.3 0.1383 Pf 5.85 BL1:K=25.07 Hydraulic Calculations Sheet 62 for Project Name: CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Design: Density: 0.40 gpm/sq.ft. Area of application: 2000 square feet Type of sprinklers calculated: K=11.2 No. of sprinklers calculated: 30 heads Hose streams: 500.0 gpm Outside Hose Total water required: Including hose streams Date 10/16/13 Job: CONT-GR3 103.56 psi @ 1540.4 gpm @ Supply 115.25 psi available @ 1540.4 gpm Below curve by 11.69 psi Type of System: Wet Water Supply Information: 120.00 psi Static, 20.00 psi Residual @ 8000.0 gpm Name of Contractor: CROWN FIRE PROTECTION Address: BOTHELL, WASHINGTON Phone Number: Program: 'HydroCalc' by Micro Space Systems www.MicroSpaceSystems.com CONTAINER STORE - SALES FLOOR REMOTE AREA #4 .Sheet 64 CROWN FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow B26 Wilkens Model 350A Double Check Valve Assy. GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only FH4 FLEX HEAD - 4' Description of Other abbreviations Code Description DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction .5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 65 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 2 GP 4.260 9.00 14 3 3 GL1 2.157 28.00 3 4 N 4 GL1 2.157 7.00 4 5 N 5 GL1 2.157 8.00 5 6 N 6 GL1 2.157 3.00 6 7 N 7 GL1 2.157 9.00 7 8 N 8 GL1 2.157 1.00 8 9 N 9 GL1 2.157 13.00 9 10 N 10 GL1 2.157 2.00 10 11 N 11 GL1 2.157 6.00 11 12 N 12 GS 4.260 2.50 12 21 N 13 GP 4.260 10.00 23 14 14 GL2 2.157 6.00 14 15 N 15 GL2 2.157 21.00 15 16 N 16 GL2 2.157 9.00 16 17 N 17 GL2 2.157 10.00 17 18 N 18 GL2 2.157 10.00 18 19 N 19 GL2 2.157 10.00 19 20 N 20 GL2 2.157 8.00 20 21 N 21 GS 4.260 18.00 21 31 N 22 GP 4.260 12.00 33 23 23 GL3 2.157 28.00 23 24 N 24 GL3 2.157 6.00 24 25 N 25 GL3 2.157 11.00 25 26 N 26 GL3 2.157 17.00 26 27 N 27 GL3 2.157 7.00 27 28 N 28 GL3 2.157 8.00 28 29 N 29 GL3 2.157 7.00 29 30 N 30 GN3 2.157 2.00 30 31 N 31 GS 4.260 14.00 31 41 N 32 GP 4.260 11.00 43 33 33 GL4 2.157 24.00 33 34 N 34 GL4 2.157 10.00 34 35 N 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 3E,2T 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.1 120 32 0.000 16.000 0.0 120 32 1E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T,1E 0.000 16.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 1T,1E 0.000 16.000 0.0 120 32 1E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 2T,1E 0.000 16.000 0.0 120 32 2VE 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 2T,1E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 3E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T 0.000 16.000 0.0 120 32 1T,1E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 2T,1E 0.000 15.000 0.0 120 32 Sheet 66 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 35 GL4 2.157 6.00 35 36 N 36 GL4 2.157 16.00 36 37 N 37 GL4 2.157 10.00 37 38 N 38 GL4 2.157 9.00 38 39 N 39 GL4 2.157 5.00 39 40 N 40 GN4 2.157 2.00 40 41 N 41 GS 4.260 8.50 41 48 N 42 GP 4.260 10.50 50 43 43 GL5 2.157 58.00 43 44 N CM2 44 GL5 2.157 10.00 44 45 N 45 GL5 2.157 9.00 45 46 N 46 GL5 2.157 3.00 46 47 N 47 GN5 2.157 2.00 47 48 N 48 GS 4.260 11.50 48 51 N 49 GP 4.260 7.50 53 50 50 GL 2.157 84.00 50 51 N 51 GS 4.260 9.50 51 54 N 52 GP 4.260 6.00 56 53 53 GL 2.157 80.00 53 54 N 54 GS 4.260 6.00 54 57 N 55 GP 4.260 10.00 61 56 56 GL 2.157 82.00 56 57 N 57 GS 4.260 12.00 57 62 N 58 GP 4.260 4.00 64 59 59 GP 4.260 3.00 59 60 N 60 GP 4.260 4.00 60 61 N 61 GL 2.157 82.00 61 62 N 62 GS 4.260 9.00 62 65 N 63 GP 4.260 16.00 67 64 64 GL 2.157 82.00 64 65 N 65 GS 4.260 11.00 65 68 N 66 GP 4.260 6.00 71 67 0.000 15.000 0.0 120 32 0.000 15.000 0.0 120 32 2E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T,1E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 3T,2T 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T,1E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 5E,4T 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 2T,2E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 4T,4E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 0.000 17.500 0.0 120 32 0.000 17.500 0.0 120 32 4T,4E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 2VE 0.000 17.500 0.0 120 32 3T,3E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 Sheet 67 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 67 GL 2.157 80.00 67 68 N 0.000 16.000 0.0 120 32 4T,4E 68 GS 4.260 8.00 68 72 N 0.000 15.500 0.0 120 32 69 GP 4.260 6.00 69 70 N 0.000 16.000 0.0 120 32 70 GP 4.260 2.50 70 71 N 0.000 16.000 0.0 120 32 71 GL 3.260 78.00 71 72 N 0.000 16.000 0.0 120 32 2T,2E 72 GS 4.260 6.00 72 73 N 0.000 15.500 0.0 120 32 73 GL 2.157 80.00 73 69 N 0.000 15.500 0.0 120 32 6E,2T 75 BU 4.260 3.50 69 0 0.000 0.000 0.0 120 32 76 BU 4.260 23.00 0 0 0.000 0.000 0.0 120 32 1VT 77 BU 6.357 145.00 0 0 0.000 16.000 0.0 120 32 8VE 78 RI 6.357 12.00 0 0 BU 0.000 19.000 0.0 120 32 1B26,2T 79 UG 5.890 150.00 0 0 RI 0.000 0.000 0.0 140 16 2UT1,1GV,4UE 80 UG 5.890 0.00 0 0 0 000 0.000 500.0 140 16 140 DR1 1.049 0.50 0 0 11.2 8 160 -1.000 0.0 120 16 1T,1FH4 141 DR2 1.049 4.00 0 0 11.2 8.160 -1.000 0.0 120 16 1T,1FH4 142 DR3 1.049 0.50 0 0 11.2 7.000 -0.500 0.0 120 16 1T,1FH4 144 BL7 2.157 10.00 0 0 DR1 0.000 0.000 0.0 120 16 145 BL7 2.157 2.00 0 0 DR1 0.000 0.000 0.0 120 16 146 BL7 2.157 10.00 0 0 DR1 0.000 -2.500 0.0 120 16 2E 147 BL7 2.157 15.00 0 0 DR1 0.000 0.000 0.0 120 16 148 BL7 2.157 7.00 0 0 DR1 0.000 0.000 0.0 120 16 149 BL7 2.157 7.00 0 0 DR1 0.000 0.000 0.0 120 16 1T 151 BL8 2.157 5.50 0 0 DR3 0.000 0.000 0.0 120 16 152 BL8 2.157 6.00 0 0 DR3 0.000 0.000 0.0 120 16 153 BL8 2.157 8.00 0 0 DR1 0.000 0.000 0.0 120 16 154 BL8 2.157 6.00 0 0 DR1 0.000 0.000 0.0 120 16 155 BL8 2.157 10.00 0 0 DR1 0.000 0.000 0.0 120 16 156 BL8 2.157 8.00 0 0 DR1 0.000 0.000 0.0 120 16 157 BL8 2.157 7.00 0 0 DR1 0.000 0.000 0.0 120 16 1T 159 BL9 2.157 6.00 0 0 DR3 0.000 0.000 0.0 120 16 160 BL9 2.157 6.00 0 0 DR3 0.000 0.000 0.0 120 16 161 BL9 2.157 8.00 0 0 DR1 0.000 0.000 0.0 120 16 Sheet 68 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA *4 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 162 BL9 2.157 4.00 0 0 DR1 0.000 0.000 0.0 120 16 163 BL9 2.157 15.00 0 0 DR1 0.000 0.000 0.0 120 16 164 BL9 2.157 8.00 0 0 DR1 0.000 0.000 0.0 120 16 165 BL9 2.157 6.00 0 0 DR1 0.000 0.000 0.0 120 16 1T 167 BL10 2.157 8.00 0 0 DR3 0.000 0.000 0.0 120 16 168 BL10 2.157 4.00 0 0 DR1 0.000 0.000 0.0 120 16 169 BL10 2.157 4.00 0 0 DR2 0.000 0.000 0.0 120 16 170 BL10 2.157 2.00 0 0 DR2 0.000 0.000 0.0 120 16 171 BL10 2.157 4.00 0 0 DR2 0.000 0.000 0.0 120 16 1T 173 BL11 2.157 6.50 0 0 DR1 0.000 0.000 0.0 120 16 174 BL11 2.157 8.50 0 0 DR1 0.000 0.000 0.0 120 16 175 BL11 2.157 9.50 0 0 DR1 0.000 0.000 0.0 120 16 176 BL11 2.157 9.50 0 0 DR1 0.000 0.000 0.0 120 16 1E 177 BL11 2.157 30.00 0 0 DR1 0.000 0.000 0.0 120 16 1E,1T 179 CM2 4.260 9.50 0 0 BL7 0.000 0.000 0.0 120 16 180 CM2 4.260 9.00 0 0 BL8 0.000 0.000 0.0 120 16 181 CM2 4.260 16.00 0 0 BL9 0.000 0.000 0.0 120 16 182 CM2 4.260 3.00 0 0 BL10 0.000 0.000 0.0 120 16 183 CM2 4.260 60.00 0 0 BL11 0.000 0.000 0.0 120 16 Sheet 69 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 L 0.5 PT 8.16 140 32.0=11.20(8.16)A.5 F 29.0 PE -0.43 (EL= -1.0 ft) 140 32.0 1.049 1T 1FH4 T 29.5 0.31034 PF 9.16 11.9 PT 16.88 144 Bl Jct K -factor for drop 1 = 32.0/(16.88)A.5 = 7.79 at Hyd Ref Pts 144 145 146 147 148 149 153 154 155 156 157 161 162 163 164 165 168 173 174 175 176 177 Drop 2 L 4.0 PT 8.16 141 32.0=11.20(8.16)A.5 F 29.0 PE -0.43 141 32.0 1.049 1T 1FH4 T 33.0 0.31034 PF 10.24 11.9 PT 17.97 169 K -factor for drop 2 = 32.0/(17.97)A.5 = 7.55 at Hyd Ref Pts 169 170 171 Drop 3 L 0.5 PT 7.00 142 29.6=11.20(7.00)".5 F 29.0 PE -0.22 142 29.6 1.049 1T 1FH4 T 29.5 0.26931 PF 7.94 PT 14.73 151 K -factor for drop 3 = 29.6/(14.73)A.5 = 7.71 at Hyd Ref Pts 151 152 159 160 167 11.0 C = 120 (EL= -1.0 ft) B1 Jct C = 120 (EL= -0.5 ft) Bl Jct CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Sheet 70 Notes Branchline No. 7 C = 120 L 10.0 PT 16.88 144 DR1 32.0=7.79(16.88)A.5 F 0.0 PE 0.00 144 32.0 2.157 T 10.0 0.00927 PF 0.09 2.8 L 2.0 PT 16.97 145 DR1 32.1=7.79(16.97)A.5 F 0.0 PE 0.00 145 64.1 2.157 T 2.0 0.03352 PF 0.07 5.6 L 10.0 PT 17.04 146 DR1 32.2=7.79(17.04)A.5 F 12.3 PE -1.08 (EL= -2.5 ft) 146 96.2 2.157 2E T 22.3 0.07111 PF 1.59 8.4 L 15.0 PT 17.54 147 DR1 32.6=7.79(17.54)A.5 F 0.0 PE 0.00 147 128.9 2.157 T 15.0 0.12203 PF 1.83 11.3 L 7.0 PT 19.37 148 DR1 34.3=7.79(19.37)A.5 F 0.0 PE 0.00 148 163.1 2.157 T 7.0 0.18880 PF 1.32 14.3 L 7.0 PT 20.70 149 DR1 35.4=7.79(20.70)A.5 F 12.3 PE 0.00 149 198.6 2.157 1T T 19.3 0.27159 PF 5.24 17.4 PT 25.94 179 Cross main Jct K -factor for branchline no. 7 = 198.6/(25.94)A.5 = 39.00 Sheet 71 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 8 (Beginning pressure increased due to Hyd Ref Pt 15) C = 120 L 5.5 PT 16.64 151 DR3 31.5=7.71(16.64)A.5 F 0.0 PE 0.00 151 31.5 2.157 T 5.5 0.00899 PF 0.05 2.8 L 6.0 PT 16.69 152 DR3 31.5=7.71(16.69)A.5 F 0.0 PE 0.00 152 63.0 2.157 T 6.0 0.03245 PF 0.19 5.5 L 8.0 PT 16.88 153 DR1 32.0=7.79(16.88)A.5 F 0.0 PE 0.00 153 95.0 2.157 T 8.0 0.06940 PF 0.56 8.3 L 6.0 PT 17.44 154 DR1 32.5=7.79(17.44)A.5 F 0.0 PE 0.00 154 127.5 2.157 T 6.0 0.11967 PF 0.72 11.2 L 10.0 PT 18.16 155 DR1 33.2=7.79(18.16)A.5 F 0.0 PE 0.00 155 160.7 2.157 T 10.0 0.18359 PF 1.84 14.1 L 8.0 PT 19.99 156 DR1 34.8=7.79(19.99)A.5 F 0.0 PE 0.00 156 195.5 2.157 T 8.0 0.26391 PF 2.11 17.2 L 7.0 PT 22.10 157 DR1 36.6=7.79(22.10)A.5 F 12.3 PE 0.00 157 232.1 2.157 1T T 19.3 0.36257 PF 7.00 20.4 PT 29.10 180 Cross main Jct K -factor for branchline no. 8 = 232.1/(29.10)A.5 = 43.02 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Sheet 72 Notes Branchline No. 9 (Beginning pressure increased due to Hyd Ref Pt 16) C = 120 L 6.0 PT 16.64 159 DR3 31.5=7.71(16.64)A.5 F 0.0 PE 0.00 159 31 5 2 157 T 6.0 0.00899 PF 0.05 2.8 L 6.0 PT 16.69 160 DR3 31.5=7.71(16.69)A.5 F 0.0 PE 0.00 160 63.0 2.157 T 6.0 0.03245 PF 0.19 5.5 L 8.0 PT 16.89 161 DR1 32.0=7.79(16.89)A.5 F 0.0 PE 0.00 161 95.0 2.157 T 8.0 0.06941 PF 0.56 8.3 L 4.0 PT 17.44 162 DR1 32.5=7.79(17.44)A.5 F 0.0 PE 0.00 162 127.5 2.157 T 4.0 0.11969 PF 0.48 11.2 L 15.0 PT 17.92 163 DR1 33.0=7.79(17.92)A.5 F 0.0 PE 0.00 163 160.5 2.157 T 15.0 0.18316 PF 2.75 14.1 L 8.0 PT 20.67 164 DR1 35.4=7.79(20.67)A.5 F 0.0 PE 0.00 164 195.9 2.157 T 8.0 0.26487 PF 2.12 17.2 L 6.0 PT 22.79 165 DR1 37.2=7.79(22.79)A.5 F 12.3 PE 0.00 165 233.1 2.157 1T T 18.3 0.36530 PF 6.69 20.5 PT 29.47 181 Cross main Jct K -factor for branchline no. 9 = 233.1/(29.47)'.5 = 42.94 Sheet 73 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 10 (Beginning pressure increased due to Hyd Ref Pt 16) C = 120 L 8.0 PT 17.76 167 DR3 32.5=7.71(17.76)A.5 F 0.0 PE 0.00 167 32.5 2.157 T 8.0 0.00955 PF 0.08 2.9 L 4.0 PT 17.84 168 DR1 32.9=7.79(17.84)A.5 F 0.0 PE 0.00 168 65.4 2.157 T 4.0 0.03480 PF 0.14 5.7 L 4.0 PT 17.98 169 DR2 32.0=7.55(17.98)A.5 F 0.0 PE 0.00 169 97.4 2.157 T 4.0 0.07272 PF 0.29 8.6 L 2.0 PT 18.27 170 DR2 32.3=7.55(18.27)A.5 F 0.0 PE 0.00 170 129.7 2.157 T 2.0 0.12346 PF 0.25 11.4 L 4.0 PT 18.51 171 DR2 32.5=7.55(18.51)A.5 F 12.3 PE 0.00 171 162.2 2.157 1T T 16.3 0.18670 PF 3.04 14.2 PT 21.56 182 Cross ma Jct K -factor for branchline no. 10 = 162.2/(21.56)x.5 = 34.94 Sheet 74 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 11 C = 120 L 6.5 PT 16.88 173 DR1 32.0=7.79(16.88)A.5 F 0.0 PE 0.00 173 32.0 2.157 T 6.5 0.00927 PF 0.06 2.8 L 8.5 PT 16.94 174 DR1 32.1=7.79(16.94)A.5 F 0.0 PE 0.00 174 64.1 2.157 T 8.5 0.03349 PF 0.28 5.6 L 9.5 PT 17.22 175 DR1 32.3=7.79(17.22)A.5 F 0.0 PE 0.00 175 96.4 2.157 T 9.5 0.07131 PF 0.68 8.5 L 9.5 PT 17.90 176 DR1 33.0=7.79(17.90)A.5 F 6.2 PE 0.00 176 129.3 2.157 1E T 15.7 0.12287 PF 1.93 11.4 L 30.0 PT 19.83 177 DR1 34.7=7.79(19.83)A.5 F 18.5 PE 0.00 177 164.0 2.157 1E 1T T 48.5 0.19069 PF 9.25 14.4 PT 29.08 183 Cross main Jct K -factor for branchline no. 11 = 164.0/(29.08)'.5 = 30.41 Sheet 75 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 2 (Beginning pressure increased due to Hyd Ref Pt 18) C = 120 L 9.5 PT 29.00 179 BL7 210.0=39.00(29.00)A.5 F 0.0 PE 0.00 179 210.0 4.260 T 9.5 0.01095 PF 0.10 4.7 L 9.0 PT 29.10 180 BL8 232.1=43.02(29.10)A.5 F 0.0 PE 0.00 180 442.1 4.260 T 9.0 0.04342 PF 0.39 10.0 L 16.0 PT 29.49 181 BL9 233.2=42.94(29.49)A.5 F 0.0 PE 0.00 181 675.3 4.260 T 16.0 0.09506 PF 1.52 15.2 L 3.0 PT 31.02 182 BL10 194.6=34.94(31.02)A.5 F 0.0 PE 0.00 182 869.9 4.260 T 3.0 0.15184 PF 0.46 19.6 L 60.0 PT 31.47 183 BL11 170.6=30.41(31.47)A.5 F 0.0 PE 0.00 183 1040.5 4.260 T 60.0 0.21149 PF 12.69 23.4 PT 44.16 43 Bulk Jct K -factor for Cross main 2 = 1040.5/(44.16)A.5 = 156.58 Sheet 76 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Grid Node Analysis Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 3 - 44.36 17.50 4 - 46.37 16.00 5 - 46.51 16.00 6 - 46.66 16.00 7 - 46.72 16.00 8 - 46.89 16.00 9 - 46.91 16.00 10 - 47.28 16.00 11 - 47.32 16.00 12 - 47.79 16.00 14 - 44.35 17.50 15 - 45.53 16.00 16 - 46.11 16.00 17 - 46.31 16.00 18 - 46.52 16.00 19 - 46.74 16.00 20 - 46.96 16.00 21 - 47.79 16.00 23 - 44.32 17.50 24 - 46.01 16.00 25 - 46.11 16.00 26 - 46.30 16.00 27 - 46.93 16.00 28 - 47.05 16.00 29 - 47.19 16.00 30 - 47.53 16.00 31 - 48.11 15.50 33 - 44.26 17.50 34 - 46.51 15.00 35 - 46.72 15.00 36 - 46.85 15.00 37 - 47.02 16.00 38 - 47.23 16.00 39 - 47.42 16.00 40 - 47.53 16.00 41 - 48.18 15.50 43 1040.4 44.16 K=156.58 CM 2 17.50 44 - 47.19 16.00 45 - 47.39 16.00 46 - 47.57 16.00 Sheet 77 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Grid Node Analysis Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 47 48 50 51 53 54 56 57 59 60 61 62 64 65 67 68 69 70 71 72 73 (1040.4) 47.63 48.26 45.52 48.42 46.41 48.60 47.06 48.74 48.78 48.48 48.08 49.06 49.18 49.31 53.44 49.57 55.74 Feed Jct 54.63 54.17 49.71 49.72 16.00 15.50 17.50 15.50 17.50 15.50 17.50 15.50 17.50 17.50 17.50 15.50 17.50 15.50 16.00 15.50 16.00 16.00 16.00 15.50 15.50 Sheet 78 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 2 4.260 9.0 9.0 0.00 47.5 0.0007 0.01 1.1 14 3 44.35 44.36 3 2.157 28.0 71.1 1.50 47.5 0.0192 1.37 4.2 3 4 44.36 46.37 Fit= 43.1 3E 2T 4 2.157 7.0 7.0 0.00 47.5 0.0192 0.13 4.2 4 5 46.37 46.51 5 2.157 8.0 8.0 0.00 47.5 0.0192 0.15 4.2 5 6 46.51 46.66 6 2.157 3.0 3.0 0.00 47.5 0.0192 0.06 4.2 6 7 46.66 46.72 7 2.157 9.0 9.0 0.00 47.5 0.0192 0.17 4.2 7 8 46.72 46.89 8 2.157 1.0 1.0 0.00 47.5 0.0192 0.02 4.2 8 9 46.89 46.91 9 2.157 13.0 19.2 0.00 47.5 0.0192 0.37 4.2 9 10 46.91 47.28 Fit= 6.2 1E 10 2.157 2.0 2.0 0.00 47.5 0.0192 0.04 4.2 10 11 47.28 47.32 11 2.157 6.0 24.5 0.00 47.5 0.0192 0.47 4.2 11 12 47.32 47.79 Fit= 18.5 1T 1E 12 4.260 2.5 2.5 0.00 47.5 0.0007 0.00 1.1 12 21 47.79 47.79 13 4.260 10.0 10.0 0.00 98.0 0.0027 0.03 2.2 23 14 44.32 44.35 14 2.157 6.0 24.5 1.50 50.5 0.0216 0.53 4.4 14 15 44.35 45.53 Fit= 18.5 1T 1E 15 2.157 21.0 27.2 0.00 50.5 0.0216 0.59 4.4 15 16 45.53 46.11 Fit= 6.2 lE 16 2.157 9.0 9.0 0.00 50.5 0.0216 0.19 4.4 16 17 46.11 46.31 17 2.157 10.0 10.0 0.00 50.5 0.0216 0.22 4.4 17 18 46.31 46.52 18 2.157 10.0 10.0 0.00 50.5 0.0216 0.22 4.4 18 19 46.52 46.74 19 2.157 10.0 10.0 0.00 50.5 0.0216 0.22 4.4 19 20 46.74 46.96 20 2.157 8.0 38.8 0.00 50.5 0.0216 0.84 4.4 20 21 46.96 47.79 Fit= 30.8 2T 1E 21 4.260 18.0 35.9 0.50 98.0 0.0027 0.10 2.2 21 31 47.79 48.11 Fit= 17.9 2VE Sheet 79 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 22 4.260 12.0 12.0 0.00 143.2 0.0054 0.06 3.2 33 23 44.26 44.32 23 2.157 28.0 58.8 1.50 45.2 0.0176 1.03 4.0 23 24 44.32 46.01 Fit= 30.8 2T 1E 24 2.157 6.0 6.0 0.00 45.2 0.0176 0.11 4.0 24 25 46.01 46.11 25 2.157 11.0 11.0 0.00 45.2 0.0176 0.19 4.0 25 26 46.11 46.30 26 2.157 17.0 35.5 0.00 45.2 0.0176 0.62 4.0 26 27 46.30 46.93 Fit= 18.5 3E 27 2.157 7.0 7.0 0.00 45.2 0.0176 0.12 4.0 27 28 46.93 47.05 28 2.157 8.0 8.0 0.00 45.2 0.0176 0.14 4.0 28 29 47.05 47.19 29 2.157 7.0 19.3 0.00 45.2 0.0176 0.34 4.0 29 30 47.19 47.53 Fit= 12.3 1T 30 2.157 2.0 20.5 0.50 45.2 0.0176 0.36 4.0 30 31 47.53 48.11 Fit= 18.5 1T 1E 31 4.260 14.0 14.0 0.00 143.2 0.0054 0.08 3.2 31 41 48.11 48.18 32 4.260 11.0 11.0 0.00 193.3 0.0094 0.10 4.4 43 33 44.16 44.26 33 2.157 24.0 54.8 2.50 50.1 0.0213 1.17 4.4 33 34 44.26 46.51 Fit= 30.8 2T 1E 34 2.157 10.0 10.0 0.00 50.1 0.0213 0.21 4.4 34 35 46.51 46.72 35 2.157 6.0 6.0 0.00 50.1 0.0213 0.13 4.4 35 36 46.72 46.85 36 2.157 16.0 28.3 -1.00 50.1 0.0213 0.60 4.4 36 37 46.85 47.02 Fit= 12.3 2E 37 2.157 10.0 10.0 0.00 50.1 0.0213 0.21 4.4 37 38 47.02 47.23 38 2.157 9.0 9.0 0.00 50.1 0.0213 0.19 4.4 38 39 47.23 47.42 39 2.157 5.0 5.0 0.00 50.1 0.0213 0.11 4.4 39 40 47.42 47.53 40 2.157 2.0 20.5 0.50 50.1 0.0213 0.44 4.4 40 41 47.53 48.18 Fit= 18.5 1T 1E 41 4.260 8.5 8.5 0.00 193.3 0.0094 0.08 4.4 41 48 48.18 48.26 Sheet 80 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes © Beg © End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 42 4.260 10.5 10.5 0.00 -798.7 0.1297 1.36 18.0 50 43 45.52 44.16 43 2.157 58.0 119.5 1.50 48.5 0.0200 2.39 4.3 43 44 44.16 47.19 Fit= 61.5 3T 2T 44 2.157 10.0 10.0 0.00 48.5 0.0200 0.20 4.3 44 45 47.19 47.39 45 2.157 9.0 9.0 0.00 48.5 0.0200 0.18 4.3 45 46 47.39 47.57 46 2.157 3.0 3.0 0.00 48.5 0.0200 0.06 4.3 46 47 47.57 47.63 47 2.157 2.0 20.5 0.50 48.5 0.0200 0.41 4.3 47 48 47.63 48.26 Fit= 18.5 1T lE 48 4.260 11.5 11.5 0.00 241.8 0.0142 0.16 5.4 48 51 48.26 48.42 49 4.260 7.5 7.5 0.00 -761.2 0.1186 0.89 17.1 53 50 46.41 45.52 50 2.157 84.0 164.0 2.00 37.5 0.0124 2.04 3.3 50 51 45.52 48.42 Fit= 80.0 5E 4T 51 4.260 9.5 9.5 0.00 279.3 0.0186 0.18 6.3 51 54 48.42 48.60 52 4.260 6.0 6.0 0.00 -725.5 0;1085 0.65 16.3 56 53 47.06 46.41 53 2.157 80.0 116.9 2.00 35.7 0.0114 1.33 3.1 53 54 46.41 48.60 Fit= 36.9 2T 2E 54 4.260 6.0 6.0 0.00 315.0 0.0232 0.14 7.1 54 57 48.60 48.74 55 4.260 10.0 10.0 0.00 -702.0 0.1021 1.02 15.8 61 56 48.08 47.06 56 2.157 82.0 155.8 2.00 23.5 0.0052 0.82 2.1 56 57 47.06 48.74 Fit= 73.8 4T 4E 57 4.260 12.0 12.0 0.00 338.5 0.0265 0.32 7.6 57 62 48.74 49.06 58 4.260 4.0 4.0 0.00 -693.9 0.1000 0.40 15.6 64 59 49.18 48.78 59 4.260 3.0 3.0 0.00 -693.9 0.1000 0.30 15.6 59 60 48.78 48.48 60 4.260 4.0 4.0 0.00 -693.9 0.1000 0.40 15.6 60 61 48.48 48.08 61 2.157 82.0 155.8 2.00 8.1 0.0007 0.11 0.7 61 62 48.08 49.06 Fit= 73.8 4T 4E Sheet 81 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes Q Beg Q End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 62 4.260 9.0 9.0 0.00 346.5 0.0277 0.25 7.8 62 65 49.06 49.31 63 4.260 16.0 33.9 -1.50 -717.8 0.1064 3.61 16.2 67 64 53.44 49.18 Fit= 17.9 2VE 64 2.157 82.0 137.4 2.00 -23.8 0.0054 0.74 2.1 64 65 49.18 49.31 Fit= 55.4 3T 3E 65 4.260 11.0 11.0 0.00 322.7 0.0242 0.27 7.3 65 68 49.31 49.57 66 4.260 6.0 6.0 0.00 -774.2 0.1224 0.73 17.4 71 67 54.17 53.44 67 2.157 80.0 153.8 0.50 -56.5 0.0265 4.08 5.0 67 68 53.44 49.57 Fit= 73.8 4T 4E 68 4.260 8.0 8.0 0.00 266.2 0.0170 0.14 6.0 68 72 49.57 49.71 69 4.260 6.0 6.0 0.00 -966.1 0.1844 1.11 21.7 69 70 55.74 54.63 70 4.260 2.5 2.5 0.00 -966.1 0.1844 0.46 21.7 70 71 54.63 54.17 71 3.260 78.0 137.1 0.50 -191.9 0.0341 4.68 7.4 71 72 54.17 49.71 Fit= 59.1 2T 2E 72 4.260 6.0 6.0 0.00 74.3 0.0016 0.01 1.7 72 73 49.71 49.72 73 2.157 80.0 141.5 -0.50 74.3 0.0441 6.24 6.5 73 69 49.72 55.74 Fit= 61.5 6E 2T Sheet 82 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ___= L 3.5 PT 55.74 69 Grid Jct 1040.4=139.36(55.74)A.5 F 0.0 PE 0.00 75 1040.4 4.260 T 3.5 0.21148 PF 0.74 23.4 L 23.0 PT 56.48 76 F 21.1 PE 0.00 76 1040.4 4.260 1VT T 44.1 0.21148 PF 9.33 23.4 L 145.0 PT 65.81 77 F 100.6 PE 6.93 (EL= 16.0 ft) 77 1040.4 6.357 8VE T 245.6 0.03011 PF 7.39 10.5 PT 80.13 78 Top of Riser Riser C = 120 L 12.0 PT 80.13 78 Top of Riser F 75.4 PE 8.23 (EL= 19.0 ft) 78 1040.4 6.357 1B26 2T T 87.4 0.03011 PF 7.74 10.5 1B26 = 5.10# PT 96.09 79 B.O.R. Under ground C = 140 L 150.0 PT 96.09 79 B.O.R. F 77.5 PE 0.00 79 1040.4 5.890 2UT1 1GV T 227.5 0.03282 PF 7.47 12.3 4UE L 0.0 PT 103.56 80 500.0 gpm = Hose F 0.0 PE 0.00 80 1540.4 5.890 T 0.0 0.00000 PF 0.00 18.1 PT 103.56 81 Supply Jct Available flow at 103.56 psi is 3014.8 gpm which is 1474.4 gpm from curve. Supply pressure available with 1540.4 gpm flowing is 115.25 psi, thus system requirement is 11.69 psi below supply curve. (10.1%) CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Supply Analysis Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure Sheet 83 81 120.00 20.00 8000.0 115.25 1540.4 103.56 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 3 17.50 4 16.00 5 16.00 6 16.00 7 16.00 8 16.00 9 16.00 10 16.00 11 16.00 12 16.00 14 17.50 15 16.00 16 16.00 17 16.00 18 16.00 19 16.00 20 16.00 21 16.00 23 17.50 24 16.00 25 16.00 26 16.00 27 16.00 28 16.00 29 16.00 30 16.00 31 15.50 33 17.50 34 15.00 35 15.00 36 15.00 37 16.00 38 16.00 39 16.00 40 16.00 41 15.50 43 17.50 44 16.00 44.36 46.37 46.51 46.66 46.72 46.89 46.91 47.28 47.32 47.79 44.35 45.53 46.11 46.31 46.52 46.74 46.96 47.79 44.32 46.01 46.11 46.30 46.93 47.05 47.19 47.53 48.11 44.26 46.51 46.72 46.85 47.02 47.23 47.42 47.53 48.18 44.16 47.19 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Sheet 84 Notes 45 16.00 47.39 46 16.00 47.57 47 16.00 47.63 48 15.50 48.26 50 17.50 45.52 51 15.50 48.42 53 17.50 46.41 54 15.50 48.60 56 17.50 47.06 57 15.50 48.74 59 17.50 48.78 60 17.50 48.48 61 17.50 48.08 62 15.50 49.06 64 17.50 49.18 65 15.50 49.31 67 16.00 53.44 68 15.50 49.57 69 16.00 Feed Jct 55.74 70 16.00 54.63 71 16.00 54.17 72 15.50 49.71 73 15.50 49.72 76 16.00 56.48 77 16.00 65.81 - 78 0.00 80.13 - 79 -19.00 96.09 - 80 0.00 Hose 103.56 500.0 81 0.00 103.56 140 14.00 Orif=11.20 8.16 32.0 141 16.50 Orif=11.20 8.16 32.0 142 17.00 Orif=11.20 7.00 29.6 144 15.00 16.88 - 145 15.00 16.97 146 15.00 17.04 147 17.50 17.54 148 17.50 19.37 149 17.50 20.70 151 17.50 16.64 152 17.50 16.69 153 17.50 16.88 154 17.50 17.44 155 17.50 18.16 156 17.50 19.99 157 17.50 22.10 159 17.50 16.64 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Node Analysis Sheet 85 Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 160 17.50 161 17.50 162 17.50 163 17.50 164 17.50 165 17.50 167 17.50 168 17.50 169 17.50 170 17.50 171 17.50 173 17.50 174 17.50 175 17.50 176 17.50 177 17.50 179 17.50 180 17.50 181 17.50 182 17.50 183 17.50 16.69 16.89 17.44 17.92 20.67 22.79 17.76 17.84 17.98 18.27 18.51 16.88 16.94 17.22 17.90 19.83 29.00 29.10 29.49 31.02 31.47 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 86 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 2 14 17.50 3 17.50 4" 47.5 4.260 L 9.0 120 Pt 44.35 F 0.0 1.1 Pe 0.00 T 9.0 0.0007 Pf 0.01 3 3 17.50 4 16.00 2" 3E 2T L 28.0 120 Pt 44.36 F 43.1 4.2 Pe 0.65 47.5 2.157 43.1 T 71.1 0.0192 Pf 1.37 4 16.00 2" L 7.0 120 Pt 46.37 4 F 0.0 4.2 Pe 0.00 5 16.00 47.5 2.157 T 7.0 0.0192 Pf 0.13 5 16.00 2" L 8.0 120 Pt 46.51 5 F 0.0 4.2 Pe 0.00 6 16.00 47.5 2.157 T 8.0 0.0192 Pf 0.15 6 16.00 2" L 3.0 120 Pt 46.66 6 F 0.0 4.2 Pe 0.00 7 16.00 47.5 2.157 T 3.0 0.0192 Pf 0.06 7 16.00 2" L 9.0 120 Pt 46.72 7 F 0.0 4.2 Pe 0.00 8 16.00 47.5 2.157 T 9.0 0.0192 Pf 0.17 8 8 16.00 9 16.00 2" L 1.0 120 Pt 46.89 0.1 F 0.0 4.2 Pe 0.00 47.5 2.157 T 1.0 0.0192 Pf 0.02 9 9 16.00 2" 1E 10 16.00 47.5 2.157 L 13.0 120 Pt 46.91 F 6.2 4.2 Pe 0.00 6.2 T 19.2 0.0192 Pf 0.37 10 16.00 2" L 2.0 120 Pt 47.28 10 F 0.0 4.2 Pe 0.00 11 16.00 47.5 2.157 T 2.0 0.0192 Pf 0.04 11 11 16.00 12 16.00 2" 1T 1E L 6.0 120 Pt 47.32 F 18.5 4.2 Pe 0.00 47.5 2.157 18.5 T 24.5 0.0192 Pf 0.47 12 16.00 4" L 2.5 120 Pt 47.79 12 F 0.0 1.1 Pe 0.00 21 16.00 47.5 4.260 T 2.5 0.0007 Pf 0.00 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 87 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 13 23 17.50 14 17.50 4" 98.0 4.260 L 10.0 120 Pt 44.32 F 0.0 2.2 Pe 0.00 T 10.0 0.0027 Pf 0.03 14 14 17.50 15 16.00 2" 1T 1E L 6.0 120 Pt 44.35 F 18.5 4.4 Pe 0.65 50.5 2.157 18.5 T 24.5 0.0216 Pf 0.53 15 16.00 2" 1E L 21.0 120 Pt 45.53 15 F 6.2 4.4 Pe 0.00 16 16.00 50.5 2.157 6.2 T 27.2 0.0216 Pf 0.59 16 16.00 2" L 9.0 120 Pt 46.11 16 F 0.0 4.4 Pe 0.00 17 16.00 50.5 2.157 T 9.0 0.0216 Pf 0.19 17 16.00 2" L 10.0 120 Pt 46.31 17 F 0.0 4.4 Pe 0.00 18 16.00 50.5 2.157 T 10.0 0.0216 Pf 0.22 18 16.00 2" L 10.0 120 Pt 46.52 18 F 0.0 4.4 Pe 0.00 19 16.00 50.5 2.157 T 10.0 0.0216 Pf 0.22 19 16.00 2" L 10.0 120 Pt 46.74 19 F 0.0 4.4 Pe 0.00 20 16.00 50.5 2.157 T 10.0 0.0216 Pf 0.22 20 20 16.00 21 16.00 2" 2T 1E L 8.0 120 Pt 46.96 F 30.8 4.4 Pe 0.00 50.5 2.157 30.8 T 38.8 0.0216 Pf 0.84 21 21 16.00 31 15.50 4" 2VE L 18.0 120 Pt 47.79 F 17.9 2.2 Pe 0.22 98.0 4.260 17.9 T 35.9 0.0027 Pf 0.10 33 17.50 4" L 12.0 120 Pt 44.26 22 F 0.0 3.2 Pe 0.00 23 17.50 143.2 4.260 T 12.0 0.0054 Pf 0.06 23 23 17.50 24 16.00 2" 2T 1E L 28.0 120 Pt 44.32 F 30.8 4.0 Pe 0.65 45.2 2.157 30.8 T 58.8 0.0176 Pf 1.03 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 88 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 24 24 16.00 25 16.00 2" 45.2 2.157 L 6.0 120 Pt 46.01 F 0.0 4.0 Pe 0.00 T 6.0 0.0176 Pf 0.11 25 16.00 2" L 11.0 120 Pt 46.11 25 F 0.0 4.0 Pe 0.00 26 16.00 45.2 2.157 T 11.0 0.0176 Pf 0.19 26 26 16.00 27 16.00 2" 3E L 17.0 120 Pt 46.30 F 18.5 4.0 Pe 0.00 45.2 2.157 18.5 T 35.5 0.0176 Pf 0.62 27 16.00 2" L 7.0 120 Pt 46.93 27 F 0.0 4.0 Pe 0.00 28 16.00 45.2 2.157 T 7.0 0.0176 Pf 0.12 28 16.00 2" L 8.0 120 Pt 47.05 28 F 0.0 4.0 Pe 0.00 29 16.00 45.2 2.157 T 8.0 0.0176 Pf 0.14 29 16.00 2" 1T L 7.0 120 Pt 47.19 29 F 12.3 4.0 Pe 0.00 30 16.00 45.2 2.157 12.3 T 19.3 0.0176 Pf 0.34 30 30 16.00 31 15.50 2" 1T 1E L 2.0 120 Pt 47.53 F 18.5 4.0 Pe 0.22 45.2 2.157 18.5 T 20.5 0.0176 Pf 0.36 31 15.50 4" L 14.0 120 Pt 48.11 31 F 0.0 3.2 Pe 0.00 41 15.50 143.2 4.260 T 14.0 0.0054 Pf 0.08 43 17.50 4" L 11.0 120 Pt 44.16 CM 2 32 F 0.0 4.4 Pe 0.00 33 17.50 193.3 4.260 T 11.0 0.0094 Pf 0.10 33 33 17.50 34 15.00 2" 2T lE L 24.0 120 Pt 44.26 F 30.8 4.4 Pe 1.08 50.1 2.157 30.8 T 54.8 0.0213 Pf 1.17 34 15.00 2" L 10.0 120 Pt 46.51 34 F 0.0 4.4 Pe 0.00 35 15.00 50.1 2.157 T 10.0 0.0213 Pf 0.21 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 89 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 35 35 15.00 36 15.00 2" 50.1 2.157 L 6.0 120 Pt 46.72 F 0.0 4.4 Pe 0.00 T 6.0 0.0213 Pf 0.13 36 36 15.00 37 16.00 2" 2E L 16.0 120 Pt 46.85 F 12.3 4.4 Pe -0.43 50.1 2.157 12.3 T 28.3 0.0213 Pf 0.60 37 16.00 2" L 10.0 120 Pt 47.02 37 F 0.0 4.4 Pe 0.00 38 16.00 50.1 2.157 T 10.0 0.0213 Pf 0.21 38 16.00 2" L 9.0 120 Pt 47.23 38 F 0.0 4.4 Pe 0.00 39 16.00 50.1 2.157 T 9.0 0.0213 Pf 0.19 39 16.00 2" L 5.0 120 Pt 47.42 39 F 0.0 4.4 Pe 0.00 40 16.00 50.1 2.157 T 5.0 0.0213 Pf 0.11 40 40 16.00 41 15.50 2" 1T 1E L 2.0 120 Pt 47.53 F 18.5 4.4 Pe 0.22 50.1 2.157 18.5 T 20.5 0.0213 Pf 0.44 41 15.50 4" L 8.5 120 Pt 48.18 41 F 0.0 4.4 Pe 0.00 48 15.50 193.3 4.260 T 8.5 0.0094 Pf 0.08 50 17.50 4" L 10.5 120 Pt 45.52 42 F 0.0 18.0 Pe 0.00 43 17.50 -798.7 4.260 T 10.5 0.1297 Pf -1.36 43 43 17.50 44 16.00 2" 3T 2T L 58.0 120 Pt 44.16 CM 2 F 61.5 4.3 Pe 0.65 48.5 2.157 61.5 T 119.5 0.0200 Pf 2.39 44 16.00 2" L 10.0 120 Pt 47.19 44 F 0.0 4.3 Pe 0.00 45 16.00 48.5 2.157 T 10.0 0.0200 Pf 0.20 45 16.00 2" L 9.0 120 Pt 47.39 45 F 0.0 4.3 Pe 0.00 46 16.00 48.5 2.157 T 9.0 0.0200 Pf 0.18 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 90 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 46 46 16.00 47 16.00 2" 48.5 2.157 L 3.0 120 Pt 47.57 F 0.0 4.3 Pe 0.00 T 3.0 0.0200 Pf 0.06 47 47 16.00 48 15.50 2" 1T 1E L 2.0 120 Pt 47.63 F 18.5 4.3 Pe 0.22 48.5 2.157 18.5 T 20.5 0.0200 Pf 0.41 48 15.50 4" L 11.5 120 Pt 48.26 48 F 0.0 5.4 Pe 0.00 51 15.50 241.8 4.260 T 11.5 0.0142 Pf 0.16 53 17.50 4" L 7.5 120 Pt 46.41 49 F 0.0 17.1 Pe 0.00 50 17.50 -761.2 4.260 T 7.5 0.1186 Pf -0.89 50 50 17.50 51 15.50 2" 5E 4T L 84.0 120 Pt 45.52 F 80.0 3.3 Pe 0.87 37.5 2.157 80.0 T 164.0 0.0124 Pf 2.04 51 15.50 4" L 9.5 120 Pt 48.42 51 F 0.0 6.3 Pe 0.00 54 15.50 279.3 4.260 T 9.5 0.0186 Pf 0.18 56 17.50 4" L 6.0 120 Pt 47.06 52 F 0.0 16.3 Pe 0.00 53 17.50 -725.5 4.260 T 6.0 0.1085 Pf -0.65 53 53 17.50 54 15.50 2" 2T 2E L 80.0 120 Pt 46.41 F 36.9 3.1 Pe 0.87 35.7 2.157 36.9 T 116.9 0.0114 Pf 1.33 54 15.50 4" L 6.0 120 Pt 48.60 54 F 0.0 7.1 Pe 0.00 57 15.50 315.0 4.260 T 6.0 0.0232 Pf 0.14 61 17.50 4" L 10.0 120 Pt 48.08 55 F 0.0 15.8 Pe 0.00 56 17.50 -702.0 4.260 T 10.0 0.1021 Pf -1.02 56 56 17.50 57 15.50 2" 4T 4E L 82.0 120 Pt 47.06 F 73.8 2.1 Pe 0.87 23.5 2.157 73.8 T 155.8 0.0052 Pf 0.82 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 91 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 57 57 15.50 62 15.50 4" 338.5 4.260 L 12.0 120 Pt 48.74 F 0.0 7.6 Pe 0.00 T 12.0 0.0265 Pf 0.32 64 17.50 4" L 4.0 120 Pt 49.18 58 F 0.0 15.6 Pe 0.00 59 17.50 -693.9 4.260 T 4.0 0.1000 Pf -0.40 59 17.50 4" L 3.0 120 Pt 48.78 59 F 0.0 15.6 Pe 0.00 60 17.50 -693.9 4.260 T 3.0 0.1000 Pf -0.30 60 17.50 4" L 4.0 120 Pt 48.48 60 F 0.0 15.6 Pe 0.00 61 17.50 -693.9 4.260 T 4.0 0.1000 Pf -0.40 61 61 17.50 62 15.50 2" 4T 4E L 82.0 120 Pt 48.08 F 73.8 0.7 Pe 0.87 8.1 2.157 73.8 T 155.8 0.0007 Pf 0.11 62 15.50 4" L 9.0 120 Pt 49.06 62 F 0.0 7.8 Pe 0.00 65 15.50 346.5 4.260 T 9.0 0.0277 Pf 0.25 67 16.00 4" 2VE L 16.0 120 Pt 53.44 63 F 17.9 16.2 Pe -0.65 64 17.50 -717.8 4.260 17.9 T 33.9 0.1064 Pf -3.61 64 64 17.50 65 15.50 2" 3T 3E L 82.0 120 Pt 49.18 F 55.4 2.1 Pe 0.87 -23.8 2.157 55.4 T 137.4 0.0054 Pf -0.74 65 15.50 4" L 11.0 120 Pt 49.31 65 F 0.0 7.3 Pe 0.00 68 15.50 322.7 4.260 T 11.0 0.0242 Pf 0.27 71 16.00 4" L 6.0 120 Pt 54.17 66 F 0.0 17.4 Pe 0.00 67 16.00 -774.2 4.260 T 6.0 0.1224 Pf -0.73 67 67 16.00 68 15.50 2" 4T 4E L 80.0 120 Pt 53.44 F 73.8 5.0 Pe 0.22 -56.5 2.157 73.8 T 153.8 0.0265 Pf -4.08 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 92 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 68 68 15.50 72 15.50 4" 266.2 4.260 L 8.0 120 Pt 49.57 F 0.0 6.0 Pe 0.00 T 8.0 0.0170 Pf 0.14 69 16.00 4" L 6.0 120 Pt 55.74 69 F 0.0 21.7 Pe 0.00 70 16.00 -966.1 4.260 T 6.0 0.1844 Pf -1.11 70 16.00 4" L 2.5 120 Pt 54.63 70 F 0.0 21.7 Pe 0.00 71 16.00 -966.1 4.260 T 2.5 0.1844 Pf -0.46 71 16.00 3" 2T 2E L 78.0 120 Pt 54.17 71 F 59.1 7.4 Pe 0.22 72 15.50 -191.9 3.260 59.1 T 137.1 0.0341 Pf -4.68 72 15.50 4" L 6.0 120 Pt 49.71 72 F 0.0 1.7 Pe 0.00 73 15.50 74.3 4.260 T 6.0 0.0016 Pf 0.01 73 73 15.50 69 16.00 2" 6E 2T L 80.0 120 Pt 49.72 F 61.5 6.5 Pe -0.22 74.3 2.157 61.5 T 141.5 0.0441 Pf 6.24 69 16.00 4" L 3.5 120 Pt 55.74 75 F 0.0 23.4 Pe 0.00 76 16.00 1040.4 4.260 T 3.5 0.2115 Pf 0.74 76 16.00 4" 1VT L 23.0 120 Pt 56.48 76 F 21.1 23.4 Pe 0.00 77 16.00 1040.4 4.260 21.1 T 44.1 0.2115 Pf 9.33 77 16.00 6" 8VE L 145.0 120 Pt 65.81 77 F 100.6 10.5 Pe 6.93 78 0.00 1040.4 6.357 100.6 T 245.6 0.0301 Pf 7.39 78 0.00 6" 1B26 2T L 12.0 120 Pt 80.13 Top of Riser 78 F 75.4 10.5 Pe 8.23 1B26 = 5.10# 79 -19.00 1040.4 6.357 75.4 T 87.4 0.0301 Pf 7.74 79 -19.00 6" 2UT1 1GV L 150.0 140 Pt 96.09 79 4UE F 77.5 12.3 Pe 0.00 80 0.00 1040.4 5.890 77.5 T 227.5 0.0328 Pf 7.47 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 93 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 80 0.00 6" L 0.0 140 Pt 103.56 80 500.0 F 0.0 18.1 Pe 0.00 81 0.00 1540.4 5.890 T 0.0 0.0678 Pf 0.00 Supply 140 14.00 11.20 32.0 1" 1T 1FH4 L 0.5 120 Pt 8.16 140 F 29.0 11.9 Pe -0.43 144 15.00 32.0 1.049 29.0 T 29.5 0.3104 Pf 9.16 DR1:K=7.79 141 16.50 11.20 32.0 1" 1T 1FH4 L 4.0 120 Pt 8.16 141 F 29.0 11.9 Pe -0.43 169 17.50 32.0 1.049 29.0 T 33.0 0.3104 Pf 10.24 DR2:K=7.55 142 17.00 11.20 29.6 1" 1T 1FH4 L 0.5 120 Pt 7.00 142 F 29.0 11.0 Pe -0.22 151 17.50 29.6 1.049 29.0 T 29.5 0.2693 Pf 7.94 DR3:K=7.71 144 144 15.00 7.79 [32.0] 2" 145 15.00 32.0 2.157 L 10.0 120 Pt 16.88 DR1 F 0.0 2.8 Pe 0.00 T 10.0 0.0093 Pf 0.09 145 15.00 7.79 [32.1] 2" L 2.0 120 Pt 16.97 DR1 145 F 0.0 5.6 Pe 0.00 146 15.00 64.1 2.157 T 2.0 0.0335 Pf 0.07 146 15.00 7.79 [32.1] 2" 2E L 10.0 120 Pt 17.04 DR1 146 F 12.3 8.4 Pe -1.08 147 17.50 96.2 2.157 12.3 T 22.3 0.0711 Pf 1.59 147 147 17.50 7.79 [32.6] 2" 148 17.50 128.9 2.157 L 15.0 120 Pt 17.54 DR1 F 0.0 11.3 Pe 0.00 T 15.0 0.1220 Pf 1.83 148 17.50 7.79 [34.3] 2" L 7.0 120 Pt 19.37 DR1 148 F 0.0 14.3 Pe 0.00 149 17.50 163.1 2.157 T 7.0 0.1888 Pf 1.32 149 17.50 7.79 [35.4] 2" 1T L 7.0 120 Pt 20.70 DR1 149 F 12.3 17.4 Pe 0.00 179 17.50 198.6 2.157 12.3 T 19.3 0.2716 Pf 5.24 BL7:K=39.00 151 17.50 7.71 [31.5] 2" L 5.5 120 Pt 16.64 DR3 151 F 0.0 2.8 Pe 0.00 152 17.50 31.5 2.157 T 5.5 0.0090 Pf 0.05 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 94 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 152 152 17.50 7.71 [31.5] 2" 153 17.50 63.0 2.157 L 6.0 120 Pt 16.69 DR3 F 0.0 5.5 Pe 0.00 T 6.0 0.0325 Pf 0.19 153 153 17.50 7.79 [32.0] 2" 154 17.50 95.0 2.157 L 8.0 120 Pt 16.88 DR1 F 0.0 8.3 Pe 0.00 T 8.0 0.0694 Pf 0.56 154 17.50 7.79 [32.5] 2" L 6.0 120 Pt 17.44 DR1 154 F 0.0 11.2 Pe 0.00 155 17.50 127.5 2.157 T 6.0 0.1197 Pf 0.72 155 155 17.50 7.79 [33.2] 2" 156 17.50 160.7 2.157 L 10.0 120 Pt 18.16 DR1 F 0.0 14.1 Pe 0.00 T 10.0 0.1836 Pf 1.84 156 17.50 7.79 [34.8] 2" L 8.0 120 Pt 19.99 DR1 156 F 0.0 17.2 Pe 0.00 157 17.50 195.5 2.157 T 8.0 0.2639 Pf 2.11 157 17.50 7.79 [36.6] 2" 1T L 7.0 120 Pt 22.10 DR1 157 F 12.3 20.4 Pe 0.00 180 17.50 232.1 2.157 12.3 T 19.3 0.3626 Pf 7.00 BL8:K=43.02 159 17.50 7.71 [31.5] 2" L 6.0 120 Pt 16.64 DR3 159 F 0.0 2.8 Pe 0.00 160 17.50 31.5 2.157 T 6.0 0.0090 Pf 0.05 160 17.50 7.71 [31.5] 2" L 6.0 120 Pt 16.69 DR3 160 F 0.0 5.5 Pe 0.00 161 17.50 63.0 2.157 T 6.0 0.0325 Pf 0.19 161 17.50 7.79 [32.0] 2" L 8.0 120 Pt 16.89 DR1 161 F 0.0 8.3 Pe 0.00 162 17.50 95.0 2.157 T 8.0 0.0694 Pf 0.56 162 162 17.50 7.79 [32.5] 2" 163 17.50 127.5 2.157 L 4.0 120 Pt 17.44 DR1 F 0.0 11.2 Pe 0.00 T 4.0 0.1197 Pf 0.48 163 163 17.50 7.79 [33.0] 2" 164 17.50 160.5 2.157 L 15.0 120 Pt 17.92 DR1 F 0.0 14.1 Pe 0.00 T 15.0 0.1832 Pf 2.75 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 95 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 164 17.50 7.79 [35.4] 2" L 8.0 120 Pt 20.67 DR1 164 F 0.0 17.2 Pe 0.00 165 17.50 195.9 2.157 T 8.0 0.2649 Pf 2.12 165 17.50 7.79 [37.2] 2" 1T L 6.0 120 Pt 22.79 DR1 165 F 12.3 20.5 Pe 0.00 181 17.50 233.1 2.157 12.3 T 18.3 0.3653 Pf 6.69 BL9:K=42.94 167 17.50 7.71 [32.5] 2" L 8.0 120 Pt 17.76 DR3 167 F 0.0 2.9 Pe 0.00 168 17.50 32.5 2.157 T 8.0 0.0095 Pf 0.08 168 168 17.50 7.79 [32.9] 2" 169 17.50 65.4 2.157 L 4.0 120 Pt 17.84 DR1 F 0.0 5.7 Pe 0.00 T 4.0 0.0348 Pf 0.14 169 169 17.50 7.55 [32.0] 2" 170 17.50 97.4 2.157 L 4.0 120 Pt 17.98 DR2 F 0.0 8.6 Pe 0.00 T 4.0 0.0727 Pf 0.29 170 17.50 7.55 [32.3] 2" L 2.0 120 Pt 18.27 DR2 170 F 0.0 11.4 Pe 0.00 171 17.50 129.7 2.157 T 2.0 0.1235 Pf 0.25 171 17.50 7.55 [32.5] 2" 1T L 4.0 120 Pt 18.51 DR2 171 F 12.3 14.2 Pe 0.00 182 17.50 162.2 2.157 12.3 T 16.3 0.1867 Pf 3.04 BL10:K=34.94 173 17.50 7.79 [32.0] 2" L 6.5 120 Pt 16.88 DR1 173 F 0.0 2.8 Pe 0.00 174 17.50 32.0 2.157 T 6.5 0.0093 Pf 0.06 174 17.50 7.79 [32.1] 2" L 8.5 120 Pt 16.94 DR1 174 F 0.0 5.6 Pe 0.00 175 17.50 64.1 2.157 T 8.5 0.0335 Pf 0.28 175 17.50 7.79 [32.3] 2" L 9.5 120 Pt 17.22 DR1 175 F 0.0 8.5 Pe 0.00 176 17.50 96.4 2.157 T 9.5 0.0713 Pf 0.68 176 17.50 7.79 [33.0] 2" 1E L 9.5 120 Pt 17.90 DR1 176 F 6.2 11.4 Pe 0.00 177 17.50 129.3 2.157 6.2 T 15.7 0.1229 Pf 1.93 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 96 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 177 17.50 7.79 [34.7] 2" lE 1T L 30.0 120 Pt 19.83 DR1 177 F 18.5 14.4 Pe 0.00 183 17.50 164.0 2.157 18.5 T 48.5 0.1907 Pf 9.25 BL11:K=30.41 179 179 17.50 39.00 [210.0] 4" 180 17.50 210.0 4.260 L 9.5 120 Pt 29.00 BL7 F 0.0 4.7 Pe 0.00 T 9.5 0.0110 Pf 0.10 180 17.50 43.02 [232.1] 4" L 9.0 120 Pt 29.10 BL8 180 F 0.0 10.0 Pe 0.00 181 17.50 442.1 4.260 T 9.0 0.0434 Pf 0.39 181 181 17.50 42.94 [233.2] 4" 182 17.50 675.3 4.260 L 16.0 120 Pt 29.49 BL9 F 0.0 15.2 Pe 0.00 T 16.0 0.0951 Pf 1.52 182 17.50 34.94 [194.6] 4" L 3.0 120 Pt 31.02 BL10 182 F 0.0 19.6 Pe 0.00 183 17.50 869.9 4.260 T 3.0 0.1518 Pf 0.46 183 183 17.50 30.41 [170.6] 4" 43 17.50 1040.5 4.260 L 60.0 120 Pt 31.47 BL11 F 0.0 23.4 Pe 0.00 T 60.0 0.2115 Pf 12.69 08/08/2013 13:30 4254818695 FAX TRANSMITTAL CROWN FIRE Fax No. CROWN FIRE PROTECTION, INC. C'oml an% MEM 8.8.13 Fire Prevention Bureau Tukwila Fire Department / Al Demo Permit Number 01' Pages (Including (.over) 0 Urgent RI For Review 0 Please Comment © Please Reply PAGE 02/02 206575.4439 From Cristie °gland. P1:425.481.7669 FX:425.481.8695 Comment Please provide a demo permit to remove (2) flare sprinkler lines for the Container Store at 2437 Southcenter Mall. The building permit # is D13-224. Please let me know if you have any questions or need any additional information. Tlar& T UKWILA FIRE DEPARTMENT Please cal! 206-575-4407 and give this Fire Permit No. S- /95 and exact address for shut- down hutdown or restoration approval. P.O. BOX 12113 MILL CREEK, WA 98082 PH: 425.481.7669 FX: 425.481,8695 //Net ZFh' TH N INF FIRS ALARM SYSTEM ADDITION TUKWILA, WASHINGTON SHEET \U v3E� SHEET TITLE FA -01 SYST_ V I\FOIV ATO \ & S \GLE LI\ AG A v FA -02 TYPICAL WRI\G A\3 IVOU\T \G DIAGAV S' & CALC U LATI O \ S FA -03 FRE ALA V SYSTE v PLA\ SHEET INDEX Q UANTITY 1 2 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT BPS REMOTE BOOSTER POWER SUPPLY PAD -3 SIEMENS PAD-3-ENCL 66" A.F.F. TO TOP SMOKE DETECTOR HFP-11 W/ (PHOTO -ADDRESSABLE) DB -11 BASE SIEMENS 4S DEEP W/ 1G RING CEILING 15 ® DUCT DETECTOR D 15 16 17 1 AD2-XHR W/ HFP-11 DET. SIEMENS DUCT HOUSING VERIFY IN FIELD TSM DUCT DETECTOR TEST SWITCH TSM -1 SIEMENS 1 -GANG BOX VERIFY IN FIELD HT -R INTERFACE MODULE WITH RELAY HTRI-R SIEMENS 4S DEEP BOX VERIFY IN FIELD FIRE ALARM N I C` T Q e -e- 5 (CEILING MOUNT) FIRE ALARM STROBE (CEILING MOUNT) SEF -MC -CW SIEMENS 4S DEEP W/ CEILING 1-1/2" EXTN ZR -MC -CW SIEMENS 4S DEEP BOX CEILING JUNCTION BOX ( 8" X 8" x 4" ) F.B.O. F.B.O. N /A VERIFY IN FIELD O JUNCTION BOX ( 4S DEEP TYPE ) F.B.O. F.B.O. N/A VERIFY IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N/A N /A N/A EX EXISTING DEVICE 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 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 SYMBOLS L EGEND WISE SCHEDULE A\D CO\DUIT FILL CHAT WIRE DESIGNATION SYMBOL DESCRIPTI❑N NUMBER ❑F CONDUCTORS SIZE TYPE COLOR CODE C STROBE SYNC TWISTED PAIR WITH SHIELD #14 FPL/FPLR RED (JACKET) D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #14 FPL/FPLR RED (JACKET) S' STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #14 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) V' SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) CONDUIT HILL CHAT NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 0.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 0.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 1-1/8" .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 FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. \0 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 SIEv1ENS 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 IDENTIFICATIO\ 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 REFERE\CE 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 VOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" 3ELOW 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 FROv1 THE EV1ERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT 3E INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURI\G CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEA\ED OR REPLACED I\ ACCORDANCE WITH \FPA 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 DE3RIS 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. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., vETALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOM vIENDED 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 These pi;:. Pre st4 1.. a` A. th re., Tukwila Fire %:,.1i flt city and ,,,,c,i7-itions of adopted for the •�le da i.gner. t awings after -.., : ; t require a approval. 'NOTICE 4 completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the inspector prior to comm;^ nc^r9 t ofAcce..pta rice Test -Q. -03f any Fire .Alarm and Detection Systems. Failure of test w :ll 1 4s.l �iL in a Re -inspection Fee and termination of the testing Voice 2 x c. tnessc5t ill Gil 4.-e45- ¥ r o N., it by..ect e- 1,00,41 le. rt, Its wlo dleoli k61 test an i inspection by P5 twc-1 b>r41w- . _ Tr1e : Ui; _ .. t ,:,,)r; Bur 3U. ESCALATOR 0 V/0 YO UO WJ u c0J 120121 124161 1 0 NNW 1 21111 0 0 0 0 0 e CAVE STOP 126161 121151 0- 0 v 17 121151 O 121201 O ELEC 0 2 tat J ✓) 0 00 121301 121251 0 0 I IFC1 0 1FC101 0 \1 0 0 1iF! C151i r_ ✓ THAI 1 I GO 0' 0 0 0 0 IJ 0 0 U 121551 e 114301 SPENCER LIFTS 121601 0 121701 122061 ij S.HA 6101141 U z w 0 121751 122051 c 0 0 OR a 1- a :N 0 0 \\� RETAIL RETAIL '\ ;;-H \ ITTO' 0 I SARKU '! 1 FC4 FC31 / 1I FC5 11 0 BAYOU GRIM 1FC5 CAFE PHO - \ ROOF -TER-• E ROOF / FC61/ SU8'WAY 0 HERRAC-E TERRACE THE CONTAINER STORE #633 TUKWILA FIRE DFPARTr4ENT Please call 2c ;-.5s vs -z?! 07 zi d give this Fir e!m't I `D d �3nkj� ie a and exact adckr.Iss for shut- down or restoration approvals KEY PLAN FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC INTERFACE. NEW SIEMENS PAD -3 BOOSTER POWER SUPPLY. AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 11 OVAC BRANCH CIRCUIT. DUCT DETECTOR, RELAY MODULE FOR FAN SHUTDOWN - LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. PROVIDE TEST SWITCH MODULE FOR EACH DUCT DETECTOR - INSTALL OUTSIDE THE SOUTH WALL OF ELECTRIC ROOM 112, SEE FIRE ALARM PLAN ON SHEET FA -03. FOR WIRING DETAIL SEE SHEETS FA -01 SINGLE LINE DIAGRAM & FA -02 TYPICAL WIRING DETAILS. EX (LOCATED AT HALLWAY BY ELECTRICAL ROOM) FSD FSD RTU -5 DUCT DETECTOR, RELAY MODULE FOR DAMPER SHUTDOWN - LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. PROVIDE TEST SWITCH MODULE FOR EACH DUCT DETECTOR - INSTALL OUTSIDE THE SOUTH WALL OF ELECTRIC ROOM 112, SEE FIRE ALARM PLAN ON SHEET FA -03. FOR WIRING DETAIL SEE SHEETS FA -01 SINGLE LINE DIAGRAM & FA -02 TYPICAL WIRINGDETAILS. 1 FIELD LOCATE TENANT JUNCTION BOX. RTU -6 FSD FSD RTU -3 v v a FSD FSD FSD FSD \4/ \4/ \ty FSD RTU -2 \;/\/ RTU -1 s,v,v s, v,v EOL titititi 3 � S4-1 S4-2 L 95cd 95cd S,V,V S,V,V S,V,V' y S,V,V S,V,V 7 S,V,V y S,V,V y S,V,V' S3-1 S3-2 S3-3 S3-4 S3-5 S3-6 S3-7 15cd 30cd 15cd 15cd 15cd 95cd 75cd S,V,V' 7 S,V,V 7 S,V,V 7 S,V,V S2-1 S2-2 S2-3 S2-4 S2-5 95cd 95cd 95cd 95cd 95cd S,V,V S,V,V 7 S,V,V 7 S,V,V' 120VAC, DEDICATED 1 ) (BY OTHERS) ( S1-1 S1-2 S1-3 S1-4 95cd 95cd 95cd 95cd EOL S1 EOL S2 EOL S3 SE9CA)r6D FLOOR OCT -8 2013 WIRE DESIGNATION GENERAL NOTES SINGLE LINE DIAGRAM UKVVILA FIRE do ' Z'., 41014 CO 0 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 1\ `L L /1V L/ 1 \L V 1 1 VI YV NO DATE DESCRIPTION REV. BY: DMG DESIGNED BY: D. SAGRELIUS DATE: 10/04/13 BACKROUND PLAN PROVIDED BY: t ICD SIIIkADCD. CZ7n-1 . SHOP DRAWINGS M 0 0 <<<<i‹ j li>:00 CO O7 F-Cn CC 0 Q Wz Z= Wc") Q QLIU I- =� CC og UL 0 'JUALL: NUI 10 SCALL DRAWN BY: D. GARCIA DESIGNED BY: D. SAGRELIUS DATE: 10/04/13 BACKROUND PLAN PROVIDED BY: t ICD SIIIkADCD. CZ7n-1 . SHEET FA -01 Proprietary and Confidential, Copyright 2013 by Guardian Security Systems, Inc. All Rights Reserved ,..,,,,,,„!„ -....,..,,,,,,,,,,.A..n.,,..:, .,...,--. --% 4'4 , ,.1,,,n,S,-., ' ` ' - `.....• -,, -'''' ...' ''',, ',.. ' - "::' : .' - ' ' '' '''':' ' ' ,,. :r12'4,1,-V4.5':r.--':' ,Z.. n''',U;;L:,2:-' '.--, .,',.. r- :„, ..i",^1 „ '.. DESIGNED BY: D. SAGRELIUS DATE: 10/04/13 • in o MI ILIDUD. C Z 7/1_ 1 I SHOP DRAWINGS Current Load: 10/04/13 Standby: Alarm: 44,174A4ft..i?-- ' -,,, „ ri !Z.:, ;,,''''' '-':, '''''''' „ ' _„. 4r:''''''''' . „ • Device Type Qty Amps Total Amps Total Qty HFP-11 2 0.0022 0.0022 0.0023 0.005 AD2-XHR 15 0.0635 0.0635 0.064 0.960 1 HTR -R 16 0.009600 0.0096 0.021 0.336 • 3 .. i • 0.069 , '0.20Ty. • • SEF -MC -CW @30CD 1 I 0.111 0.111 SEF4VIP,CW 75CD ,', ' •• •' : • -, i. 0.2• 0.0731 Amps 1.296 Amps ,..,,,,,,„!„ -....,..,,,,,,,,,,.A..n.,,..:, .,...,--. --% 4'4 , ,.1,,,n,S,-., ' ` ' - `.....• -,, -'''' ...' ''',, ',.. ' - "::' : .' - ' ' '' '''':' ' ' ,,. :r12'4,1,-V4.5':r.--':' ,Z.. n''',U;;L:,2:-' '.--, .,',.. r- :„, ..i",^1 „ '.. DESIGNED BY: D. SAGRELIUS DATE: 10/04/13 BACKROUND PLAN PROVIDED BY: in o MI ILIDUD. C Z 7/1_ 1 I SHOP DRAWINGS 10/04/13 Current .1.-',W,'!fte!!;`ei:'",, „- :''' .-'',,- .'''' 44,174A4ft..i?-- ' -,,, „ ri !Z.:, ;,,''''' '-':, '''''''' „ ' _„. 4r:''''''''' . „ • } • . Device Type Qty Amps Total Amps Total Main System Board 1 0.03 " 0.03 0.030 0.030 SEF -Q @ 5QD : '• •' • 3 .. i • 0.069 , '0.20Ty. • • SEF -MC -CW @30CD 1 I 0.111 0.111 SEF4VIP,CW 75CD ,', ' •• •' : • -, i. 0.2• 0,.200. SEF -MC -CW 95CD 7 0.264 1.848 ZR -MC -CW -:@15cp: T . ' . , :, 0.069 ' 0.069 ZR -MC -CW ©30CD 0.111 - : „• • • 0.03 Amps; '•, 2.465 Amps Standby Current Load:: 0.03 Amps • For 24 Hours = ' 0.720 Amp -hours„ Alarin CurretitLbad:,; •.: 2.465 Amps - • For.,5 Mintite '. 9.207 Amp -hours ,..-;•-• - . . . ,•r',:' : :•. ,•; • 25% Derating=: • 1.159 A ri,hou - '•-. Total System Current Load: 1.159 Amp -hours Ba--------" --"Nc",',: -- ----r ' -----4,..i::., - - , , 777 : 2,,, '- 10,01.-5.fiR;i:::Z:g;, , '.,, -....'. ,„.; ,.. Notification Appliance Circuit Detail PROJECT: •THE CONTAINER STORE Panel: PAD -3 POWER SUPPLY Date: October 7, 2013 Wire Resistance 2.58 CURRENT TOTAL= 2376.00 SEF -MC -CW @15cd 69 0 SEF -MG -CW : 030cd 111 0 SEF -MC -CW @75cd 4 SEF-mo-aIN @95cd - 264 1056 ; @i5cd 69 - - 7R -MC -CW -630cd „ • DEVICES '4 -• TOTALmA=, 1056: 14 200. OE 234 . 22.72 1056 TotalWire Resistance ( R ) :( VI/L* 2 )* (Rift) , 1.21 Totat Device Load, Amps (1) 1 (Tool pct, Load) :1.06 Voltage Drop ( E ) 24 : -22.72 EOL Voltage , (E= I * R) 1.28 - : SEF -MC -CW g3Oi :;:cu-- 111 • • 0 , , 69 '•- SEF• :SEF -MC -CW @l5cd - SEF -MC -CW @75cd @75Cd ; - 200i -6 5i: ,-:: EP-TMC:6111-:@§sc ii -,T 244 Y' ' 1320 iii-MC-CW4i5a i 69 0; • DEVICES • 5 • TOTAL mA= 1320 14 • 183 • 23.38 1320 Total Wire Resistance (R) , -• Tota:t Devic:eLoadiAmPS(1), Voltage Drop ( E ) • EOL Voltage--; :_ • • • * j* (Rift) 0.94 (Total' Cc _Load) ; .32 (E= I * R) 1.25 .' • 22 75 " • A 44t- SYSTEM CALCULATIONS Notification Appliance Circuit Detail PROJECT: THE CONTAINER STORE Panel: PAD -3 POWER SUPPLY Date: October 7, 2013 Wire Resistance 2.58 CURRENT TOTAL= 1379.00 3 • SEF -MC -CW @15cd • 69 207 SEF -MC -CW @75cd SEF -MC -CW @95cd,- ffi-MC-CW @.15cd Zi41C-CW-' @.30cd ; DEVICES 7 --'7"." 7•° , 7".","` 200 200; • ''2842--; • r• ••• ••••• • • 69; 111 0 • TOTAL mA=i 851 14 162 • 23.29 851 Total Wire Resistance ( R ) • ( * )* (R/ft) 0.84 Total Device Load Amps (1) (Total Cct Load) 0.85 Voltage Drop ( E ) • •(E= I * R) EOLVoltage , ' - - 0.71 SEF-MC-CWel5cd : 691 • SEF -MC -CW 200. ZR -MC -CW @15cd 69: 0 TIT DEVICES 2 TOTAL mA=: 528 14 89 • 23.93: 528 Total Wire Resistance (R) • . TotioOpOce1,-oa0Atilp*(1).'1'.:':.:..: . ., . Voltage Drop ( E ) .-::- :::i:-, ;":'-. '• -..- • .EOLY,olta-ge;.: ;---. .zi'', :: -: ' : ': f ' -,. ::-•'''' ': '.- ‘• ' .:'IS': - '' ' ''''' '': 0.46 cr.9 (E= I * R) fa -I C41...aa0) 0.53 • 0.24 24 - Notification Appliance Circuit Detail -VOICE PROJECT: THE CONTAINER STORE Panel: EXISTING SPEAKER CIRCUIT wire Resistance 2.58 Date: October 7, 2013 CURRENT TOTAL= 130.98 29 , SEF -MC @1/4 -WATT 3.54 • 102.66; • „ @1/21-WATTr- ' • • "•• • "". • SEF -MC @1 -WATT 14.14 o' • . SEF..1y1c.@2.-WAIT SEF @1/4 -WATT •• 3.54 •0! SEF.@1/2-.. ; 7. . 0 SEF @1 -WATT 14.14 0. SEF @2. -WATT . 20.29: DEVICES 33 • TOTAL' mA=' • 138.98 - 14 . 1723 22.84 130.98 Total Wire Resistance ( R ) ( WL * 2)* (Rift) 8.89 Total. Device Load, Amps (1) •••(Total Cct Load) Voltage Drop ( E ) (E= 1 * R) • 1.16 EOLVoitage,:.. •• 22.84 THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTAI I FD IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. DUCK OVER 3' WIDE: SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. TUBE OUTLET SAMPLING TUBE INLET SAMPLING AT LEAST SIX DUCT WIDTHS FROM BEND DUCT DETECTOR MOUNTING DETAIL 120VAC-6,112 DEDICATED ELIERC84CY( FROM EXISTING STROBE CIRCUIT S CABLE S' CABLE (-) HARD LID CEILING 3IIt� 070 N L 00 0 PAD -3 000 INPUT INPUT TROUBLE NAC1MC2 NAC3 NAC4 AUX + 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 3.6k E011Y 0 0 0 0 (+) (-) (+) SPEAKER SUPPORT TILE BRIDGE ,)2 NAC S4 '; NAC S3 L,1 NAC S2 NAC S1 POWER SUPPLY WIRING DETAIL 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSION CEILING MOUNTED SPEAKER/STROBE SPEAKER STROBE & STROBE CEILING MOUNTING DETAIL FROM REMOTE POWER SUPPLY FEED FROM EXISTING VOICE CIRCUIT (V CABLE) RETURN TO EXISTING VOICE CIRCUIT (V' CABLE) FROM PREVIOUS > (+) ADDRESSABLE > DEVICE (-) 0 rri PE (+) ) TSM -1 0 0 0 HTRI-R 7 s• 0 0 GROUND (-) (+) (-) TO FAN RTU FAN SHUTDOWN TO FSD SHUTDOWN >TO NEXT DEVICE OR STOP IF LAST DEVICE DUCT DETECTOR, TEST SWITCH & RELAY MODULE WIRING DETAIL 6.) STROBE SPEAKER (+)(-) (Th (+) ) STROBE (+) (-) STROBE SPEAKER (+) ((Thr-,) SPEAKER STROBES & STROBES ONLY WIRING DETAIL TYPICAL WIRING AND MOUNTING DETAILS TO NEXT DEVICE OR END OF LINE NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERqT1NG TEMPERANRE: +32' F (0' C) TO 100' F (3/1C) HUMIDITY: 0-93% RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR --N. • p FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN ( ) > DATA IN (+) > DEVICE IS USTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR /- DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW () (+) SMOKE DETECTOR WIRING DETAIL JUNCTION BOX MOUNTED ON CEILING FLEX -.@.4.:,-Xx,),.•;,',3Tz,<W0',,,,sW*.,'WA0-4.?;-- z' -•-,.. JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT iiT > TO NEXT ADDRESSABLE DEVICE 0 0 TO NEXT DEVICE 00 CADDY BAR SMOKE DETECTOR SUSPENDED ILLUMINATED CEILING SMOKE DETECTOR MOUNTING DETAIL Proprietary and Confidential, Copyright 2013 by Guardian Security Systems, Inc. All Rights Reserved CO 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 62844990 TEL. (206) 622-6545 1 • 1 \ V IVIVI [NO DATE DESCRIPTION REV. BY: DMG DESIGNED BY: D. SAGRELIUS DATE: 10/04/13 BACKROUND PLAN PROVIDED BY: in o MI ILIDUD. C Z 7/1_ 1 I SHOP DRAWINGS 10/04/13 <<<<< } F- Lll CD z z 0 0 'ALL: NO I IU SCALE ' DRAWN BY: D. GARCIA DESIGNED BY: D. SAGRELIUS DATE: 10/04/13 BACKROUND PLAN PROVIDED BY: in o MI ILIDUD. C Z 7/1_ 1 I 1- SHEET FA -02 • I�I { S2-4 95cd S,V,V-0 S2-3 95cd S,V,V S,V,V EOL S2 S2-5 95cd iu SALES 19,141 SF =�I S2-2 95cd RD- - - IHT-RII `o IL ----1 S3-6 95cd EOL S3 """ 0V S3-7 75cd S2-1 95cd El4DT HT-R I AM lEir I - S,V,V, S1-1 95cd o—S,V,V S,v,v a D,S,S',V,V ADJACENT TENANT 1 LANDLO D ELECTRI SAL ROOM 1%.© � a D,3S,S',V,V HT -R DN ®'WP I T / (3) UP V /\ I L _ a / - S,V.V'-8 JANITOR 109 S3-5 MEN 15cd a 110 HALLWAY 108 S3-4 WOMEN ti 0 107 i r I 112 ELECTRIC 0 ROOM D S3-1 15cd D 111 S,V,V' 103 SUPPLY 113 OCKERS-S' V RD .--I HT -R 1 I L — — S3-3 15cd 104 STORE MGR. 102 S3-2 30cd D 0 PA 1 L_ 6 1 fL BREAK ROOM 1 HT - 106 GENERAL MANAGER 02 (\ A3.00 105 POS D ( ROOF BELOW (7) IiL IliII D C HT -R o- S,V,V PD -11T-R 1- TSM TSM TSM TSM TSM TSM TSM TSM TSM TSM TSM TSM TSM TSM TSM LOCATION OF 15 TSM -1 TEST SWITCHES FOR 15 DUCT DETECTORS S4-1 95cd S4-2 95cd —t -10-r STOCK ROOM 2,360 SF n { MALL STORAGE 1 1 1 FIRE ALARM TERRACE SYSTEM PLAN FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC INTERFACE. NEW SIEMENS PAD -3 BOOSTER POWER SUPPLY. AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 11 OVAC BRANCH CIRCUIT. DUCT DETECTOR, RELAY MODULE FOR FAN SHUTDOWN - LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. PROVIDE TEST SWITCH MODULE FOR EACH DUCT DETECTOR - INSTALL OUTSIDE THE SOUTH WALL OF ELECTRIC ROOM 112, SEE FIRE ALARM PLAN ON SHEET FA -03. FOR WIRING DETAIL SEE SHEETS FA -01 SINGLE LINE DIAGRAM & FA -02 TYPICAL WIRING DETAILS. DUCT DETECTOR, RELAY MODULE FOR DAMPER 4> SHUTDOWN - LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. PROVIDE TEST SWITCH MODULE FOR EACH DUCT DETECTOR - INSTALL OUTSIDE THE SOUTH WALL OF ELECTRIC ROOM 112, SEE FIRE ALARM PLAN ON SHEET FA -03. FOR WIRING DETAIL SEE SHEETS FA -01 SINGLE LINE DIAGRAM & FA -02 TYPICAL WIRING DETAILS. FIELD LOCATE TENANT JUNCTION BOX. Proprietary and Confidential, Copyright 2013 by Guardian Security Systems, Inc. All Rights Reserved 00 0' 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 PPI FACE/P \/ICI(1NIC 1 \1-L... L.. .J I- 1 \L. V 1 V 1 V 1 V ../ NO DATE DESCRIPTION REV. BY: DMG DESIGNED BY: D. SAGRELIUS DATE: 10/04/1 3 BACKROUND PLAN PROVIDED BY: ICD All Ik1DCD. a 7 zn-1 SHOP DRAWINGS M 0 0 <<<<< } W ct _co •><",-c° rn (/) � (17)a0 W c>i) wz Z � _ �z wcp o O wo0 gCOCO I— W 'SCALE: 1 /8""=1 "U"" DRAWN BY: D. GARCIA DESIGNED BY: D. SAGRELIUS DATE: 10/04/1 3 BACKROUND PLAN PROVIDED BY: ICD All Ik1DCD. a 7 zn-1 SHEET FA -03 FILE COPY SHEET INDEX SHEET NUM3ER SHEET TITLE FIRE TUKWILA, WASHING ST FA -01 SYSTEM INFORMATION FA -02 TYPICAL DETAILS - WIRING AND MOUNTING FA -03 SYSTEM CALCULATIONS (GENERAL) FA -04 FIRE ALARM SYTEM FA -05 WESTFIELD SOUTHCENTER MALL SITE PLAN IN • L CW,a•1 Is Without Comments As Noted In Red Per The Attached Letter 1 nese plans have been reviewed ed by The Tukwila Fire Prevention Bureau for co,':foi-inance with current city 1i standards. Ac ebt ,r,& :: i;., ctt.li ;t to error t, and omissions cihicl t 00 not '=.i:ltho; i -,le violations of adopted . stancarc;s and ot•Jin, ,ices. 111E,, to::':nsil. - y for the adequacy of de :i II1 re'. '•r; ;:.iiy ,,ith the c!i::iwigner. 1 Additions, dol; ii,Ar.; oh :e drawings atter this date will void tiii•.3.0ccc ptanc : nd viill require a resubmittal of revised dr: v ir: :: ler subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. 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. R e.bR v01 -f c,s-c ot-t -, Coo c.S. -io gccoas,-t- cr-e4oc_cii Co( ✓e-t`d tis 3 • TUKWILA FIRE DEPARTMENT Please call: 575.4402. and give this job No..O-�'1��- -~- an:., A.lct address for shut. restoration a r)rm,a4: WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO 1414 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD 1412 FPL/FPLR RED (JACKET) 2V STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION :TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M BOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE 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 0.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 (LE. 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 TQCONDUCTOR 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 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. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (LE, MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 1 7 1 1 SYMBOL DESCRIPTION SYMBOLS LEGEND MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM EX CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP ® INTERFACE MODULE HTRI-R WITH RELAY SIEMENS 4S DEEP VERIFY IN FIELD T -D DUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD 1 HZM REMOTE CONVENTIONAL HZM ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD rB i LINEAR BEAM I _N SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD SMOKE DETECTOR ' HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING 10 ® DUCT SMOKE p DETECTOR 17 1 2 AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD ® HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -CW SIEMENS SET -MC -W SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM E. C FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. [L FIRE ALARM STROBE (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING FIRE ALARM STROBE (WALL MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. FIRE ALARM SPEAKER (CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. FIRE ALARM SPEAKER (WALL MOUNT) SET -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM B AWP FIRE ALARM STROBE (WEATHERPROOF) SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MR MULTI -VOLTAGE CONTROL RELAY MR -201/C AIR PRODUCTS 4S BOX VERIFY IN FIELD MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD (FA JB❑X FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD JUNCTI❑N BOX F.B.O. F.B.❑, N/A VERIFY IN FIELD 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 L 2 1 2008 aA 'Tukwila Fi e G)05, Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved RELEASE/REVISIONS" m UJ DESCRIPTION w CC C J I : 03 < co a) w cr Qp Cr Lr ~ W Wz L 1 wc=n 0 W ~ m mag N cc 1 J J J // J /SCALE: 1 /8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 4/07/08 BACKROUND PLAN PROVIDED BY: 10B NUMBER: SHEET FA -01 J THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. AIR DUCT 6-10 DUCT EQUIVALENT DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE Oo o END OF LINE DEVICE(3.6K 1/4W) SUPERVISED SWITCH rq- 0 0 I) GROUND HTRI-R STATUS LED DUCT DETECTOR LOCATION 0 N.0 1- 0 COM c0 0 N.C. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVIOUS ADDRESSABLE DEVICE TO NEXT ADDRESSABLEj- DEVICE L NOTE 1: VOLTAGE MAX. - CURRENT MAX. - CONT. RES. MAX. - MAX. CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX. LINE SIZE - MIN. LINE SIZE - MUSIC OUTLET SAMPLING TUBE INLET SAMPLING—\\ TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE:NONE L AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE �¢�-+� FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE () 0 RELAY CONTACTS (4.OA @ 125VAC) (4.OA @ :10VDC) 27 VDC 3.5 r1A DURING POLLING 10 OHMS 200 FT. 018 AWG) 0.02uF 0.04uF 14 AWG 18 AWG NOTE 2: ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT..LEAST. .25 SEC. TO GUARANTEE DETECTI❑N. Ictal TB1 as0ao0 123456 HCP TB2 65 ql� 4321 END OF LINE .A. • DEVICE (3.6K 1/4W) i SUPERVISED SWITCH GROUND 0 M 0 HTRI-D STATUS LED CO 0' h 0 0 NOT USED • FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE a DEVICE LOOP NOT USED REMOTE .�., DEVICE LOOP -6- XLS XLS CONTROL PANEL OR (+)).---_ PREVIOUS ADDRESSABLE DEVICE (-)> FROM REMOTE POWER SUPPLY C'S' CABLE) / END OF 1 ? LINE DEVICE FROM FRCP '.. c(3.6K 1/4W) :(VOICE CIRCUIT) C'V' CABLE) UPERVISED WITCH NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. -TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) - 0 GND N AC EJ TO El 0 PAD -3 0 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1-. 1 2+2-, 2 NC.,C NO + - + - + •- + - + - C•`] Ll L2 C�`] �` �` C�`7 L2 Ll Com`] ,W C�] C�`]IC�`] C�`] _w 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE 470 OHMS EOL TSM -1 0 0 0 1-- -3--4-5- 0 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL SCALE: NONE STROBE SPEAKER ( STROBE-) EARTH GROUND -3.(+)TO NEXT DEVICE OR >(-) STOP IF LAST DEVICE ( -) STROBE SPEAKER (+) (-0 SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY 0 E R O 4S DEEP BOX W/ 1 -1/2 - EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE: WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE ❑R END OF LINE NOTE: FOR ADDITIONAL SPE0FlCAIIONS SEE PRODUCT DOCUMENTATION. APER/�11N TEMPERA +32- F (0' C TO 100' F 3IJ' C) HUMIDITY: - X RELATIVE HUMIDITY. NON -CONDENSING HFP-11 SMOKE DETECTOR —� FROM PREVIOUS ADDRESSABLE DEUCE DR POWER SOURCE DATA IN (-) > DATA IN (+) > DEUCE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 fT IN WHEN USED IN CONJUNCTION IMTH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEUCE ( ) DATA OUT (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID CEILING HARD LID - SPEAKER SUPPORT TILE BRIDGE r m Lu fl',I 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION N. CEILING MOUNTED SPEAKER/STROBE 'DESCRIPTION- LLl C C C 000 0 0 oo J o°o o° CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTI❑N BOX MOUNTED ON \ CEILINGI FLEX \. JUNCTIDN BOX MOUNTED A 'AINST CEILING. SI)PPORT / / / / / / o) 2 ccZ w<O oC c -D 1.11 wz 2z= o CC w rn <� off_ 1 d' CV _ O i 1 TO NEXT DEVICE 0 0 CADDY BAR SMOKE. 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All IR' hts Reserved Ch • • • , . , ) ."4 ,!•;111 4.. co 111 DESCRIPTION uJ << << Cf) 1)3 (31 HHH (ALE: 1/8"1' DRAWN BY: l‘ANDERSON DESIGNED BY: RiVEZZANI DATE: 4/07/08 BACKROUND PLAN PROVIDED BY: NUMBER: SHEET FA -03 NORTH BORDERS WESTFIELD SOUTHCENTER MALL SCALE 1/32"=1' EOL -S EOL -S2 15 C 30 S,2V S,2V F S,2V C15 C75 C 15 C 15 C75 C75 C75 cm c15 Cm Cm EOL -S1 S,2V S,2V S,2V b S,2V S,2V S,2V S,2V S,2V © S,2V S,2V S,2V C 30 CM C 30 CM CM C 185 CM CM D,P D FA JB❑X RISER DIAGRAM 0 J VAV-1 I VAV-2 I VAV--3 I VAV-4 I VAVV--5 VAV-6 iiI D D D D J, lDD1D IQD o-D,I c3-13,1 o-D,I o D,I o--D,I c --D,I El 111 IEI Ell El El o- I - 1 c>--• 1 0- I a- I o- 1 SM R�4 I RK3 RT�2 RK1 D D D D 11,1-o D,I-c D,I-o D,1 -o El El El El I -o I -cD I -o I -c TSM ;TSM ;TSM TSM SYSTEM CALCULATIONS xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.00 Ampere*Hours BATTERY SIZING CALCULATION I Notification Appliance Circuit Detail PRT:OJECiWESTFIELD SOUTHCENTER MALL Panel:; BORDER SWire Resistance 3:24 Date: ;April 23, 2008 CURRENT TOTAL=;4264 CIRCUIT:1S1 i 1 i QTY Device Typ,e ;Alarm Current; Alarm Total ; Wire Size ; Wre Length Voltage at EOL l Circuit Total 0 iSET-MC @15CD 64 Oj f ;SET -MC @30 -CD 98:4901 SET -MC @75CD 1751 175i 1SET-MC@110CD 233; Of _ )SET71-1MC-C@115CD ;SET HMC-C@177CD ;SET HMC @135CD :SET -HMO @185CD 1Z-MC@15CD_ iZ-M_C@3OCD 0 SET-MCW@110CD DEVICES=.7 CIRCUIT' ,S2 ; QTY DeNce Type _Alarm Current- Alarm Total ; Wire Size ; Wire Length • Voltage at EOL , '.._.-' 'SET -M @ 117: 1171- _?.. C 15CD _...._, (. ... __.-...._�....._. __._. (....__._.._, _ ---._....._._._......_..._.' 1 ;SET -MC @30CD_ 180; 1801 __ 31.81 -_ 445, 318; 445' 111; 2001 264; TOTAL mA=r 4.451 0 Oi 0 16.947456 1 1110 Total Wire R•eststance (R) 3.11 f * 2 )- * (R/ft) .. iTotal Device Load, Amps(I) i 1.11; (Total Cct Load) ;Voltage Drop ( E ) i 3.45' (E I *R) 'EOL Voltage ; 16.95: CircuitTotal _ Total Wire Resistance (R) ! 2.59 • i (WL*2)*(R/ft) ;Total Device Load, Amps(I) ; 1.04; (Total Cct Load) Voltage Drop (E) 4 2.69, SET -MC @75CD . _ 297; _ 2971 0 _SET:MC @110CD _•• 233; _ Of 0 ;SET_HMP C@715CD 318 01 0 SET -HMC C 177CD 445? 0 0 !SET -HMC @135CD 318, 0; 1 ;SET -HMC @185CD 445; 445: 0 Z-MC@15CD 111' OJ _ ._ C_ _.... ...i �._..._.. Z-MC@30CD ....... 200: 0; I_... 0 SET-MC-CW@110CD 264j DEVICES=;4 TOTAL mA=; 10391 12 400 1 17.706912 (E =..I * R)_... •EOL Voltage (20.4 E -1 • • CIRCUIT: iS3 QN...-DeNceType....._ ;SET-MC@15CD 0__- _ SET -MC 030CD_ SE !1C @75CD jSET-MC @110CD _ ;SET-HMC-C@115CD SET-HMC-C@177CD ;SET -HMC @135CD iSET-HMC @185CD 1039 Alarm Current! Alarm Total 1 Wire Size i Wre Length ` Voltage at EOL :Circuit Total ; - t. 1171 117; 1 ;Total Wire Resistance (R, _ )..f_ 2.591 1801 01 (Wt;*2" *• i 2971 891, : :Total Device Load, Amps I 1.12; 233, 01Cct Load i._...____.___._..-_ 318; 01 ;._..... i... Votage rop-(E)..._ i_._.._ 2.90; 445' 01. _.._ 1 r (E= 1 * Rj 318j 01 r ;E ._..l ._. 3 EOL Voltage 17:501 445: 0; - - -i i i (20.4-E) I__ -MC@15CD 111 111, :Z-MC@30CD 2001 0 i 0 ;SET-MC-CW@110CD 264. Oi I DEVICES='S TOTAL mA=: 1119; 12 ( 400 CIRCUIT::S4• QTY i Deice Type Alarm Current; Alarm Total_ f WreSize I Wre Length 0 SET -MC @15CD 117 1 ;SET -MC @3OCD -- . _.._'SET_MC@75CD 2971 5941 1 0 SET-MC@I1OCD 2331 01 0 'SET-HMC-C@115CD 3181 Oi 0 ;SET -HMC C@177CD 4451 O - ...__ _(SET -HMC @135CD _ 31 & 01 ;SET -HMC @185CD 445; 0' 2 Z -E_41 _... _. ........ 111; 2221 i ,Z-MC@30CD 2001 01 0 1SET-MC-CW@110CD 264 Of DEVICES=;5 ' TOTAL mA a 996 12 400 ! 17.8183681 i _1 Notification Appliance Circuit Detail PROJECT. i WESTFIELD SOUTHCENTER MALL Panel: I BORDERS ,.._Wire Resistance 5:16 Date: i Apr1115, 2008 CURRENT TOTAL=134.2 01 .... -1 180; 180; Voltage at EOL 1119 Circuit Total -jTotal Wire Resistance ( R) I 1 ( WL *2 )* (R/ft) Total Device Load, Am_ps(I) (Total Cct Load) Voltage Drop ( E) , 1. (E= 1 * R) EOL Voltage (20.4 - E) 2.59: , CIRCUIT:, SPEAKER CIRCUIT ' QTY 1 De,rice Type 19 170.7V1/8 0 0 0 0 0 :Alarm Current Alarm Total 1 Wire Size 1.81. _._34.2: 01 0' 0!...._.. 0 0 0 Wire Length Voltage at EOL i Circuit Total t. DEVICES=119 1 ;Total Wire Resistance (R) ; .-12.381 t (WL*2)*(R/ft)-_...-_ )Total Device Load, Amps Or) 1 0.031 1 (Total Cot Load) ___... __.._...'_ Voltage Drop ( E) i_._. (E I*R)- ------ ,EOL Voltage 19.98 1 (20.4 - E) i 19.97646721 34.2 VOLTAGE DROP CALCULATION r 1743 IST AVE. SO:, SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS m w DESCRIPTION w d O Z C C C C C co o) 2 cc (/) W < O oC ca. -6 Lr 5 t.'11)(gfc) O < E COCC 0 N DRAWN BY: ;.ANDERSON 1; DESIGNED BY: R.VEZZANI DATE: 4/07/08 BACKROUND PLAN PROVIDED BY: Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 'QOB NUMBER: SHEET FA -04 BORDERS BORDERS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations FACP ADD ONS Current Load: Standby: Alarm: Current Load: Standby: Alarm: Device Type Qty Amps Total Amps Total Device Type Qty Amps Total Amps Total HFP-11 1 0.0022 0.0022 0.0023 0.002 Main System Board 1 0.03 0.03 0.030 0.030 AD2-P 10 0.0635 0.0635 0.064 0.640 SET -MC @15CD SET -MC @30CD SET -MC @75CD SET -MC @110CD SETTHMC-C 11.5.CD ..§E__H.M.C-C@1.235CD SET HMC-C@185CD 1Z14 -MC @15CD ZR-MC30CD @ HCP 3 0.064 0.192 HTR -R , HTRI-D 11 0.009600 0.0096 0.021 0.231 7 0.098 0.686 .. 1 0.001600 0.0016 0.0035 0.004 5 0.175 0.875 0.233 0.048 0.318 1 0.445 0.4450.0747 Amps 0.8745 Amps 3 0.064 0.192 0.098 Standby Current Load: 0.0747 Amps For 24 Hours = 1.793 Amp -hours 0.0015 0.03 Amps 2.42 Amps Alarm Current Load: 0.8745 Amps For 5 Minutes= 0.073 Amp -hours r Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours 25% Derating= 2.333 Amp -hours Alarm Current Load: 2.42 Amps For 5 Minutes= 0.203 Amp -hours Total System Current Load: 2.333 Amp -hours 25% Derating= 1.154 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Total System Current Load: 1.154 Amp -hours 1I2VDC Battery Pair to be Used: Amp -hours 7AH xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.00 Ampere*Hours BATTERY SIZING CALCULATION I Notification Appliance Circuit Detail PRT:OJECiWESTFIELD SOUTHCENTER MALL Panel:; BORDER SWire Resistance 3:24 Date: ;April 23, 2008 CURRENT TOTAL=;4264 CIRCUIT:1S1 i 1 i QTY Device Typ,e ;Alarm Current; Alarm Total ; Wire Size ; Wre Length Voltage at EOL l Circuit Total 0 iSET-MC @15CD 64 Oj f ;SET -MC @30 -CD 98:4901 SET -MC @75CD 1751 175i 1SET-MC@110CD 233; Of _ )SET71-1MC-C@115CD ;SET HMC-C@177CD ;SET HMC @135CD :SET -HMO @185CD 1Z-MC@15CD_ iZ-M_C@3OCD 0 SET-MCW@110CD DEVICES=.7 CIRCUIT' ,S2 ; QTY DeNce Type _Alarm Current- Alarm Total ; Wire Size ; Wire Length • Voltage at EOL , '.._.-' 'SET -M @ 117: 1171- _?.. C 15CD _...._, (. ... __.-...._�....._. __._. (....__._.._, _ ---._....._._._......_..._.' 1 ;SET -MC @30CD_ 180; 1801 __ 31.81 -_ 445, 318; 445' 111; 2001 264; TOTAL mA=r 4.451 0 Oi 0 16.947456 1 1110 Total Wire R•eststance (R) 3.11 f * 2 )- * (R/ft) .. iTotal Device Load, Amps(I) i 1.11; (Total Cct Load) ;Voltage Drop ( E ) i 3.45' (E I *R) 'EOL Voltage ; 16.95: CircuitTotal _ Total Wire Resistance (R) ! 2.59 • i (WL*2)*(R/ft) ;Total Device Load, Amps(I) ; 1.04; (Total Cct Load) Voltage Drop (E) 4 2.69, SET -MC @75CD . _ 297; _ 2971 0 _SET:MC @110CD _•• 233; _ Of 0 ;SET_HMP C@715CD 318 01 0 SET -HMC C 177CD 445? 0 0 !SET -HMC @135CD 318, 0; 1 ;SET -HMC @185CD 445; 445: 0 Z-MC@15CD 111' OJ _ ._ C_ _.... ...i �._..._.. Z-MC@30CD ....... 200: 0; I_... 0 SET-MC-CW@110CD 264j DEVICES=;4 TOTAL mA=; 10391 12 400 1 17.706912 (E =..I * R)_... •EOL Voltage (20.4 E -1 • • CIRCUIT: iS3 QN...-DeNceType....._ ;SET-MC@15CD 0__- _ SET -MC 030CD_ SE !1C @75CD jSET-MC @110CD _ ;SET-HMC-C@115CD SET-HMC-C@177CD ;SET -HMC @135CD iSET-HMC @185CD 1039 Alarm Current! Alarm Total 1 Wire Size i Wre Length ` Voltage at EOL :Circuit Total ; - t. 1171 117; 1 ;Total Wire Resistance (R, _ )..f_ 2.591 1801 01 (Wt;*2" *• i 2971 891, : :Total Device Load, Amps I 1.12; 233, 01Cct Load i._...____.___._..-_ 318; 01 ;._..... i... Votage rop-(E)..._ i_._.._ 2.90; 445' 01. _.._ 1 r (E= 1 * Rj 318j 01 r ;E ._..l ._. 3 EOL Voltage 17:501 445: 0; - - -i i i (20.4-E) I__ -MC@15CD 111 111, :Z-MC@30CD 2001 0 i 0 ;SET-MC-CW@110CD 264. Oi I DEVICES='S TOTAL mA=: 1119; 12 ( 400 CIRCUIT::S4• QTY i Deice Type Alarm Current; Alarm Total_ f WreSize I Wre Length 0 SET -MC @15CD 117 1 ;SET -MC @3OCD -- . _.._'SET_MC@75CD 2971 5941 1 0 SET-MC@I1OCD 2331 01 0 'SET-HMC-C@115CD 3181 Oi 0 ;SET -HMC C@177CD 4451 O - ...__ _(SET -HMC @135CD _ 31 & 01 ;SET -HMC @185CD 445; 0' 2 Z -E_41 _... _. ........ 111; 2221 i ,Z-MC@30CD 2001 01 0 1SET-MC-CW@110CD 264 Of DEVICES=;5 ' TOTAL mA a 996 12 400 ! 17.8183681 i _1 Notification Appliance Circuit Detail PROJECT. i WESTFIELD SOUTHCENTER MALL Panel: I BORDERS ,.._Wire Resistance 5:16 Date: i Apr1115, 2008 CURRENT TOTAL=134.2 01 .... -1 180; 180; Voltage at EOL 1119 Circuit Total -jTotal Wire Resistance ( R) I 1 ( WL *2 )* (R/ft) Total Device Load, Am_ps(I) (Total Cct Load) Voltage Drop ( E) , 1. (E= 1 * R) EOL Voltage (20.4 - E) 2.59: , CIRCUIT:, SPEAKER CIRCUIT ' QTY 1 De,rice Type 19 170.7V1/8 0 0 0 0 0 :Alarm Current Alarm Total 1 Wire Size 1.81. _._34.2: 01 0' 0!...._.. 0 0 0 Wire Length Voltage at EOL i Circuit Total t. DEVICES=119 1 ;Total Wire Resistance (R) ; .-12.381 t (WL*2)*(R/ft)-_...-_ )Total Device Load, Amps Or) 1 0.031 1 (Total Cot Load) ___... __.._...'_ Voltage Drop ( E) i_._. (E I*R)- ------ ,EOL Voltage 19.98 1 (20.4 - E) i 19.97646721 34.2 VOLTAGE DROP CALCULATION r 1743 IST AVE. SO:, SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS m w DESCRIPTION w d O Z C C C C C co o) 2 cc (/) W < O oC ca. -6 Lr 5 t.'11)(gfc) O < E COCC 0 N DRAWN BY: ;.ANDERSON 1; DESIGNED BY: R.VEZZANI DATE: 4/07/08 BACKROUND PLAN PROVIDED BY: Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 'QOB NUMBER: SHEET FA -04 GENERAL LEGEND —x- -D —4 O BOD BOB BOJ FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERLINE HYDRAULIC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC AFF CH R.C. Off' 4 E/C C/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT") THREAD/"FIT" (ALSO "FxT") ALL—THREAD ROD SITE LOCATION MAP 4.1i r, Fig. 65 Steel Reversible. "C" 'Type Beam Clamp with Lock Nut TOP BEAM CLAMP TOLCO FIG. 65 fSTRUCT BEAM N_RETAINER STRAPS TOLCO FIG 69R 3/4" ATR = 4" AND SMALLER PIPE RING HANGER BEAM CLOP TYPICAL HANGERS SEE 3 OF 3 FOR CONTINUATION +12'=0"' MAIN ® 17'-6' 17'-7") ( 16'-0" ) 20'-110" DK 100 SF MAX SPACING PER SPRINKLER FOR RETAIL AREA 10' X 10' SPRINKLER SPACING co T145 6" TO I TOP OF RISER IN WEST RISER RM 78 TO OF RISER L 79 BASE OF RISER ® LEVEL 1 LANDLORD ELECTR CAL ROO 11 11 - 11 ,1111 (0 w27 0-2 —6 �•� 45) —ROUTE BRA CHLIN_ E AROUND RM 107 1 1 VERIF 4 114-6 1-2 a Fj °- I • EXISTING 6" SUPLY NOTE: NO SPRINKLER PIPING TO RUN ABOVE ELECTRICAL OR IT EIQUIPMI " ARM—OVER NO. OF SPRINKEL DENSITY DESIGN AREA WATER FLOW RATE RESIDUAL PRESSURE @ BASE OF RISER !AL WA 2000 SF 1040.4 gpm 96.09 psi 10'-0"X 8'-0" = 80 sf x .40 = 32 gp !.:Iiin k=11,2 / 8.16 psi minimum end heau psi 8'-0"X 8'-0" = 64 sf x .40 = 7 psi min CN PIPING THIP AREA w27 —I 18'-9" BB ,/7 " N 0I CN I�'oo 0 1 1 N to N I4 ®4 1 ' 0 I ■ U w1 2 0 N 0I N SIUHt_ r UK. REMOTE L_ SPRINKLERS - PROJECT TOTALS QTY 00 R1027 RELIABLE MODEL G BRASS UPRIGHT STD RESP 17/32" K=8.2 286' 42 o R1314 RELAIBLE MODE F156 WHITE PENDENT 1/2" K=5.6 W/ WHITE ESCUTCHEON 155' 29 X VK536 VIKING STANDARD RESPONSE ELO RECESSED PENDENT WHITE POLYESTER W/ F-1 ESCUTCHEON K=11.2 286° 235 TOTALS: 306 PARTIAL TENANT SPRINKLER PLAN - SOUTH SCALE: 1/8" = 1'-0" 0 4' 8' ZQ 10/16/13 REVISIONS PER ARCH/ENGR REVIEW 01 9/26/13 REVISE PIPING / CALCS PER ARCH/ENGR REVIEW 16' ROOF BELOW SPRINKLER COVERAGE 0 BE PROVIDED UNDER DUCTS OVER 4 " WIDE GENERAL NOTES 24' SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 — 2013 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS SALES AREA CALCULATED .40 / 2000 SF, 100 SF MAXIMUM PER SPRINKLER STOCKROOM CALCULATED .30 / 2000 SF, 100 SF MAXIMUM PER SPRINKLER REMAINDER OF BUILDING ORDINARY HAZARD 130 SF PER SPRINKLER MAXIMUM FLOW TEST: 120 STATIC / 20 RESIDUAL FLOWING 8000 GPM SOURCE: TUKWILA WATER DEPARTMENT 4/24/2013 1"-2" THREADED PIPING TO BE 'SCHEDULE 40' 2"-3" GROOVED PIPING TO BE 'SCHEDULE 10' MALL STORAGE TERRACE NO. OF SPRINKELRS DENSITY DESIGN AREA WATER FLOW RATE RESIDUAL PRESSURE @ BASE OF RISER 9'-0"X101.0"=90sfx.30= 27 gpm min k=8.2 / 11.40 psi minimum end head psi FlexHead Sprinkler Drop Corrugated stainless steel hose with stainless steel braid available in 2', 3',4',5' & 6' legnths Multi -Port Bracket Adjustable Hub REMOTE AREA #3 30 .30 GP /SF. 2000 0 869.5 GPM 84.19 pSI FLEXHEAD 'Nous,AiLsq.4) Flexheadrommercial Ceiling Unit T -Bar Ceiling Installation Model #2024,2036,2048,2060,2072 LEGEND MT - 2" x 1" MECHANICAL TEE 0-1 NEW PIPING AND SPRINKLER ON FLEX -DROP NEW FLEX -HEAD FROM EXISTING 1" OUTLET l�E K=11.2 RECESSED PENDENT SPRINKLER 286° ® K=5.6 RECESSED PENDENT SPRINKLER 155° Q K=8.2 UPRIGHT SPRINKLER 286° C)) K=8.2 UPRIGHT SPRINKLER 286° ON 1" STUB -UN .z' IJ r.:hout. Comments C3 As Noted ;n Red Per The Attached Letter These plans hive been reviewed by The Tukwila Flre Prevention Bureau ft t:o:if°orn.!ancc with current City tuards. Accept.; r! is i„1b1e t to errors and -Jrnis SJons which no not a[!ttlorize violations of adopted itryndards and ordinances. The re.spor:slhility for the cdequacy of dezign ress totally with the designer. •:llc;tions, del eiior'.: or i•;s:visions to these drawings after date will void this E:cccpt;.nce and Quill require a esubmittai of revised drawings for suir,equent approval. ?!nal acceptance is subiect to field test and inspection by The Tui<wiia Fire Prevention Bureau. Cate: /p_ ), f - ( } By: J 1 ( •don. inc o ro„.j.. 4:artiowEEI r'.4 viriiiiii, s ,,, TUKWILA FIRE DEPART14 „` • " N. Sprink� '`• Please c,.112O5-575 07 a0tdh`°ugb cie "' e` give this Fire Permit No. and exact. address for sht t- dovVin or rel torrtbn approval. CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 The Container Store TENANT IMPROVEMENTS WESTFIELD MALL 633 SOUTHCENTER MAILL BLVD. TUKWILA, WA 98188 DATE: 8/2013 DRAWN: C.O. SCALE: NOTED 1 OF 2 Fig. 4A. - Longitudinal Brace Fig. 4A - Lateral Brace TOLCO #4A PIPE CLAMP FOR SWAY BRACING TOLCO #1000 'FAST CLAMP' SWAY SWAY BRACE ATTACHMENT Flg. 828 --1► Beam, truss or girder /2(:17; Shown With Fig. 986 SIDE VIEW "A" May pivot in any direction F 25 Surge. Restrainer Beam, truss or girder as F=== 1 May pivot In any direction . rr Shown with Fig. 986. +E— Fig, 828 TOLCO #828 STEEL JOISTS SWAY ATTACHMENT TOLCO #980 UNIVERSAL SWIVEL SWAY BRACE ATTACHEMENT SIDE VIEW "B" SEISMIC ATTACHMENTS NO. OF SPRINKELRS DENSITY DESIGN AREA WATER FLOW RATE RESIDUAL PRESSURE @ BASE OF RISER REMCTTE AREA #1 (MOST REMOTE) REMOTE AREA #1 26 .40 GPM/SF 2000 SF 1092.8 GPM 93.05 10'-0"X 10'-0" = 100 f x .40 = 40 gpm min k=11,2 / 12.76 psi m nimum end head psi REMOTE AREA #2 LATERAL BRACE #1 ZONE OF INFLUENCE 100 SF MAX SPACING PER SPRINKLER FOR RETAIL AREA II 10' X 10' SPRINKLER SPACING -MAI MIN tX1 lk 11411,141140., ''^. AlltlEPIVII reitilitts.. 0 .... ........r... . ...._ 'NplmJ X -MAIN j/.• i • +.1 2'-OCH. II MI MAIN ® 17'-6' • +12'-0"" • N II / H 5 k g N GG 2 0 SEE 2 OF 3 FOR CONTINUATION od. 00JI I 9 6 o a 20'-110" DK PARTIAL TENANT SPRINKLER PLAN - NORTH 1, SCALE: 1 /8" = 1'-0" (I 0 4' 8' 16' 24' 2Q 10/16/13 REVISIONS PER ARCH/ENGR REVIEW Q1 9/26/13 REVISE PIPING / CALCS PER ARCH/ENGR REVIEW t0• 4,, ADJACENT TENANT 1456" TO TOP OF RISER IN WEST RISER RM 78 TOP OF RISER L 79 BASE OF RISER 0 LE VEL 1 EXISTING 6" SUP 1 LY CROWN FIRE PROTECTION INCORPORA TED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 The Container Store TENANT IMPROVEMENTS WESTFIELD MALL 633 SOUTHCENTER MAILL BLVD. TUKWILA, WA 98188 DATE: 8/2013 DRAWN: C.O. SCALE: NOTED 2 OF 2 LJ L') • I -r =r7 4 7 r- 7 T: 2? .'r u 4 SOUTHCENTER MALL IT HON/1117LO T ' 951510 BORDERS BOOKS @ SECOND FLOOR -. '- �.��I I I (WI I i T' - .; r 11111,J� Ljr - _ , t ° , -I l TARGET SITE PLAN 0 50 100 150 200 250 SCALE 1 ° = 100' HANGER LEGEND SYM MANUFACTURER S.I.N. TYPE SPRINKLER LEGEND MODEL ) ' T""" I 1 L [17 - 1F ABBREVIATIONS SYMBOL LEGEND ..FF 10 FlNSHEA FLOOR • BORON M OF SEMI B 1 '?1O00 . ,TION OF DE OI .CRENA OF JOPT SOF BOTIUI OF TO WSS URLISI -! BOT i Ts C1 UVMUSS ri , 4 W OMER 111500 FACE OF WALL .110.4 DUI1OE FACE OF WAIL Nom. NO AUTO. SPRINGERS UNO 1 U10E5r NOTED 010E1M0E 11-- T TAL THIS SHEET BOD II CENTERLINE OF FIFE TO REFERENCED SThUCTURC IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4-. 5 ( EAR 1 HQUAKE SWAY BRACE LET TER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REF CRENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING 11 _II: COUPLING FLOW TEST DATA A f IC: 140 PSI 'DUAL: 20 PSI _L AV: 1 - ON GPM PROVICT !. L/Y %1'3FI ; LANS OF EXISTING SHF".'. GYSTEM. 0 Without Comments Fig A=) Noted in Red ❑ Per Ths Attached Letter i nese pians h:11 '3 b,i2r, (oviewed by The Tukwila. Fire Prevention Pum,:i) :tor co,•!iu!'ti1;!.nce with current city standards. >?c,..:2) ?f cie i; ...I{.'ri{ :t to errors and omissionl; 1,01?,.:11 ,1;.< IiC!t _iu!..iivrize viol,:,tions of adopted - stanaubrc)s i. wi 0?•,r:1-�<:,r,:....::a. In,. --,-;r1 . pcn!>i`)ilil..y for the adequacy or J<, i' i r'.-7:,,L:s toiL,iiy v'''iii-, 11-,0: c;: ;filer. Additions, :3' rI i, -ilii or ., .>/f`,iou`_ "G it io' e l'ir'awingS atter this date will \()id I.I1i'i.3ci:2.r)L:,nce`.{n(5 will requ:re a resubmittal of revised drawings tor subsequent approval. GENERAL. NOTES 1. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED ( III) WHICH ARE FLEXIBLE. 2. ALL STEEL PIPE TO BE AS FOLLOWS: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WtiwT OF WATm N.E CAPACm IRON -LW! 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOM), PLAIN END, POLISHED 2.053 0.044 11/4 SUPER -FTA 0.059 1.542 ROLL GROOVED, POLISHED, PLAIN END (POR BUTT WELDING) 1.817 0.097 1 1/2 SUPER -FAO 0.074 1.752 ROLL GROOVED, POLISHED, PLAIN ENO (FOR BUTT WELDING) 2.448 0.125 2 SUPER-FLO 0.074 2.227 ROLL GROOVED, POLISHED. PLAIN ENO (FOR BUTT WELDING) 3.458 0.202 21/2 SUPER-FLO 0.074 2.727 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 4,734 0.303 3 SUPER -FW 0.074 3.352 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 8.526 0.458 4 SUPER -FAO 0.074 4.352 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.300 1.144 6 •• 0.134 0.357 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 23.030 1.649 6 •• 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 •• WALL THICKNESS PER NFPA #13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL START AT THE EXISTING 4° MAIN OF THE WET PIPE ARE SPRINKLER SYSTEM AND ADD BRANCHUNES AND SPRINKLERS TO ACCOMMODATE THE NEW TENANT IMPROVEMENT. CLARIFICATIONS -- ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM 40° F. BY OTHERS, TO PREVENT FREEING. EXCLUSIONS -- ALARM WORK OR ELECTRICAL WIRING. - PROTECTION IN NON-COMBUSTIBLE VOID SPACE. - PATCHING OF FIREPROOFING FOR HANGER ATTACHMENTS. DESIGN CRITERIA --PER NFPA # 13 (2007 ED10N) AND THE CITY OF TUKWILA DESIGN DENSITY: 0.20 GPM / 1500 SO. FT: SYSTEM 1 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS TENANT SPACE 28,368 149 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .20 GPM/SQ. FT. OVER (500 5Q. FT. DEMAND AT BASE OF RISER. 482.69 GT 'b+ / T 115.68 751 (0 GPM INSIDE HOSE ALLOWANC.-=) DEMAND AT CITY CONNECTI-.54 732.69 GPM AT 17C.; +!'SI (253 GENT TOTAL HOSE ALLOWANCE) RISER EQUIPMENT LIST ITEM QTY. TUKWILA FIRE DEPARTMENT Please call: 575-440Z i and give this job -S-1/ Final acceptance is subject to field test and inspection by The Tukwila �Fire Prevention Burea u. Date: : O By: a aauwapa"ma�.rtm. .. ...... .... ... .. _. -b,.+.1Vr.W. e0,5Mevmta,a I'NO.1 DATE BY F(EZ/ISI NS 1 • • .:. FOR REVISICY No.,Q2 and exact address for shut. Lown or restoration approval. CONTRACT WIIH c SIZE DESCRIPTION MANUFACTURER MODEL # Weil st�ps must inspected before pipe is having. Do not pint piping prior r to hydrostatic test apr,%rovaL. I--IHJ CONSTRUCTION INC. ) 409 ALEXAN!Ei : AVENUE FIFE, WA 98/1:: °ROJECIMANAGEO BRYAN RYERSE PHONE : 253-9224160 i'AX : 253-922-7391 SUPERINTENDENT : PI ONE : FAX: 12 HEAD SPARE HEAD CABINET RELIABLE SPARE SPRINKLERS & WRENCHES MANUFACTURER TYPE MODEL,"„"",,, °�m uw,m• TYCO SSP EC -14 CHR 14 K 3/4° 155° 6 RELIABLE SSP FIFR CHR 1/2° 1/2' 165° 3 RELIABLE SSU F169 BRZ 1/2 1/2 155° 3 TYCO MODEL W -TYPE 22 1 RELIABLE MODEL D HEAD WRENCH 1 , Inc, A 0 /�a ' e ms°D SPT1P� trough Doed GEH11,.i1IL OF COMPETENCY STRAP KEY PI -AN A-4 rJ I D - 2008 z E 0 0 w 0 LLJ CC o 0 Tukwila Fire ../(12s -715-135-(t, SFr SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. N0. SMITHFS1360T Bur: (253) 928. 1880 FAX: ( 253) 926- 2350 BORDERS BOOKS T.I. SOUTHCENTER MALL 2437 SOUTHCENTER MALL TUKWILA, WA 98188 DESIGNER ISAAC H. DATE 4/2/2008 SHEET 1 OF 2 JOB NO. T)-8032 '��.w www..a111111.1 ��ww�..w..�ww�ino►i_�L�O__�IM.hh__�_—�h__�__ 1-11_____O-_�A , - --- FIRE/ALARM r�Ta��AT ; w4VC a-b-cmessz'as0e-res".'.. -A 109--- _HEL r-cr_i k., 110 ASH -OFFICE' 1 109 I ` . - 1 iMENEW .alvAV.ARKELMMava.-v0v4V-�.— ;j 9 1 1 i•PWG I/ !(5o�• 5 Otis wig' +o r S) 115 �¢ head cdt. F 0' DIFF 2' SWING 2 19 0,1277-0- I/17 C2 _— I 8-0 __ _. 5-5 )% �-0 7-0_= 1-9 1A O m 14-0 5-11 3-0 7-5 A' 73 .011 i � ' 1 SIT ✓ - f.L:a, a'c aaaca—A1 .aLibrA, :� a7a A wa,a' MISAM awa C.H. 15'-0' yo����� 2 2 z ► ► z .H. 19-6' 1-4 �\ 3 \ \ 3-0 las 90� 1� it 40006' 004W1e••74 oT4 1747404VWA-5 b'474‘7674:4A_466`Fk474 r �,� $ 11 •I I -i1.\ 2 , 3-8 0-7 1129SS T- 8.2 2- 11-2 3.10' 15-6 1'2.3 1' PLUG 1 mV,108.2 C..]5' -D' " 1 f 3soFsrr l i 11;4- 1 —I --- SCFFTT(R711'-1 - 6'1D 7'8 SOFFIT @ Y,1'-11' C.H- 14'-0' /'-/S0 ®1'1. / \off \ \ ‘ \ BOOK SALE'S a, { \ \ O\ ,� y •r(i /' / 2\ 1 H.102 12'-0: 2 '. 1 \ 2 2� 2 6-4 ,, / • � 15.6 / \ 2-5 , 7-7 ' 83 \\ //, /' /\ , "\ \ , © /, / \ \/ / .. .I W2744 \\\_ % , \ \I. / • / , m ,. ,/ \\ -: 9ES LIFE': , < �\ \ \ C.H- 12,0' /2\, \ 2\ 6-0 "�--i,' 11.0 {- \ { ' \ ORA, ,HIC4NOVE/LSI \ -y11 \ i..` \ \ / \. C.H. 12'-0' I� \ �`:• 3 10 ENTRY 100 OPEN TO BELOW ON 2 (2-1.5.1\ 2 I 123 , '\ MSS -, ISOFFIT Q.41- 1' 2 1 13-9 HYDRAULICALLY MOST DEMANDING AREA: SYS* 1 DENSITY: .20 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 482.89 GPM AT 116.88 PSI (INCWDING 0 GPM FOR INSIDE HOSE STREAMS) 3a-0' 61'-4' 32-0' 300• 2ND FLOOR BRANCHUNE LENGTH PER FLEOIROP LEGEND CEIUNG EXTENDED COVERAGESPRINKLEB TYP. FLEX DROP FOR EC -14K SSP NTS HANGER LEGEND SS SEE DETAIL ON THIS SHEET 2ND FLOOR BRANCHLINE-' LENGTH PER FLEmROP LEGEND 411 /1=I CEILING-- FIFR OR 04A SPRINKLER TYP. FLEX DROP FOR F1 FR OR G4A SSP SYM NTS TB SEE DETAIL ON THIS SHEET MANUFACTURER TYCO TY8237 TYPE EC SSP FLEX DROP LEGEND 3'-0' LONG FLEX DROP O 4'-0° LONG FLEX DROP CO 5'-0' LONG FLEX DROP DO 6'-0' LONG FLEX DROP SPRINKLER LEGEND MODEL EC -14 IIPOVW WHITE =1 WHITE OPAPOS WE 14K 1,411. QuAMITI 3/4' 155° 95 WA SEE DETIAL ON THIS SHEET 0 RELIABLE R3815 SSP FIFR WHITE =1 WHITE 1/2' 1/2 155° 32 RELIABLE 83625 SSU F1 FR BRZ 1/2' 1/2 200° 14 C.0 RELIABLE R5415 CONC PEND G4A RELIABLE 83635 HSW FIFP RELIABLE 83885 vsW F1 FR CHROME WHITE BRZ WHITE 1/2 1/2 185° =1 WHITE 1/2 1/T 165° 2 1/2' 1 /2' 155° TOTAL THIS SHEET 149 ABBREVIATIONS IFF ABOVE FINISHED FLOOR BM BOTTOM OF BEAM BOO BOTTOM OF DEO( BO! BOTTOM OF JOLT BDP BOTTOM OF Ft l)I BOT BOTTOM OF TRUSS CIS CUT TO SVR FO FEW CFCER FM INSDE FACE OF WNL OFOW OUTSIDE FACE OF WNL NAS NO AUTO. 5PRN08S 0NO UREBS NII® OTHERWISE BORDERS BOOKS T.I. 0 B 12 SCALE 3116•=1'-0' SYMBOL LEGEND CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICAI ES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY FITTER / LISTER NOTES 1. ALL BRANCHLINES TO BE 15-11' AFF 2. ALL BRANCHLINE HANGER TO BE' 38TB' U.N.O. 3. ALL STUB UPS ARE 1' (0-3) WI 1 x1/2" RC U.N.O. 4. ALL END OF BRANCHLINE HANGERS TO HAVE FIG. 25 SURGE RESTRAINER. 5. SEND THE FOLLOWING EXTRA MATERIAL : (25) HANGER WA', 1 (8-0) TBE, (10) 1' & 2' SPLIT RINGS. REVISIONS CONTRACT WITH AUXILIARY REMOTE AREA: SYS #1 DENSITY: .20 GPMOVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR:339.49 GPM AT 10254 P51 ( INCWDING 0 GPM FOR INSIDE HOUSE STREAMS ) WALL LEGEND 1/ / / / / / / /1 EXISTING FULL HEIGHT WALL Puuuuvuu,d NEW FULL HEIGHT WALL ego' no, PIPING LEGEND — — -- EXISTING PIPING NEW PIPING FITTING LEGEND S-4'x1'STRAP MT- 4' x 2' MECHANICAL TEE HHJ CONSTRUCTION INC. 1409 ALEXANDER AVENUE FIFE, WA98424 PROJECT MANAGER: BRYAN RYERSE PHONE : 253-9224168 FAX : 253-922-7391 SUPERINTENDENT: PHONE: FAX: though MC CEN IIRCATB OF COMPEI LACY STAMP KEY PUN HANGER DETAIL TB' / METAL DECK 1 V-!.- 1 V STEEL SAMrrMY-1 3(8' ATO Ds r HANGER RING 1 HANGER DETAIL 'SS' r CONCRETE FLOOR ON STEEL PIN DECK 3/8' x 3.3/4' KWIK BOLT -'I — 3)8' ROD COUPLNG (2-518' MIN EMBED ) 3/8' ATR HANGER RING HANGER DETAIL WA' �F� SMITH FIRE SYSTEMS, INC. 1108 64th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMRHFS13813T Bus: ( 253) 928.1860 FAX: ( 253) 928- 2350 BORDERS BOOKS T.I. SOUTHCENTER MALL 2437 SOUTHCENTER MALL TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO ISAAC H. 4/2/2008 2 OF 2 TI -8032 2437 SOUTHCENTER MALL ASSOCIATED PERMITS 13-F-261 08-F-137 13-S-249 13-S-183 08-S-113 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** p King Co. Assessor's Tax No.: Site Address: 2 � � c.P. i -or mai 1 Suite Number: Floor: Tenant Name: ' C cny'co\yn-ef New Tenant? ❑ - Yes ❑ - No Property Owner's Name: 1 \�\—�'\ - YOnCe .ernfr Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 1..,) \ k\� O�\O`Y\ Grc \ fl �\re fro Day Telephone: L4 1 ' �' '� '714 (C 9 Company Name: Mailing Address: E-mail Address: CityState Zio _ m Fax Number: LA ZG • -}$I' e`'1 s b.L7 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ Fso,('j Scope of Work (please provide detailed information): find d- Cwt � s?r>>'1 -\eT VTAci PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: (�,1 CDk Plan Permit App.doc Day Telephone: Date: MAI ' 1� L\25.1446.1-ThisA 1/2/13 TFD FP Form 8 Li 9-)0 - ( 401110Y% X17= CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION -2t-221 C C 4 I King Co. Assessor's Tax No.: 9202470010 Site Address: out c' = kwila, 98188 Suite Number: Floor: Tenant Name: The Container Store New Tenant? Q Yes E - No Property Owner's Name: Westfield Property Tax Dept. Mailing Address: POB 130940, Carlsbad, CA 92013 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Karina Veliz Day Telephone: 206.349.5889 Company Name: Guardian Security Systems Mailing Address:1743 First Ave South, Seattle, WA 98134 E-mail Address: kveliz@guardiansecurity.com City State Zip Fax Number: 206.628.4990 Total number of new/relocated devices or sprinkler heads: 67 Valuation of Project (contractor's bid price): $ 5000 Scope of Work (please provide detailed information): Adding 67 devices to existing FACP PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING N R OR AUTH RI22ED AGENT:/ �0. 3- . L ") Signature: Date: Print Name: Karina Veliz Day Telephone: 206.349.5889 Plan Permit App.doc 1/2/13 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Borders Books 2437 Southcenter Mall Permit No.: 08-S-113 Date: April 8, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 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 Eft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Protection of escalator opening to comply with section 8.15.4. All references are NFPA 13, 2007 Edition. TU fite?mlection/(de ( nulling J 3 April 2008 Isaac Hemandez Smith Fire Systems 1106 54th Avenue East Tacoma, WA 98424 RE: Westfield Mall — Borders Books Tenant Improvement Independent Third Party Review — Fire Sprinkler System Dear Isaac: Tuazon Engineering, PLLC 4322 NE r Street Renton, WA 98059 425.917.1683 tel 425.917.1705 fax www.tuazon.com As requested, I have performed an Independent Third Party Plan Review on the fire sprinkler system for the above referenced project. It is noted that the sprinkler system modifications shown are to Zone T6 fed from the West Riser Room. The following was reviewed: • Fire Sprinkler Drawings — Sheets 1 and 2 dated 4/2/08 • Hydraulic Calculations dated 4/2/08 The documents were reviewed for compliance with the 2007 NFPA 13, Installation of Sprinkler Systems and Tukwila Municipal Code Chapter 16.42, Sprinkler Systems. I have found the fire sprinkler design to be acceptable subject to the following comments: 1. For Information Only. This system has been designed and calculated using extended coverage sprinklers (Tyco EC -14) at 18' x 18' spacing. These sprinklers are considered "standard response" per specific UL listing for ordinary hazard occupancy (Table B of product data). However, they also meet the "quick response" criteria for light hazard occupancies with respect to minimum flow, pressure, and spacing. 2. Provide spare sprinkler heads at the West Riser Room in accordance with NFPA 13. 3. The two sprinklers located at approximately gridline K / 5.5 are 19 feet apart. The layout should be revised at this location to ensure maximum 18 feet spacing is maintained per the sprinkler's UL listing. A resubmittal to Tuazon Engineering is not required provided the above are resolved to the satisfaction of Tukwila Fire Department. The comments made above do not relieve the contractor from compliance with requirements of contract drawings, specifications, or codes. Tuazon Engineering has performed a detailed review of the submittal for general conformance with the standards referenced. Please contact me at 425-917-1683 or eric(atuazon.com with any questions regarding this review. Respectfully, TUAZON ENGINEERING PLLC Eric P. Tuazon, PE Fire Protection Engineer FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: The Container Store 2437 Southcenter Mall Permit No.: 13-S-249 Date: October 21, 2013 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods 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 for pipe size 2 '/z inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. All code references are NFPA 13, 2010 Edition. r• g�5 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME BORDERS BOOKS T.I.- SOUTHCENTER MALL JOB NO. TI -8032 DATE 4/2/08 ADDRESS 2437 SOUTHCENTER MALL BY ISAAC HERNANDEZ TUKWILA, WASHINGTON 98188 SYSTEM DESIGNATION: WET SYSTEM 1 HAZARD DESCRIPTION: MERCANTILE HAZARD CLASS PER NFPA 13 : (2007) ORDINARY HAZARD GROUP 2 SPECIFIC RULING: RULING MADE BY: OF DENSITY: 0.20 GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM NODE 3 OUTSIDE HOSE 250 GPM IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 NODE 0 TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 149 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 324 SQUARE FEET SPRINKLER MANUFACTURER: TYCO MODEL: EC -14 TEMPERATURE: 155 ° F K -FACTOR: 14K ORIFICE SIZE: 14K WATER SUPPLY: STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM ELEVATION OF TEST: SITE DATE OF TEST: DATA PROVIDED BY: WSFP PLANS OF EXISTING SHELL SYSTEM LOCATION OF TEST: SITE BASE OF RISER DEMAND 482.69 GPM REQUIRED AT 115.68 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 732.69 GPM REQUIRED AT 120.89 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) • PRESSURE IN PSI . 2 -!�'I'ii'a�■aaama�>r�ii..�i.�..l�as�ml�al�als;a6®I �I '■�■ �a■ii • ■■a� ■■■■� ■■■■■■■■■■®■■■■■■■I■■■■■■■e■■■■■■■qG■■■■■■■■■�s■■■U■■i�R■■■i■■n ��ee.� .� ermm..mmemmm c..mmo.m� mmmoa�o am.m:a mm.te..ao ...s .ma m. !mmm .ikil• 1-- iii►. .... ....._ ii 1 um Iih._1111umiIpiI11moohIIIdoIImrnIflI 11umnillIn1111111u11 1 1110111111:jOkiiLt1ll1011h11I1H0IHIII MILIP ■■_ ■�■■■■N■�F lrirlIPAPPRIMPENIPT ■■ ■■ ■ 6111 III �1111111111111111111111011111111111 0111 111110011•117111 pmmoifinmod* illl ��IIII ki ......�� AN itiiqipiihij i u1 111 111 111 110111111111 111 11Elmo I i1� 11111 � � l l lnml �� ll1 11 111111111111111n1�1rl=mini ac� lln ilii villin lommumum m ommum mlllll::illmmlmitgh I'm glia 1111 mm m1� mmm 11111111111111111111111 mmmmmmmmmmmmmmminmiiii mui mr�mi m mm m r- 0 0 0 u11Er1E*1 N 0 n 1111 111 m m mn IIIA n IIIIIuluuuIuuIu�lpiiil i IAn I111nm 1111 1�ioiiiuoiiouioiiow if nil i iii NI 111111111 :I 11111 II III 111 _. tug" 111�11 III1 1111 INI 111 1`E1� timing" III hail �i=��I .■■. ■ ■. ■■ ■ I� IIIIIIIINKIHKIOIIHHIIIIII 1111111111 ' + IHOI IpHI ii. llhIf t IUIPI!IOI �: I.u. unj■ 1..■lEiII1iiiikni IHIHIIIHHIII I f i IN. ilium! IliiiiillmIdil fIN 1.11■■■■un■■■■a ..■■■N■■■■iIIIIIIIIia■■■ :■■■ :1::■t t ■... :■ ■ ::n ::::■■i:■■::i �uu I 11111111 IIi:::s:::1:e::l:::iI»:I 1 1111 111 11 + IN11I11 1111 :::::II::�111::::I1C::U::::111-1111 11 =1 111 _NHIIIIIIIHOIIHOIHHIIUIIIIF i=1 li li l1011IIlll _ I I1111111111111 I tt z 0 c m m w N O 0 9 00 1 2 0 v m -1 ��.IlgrikIT&IVIV t t z 0 c c(0 co m� O > rn m O) 2 0 m 31 A 13M V3aV 1A131SA 6 0 W C X11 r u-Ng-rcmriTetwwA rI .31N HI •S 'I'1 SNOO9 S1:12131=1S :'. .111- , • • D' tbSTR 1 syitenis2..the NEIN trie(Poyi-Inie.,,,, 4 = ; FLEXHEAD® IND USTRIES20.) FlexHead® Commercial Ceiling Sprinkler System nstallation Guide Tools Required Standard pipe wrench Safety glasses Adjustable Wrench Screwdriver Materials Required Sprinkler pipe thread sealant Teflon tape WARNING! These installation instructions are for qualified and licensed technicians in the Fire Protection field ONLY. Consult NFPA, FM, UL, state and local code guidelines prior to installation. Failure to follow these specific instructions may cause personal injury. Installation tech- nicians must read the entire manual prior to attempting installation of product. During maintenance or inspection of FlexHead product, facility fire protection system MUST BE INACTIVE. DO NOT ATTEMPT RELOCATION OR MAINTENANCE OF FLEXHEAD PRODUCT WHEN FIRE PROTECTIONS SYSTEM IS "LIVE". 1. Mounting Bracket Assembly For installations with fully concealed sprinkler head, please use mounting bracket extension installation instruction when applicable. A. For this step you will need a 3/8" bolt, 1/4" bolt, universal hub and mounting bracket. B. Select one of the four sprinkler port locations on mounting bracket. C. Thread the 3/8" bolt through side of universal hub. D. (Photo la) Insert tab of universal hub into slot on mounting bracket as shown. E. (Photo lb) Flip bracket over and insert and tighten 1/4" attachment bolt thru pre -punched hole in bracket until tight as shown. 2. Attaching Mounting Bracket A. (Photo 2) Attach Mounting Bracket to T -bar Suspended Ceiling Grid. From above the ceiling, position FlexHead Mounting Bracket legs on to T -bar grid so that the selected hole in support bracket aligns directly above sprinkler head location in ceiling tile. B. Position the two clips at the ends of the support bracket legs on the T -bar grid and push each of the two clips down to snap in place as shown. Be sure the center section of the clip is on the outside of grid and base section is on the inside. Note: For additional support, screw self tapping screw through hole in center tab of bracket into grid. 2A. Optional Attachment for Mounting Bracket to Metal Studs/Gypsum Board Ceiling A. Flip mounting bracket over and install universal hub on desired sprinkler port location. B. (Photo 2A) From above the ceiling, position mounting bracket over metal studs as shown. Align hole in bracket directly over sprinkler hole prepared in ceiling. Attach mounting bracket to metal studs by screwing two 1/4" self tapping screws thru bracket into grid. C. Repeat process on opposite end of bracket. Both ends of bracket should be attached with two self tapping screws. 3. Connect FlexHead to Sprinkler Branch -line A. Apply teflon tape and pipe sealant to one inch (1") threaded end of FlexHead Sprinkler Drop per NFPA guidelines. B. Attach one inch (1") threaded end of FlexHead Sprinkler Drop to branch -line per NFPA, State and local code guidelines. C. (Photo 3) Do not use welded or braided hose section of FlexHead Sprinkler Drop for a wrench- ing surface. Attach FlexHead Sprinkler Drop using rigid pipe end of units as wrenching surface as shown. 4. Secure FlexHead Sprinkler Drop to Mounting Bracket and apply Sprinkler Head. A. (Photo 4a) Bend the flexhead to hold its desired position. The Flexhead sprinkler drop has a 7" minimum bend radius per FM guidelines and 3" minimum bend radius per UL guidelines. Do Onot overbend hose. Insert outlet fitting end of FlexHead Sprinkler Drop through center hole in previously installed mounting bracket and hole in ceiling tile. Make sure the hose is bent suffi- ciently so that the reducing coupling sits per- fectly vertical in center hole of support bracket. Do not torque or twist FlexHead during installa- tion process. B. (Photo 4b) Attach sprinkler head, properly pre- pared with teflon tape and sealant to FlexHead Sprinkler Drop according to NFPA and sprinkler head manufacturer's guidelines. C. (Photo 4c) Adjust FlexHead Sprinkler height to accommodate type of sprinkler head. When sprinkler head is in desired location, tighten the fastening bolt on center hub of support bracket by turning clockwise with wrench until tight as shown. 5. Completing Installation A. Test installation of sprinkler system for any leaks per NFPA Guidelines. B. Install sprinkler escutcheon from below ceiling per manufacturers guidelines. FlexHead Commercial Ceiling Sprinkler System Mounting Bracket Extension Assembly Note: Bracket leg extensions may be needed for some concealed sprinkler installations in order to raise the height of the bracket and allow the sprinkler to be adjusted to the proper height in relation to the cover plate. Tools Required Adjustable Wrench Screwdriver Materials Required Mounting Bracket p# MP24BKT Universal Hub p# UH 1/4" Attachment bolt 3/8" Tightening bolt 2 Optional Leg Extensions p# XT 3. (Photo 2 & 2a) From above snap mounting bracket and leg extension together. Be sure teeth on center clip of bracket lock into place with leg 1. (Photo 1) Remove two leg extension and one mounting bracket from box. 2. (Photo 2) Insert top of leg extension under mounting bracket clip as shown. Make sure that the two upper guides rest on inside of mounting brackets legs and the bottom of mounting bracket rests on the two lower guides of leg extension as shown. extension as shown. Repeat process on opposite end of bracket. Mounting bracket leg extension installation is complete. 4. To install bracket to ceiling grid, follow the FlexHead Commercial Sprinkler system installa- FlexHead Commercial Ceiling Sprinkler System Relocation Instructions WARNING! These installation instructions are for qualified and licensed technicians in the Fire Protection field ONLY. Consult NFPA, FM, UL, state and local code guidelines prior to installation. Failure to follow these specific instructions may cause personal injury. Installation tech- nicians must read the entire manual prior to attempting installation of product. During maintenance or inspection of FlexHead product, facility fire protection system MUST BE INACTIVE. DO NOT ATTEMPT RELOCATION OR MAINTENANCE OF FLEXHEAD PRODUCT WHEN FIRE PROTECTIONS SYSTEM IS "LIVE". 1. Remove escutcheon from below ceiling. 2. (Photo 1) Unclip the two clips at the end of the support bracket attached the T -bar. 3. Relocate FlexHead commercial system to desired location. 4. Reattach to FlexHead commercial unit to the T -bar grid, being sure to center the sprinkler head through the pre drilled hole in ceiling tile. 5. Position the two clips at the end of the support bracket on the T -bar grid and push each of the two clips down to snap in place. Be sure that the center section of the clip is on the outside of the grid and base section is on the inside. 6. Adjust FlexHead sprinkler height (if needed) 7. (Photo 2) When in desired location, check and tighten the bolt on center hub of support bracket by turning clockwise until tight, using wrench. Note: For additional support, screw self tapping screw through hole in center tab of bracket into grid. 8. Test installation of sprinkler system for any leaks per NFPA guidelines. 9. Install sprinkler escutcheon from below ceiling per manufacturers guidelines. FlexHead Commercial Ceiling Sprinkler System Friction Loss Data and Specifications FlexHead Model # 2024 2036 2048 2060 2072 2024M 2036 2048 2060 2072 Outlet Size 1/tin. 1/tin. 1/tin. 1/tin. 1/tin. 3/4in. 3/4in. 3/4in. 3/4in. 3/4in. Hose Assembly Le_ ngth ft(m) 2ft (0.6m) 3ft (0.9m) 4ft (1.2m) 5ft (1.5m) 6ft (1.8m) 2ft (0.6m) 3ft (0.9m) 4ft (1.2m) 5ft (1.5m) Equivalent Length of 1" schedule 40 pipe ft(m) 17ft (5.1m) 22ft (6.6m) 24ft (7.3m) 25ft (7.5m) 28ft (8.4m) 9ft (2.7m) 16ft (4.8m) 21 ft (6.4m) 22ft (6.6m) Maximum Rated Pressure psi (kPa) 175 (1205) 175 (1205) 175 (1205) 175 (1205) 175 (1205) 175 (1205) 175 (1205) 175 (1205) 175 (1205) 6ft (1.8m) 25ft (7.5m) 175 (1205)_ Flexhead products are intended for use in hydraulically designed wet, pre -action, deluge or dry pipe sprinkler systems per NFPA 13, 13R, and 13D guidelines. The hydraulic loss of the FlexHead needs to be included in the hydraulic design calculations the same as a valve or fitting. Each FlexHead Sprinkler Drop has a 3" minimum bend radius per UL guidelines, and a 7" minimum bend radius per FM guidelines. System Specifications Sprinkler system fmal connections in commercial ceilings shall be FlexHead model # as manufactured by FlexHead Industries Inc. Holliston, MA USA (800) 829-6975 or (508) 893-9596, Fax (508) 893-6020 as approved by Factory Mutual Research Corporation and Underwriters Laboratories. Each FlexHead System includes multi -port ceiling mounting bracket with hardware and welded, leak tested 1" braided FlexHead Flexible Sprinkler Drop. The Fire Protection Contractor shall be responsible for the installation of sprinkler head and the final connec- tion, fill and test of the FlexHead Ceiling System to sprinkler sub -main in accordance to NFPA guidelines. FlexHead Ceiling Sprinkler System Model Numbers Model # 2024 2 ft. FlexHead Sprinkler Drop Model # 2036 3 ft. FlexHead Sprinkler Drop Model # 2048 4 ft. FlexHead Sprinkler Drop Model # 2060 5 ft. FlexHead Sprinkler Drop Model # 2072 6 ft. FlexHead Sprinkler Drop Note: FlexHead products are compatible with FM/UL listed sprinkler heads. Usage of Flexible Piping Systems Contractor shall provide flexible piping connections to sprinkler heads for both suspended and sheet - rock ceilings. All flexible piping systems shall be UL Listed and FM Approved and suitable for their intended use. All flexible piping connections to include a fully welded (non-mechanical fittings), braided, leak - tested sprinkler drop with a minimum internal cor- rugated hose diameter of 1 inch; and a one-piece multi -port ceiling bracket with removable attach- ment hub and self -securing integrated snap -on clip -ends, for attachment to ceiling grid without the need for a screw fastener. Acceptable Manufacturer(s): 1. FlexHead series 2000 as manufactured by Flexhead Industries of Holliston, MA USA (800) 829-6975 or (508) 893-9596, Fax (508) 893-6020 in lengths of 2ft to 6ft. FlexHead Suspended Ceiling Detail Each FM -approved unit is ready -to -install, pressure- and leak -tested, and comes complete with a flexible stainless-steel hose and mounting bracket with adjustable hub. Multi -port ceiling grid mounting bracket FlexHead sprinkler drop Adjustable hub Sprinkler branchline Suspended t -bar grid Sprinkler head FlexHead Metal Stud Detail Sprinkler branchline Self tapping screw typ. 2 FlexHead sprinkler drop Adjustable hub H Ceiling tile Multi -port metal stud mounting bracket Metal stud Sheetrock ceiling Sprinkler head FlexHead Commercial Ceiling Sprinkler System Testing and Approvals FM Global Testing - FlexHead series 2000 stainless steel sprinkler connections Hydrostatic Strength Test A sample FlexHead was subjected to a hydrostatic pressure of four (4) times the rated working pres- sure of 175 psi (1205 kpa) to 700 psi (4825 kpa) for a period of five minutes. The assembly shall show no signs of rupture, cracking, permanent distortion, or deterioration of performance characteristics. The FlexHead successfully passed this test. Vibration Test A sample FlexHead was secured to a vibration table. The FlexHead hose was bent in a 90' angle and pressurized to 90 psi (620 kpa) and the mounting bracket and hose where then subjected to a total of 25 hours of severe vibration conditions. After the successful completion of the vibration tests the sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of deteriora- tion. The FlexHead successfully passed this test. Friction Loss (Equivalent length of pipe.) To determine the effect of the FlexHead to the discharge coefficient of the sprinkler, the average friction loss through the FlexHead shall be equated to the theoretical length of nominal 1" diameter schedule 40 sprinkler pipe which would produce the same amount of friction loss. Please see friction loss table. Vacuum Test A sample FlexHead was subjected to a vacuum of 25 inHG for a period of five minutes. After the success- ful completion of the Vacuum Test the sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of deterioration. The FlexHead successfully passed this test. Pressure Cycling Test A sample FlexHead was filled with water and bent at a 90° angle and subjected to 20,000 cycles of pressure varying from 0 psi (0 kpa) to 175 psi (1205 kpa) at a rate of approximately 6 cycles per minute. After the successful completion of the pres- sure cycling tests the sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of deterioration. The FlexHead successfully passed this test. Fatigue Test A sample FlexHead was subjected to 50,000 cycles of repeated flexing at a rate of 5 to 30 cycles per minute per section 8.3 of ISO standard 10380. After the successful completion of the fatigue test the sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of deteriora- tion. The FlexHead successfully passed this test. Head Deployment A sample FlexHead installed in a suspended ceiling was fitted with a sprinkler head and pressurized to 26-175 psi. The sprinkler head was then activated by a heat source at various pressures, and the sprin- kler head deployed. The assembly shall show no signs of distortion or deterioration of performance on the assembly or sprinkler head. The FlexHead successfully passed this test. Underwriters Laboratory Testing - FlexHead" series 2000 stainless steel sprinkler connections Hydrostatic Pressure Test A sample FlexHead was subjected to a hydrostatic pressure of five (5) times the rated working pres- sure of 175 psi (1205 kpa) to 875 psi (6030 kpa) for a period of one minute. The assembly shall show no signs of rupture, cracking, permanent distortion, or deterioration of performance characteristics. The FlexHead successfully passed this test. Vibration Test A sample FlexHead was subjected to hydrostatic pressure of 500 psi (3.45 MPa). The FlexHead hose was bent in a 90° angle and pressurized to 175 psi (1.21 MPa) and the mounting bracket and hose where then subjected to a total of 60 hours of verti- cal vibration and 60 hours of horizontal vibration with the amplitude of 0.04 inch (1.02 mm) at a continuously varying frequency between 18 and 37 hertz. After the successful completion of the vibra- tion tests the sample was subjected to the hydrosta- tic pressure test at 500 psi and showed no signs of deterioration or leakage. The FlexHead successfully passed this test. Friction Loss (Equivalent length of pipe.) To determine the effect of the FlexHead to the dis- charge coefficient of the sprinkler, the average fric- tion loss through the FlexHead shall be equated to the theoretical length of nominal 1 inch diameter schedule 40 sprinkler pipe which would produce the same amount of friction loss. Please see friction loss table. Mechanical Strength Test A sample FlexHead was secured and subjected to a torsion force with a torque of 60 pound -feet (81 N m) applied to the outlet. After the successful com- pletion of the mechanical Strength Test the sample was subjected to the hydrostatic pressure test at 175 psi (1205 kpa) and showed no signs of deterio- ration or leakage. The FlexHead successfully passed this test. High Temperature Exposure Test A sample FlexHead was subjected to hydrostatic pressure of 500 psi (3.45 MPa) and then subjected to a temperature of 375' F (19F C) for a period of 90 days. After the successful completion of the high temperature test the FlexHead Sprinkler -Drop was subjected to the hydrostatic test of 500 psi (3.45 MPa) for a period of one minute and showed no signs of deterioration or leakage. The FlexHead successfully passed this test. Salt Spray Corrosion Test A sample FlexHead was subjected to salt spray (fog) test, per ASTM B117-94, for a period of 10 days and showed no signs of deterioration or incipient corro- sion. The FlexHead successfully passed this test. Water Hammer Test A sample FlexHead was subjected to 3,000 applica- tions of pressure pressure surges from 50-500 psig at a rate of 60 cycles per minute and showed no signs of deterioration or leakage. After the suc- cessful completion of the Water Hammer test the FlexHead was subjected to the hydrostatic test of 500 psi (3.45 MPa) for a period of one minute and showed no signs of deterioration or leakage. The FlexHead successfully passed this test. Freezing Test A sample FlexHead was filled with water and exposed to an atmosphere of 10'F (-29°C) for a period of 24 hours and showed no signs of deterio- ration or leakage. After the successful completion of the Freezing Test the FlexHead was subjected to the hydrostatic test of 500 psi (3.45 MPa) for a period of one minute and showed no signs of deterioration or leakage. The FlexHead successfully passed this test. LISTED us Underwriters Laboratories Inc.® VENF March 16, 2000 Flexible Sprinkler Hose Fittings FLEXHEAD INDUSTRIES EX5269 20 MAIN STREET, ACTON, MA 01720 Models 2024, 2036, 2048, 2060, 2072 flexible sprinkler hose fittings having a 300 psi rated pressure. For use with ordinary, intermediate and high temperature rated automatic sprinlders. Maximum number of bends, maximum bend angles and associated pressure losses are shown in the manufacturer's installation instructions. 4/5/2000 LOOK FOR LISTING MARK ON PRODUCT Underwriters Laboratories Inc. Card 1 of 1 VENF Flexible Sprinkler Hose Fittings July 9, 2002 FLEXHEAD INDUSTRIES EX5269 LOWLAND IND PARK, 56 LOWLAND ST, HOLLISTON MA 01746 Models 2024H, 2036H, 2048H, 2060H, 2072H, flexible sprinkler hose fittings having a 300 psi rated pressure. For use with ordinary, intermediate and high temperature rated automatic sprinklers. Models 2024S, 2036S, 20485, 2060S, 20725 , flexible sprinkler hose fittings having a 175 psi rated pressure. For use with ordinary, intermediate and high temperature rated automatic sprinklers. Maximum number of bends, maximum bend angles and associated pressure loses are shown in the manufacturer's installation instructions. 7/22/2002 LOOK FOR LISTING MARK ON PRODUCT Underwriters Laboratories Inc. Card 1 of 1 LISTED us Underwriters Laboratories Inc.® June 21, 2001 FlexHead Industries Mr. Norm MacDonald 56 Lowland St. Holliston, MA 01746 Our Reference: File EX5269 . i Past rn 1:447f1 Nnrthtir_OM, atr. tIrvied °mks Cowl! tj axe. .:84 4 2724350D FatKb Ire ;:, http;:vatett cnm Subject: FlexHead Flexible Sprinkler Hose Fittings Installed Onto Dry Wall Ceiling Grid Dear Mr. MacDonald: This letter is in regard to the subject. Base upon review of the FlexHead UL Listed flexible sprinkler hose fitting system, installation onto a dry wall ceiling grid is acceptable when the ceiling -mounted bracket is screwed to a rigid surface. Self -tapping screws are used to affix the FlexHead mounting bracket to the surface, using the four ports provided which are pre -drilled onto the mount- ing bracket. Very truly yours, EMIL W. MISICHKO (Ext. 42036) Engineering Group Leader Conformity Assessment Services Department 3011 CNBK Emil W. Misichko@us.ul.com a ma'am 11 prtMle fly 1894-1994 A not-for-profit organization dedicated to public safety and committed to quality service APPROVAL REPORT FLEXHEAD CEILING SPRINKLER SYSTEM FOR COMMERCIAL SUSPENDED CEILINGS Prepared For: FlexHead Industries, Inc. 56 Lowland Street Holliston, MA 01746 J.I. 3003667 Class 1637 March 26, 1999 APPROVED Factory Mutual Research FlexHead Commercial Ceiling Sprinkler System Limited Warranty Flexhead Industries, Inc. warrants that its products will be free from defects in materials and workman- ship under normal conditions of use and service for a period of one year from date of sale. Our obligation under this warranty is limited to repair- ing or replacing any product that is returned to us with transportation charges prepaid within one year after the date of original sale and that our examination shows to our satisfaction to have been defective in materials or workmanship under normal conditions of use and service. The decision as to whether to repair or to replace any product shall be made by us, and any repair shall be made at our facility. Notwithstanding the foregoing, the following are specifically excluded from the coverage of this war- ranty: (a) the sprinkler head of any Flexhead Industries, Inc. product, but Flexhead Industries, Inc. hereby assigns to the original purchaser of any such product the right to enforce the warranty, if any, issued by the manufacturer of such sprinkler head; (b) defects resulting from ordinary wear and tear, including, without limitation, the replacement of the so called poly bag components of any Flexhead Industries, Inc. product; (c) products that have been altered in any manner by the buyer or by anyone other than Flexhead Industries, Inc.; (d) products that have been subjected to misuse, abusive use, or damage by accident or casualty; (e) products that have been installed or used in a manner contrary to our specifications, instructions or recommendations, (0 products that have been installed or used in a manner that is not in compli- ance with all applicable requirements of any code, law, regulation or rule of any federal, state or local governmental or industry authority; and (g) prod- ucts that have not been inspected and maintained in accordance with our specifications, instructions or recommendations, including, without limitation, our recommendations as to following the inspection and maintenance standards published by Factory Mutual Research Corporation (FMRC) and the National Fire Protection Association (NFPA) ; and (h) products that have been affected by Microbio- logically Influenced Corrosion (MIC). This warranty is not assignable and shall benefit only the original purchaser of a Flexhead Industries, Inc. product. If any provision hereof or any portion of any provision shall be held invalid, the remainder of this Limited Warranty shall not be affected thereby, and all pro- visions of this Limited Warranty shall remain valid and in full force and effect to the fullest extent permitted by law. THIS WARRANTY IS IN LIEU OF ALL IMPLIED WARRANTIES, INCLUDING, BUT NOT LIMITED TO, WARRANTIES OF MERCHANTABILITY AND WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE. NOTWITHSTANDING ANY PROVISION TO THE CONTRARY HEREIN OR ANY APPLICABLE LAW TO THE CONTRARY, IN NO EVENT SHALL FLEXHEAD INDUSTRIES, INC. BE LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES UNDER ANY CIRCUM- STANCES WHATSOEVER, WHETHER ARISING FROM ANY BREACH OF THIS LIMITED WARRANTY OR OTHERWISE ARISING FROM OR IN CONNECTION WITH THE USE OR OPERATION OF, OR ANY DEFECT IN, ANY FLEXHEAD INDUSTRIES, INC. PRODUCT, OR OTHERWISE. The risk of damages from any breach of warranty with respect to injury to any person will be born by the purchaser of Flexhead Industries, Inc. product. OeiliOd's fxhOii4.1:hict:AriplicationIrjOude:',' •...S.ecniorIgt.gpr/_Eleptroplp's ..f-. • LO9r49ges :,,- ,,, --,i.h0(nthpet„ti6I-MiciLtech - ", • Steel ,Manufacturers ..', •.,„'A.i;dmo:tive:., ..,, Aerp7ac:.Rewyralt:,: :pefrocini:ca „ . Forets Procki*/Paper Puha , ,• : ..;,:.,., - .. - —.. _, .,_ „ . .7g-12--' 1 'E• S 56 iston, MA eI: 80082-697/(5Q8). 8g3:9596 !/..,6;..: (500 8a i;602071; extia0, Int,-ematiOnpifPatan;'s Penitki9 Patent ,,.5,-.396,959, 15370,145R #6,12345,4,46,11 j;71,i4;1'0,98q,b9 „- • • . , • .ThellexHead name and: 1pgo re tqco I Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series EC -11 & EC -14 — 11.2 and 14.0 K -factor Extended Coverage (Light and Ordinary Hazard) Upright, Pendent, and Recessed Pendent Sprinklers General Description The Tyco® Series EC -11 and EC -14 Extended Coverage Upright and Pen- dent Sprinklers are decorative glass bulb sprinklers designed for use in light or ordinary hazard occupancies. They are intended for use in automatic sprinkler systems designed in accord- ance with standard installation rules (e.g., NFPA 13) for a maximum cover- age area of 400 ft2 (37,2 m2), as com- pared to the maximum coverage area of 130 ft2 (12,1 m2) for standard cover- age sprinklers used in ordinary haz- ard occupancies or 225 ft2 (20,6 m2) for standard coverage sprinklers used in light hazard occupancies. The Series EC -11 and EC -14 Sprin- klers feature a UL and C -UL Listing that permits their use with unob- structed or non-combustible ob- structed ceiling construction as de- fined and permitted by NFPA 13, as well as a specific application listing for use under concrete tees. The Series EC -11 and EC -14 Ex- tended Coverage Sprinklers have been fire tested to compare their per- formance to that of standard coverage spray sprinklers. These tests have shown that the protection provided is equal to or more effective than stand- ard coverage spray sprinklers. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these corrosion resistant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be con- sidered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. WARNINGS The Series EC -11 and EC -14 Ex- tended Coverage Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Number TY5137 - Upright, 11.2K TY5237 - Pendent, 11.2K TY6137 - Upright, 14.0K TY6237 - Pendent,14.0K TY5137 is a redesignation for C5137, G1894, and S2510. TY5237 is a redesignation for C5237, G1893, and S2511. TY6137 is a redesignation for C6137, G1896, and S2610. TY6237 is a redesignation for C6237, G1895, and S2611. DECEMBER, 2007 TFP220 Page 2 of 8 TFP220 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector* * Temperature rating is indicated on deflector ** Pipe thread connections per ISO 7/1 can be provided on special request. WRENCH FLAT 1/2" (12,7 mm) J NOMINAL MAKE -IN UPRIGHT 3/4" ** NPT 2-7/16" (61,9 mm) UPRIGHT & PENDENT ESCUTCHEON PLATE SEATING SURFACE PENDENT FIGURE 1 SERIES EC -11 AND EC -14 EXTENDED COVERAGE SPRINKLERS 11.2 K -FACTOR (TY5137) UPRIGHT AND (TY5237) PENDENT 14.0 K -FACTOR (TY6137) UPRIGHT AND (TY6237) PENDENT CROSS SECTION NOTES: 1.Listed by Underwriters Laboratories, Inc. (UL). 2.Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL). 3. Approved by Factory Mutual Research Corporation (FM). 4. Approved by the City of New York under MEA 177-03-E. 5. Where Polyester Coated or Lead Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion Resistant Sprinklers. *Frame and Deflector only. Listings and approvals apply to color (Special Order). ** Pendent Only. N/A: Not Available TABLE A, LABORATORY LISTINGS AND APPROVALS SPRINKLER FINISH (See Note 5) HAZARD TYPE TEMP. BULB NATURAL CHROME WHITE* LEAD LIQUID BRASS PLATED POLYESTER COATED 135°F/57°C Orange LIGHT UPRIGHT155°F/68°C K=11.2 (TY5137) Red 1, 2, 3**, 4 175°F/79°C Yellow PENDENT K=11.2 (TY5237) 200°F/93°C Green 1, 2, 4 1, 2, 4 Refer to Table B for K=14.0 (TY6237) 286°F/141°C Blue UL and C -UL Sensitivity Rating 135°F/57°C Orange and REC. PENDENT1, 2, 3, 4 Red Refer to Table C for K=11.2 (TY5237) 155°F/68°C N/A 175°F/79°C Yellow FM K=14.0 (TY6237) Sensitivity Rating With Style 30 200°F/93°C Green 1, 2, 4 Escutcheon 286°F/141°C Blue UPRIGHT 135°F/57°C Orange K=11.2 (TY5137) 155°F/68°C Red 1, 2, 3, 4 ORDINARY K=14.0 (TY6137) 1, 2, 3, 4 175°F/79°C Yellow and Refer to Table B for PENDENT 200"F/93°C Green 1, 2, 4 UL and C -UL K=11.2 (TY5237) Sensitivity Rating K=14.0 (TY6237) 286°F/141 °C Blue and REC. PENDENT 135°F/57°C Orange Refer to Table C for K=11.2 (TY5237) 155°F/68°C Red FM K=14.0 (TY6237) 1, 2, 4 N/A 175°F/79°C Yellow Sensitivity Rating With Style 40 Escutcheon 200°F/93°C Green NOTES: 1.Listed by Underwriters Laboratories, Inc. (UL). 2.Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL). 3. Approved by Factory Mutual Research Corporation (FM). 4. Approved by the City of New York under MEA 177-03-E. 5. Where Polyester Coated or Lead Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion Resistant Sprinklers. *Frame and Deflector only. Listings and approvals apply to color (Special Order). ** Pendent Only. N/A: Not Available TABLE A, LABORATORY LISTINGS AND APPROVALS TFP220 Page 3 of 8 AREA STYLE 14 x 14 Up. or Pend. 14 x 14 Style 30 Recessed 14 x 14 Style 40 Recessed 16 x 16 Up. or Pend. 16 x 16 Style 30 Recessed 16 x 16 Style 40 Recessed 18 x 18 Up. or Pend. 18 x 18 Style 30 Recessed 18 x 18 Style 40 Recessed 20 x 20 Up. or Pend. 20 x 20 Style 30 Recessed 20 x 20 Style 40 Recessed LIGHT HAZARD 135°F 155°F 175°F 200°F 286°F ORDINARY HAZARD 135°F 155°F 175°F 200°F 286°F — — — — QR QR QR QR SR — — — — — QR QR QR QR N/A — — — — — QR QR QR QR N/A QR* QR* QR* QR* QR* SR SR SR SR SR QR* QR* QR* QR* QR* SR SR SR SR N/A N/A N/A N/A N/A N/A SR SR SR SR N/A QR* QR* QR* QR* QR* ' SR SR SR SR SR QR* QR* QR* QR* QR* SR SR SR SR N/A N/A N/A N/A N/A N/A SR SR SR SR N/A QR* QR* QR* SR* SR* SR SR SR SR SR QR* SR* QR* SR* SR* SR SR SR SR N/A N/A N/A N/A N/A N/A SR SR SR SR N/A QR: Quick Response SR: Standard Response N/A: Not Applicable * Does not apply to Upright K = 14.0 TABLE B SENSITIVITY RATING FOR UL AND C -UL LISTING OF SERIES EC -11 OR EC -14 SPRINKLERS (SEE TABLE D FOR PERMITTED K-FACTOR/AREA COMBINATIONS) AREA STYLE 14 x 14 Up. or Pend. 14 x 14 Style 30 Recessed 14 x 14 Style 40 Recessed 16 z 16 Up. or Pend. 16 x 16 Style 30 Recessed 16 x 16 Style 40 Recessed 18 x 18 Up. or Pend. 18 x 18 Style 30 Recessed 18 x 18 Style 40 Recessed 20 x 20 Up. or Pend. 20 x 20 Style 30 Recessed 20 x 20 Style 40 Recessed QR: Quick Response SR: Standard Response N/A: Not Applicable * Pendent Only LIGHT HAZARD 135°F 155°F 175°F 200°F 286°F ORDINARY HAZARD 135°F 155°F 175°F 200°F 286°F — — — SR SR SR SR SR — — — — — N/A N/A N/A N/A N/A — — — — N/A N/A N/A N/A N/A QR* QR* N/A N/A N/A SR SR SR SR SR QR QR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A QR* QR* N/A N/A N/A SR SR SR SR SR QR QR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A QR* QR* N/A N/A N/A SR SR SR SR SR QR QR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A TABLE C SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC -11 OR EC -14 SPRINKLERS (SEE FM LOSS PREVENTION DATA SHEET 2-8N FOR PERMITTED K-FACTOR/AREA COMBINATIONS) Page 4 of 8 TFP220 Technical Data Approvals The Series EC -11 and EC -14 Ex- tended Coverage Upright, Pendent, and Recessed Pendent Sprinklers are UL and C -UL Listed. (Refer to Table A for complete sprinkler approval infor- mation including corrosion resistant status. The approvals apply to the service conditions indicated in the De- sign Criteria section.) The Series EC -11 and EC -14 Ex- tended Coverage Upright and Pendent Sprinklers are FM Approved. (Refer to Table A for complete sprinkler ap- proval information including corrosion resistant status. The approvals apply to the service conditions indicated in the Design Criteria section.) The Style 60 Two -Piece Flush Es- cutcheon (Ref. Figure 4) is UL Listed and FM Approved for use with the Se- ries EC -11 and EC -14 Pendent Sprin- klers. Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 inch NPT Discharge Coefficients K = 11.2 GPM/psi112 (161,3 LPM/bar1/2) K = 14.0 GPM/psiv2 (201,6 LPM/bar1I2) Temperature Ratings 135°F/57°C to 286°F/141°C Finish Sprinkler: Refer to Table A Recessed or Flush Escutcheon: White Coated, Chrome Plated, and Brass Plated Physical Characteristics Frame Bronze Button Bronze Sealing Assembly Beryllium Nickel w/Teflon t Bulb Glass (3 mm dia.) Compression Screw Bronze Deflector - Brass Patents U.S.A. Patent Numbers 5,366,022; 5,579,846; 5,584,344; 5,609,211; 5,862,994; and 5,865,256. Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, which then allows the sprinkler to activate and flow water. Design Criteria The Tyco® Series EC -11 and EC -14 Extended Coverage Sprinklers must only be installed in accordance with the applicable UL and C -UL Listing or FM Approval requirements as indi- cated below. Only the Style 30 or 40 Recessed Escutcheon is to be used for recessed installation, as applicable (Ref. Table A, B, and C). UL and C -UL Listing Requirements 1. The Series EC -11 and EC -14 Sprin- klers may be used for the coverage areas shown in Table D, based on maintaining the minimum specified flow rate as a function of coverage area and hazard group for all of the sprinklers in the design area. 2. The Series EC -11 and EC -14 Sprin- klers are permitted to be used with unobstructed or non-combustible obstructed ceiling construction as defined and permitted by NFPA 13. For example: Unobstructed, combustible or non- combustible, ceiling construction with a deflector to ceiling/roof deck distance of 1 to 12 inches (25 to 300 mm). Obstructed, non-combustible, ceil- ing construction with a deflector lo- cation below structural members of 1 to 6 inches (25 to 150 mm) and a maximum deflector to ceiling/roof deck distance of 22 inches (550 mm). 3. The Series EC -11 and EC -14 Sprin- klers having been specifically tested and listed for non-combustible ob- structed construction are permitted to be used within trusses or bar joists having non-combustible web mem- bers greater than 1 inch (25.4 mm) when applying the 4 times obstruc- tion criteria rule defined under "Ob- structions to Sprinkler Discharge Pattern Development". 4. The minimum allowable spacing be- tween the Series EC -11 and EC -14 Sprinklers, to prevent cold solder- ing, is 8 feet (2,4 m) for upright sprin- klers and 9 feet (2,7 m) for pendent sprinklers. 5. The Series EC -11 and EC -14 Sprin- klers are to be installed in accord- ance with all other requirements of NFPA 13 for extended coverage up- right and pendent sprinklers. For ex- ample: obstructions to sprinkler dis- charge, obstructions to sprinkler pattern development, obstructions to prevent sprinkler discharge from reaching hazard, clearance to stor- age, etc. UL and C -UL Specific Application Listing Requirements For Installation Under Concrete Tees The Series EC -11 and EC -14 Ex- tended Coverage Upright and Pendent Sprinklers (TY5137, TY5237, TY6137 & TY6237) have a UL and C -UL Spe- cific Application Listing for use under concrete tees when installed as fol- lows: 1. The stems of the concrete tee con- struction must spaced at less than 7.5 feet (2,3 m) on center but more than 3 feet (0,9 m) on center. The depth of the concrete tees must not exceed 30 inches (762 mm). The maximum permitted concrete tee length is 32 feet (9,8 m); however, where the concrete tee length ex- ceeds 32 feet (9,8 m), non-combus- tible baffles, equal in height to the depth of the tees, can be installed so that the space between the tees does not exceed 32 feet (9,8 m) in length. 2. The sprinkler deflectors are to be located in a horizontal plane at or above 1 inch (25,4 mm) below the bottom of the concrete tee stems. 3. When the sprinkler deflectors are located higher than a horizontal plane 1 inch (251,4 mm) beneath the bottom of the concrete tee stems, the obstruction to sprinkler dis- charge criteria requirements of NFPA 13 for extended coverage up- right sprinklers applies. FM Approval Requirements The Series EC -11 and EC -14 Ex- tended Coverage Sprinklers are to be installed in accordance with the appli- cable Factory Mutual Loss Prevention Data Sheet for limited use in buildings of specific roof construction and for the protection of certain specific ordinary hazard (non -storage and/or non-flam- mable or combustible liquid) occupan- cies. Information provided in the FM TFP22O 1/2±1/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) 1/2" (12,7 mm) 1/4" (6,4 mm) 1/8" (3,2 mm) MOUNTING SURFACE CLOSURE MOUNTING PLATE 1-3/8" (34,9 mm) 1-1/8" (28,6 mm) FIGURE 2 SERIES EC -11 AND EC -14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON f 5/8±1/4" (15,9±6,4 mm) FACE OF SPRINKLER FITTING 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) 3/4" (19,1 mm) 1/4" (6,4 mm) 1/8" (3,2 mm) MOUNTING SURFACE CLOSURE MOUNTING PLATE 1-3/8" (34,9 mm) 7/8" (22,2 mm) FIGURE 3 SERIES EC -11 AND EC -14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON Page 5 of 8 Loss Prevention Data Sheets relate to, but are not limited to, hydraulic design, ceiling slope and obstructions, mini- mum and maximum allowable spac- ing, and deflector -to ceiling distance. These criteria may differ from UL and/or NFPA criteria, therefore the de- signer should review and become fa- miliar with Factory Mutual require- ments before proceeding with design. Installation The Series EC -11 and EC -14 Sprin- klers must be installed in accordance with the following instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F/57°C to 3/32 inch (2,4 mm) for the 286°F/141 °C temperature ratings. A 3/4 inch NPT sprinkler joint should be obtained with a minimum to maxi- mum torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler inlet with conse- quent leakage or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must be installed with the deflector parallel to the mount- ing surface. Pendent sprinklers must be installed in the pendent position, and upright sprinklers must be in- stalled in the upright position. Step 2. After installing the Style 30, 40, or 60 mounting plate (or other escutch- eon, as applicable) over the sprinkler pipe threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Wrench tighten upright or pen- dent sprinklers using only the W -Type 3 (End A) Sprinkler Wrench. When in- stalling the pendent sprinkler with Style 30, 40, or 60 Escutcheon, wrench tighten the sprinkler using only the W -Type 22 Sprinkler Wrench. The wrench recess of the applicable sprin- kler wrench (Ref. Figure 5 and 6) is to be applied to the sprinkler wrench flats (Ref. Figure 1). Page 6 of 8 FACE OF SPRINKLER FITTING: 3/8" (9,5 mm) ABOVE TO 1/8" (3,2 mm) BELOW MOUNTING SURFACE ESCUTCHEON PLATE SEATING SURFACE: 1/4" (6,4 mm) ABOVE TO 1/2" (12,7 mm) BELOW MOUNTING SURFACE; 3/4" (19,1 mm) TOTAL ADJUSTMENT 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) INTERNAL DIMENSIONS OF STYLE 60 ESCUTCHEON ACCOMMODATE CLASS 150 MALLEABLE IRON REDUCING SPRINKLER FITTING MOUNTING 1 8" SURFACE (3,2 mm) I 2-5/16" (58,7 mm) 1-13/16" (46,0 mm) FIGURE 4 SERIES EC -11 AND EC -14 PENDENT SPRINKLER ASSEMBLY WITH 3/4 INCH TOTAL ADJUSTMENT STYLE 60 TWO-PIECE FLUSH ESCUTCHEON Care and Maintenance The Tyco® Series EC -11 and EC -14 Sprinklers must be maintained and serviced in accordance with the follow- ing instructions: NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection systems must be obtained from the proper authori- ties and all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accord- TFP220 "FITTING SIDE" TOWARDS SPRINKLER FITTING WRENCH RECESS (END "A") FIGURE 5 W -TYPE 3 SPRINKLER WRENCH FIGURE 6 W -TYPE 22 RECESSED SPRINKLER WRENCH ance with local requirements and/or national codes. TFP22O Page 7 of 8 DESCRIPTION TY5137 (K=11.2) UPRIGHT TY5237 (K=11.2) PENDENT TY6137 (K=14.0) UPRIGHT TY6237 (K=14.0) PENDENT 1 ft. = 0.3048 m 1 ft2 = 0.093 m2 1 gpm = 3.785 Ipm 1 psi = 0.06895 bar 1 gpm/ft2 = 40.74 mm/min LIGHT HAZARD 0.10 GPM/FT2 AREA GPM PSI 14 x 14 - - 16 x 16 30 7.2 18 x 18 33 8.7 20 x 20 40 12.8 14 x 14 - - 16 x 16 30 7.2 18 x 18 33 8.7 20 x 20 40 12.8 14 x 14 N/A N/A 16 x 16 N/A N/A 18 x 18 N/A N/A 20 x 20 N/A N/A 14 x 14 - - 16 x 16 37 7.0 18x18 37 7.0 20 x 20 40 8.2 GROUP I ORDINARY HAZARD 0.15 GPM/FT2 GPM PSI 30 39 49 60 30 39 49 60 39 49 60 39 49 60 7.2 12.1 19.1 28.7 7.2 12.1 19.1 28.7 7.8 12.3 18.4 7.8 12.3 18.4 GROUP II ORDINARY HAZARD 0.20 GPM/FT2 GPM PSI 39 12.1 51 20.7 65 33.7 80 51.0 39 12.1 51 20.7 65 33.7 80 51.0 51 13.3 65 21.6 80 32.7 51 13.3 65 21.6 80 32.7 TABLE D FLOW CRITERIA FOR UL AND C -UL LISTING OF SERIES EC -11 AND EC -14 SPRINKLERS Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation. corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties. ex- press or implied. including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Page 8 of 8 TFP220 Ordering Procedure When placing an order, indicate the full product name. Please specify the Sprinkler Identification Number (SIN), quantity, and temperature rating. Re- fer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (specify SIN), (specify K -Fac- tor), (specify temperature rating), (specify Pendent or Upright) Extended Coverage Sprinkler with (specify fin- ish), P/N (specify - from Table E, where applicable). Recessed Escutcheon, Two -Piece : Specify: Style (30 or 40) Two -Piece Recessed Escutcheon with (specify material or finish*), P/N (specify). *Refer to Technical Data Sheet TFP770. Flush Escutcheon, Two -Piece : Specify: Style 60 Two -Piece Flush Es- cutcheon with (specify finish*), P/N (specify). *Refer to Technical Data Sheet TFP778. Sprinkler Wrench: Specify: W -Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W -Type 22 Recessed Sprin- kler Wrench, P/N 56-665-7-001 P/N 51 - AAA - B -CCC AAA = 893 (for TY5237 K11.2 Pendent) AAA = 894 (for TY5137 K11.2 Upright) AAA = 895 (for TY6237 K14.0 Pendent) AAA = 896 (for TY6137 K14.0 Upright) B = 1 (for Natural Brass) B = 3 (for White [RAL9010])* B = 4 (for White Polyester) B = 7 (for Lead Coated B = 9 (for Chrome Plated) CCC = 135 (for 135°F/57°C) CCC = 155 (for 155°F/68°C) CCC = 175 (for 175°F/79°C) CCC = 200 (for 200°F/93°C) *Eastern Hemisphere sales only. TABLE E PART NUMBERS FOR EC -11 AND EC -14 SPRINKLERS © 2007 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ReIiabId Model F1 FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector Model F1 FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall - HSW 1 Deflector Listings & Approvals 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) 3. Certified by FM Approvals 4. Loss Prevention Council (LPC, UK) 5. NYC BS&A No. 587 -75 -SA 6. Meets MIL -S -901C and MIL -STD 167-1 7. Verband der Schadenversicherer (VdS, Germany) 8. NYC MEA 258-93-E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Patents: US Patent No. 6,374,920 Applies to Model F1 FR Vertical Sidewall Sprinklers. Product Description Reliable Models F1 FR and F1 FR Recessed Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F1 FR and F1 FR Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1 FR and F1 FR Recessed sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manu- factured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. The balance of parts are made of brass, copper and beryllium nickel. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid ex - Model F1 FR Bulletin 136 Rev O CO Model F1 FR Recessed Quick Response co - Sprinklers 0 Upright Pendent Vertical Sidewall Conventional Horizontal Sidewall HSW 1 Deflector Recessed Pendent (Model FP Shown) pands, forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Asso- ciation or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprinklers and standard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 103 Fairview Park Drive, Elmsford, New York 10523 Model F1FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type (SSU K Factor K Factor a , i Approval Organization Sprinkler Identification Number (SIN) ---------- ,1 " (15mm) USMetric and Pendent L (SSP) Deflectors Sprinkler I Height SSU I SSP Standard -Upright Marked to Indicate Position 3' " NPT (R3/4) Standard Orifice with Y," NPT (R4) Thread 115 5.6 1,2,3,8 80 12.2" (56mm) i 2.3" (58mm) y"NPT (RYZ) 1,2,3,4,5,6,7 R3625(1) R3615 __(15mm) 32" (20mm) Large Orifice with ?q" NPT (R3/4)Thread e (10mm) 8.0 2.8 115 2.2" (56mm) 1,2,3,4,7,8 R3622(1) I R3612 ?a6117mm) Small Orifice with y" NPT (R'2) Thread 60 4.260 2.8 I 2.2" (56mm) 1 1,2,8 R3623(1) R3613 3B' (10mm) Small Orifice with 4" NPT (R32) Thread 40 2.2" 56mm) 1,2,8 R3621(1) 1 R3611 10mm Orifice XLH with R3'8' Thread 4.2 L 60 i 56mm 1 4,6,7 R3624 R3614 Conventional -Instal in Upright or Pendent Position lomm Orifice XLH with R3B Thread 4.2 60 1 56mm R3674 R3675 15mm Standard Orifice with 4' NPT (R4) Thread 5.6 80 I 56mm 4,6,7 20mm Large Orifice with 3/4" NPT (R3%)Thread 8.0 115 58mm ( 1 4,7 R3672 (1) Polyester coated upright UL and ULC listed corrosion resistant. Upright Pendent Conventional Model F1 FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size --------------- K Factor Sprinkler Height --------------------- Approval" Organizations -------- ------ Sprinkler Identification Number (SIN) ---------------------------- --- US Metric ---------- ,1 " (15mm) ---- 5.6 -- -- 80 ,1" NPT (R1/2) 2.2" (56mm) 1,2,3,4,5,7,8 R3615 '/Z' (20mm) 3' " NPT (R3/4) 8.0 115 2.3" (58mm) 1,2,3,8 R3612 /16 (11mm) y"NPT (RYZ) 4.2 60 2.2"(56mm) 1,2,8 R3613 e (10mm) 4' NPT (R/2) 2.8 40 2.2" (56mm) 1,2,8 R3611 10mm R% 4.2 60 56mm 4,7 I R3614 (1) Refer to escutcheon data table for approvals and dimensions. /URN COl/ AR L'N(IL 7/GHT 480/051 SPRINKLER WRENCH BOSS -- ADASTOEN7 r'l 2 I/O" HOLE 0/A (5>.2mm.1 1 15/15" 0/4 '�— [48 2mm] ( 7 27/.,2" DIA [722mm) " X 1/2' REDUCER FACE OF Fill/NG 10 °' CEILING DIMENSION /8 (J.2mmf I.(Il (1) REIE8 (0 01 d f2 05C1.11-08000 04(4 1,181E FOR APPROVAL! .5 AND DIMENSIONS 1 2. CEILING 2 5/8" 05/ /55 -rwrq —� MULE IN CHOW 2 5/16" 014 158 CU 1" X 1/2" REDUCER FACE OF //]TING iC F!CE 01 CEILING 0IAJFNION( A(,'✓USTA/FN7 (1) RCFFR r0I FP 150111011108 DAF/ TAU( / [01, 4Fr`/,'(I/'4L5 AND DIMEN51.N5 1761c,'00 A Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Approval Organizations Sprinkler fication NumIdenber(SIN) (SIN) US Metric 1/2" 1/2" NPT (R1/2) 5.6 80 2.2" (56mm) 1, 2, 3, 6, 8 R3685 15mm Y" NPT (R1/2) 5.6 80 2.2" (56mm) 4 (1) (1) LPC Approval is for Pendent position only. Vertical Sidewall US Patent No. 6,374,920 Orientation Deflector to Ceiling Dimension (Min. - Max.) Upright Pendent 4" - 12" (102mm - 305mm) 6" - 12" (152mm - 305mm) Model F1 FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Orifice /2' (15mm) Thread Size K Factor US I Metric Sprinkler Length Approval Organizations T and Type of Approval .;2" NPT(R1/2) 5.6 80 2.63" (67mm) Light Hazard 1,2,3,5,8 Ordinary Hazard Sprinkler Identification Number (SIN) 1,2,5,8 R3635 NOTE: UL, ULC and MEA Listing permits use with F1 or F2 recessed escutcheon. Horizontal Sidewall 1361- C04 `_` FACE OF FITTING TO - - WALL DIMENSION 2 1/4" HOLE DIA [57 2m,-'.1 1" X 1/2" REDUCER - T 1 15/16" DIA.UT [49.2mm] (3.2mmj 1 1/4" MIN. [31.Bmm] [1016mm--1524m.' CEILING TO DEFLLC7OR 2 27/32" DIA. /72.2,1(71[ r ' TURN COLLAR UNTIL.\\.\,4" 1IGHT AGAI.NS7 SPRINKLER WRENCH BOSS. tw+ !�- ADJUSTMENT( 1) (1) REFER 70 ESCUTHCEON DATA TABLE FOR APPROVALS AND DIMENSIONS 3. Installation Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprin- klers and standard response sprinklers should not be inter- mixed. The Model F1FR Recessed Quick Response Sprinklers are to be installed as shown. The Model F1 or F2 Escutcheons illus- trated are the only recessed escutcheons to be used with the Model F1FR Sprinklers. The use of any other recessed escutch- eon will void all approvals and negate all warranties. When installing Model F1FR Sprinklers, use the Model D Sprin- kler Wrench. When installing Model F1FR Recessed Pendent or Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. RE- MOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Re- moval of the protectors before this time may leave the bulb vul- nerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE P8iOTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Temperature Ratings Classification Sprinkler Temperature °C °F Max. Ambient Temp. Bulb Color Ordinary 57 135 1OCPF(38°C) Orange Ordinary 68 155 100°F(38°C) Red Intermediate 79 175 150°F (66°C) Yellow Intermediate 93 200 150°F(66°C) Green High (1) 141 286 225°F (107°C) Blue (1) Not available for recessed sprinklers Escutcheon Data Escutcheon model Approvals Adjustment Distension Face of Fitting to Ceiling or Wall Dimension F1 F2 1,2,4,8 1,2,3,4,5,7,8 Max Recess Min Recess 1y, (38.1mm) % " (19.1mm) 1y" (38.1mm) t%6- (24mm) /6"-1/6" (5mm - 24mm) Max Recess Min Recess %6"-1 6" (5mm - 17mm) FP Push -ort/ Thread off — 1,2Max Recessed 161 (11mm) 1y" (38 1mm) z 1,2 — Min Recessed — L2 4mam --1— 1" (25.4mm) — - No Dimensional Figure for FP Maintenance The Models F1FR and F1FR Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gen- tle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprin- klers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to mini- mize the potential for damage to sprinklers that would cause improper operation or non -operation. Sprinkler Types Standard Upright Standard Pendent Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 Finishes (1)(2) I Standard Finishes Sprinkler Bronze Chrome Plated White Polyester Coated(4) -1 Escutcheon Brass Chrome Plated (3) White Painted (3) Special Application Finishes S rinkler Bright Brass Black Plated Black Paint Off White Latin Chrome Escutcheon Bright Brass Black Plated Black Paint Off White Satin Chrome (t) Other finishes and colors are available on special o der. Consult the factory for details. (2) FM Approvals is limited to bronze and brass, chrome or black plated finishes only. (3) FP Push-on/Thread-off escutcheon. (4) UL and ULC listed corrosion resistance. SIN numbers: R3621, R3622, R3623, R3625. Note: For /2" orifice pendent FM approved white polyester coated and UL approved white polyester corrosion resistant sprinklers refer to Bulletin 014. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Finish 7. Escutcheon Type 8. Escutcheon Finish (where applicable) Note: When Model F1FR Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign countries Manufactured by ReIiabkC The Reliable Automatic Sprinkler Co., Inc. (800)431-1588 (800)848-6051 (914)829-2042 www.reliablesprinkler com Sales Offices Sales Fax Corporate Offices Internet Address ® Recycled Paper Revision lines indicate updated or new data EG Printed in U S A 3/07 P/N9999970027 ReIiabkd Bulletin 154 Rev.F Model G4A Quick Response Concealed Automatic Sprinkler The Concealer° UL Quick Response FM Standard Response Concealed Sprinkler With a 1/2" (13mm) or 11/2" (38mm) Adjustment Features 1. Cover plate attachment with /" (13mm) assembly adjustment. 2. Smooth aesthetic ceiling profile. 3. Factory installed protective cap. 4. Available in brass, chrome or black plated and white painted finishes. 5. Ordinary temperature rating. 6. Multiple orifices for design flexibility. Approvals & Listings 1. Underwriters Labortories, Inc. (UL) - Quick Response 2. Underwriters Laboratories of Canada (ULC) - Quick Response 3. Factory Mutual Research Corp. (FM) - Standard Response • Light Hazard Occupanicies- No Limitations • Ordinary Hazard Occupancies Groups 1 & 2 Wet Systems Only 4. NYC MEA 258-93-E - Quick Response U.S. Patent number 4,880,063. Application The Reliable Model G4A Concealer® is the most versatile quick response concealed sprin- kler available. It provides the best form of fire protection while offering an attractive appearance and 1/2" (13mm) of cover adjust- ment for ease of installation. The small diameter cover plate as- sembly is easily attached and blends into the ceiling, concealing the most dependable fire protec- tion available, an automatic sprinkler system. The Model G4A Concealer® is designed for use where aesthetic appearance is important. Offices, hospitals, motels and restaurants are but a few of the applications where it can be used. It is available in different orifice sizes allowing the designer to optimize system performance, thereby achieving a very efficient installation. The Model G4A Concealer® is a UL Listed Quick Response Concealed sprinkler intended for use in accordance with NFPA 13. FM Approves this sprinkler as a standard response concealed sprinkler intended for use in accordance with FM Loss Prevention Data Sheet 2-8N. Product Description The Reliable Model G4A Concealer uses a proven quick re- sponse fusible element in a standard style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate assembly. The threaded engagement provides'' /z' (13mm) of cover adjustment. The flat cover plate is attached to the skirt using either 135°F (57°C) or 165°F (74°C) ordinary temperature classification solder. When the ceiling temperature rises, the solder holding the flat cover plate melts, the flat cover plate released thus exposing the sprinkler inside to the rising ambient temperature. The subsequent fusing of the element opens the waterway and causes the deflector to distribute the water. Any secure engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The Reliable Automatic Sprinkler Co., Inc. , 103 Fairview Park Drive, Elmsford, New York 10523 j naa 1791_ Ulla Installation Do not install the G4A Concealer• in ceilings which have positive pressure in the space above. • Cut a 2% inch (67mm) diameter hole is cut in the ceiling, the sprinkler is easily installed with the Model G4 Wrench. The wrench has drive tangs which insert into the cup slots. When installing a sprinkler the wrench is first positioned Into the sprinkler/cup assembly until the wrench tangs engage the crive slots in the top of the cup (there are two sets of drive slots in the cup). The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. Install the cover plate by hand turning the cover in the clockwise direction until it is tight against the ceiling. A protective cap is provided to protect the drop-down sprinkler deflector from damage which could occur during construction before the cover plate is installed. The cap is factory instated inside the sprinkler cup. Remove cap to install sprinkler, then re -install cap until the cover plate is installed. Maintenance The Model G4A Concealer' should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove any sprinkler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. Technical Data Ordering Information 1. Sprinkler Model 2. Nominal Orifice 3. Flat Cover Plate Assembly Finish 4. Inlet Type Cover Plate Finishes`'' Standard Finishes Bronze Chrome White Paint Special Application Finishes Bright Brass Black Plating Black Paint Off White Satin Chrome '' Other finishes and colors are available on special order Consult factory for details. Temperature Rating Classification Ordinary Model G4 Sprinkler Wrench UL Listing Category Sprinklers, Automatic and Open Quick Response Sprinkler UL Guide Number VNIV Sprinkler CPloatever 165°F/74°C 135°F/57`C Ordinary 212°F/100°C y 165°F/74`C Max. Ambient 1 Temp. ---1 1005F/38°C 150°F/66°C 1 Sprinkler Inlet Total Adjustment Nominal Orifice Nominal K Factor Thread Approvals 1,2,3,4 1,2 ,4 Sprinkler Identifcation (SIN) R5415 R5413 US Metric Non Adjustable -_,_--_Y2" Non Adjustable (13mm) _ 1/2" (13mm) 1/2°_05mm) _____.5.6 1,b X11 mm) _- 4.2 --_ 80_ _ 60 _- -_. 1/2" NPT (R'/z)_ 1/2 "NPT (RYz) Non Adjustable -- -- --- Adjustable Adjustable Y2113mm) T_ - -- 11/2", (38mm) 11/2" (38mm) ''Ir.: I r.. _ 2.8 40 Y2 "NPT (R1/2) 1"NPT Male or Female 1" NPT Male or Female 1" NPT Male or Female 1_,2,3,4 R5411 _."it0mm) 1/2"(15mm) /,x'111 mm) X" (10mm) 5.6 4.2 2.8 80_-_ 60 40 1,2,4 1_,2,4 1,2,4 R5418 __ R5413 R5412 Adjustable 11/2" (38mm) ,�^ NCwKAOL`L6Oy rc °N CLBJv. r' _, __� I�II I:IID_" --_1119 1J-__• '' lip—. "_----I[ "1 `I .�,'�"_ ' ". ✓ `r r --11 cNOP " >c T _ _-_ti Tx-- .w„AO/US r„rN. Ii >:.w��H��- - rL l I , f ''Ir.: I r.. _ w r, �, .,,�.ei.+ ,.....,t' u o�5va .�SY Vit_r`- I z 5Nn rr nr acsf✓5cr r I I CG?N . Fig.1 - 1/2" NPT Non -Adjustable Inlet Fig. 2 - 1" NPT Male -Adjustable Inlet Fig. 3 - 1" NPT Female -Adjustable Inlet The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable Products manufactured and distributed by Reliable have been protecting hie and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries Manufactured b Reliabld The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 (800) 848-6051 (914) 829-2042 www reliabiespnnkler com Sales Offices Sales Fax Corporate Offices Internet Address ® Recycled Paper Revision lines indicate updated or new data. EG Printed in USA 4/07 P/N 9999970150 SUBMITTAL SERIAL NO:2244HY1 BORDERS BOOKS TI @ SOUTH CENTER MALL 2ND FLOOR SALES AREA DENSITY: .20/1500 FILE NAME: TI8032W1 FLOW TEST RESULTS Water Supply STATIC 140.00 PSI RESIDUAL 20.00 PSI @ 10900.00 GPM CITY PRESSURE AVAILABLE AT 732.7 GPM 139.19 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 201 67.01 65.00 14.00 22.91 202 73.62 65.00 14.00 27.66 203 73.22 65.00 14.00 27.35 204 71.88 65.00 14.00 26.36 205 66.57 65.00 14.00 22.61 206 65.39 65.00 14.00 21.81 207 65.00 65.00 14.00 21.56 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 102 TO 202 482.69 GPM 250.00 GPM 732.69 GPM 120.89 PSI 0.00 PSI 27.33 FPS 04-02-2008 PAGE 1 SUBMITTAL BORDERS B 2ND FLOOR DENSITY: FILE NAME Location From To 107 207 Q 106 107 Q SERIAL NO:2244HY1 OOKS TI @ SOUTH CENTER MALL SALES AREA .20/1500 : TI8032W1 Flow in GPM 65.00 65.00 106 206 Q 65.39 105 106DQ 65.00 Q 130.39 105 205 Q 66.57 104 105DQ 130.39 Q 196.96 104 204 Q 71.88 19 104DQ 196.96 Q 268.84 9 19 Q 268.84 103 203 Q Pipe Size IN 1.049 DR 2.185 BN5 1.049 DR 2.185 BN5 1.049 DR 2.185 BN5 1.049 DR 2.185 BN5 2.185 BN5 Fittings Devices F=T 04-02-2008 PAGE 2 Equiv Friction Pressure Length Loss Summary Ft PSI/Ft PSI L 18.00 C=120 PT 21.56 (207) F 5.00 PE -0.40 T 23.00 1.1518 PF 26.49 L 17.00 C=120 PT 47.65 (107) F=0 F 0.00 PE 0.00 T 17.00 0.0323 PF 0.55 PT 48.20 (106) F=T F=0 F=T F=2E F=T F=T,E F=T, E 1.049 73.22 F=T DR L 18.00 C=120 PT 21.81 (206) F 5.00 PE -0.40 T 23.00 1.1645 PF 26.78 L 14.50 C=120 PT 48.19 (106) F 0.00 PE 0.00 T 14.50 0.1171 PF 1.70 PT 49.89 (105) L 18.00 C=120 PT 22.61 (205) F 5.00 PE -0.40 T 23.00 1.2037 PF 27.69 L 17.75 C=120 PT 49.90 (105) F 14.00 PE 0.00 T 31.75 0.2512 PF 7.98 PT 57.88 (104) L 18.00 C=120 PT 26.36 (204) F 5.00 PE -0.40 T 23.00 1.3874 PF 31.91 L 25.00 C=120 PT 57.87 (104) F 21.00 PE 0.00 T 46.00 0.4468 PF 20.55 L 3.04 C=120 PT 78.42 ( 19) F 21.00 PE -1.05 T 24.04 0.4468 PF 10.74 PT 88.11 ( 9) L 18.00 C=120 PT 27.35 (203) F 5.00 PE -0.40 T 23.00 1.4355 PF 33.02 SUBMITTAL SERIAL NO:2244HY1 BORDERS BOOKS TI @ SOUTH CENTER MALL 2ND FLOOR SALES AREA DENSITY: .20/1500 FILE NAME: TI8032W1 04-02-2008 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 102 103 Q 73.22 2.185 BN4 L 16.00 C=120 PT 59.97 (103) F=0 F 0.00 PE 0.00 T 16.00 0.0403 PF 0.64 PT 60.61 (102) 102 202 1.049 L 18.00 C=120 PT 27.66 (202) Q 73.62 F=T F 5.00 PE -0.40 DR T 23.00 1.4503 PF 33.36 101 102DQ 73.22 2.185 L 18.00 C=120 PT 60.62 (102) Q 146.84 F=3E F 21.00 PE 0.43 BN4 T 39.00 0.1459 PF 5.69 PT 66.74 (101) 101 201 1.049 L 32.00 C=120 PT 22.91 (201) Q 67.01 F=T F 5.00 PE -1.27 DR T 37.00 1.2187 PF 45.09 18 101DQ 146.84 2.185 L 42.50 C=120 PT 66.73 (101) Q 213.86 F=T F 14.00 PE 0.00 BN4 T 56.50 0.2926 PF 16.53 8 18 2.185 L 3.29 C=120 PT 83.26 ( 18) Q 213.86 F=T,E F 21.00 PE -1.16 BN4 T 24.29 0.2926 PF 7.11 PT 89.21 ( 8) 8 9 4.260 L 19.00 C=120 PT 88.12 ( 9) Q 268.84 F=0/2E F 26.00 PE 0.32 FM T 45.00 0.0173 PF 0.78 4 8DQ 213.86 4.260 L 121.67 C=120 PT 89.22 ( 8) Q 482.69 F=T/2E F 52.00 PE 0.68 FM T 173.67 0.0511 PF 8.87 3 4 6.357 L 136.58 C=120 PT 98.77 ( 4) Q 482 69 F=T,BFY,9E/BFY,3E F 280.00 PE 13.87 FR T 416.58 0.0073 PF 3.04 2 3 Q 482.69 10.200 L 26.00 C=120 PT 115.68 ( 3) F=2E/BFY,2E F 98.20 PE 0.00 FM1 T 124.20 0.0007 PF 0.09 1 2 10.200 L 0.01 C=120 PT 115.77 ( 2) Q 482.69 F=0 F 0.00 PE 5.00 MA T 0.01 0.0007 PF 0.00 COMMENT: 11.54 FT OF SLOPE ADDED TO REPRESENT A 5 PSI LOSS COMMENT: THROUGH A 10 INCH WILKINS 350DA SUBMITTAL SERIAL NO:2244HY1 BORDERS BOOKS TI @ SOUTH CENTER MALL 2ND FLOOR SALES AREA DENSITY: .20/1500 FILE NAME: TI8032W1 04-02-2008 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 0 1 10.275 L 246.50 C=140 PT 120.77 ( 1) Q 482.69 F=0 F 0.00 PE 0.00 UN1 T 246.50 0.0005 PF 0.12 PT 120.89 ( 0) SMITH FIRE SYSTEMS, INC. JOB NO. TI -8032 BORDERS BOOK T.I. SOUTHCENTER MALL SYSTEM # 1 WET SYSTEM AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: 0.20 GPM / 1500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 399.49 GPM AT 102.54 PSI AUXILIARY SUBMITTAL SERIAL NO:2244HY1 BORDERS BOOKS TI @ SOUTH CENTER MALL 2ND FLOOR SALES AREA DENSITY: .20/1500 FILE NAME: TI8032W4 18 x 18 SPACING FLOW TEST RESULTS Water Supply STATIC 140.00 PSI RESIDUAL 20.00 PSI @ 10900.00 GPM CITY PRESSURE AVAILABLE AT 649.5 GPM 139.35 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 401 402 403 404 405 406 66.97 65.50 65.00 68.51 67.02 66.49 65.00 65.00 65.00 65.00 65.00 65.00 14.00 14.00 14.00 14.00 14.00 14.00 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 304 TO 404 22.88 21.89 21.56 23.95 22.91 22.56 399.49 GPM 250.00 GPM 649.49 GPM 107.73 PSI 0.00 PSI 25.43 FPS 04-02-2008 PAGE 1 AUXILIARY SUBMITTAL SERIAL NO:2244HY1 BORDERS BOOKS TI @ SOUTH CENTER MALL 2ND FLOOR SALES AREA DENSITY: .20/1500 FILE NAME: TI8032W4 18 x 18 SPACING 04-02-2008 PAGE 2 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 303 403 65.00 18.00 5.0 1.049 DR 1.152 -0.40 47.65 21.56 302 303 65.00 18.79 14.0 2.185 BN4 0.032 -0.34 48.37 47.65 306 406 66.49 18.00 5.0 1.049 DR 1.201 -0.40 49.79 22.56 305 306 66.49 18.79 14.0 2.185 BN5 0.034 -0.34 50.56 49.79 305 405 67.02 18.00 5.0 1.049 DR 1.219 -0.40 50.54 22.91 304 305 133.51 18.00 0.0 2.185 BN5 0.122 0.00 52.74 50.54 304 404 68.51 18.00 5.0 1.049 DR 1.270 -0.40 52.75 23.95 19 304 202.02 65.00 14.0 2.185 BN5 0.263 0.00 73.55 52.75 9 19 202.02 3.04 21.0 2.185 BN5 0.263 -1.05 78.83 73.55 302 402 65.50 18.00 5.0 1.049 DR 1.168 -0.40 48.36 21.89 301 302 130.50 18.00 0.0 2.185 BN4 0.117 0.00 50.47 48.36 301 401 66.97 18.00 5.0 1.049 DR 1.217 -0.40 50.48 22.88 18 301 197.47 66.00 28.0 2.185 BN4 0.252 0.43 74.64 50.48 8 18 197.47 3.29 21.0 2.185 BN4 0.252 -1.16 79.61 74.64 8 9 202.02 19.00 26.0 4.260 FM2 0.010 0.32 79.62 78.84 4 8 399.49 121.67 52.0 4.260 FM 0.036 0.68 86.55 79.62 3 4 399.49 136.58 280.0 6.357 FR 0.005 13.87 102.54 86.55 2 3 399.49 26.00 98.2 10.200 FM1 0.001 0.00 102.60 102.54 1 2 399.49 0.01 0.0 10.200 MA 0.001 5.00 107.60 102.60 COMMENT: 11.54 FT OF SLOPE ADDED TO REPRESENT A 5 PSI LOSS COMMENT: THROUGH A 10 INCH WILKINS 350DA 0 1 399.49 246.50 46.0 10.275 UN1 0.000 0.00 107.72 107.60 Tol-Brace Seismic Calculations 1 OF 4 Project Address: THE CONTAINER STORE . COOPER B-Line WESTFIELD MALL OTOLCCI TUKWILA, WA • Job # . Calculations based on 2010 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 28' 0" (8.53 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7 0" (2.13 m) Fig.1000 Clamp 1425 lbs (646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1955 lbs (887 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading 'Please Least Rad. Gyration 0.42" (11 mm) Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. of UR Value 200 Assembly Detail Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.7 TOLCO Fig 828 .j 1 Fastener Information TOLCO Fig980 TIIi�i Fastener Orientation NFPA Type B •� Maximum Load 1425 lbs (646 kg) Diameter N/A TOLCO Fig 1000 Length N/A Type Fig.828 Along Beam Brace Identification on Plans LATERAL BRACE #1 Orientation of Brace Lateral Braced Pipe: 4" Sch.10 Steel Pipe Load Information Size and Type of Pipe don t... Total Length Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 1c cent 04, 28ft (8.5 m) 231 lbs (105 kg) 2" Sch.10 Steel Pipe (50.8 mm) ° �Il. �l• 120ft (36.6 m) 354 lbs (161 kg) 1" Sch.10 Steel Pipe (25.4 mm) . �d• .� ��fi r - 30ft (9.1 m) 38 lbs (17 kg) z104waELii j,., J, Percentage added for Fittings and Sprinklers 15% 94 lbs (42.64 kg) Total Adjusted Load of all pipe within Zone of Influence 717 lbs (325 kg) {Tol-Brace Version 7) Tol-Brace Seismic Calculations THE CONTAINER STORE WESTFIELD MALL Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job#. LATERAL BRACE #1 NFPA Type B 4" Sch.10 Steel Pipe 28' 0" (8.53 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° Fig.828 Along Beam N/A Summary of Pipe within Zone of Influence 2 OF 4 COOPER B-line @TOLCD 4" Sch.10 Steel Pipe (101.6 mm) 28ft (8.5 m) 2" Sch.10 Steel Pipe (50.8 mm) 120ft (36.6 m) 1" Sch.10 Steel Pipe (25.4 mm) 30ft (9.1 m) G -Factor Used 0.7 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.1000 Clamp Fig.980 Universal Swivel Structural Member 15% 717 lbs (325 kg) 1310 lbs (594 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) 1955 lbs (887 kg) STEEL WIDE FLANGE BEAM Calculations prepared by CO 'The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations 3 OF 4 Project Address: THE CONTAINER STORE COOPER B -Line WESTFIELD MALL eiTOLCD TUKWILA, WA • Job # . Calculations based on 2010 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 46' 0" (14.02 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig.4A Clamp 1425 lbs (646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1955 lbs (887 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading *Please Least Rad. Gyration 0.42" (11 mm) Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. of L/R Value 200 Assembly Detail 1310 lbs (594 kg) Max Horizontal Load TOLCO FIG 828 j i Force Factor (Cp) 0.7 "ice Fastener Information Fastener Orientation NFPA Type B �✓ *, TOLCO FIG 980 Maximum Load 1425 lbs (646 kg) TOLCO FIG 4A Diameter N/A `i/ Length N/A 0 Type Fi..828 Across Beam Brace Identification on Plans LONGITUDINAL BRACE #2 Orientation of Brace Longitudinal Braced Pipe: 4" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 46ft (14 m) 379 lbs (172 kg) Percentage added for Fittings and Sprinklers 15% 57 lbs (25.86 kg) Total Adjusted Load of all pipe within Zone of Influence 436 lbs (198 kg) (Tol-Brace Version 7} ToI-Brace Seismic Calculations THE CONTAINER STORE WESTFIELD MALL Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job #. LONGITUDINAL BRACE #2 NFPA Type B 4" Sch.10 Steel Pipe 46' 0" (14.02 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 45° Fig.828 Across Beam N/A Summary of Pipe within Zone of Influence 4 OF 4 Can B -Line ®TOLCD 4" Sch.10 Steel Pipe (101.6 mm) I46ft(14m) G -Factor Used 0.7 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.4A Clamp Fig.980 Universal Swivel Structural Member 15% 436 lbs (198 kg) 1310 lbs (594 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) 1955 lbs (887 kg) STEEL WIDE FLANGE BEAM Calculations prepared by CO *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Rev 2 10/16/13 Hydraulic Calculations Sheet 1 of 96 for Project Name: CONTAINER STORE - SALES FLOOR Design: Remote Area Number: 1 Density: 0.40 gpm/sq.ft. Area of application: 2000 square feet Coverage per sprinkler: 100 S.F MAX Type of sprinklers calculated: K=11.2 No. of sprinklers calculated: 26 heads Hose streams: 500.0 gpm Outside Hose Total water required: Including hose streams Date 10/16/13 Job: CONT -GRD 101.23 psi Q 1592.8 gpm @ Supply 114.95 psi available @ 1592.8 gpm Below curve by 13.72 psi for Remote Area 1 Type of System: Wet Water Supply Information: 120.00 psi Static, 20.00 psi Residual @ 8000.0 gpm Name of Contractor: CROWN FIRE PROTECTION Address: BOTHELL, WASHINGTON Phone Number: Program: 'HydroCalc' by Micro Space Systems stock room calcs: sheet #27 remote area #4: sheet #62 www.MicroSpaceSystems.com O Pressure CPU) SSE q� il l 8 O t l "" g.1 31:101S 1:13Nro1NNO3 CONTAINER STORE - SALES FLOOR CROWN FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow B26 Wilkens Model 350A Double Check Valve Assy. GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only FH4 FLEX HEAD - 4' Description of Other abbreviations Code Description AO Arm -over DR Drop PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction A.5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 3 CONTAINER STORE - SALES FLOOR Sheet 4 Remote areas are selected by allowing specified nodes to flow for the designated remote area. Nodes not specified will have no flow exiting those nodes within the designated remote area. All nodes within the entire system follow this rule, both within the grid and within any other calculated sections. Remote area number 1 includes nodes: 1 4-11 16-20 24-29 34-38 Remote area number 2 includes nodes: 1 7-11 18-21 26-30 36-40 44-47 81-87 CONTAINER STORE - SALES FLOOR Sheet 5 Grid Node Analysis Remote Area #1 Remote Area Summary BL Split Split Demand @ BOR Demand @ Supply RA No Head Press Press Flow Press Flow Pressure Breakdown 1 1 7 27.25 93.05 1092.8 101.23 1592.8 Split Pressure= 27.25 2 18 33.51 Grid Loss = 23.01 3 26 31.94 Avail @ Supply= 114.95 4 36 34.91 Below Curve = 13.72 2 1 9 27.25 89.16 1122.9 97.76 1622.9 Split Pressure= 27.25 2 20 30.36 Grid Loss = 17.69 3 28 27.64 Avail @ Supply= 114.77 4 38 28.42 Below Curve = 17.01 5 45 29.55 Most demanding Remote Area is area number 1 Sheet 6 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 1 DR1 1.080 3.00 0 0 11.4 12.760 -2.000 0.0 120 32 1T,1FH4 2 GP 4.260 9.00 14 3 0.000 0.000 0.0 120 32 3 GL1 2.157 28.00 3 4 N 0.000 17.500 0.0 120 32 3E,2T 4 GL1 2.157 7.00 4 5 N DR1 0.000 16.000 0.0 120 32 5 GL1 2.157 8.00 5 6 N DR1 0.000 16.000 0.0 120 32 6 GL1 2.157 3.00 6 7 N DR1 0.000 16.000 0.0 120 32 7 GL1 2.157 9.00 7 8 N DR1 0.000 16.000 0.0 120 32 8 GL1 2.157 1.00 8 9 N DR1 0.000 16.000 0.0 120 32 9 GL1 2.157 13.00 9 10 N DR1 0.000 16.000 0.0 120 32 1E 10 GL1 2.157 2.00 10 11 N DR1 0.000 16.000 0.0 120 32 11 GL1 2.157 6.00 11 12 N DR1 DR1 0.000 16.000 0.0 120 32 1T,1E 12 GS 4.260 2.50 12 21 N 0.000 16.000 0.0 120 32 13 GP 4.260 10.00 23 14 0.000 0.000 0.0 120 32 14 GL2 2.157 6.00 14 15 N 0.000 17.500 0.0 120 32 1T,1E 15 GL2 2.157 21.00 15 16 N DR1 0.000 16.000 0.0 120 32 1E 16 GL2 2.157 9.00 16 17 N DR1 0.000 16.000 0.0 120 32 17 GL2 2.157 10.00 17 18 N DR1 0.000 16.000 0.0 120 32 18 GL2 2.157 10.00 18 19 N DR1 0.000 16.000 0.0 120 32 19 GL2 2.157 10.00 19 20 N DR1 0.000 16.000 0.0 120 32 20 GL2 2.157 8.00 20 21 N DR1 0.000 16.000 0.0 120 32 2T,1E 21 GS 4.260 18.00 21 31 N AO1 0.000 16.000 0.0 120 32 2VE 22 GP 4.260 12.00 33 23 0.000 0.000 0.0 120 32 23 GL3 2.157 28.00 23 24 N 0.000 17.500 0.0 120 32 2T,1E 24 GL3 2.157 6.00 24 25 N DR1 0.000 16.000 0.0 120 32 25 GL3 2.157 11.00 25 26 N DR1 0.000 16.000 0.0 120 32 26 GL3 2.157 17.00 26 27 N DR1 0.000 16.000 0.0 120 32 3E 27 GL3 2.157 7.00 27 28 N DR1 0.000 16.000 0.0 120 32 28 GL3 2.157 8.00 28 29 N DR1 0.000 16.000 0.0 120 32 29 GL3 2.157 7.00 29 30 N DR1 0.000 16.000 0.0 120 32 1T 30 GN3 2.157 2.00 30 31 N AO2 0.000 16.000 0.0 120 32 1T,1E 31 GS 4.260 14.00 31 41 N 0.000 15.500 0.0 120 32 32 GP 4.260 11.00 43 33 0.000 0.000 0.0 120 32 33 GL4 2.157 24.00 33 34 N 0.000 17.500 0.0 120 32 2T,1E Sheet 7 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 34 GL4 2.157 10.00 34 35 N DR1 0.000 15.000 0.0 120 32 35 GL4 2.157 6.00 35 36 N DR1 0.000 15.000 0.0 120 32 36 GL4 2.157 16.00 36 37 N DR1 0.000 15.000 0.0 120 32 2E 37 GL4 2.157 10.00 37 38 N DR1 0.000 16.000 0.0 120 32 38 GL4 2.157 9.00 38 39 N DR1 0.000 16.000 0.0 120 32 39 GL4 2.157 5.00 39 40 N DR1 0.000 16.000 0.0 120 32 40 GN4 2.157 2.00 40 41 N A03 0.000 16.000 0.0 120 32 1T,1E 41 GS 4.260 8.50 41 48 N 0.000 15.500 0.0 120 32 42 GP 4.260 10.50 50 43 0.000 0.000 0.0 120 32 43 GL5 2.157 58.00 43 44 N 0.000 17.500 0.0 120 32 3T,2T 44 GL5 2.157 10.00 44 45 N DR1 0.000 16.000 0.0 120 32 45 GL5 2.157 9.00 45 46 N DR1 0.000 16.000 0.0 120 32 46 GL5 2.157 3.00 46 47 N DR1 0.000 16.000 0.0 120 32 47 GN5 2.157 2.00 47 48 N AO4 0.000 16.000 0.0 120 32 1T,1E 48 GS 4.260 11.50 48 51 N 0.000 15.500 0.0 120 32 49 GP 4.260 7.50 53 50 0.000 0.000 0.0 120 32 50 GL 2.157 84.00 50 51 N 0.000 17.500 0.0 120 32 5E,4T 51 GS 4.260 9.50 51 54 N 0.000 15.500 0.0 120 32 52 GP 4.260 6.00 56 53 0.000 0.000 0.0 120 32 53 GL 2.157 80.00 53 54 N 0.000 17.500 0.0 120 32 2T,2E 54 GS 4.260 6.00 54 57 N 0.000 15.500 0.0 120 32 55 GP 4.260 10.00 61 56 0.000 0.000 0.0 120 32 56 GL 2.157 82.00 56 57 N 0.000 17.500 0.0 120 32 4T,4E 57 GS 4.260 12.00 57 62 N 0.000 15.500 0.0 120 32 58 GP 4.260 4.00 64 59 0.000 0.000 0.0 120 32 59 GP 4.260 3.00 59 60 N 0.000 17.500 0.0 120 32 60 GP 4.260 4.00 60 61 N 0.000 17.500 0.0 120 32 61 GL 2.157 82.00 61 62 N 0.000 17.500 0.0 120 32 4T,4E 62 GS 4.260 9.00 62 65 N 0.000 15.500 0.0 120 32 63 GP 4.260 16.00 67 64 0.000 0.000 0.0 120 32 2VE 64 GL 2.157 82.00 64 65 N 0.000 17.500 0.0 120 32 3T,3E 65 GS 4.260 11.00 65 68 N 0.000 15.500 0.0 120 32 Sheet 8 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 66 GP 4.260 6.00 71 67 0.000 0.000 0.0 120 32 67 GL 2.157 80.00 67 68 N 0.000 16.000 0.0 120 32 4T,4E 68 GS 4.260 8.00 68 72 N 0.000 15.500 0.0 120 32 69 GP 4.260 6.00 69 70 N 0.000 16.000 0.0 120 32 70 GP 4.260 2.50 70 71 N 0.000 16.000 0.0 120 32 71 GL 3.260 78.00 71 72 N 0.000 16.000 0.0 120 32 2T,2E 72 GS 4.260 6.00 72 73 N 0.000 15.500 0.0 120 32 73 GL 2.157 80.00 73 69 N 0.000 15.500 0.0 120 32 6E,2T 75 BU 4.260 3.50 69 0 0.000 0.000 0.0 120 32 76 BU 4.260 23.00 0 0 0.000 0.000 0.0 120 32 1VT 77 BU 6.357 145.00 0 0 0.000 16.000 0.0 120 32 8VE 78 RI 6.357 12.00 0 0 BU 0.000 19.000 0.0 120 32 1B26,2T 79 UG 5.890 150.00 0 0 RI 0.000 0.000 0.0 140 16 2UT1,1GV,4UE 80 UG 5.890 0.00 0 0 0.000 0.000 500.0 140 16 81 A01 2.157 5.00 0 0 DR1 0.000 0.000 0.0 120 16 2T 82 A02 2.157 2.00 0 0 DR1 0.000 0.000 0.0 120 16 83 A02 2.157 4.00 0 0 DR1 0.000 0.000 0.0 120 16 1T 84 A03 2.157 3.00 0 0 DR1 0.000 0.000 0.0 120 16 85 A03 2.157 6.00 0 0 DR1 0.000 0.000 0.0 120 16 1T 86 A04 2.157 5.00 0 0 DR1 0.000 0.000 0.0 120 16 87 A04 2.157 5.00 0 0 DR1 0.000 0.000 0.0 120 16 1T Sheet 9 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 L 3.0 PT 12.76 1 40.7=11.40(12.76)A.5 F 33.5 PE -0.87 (EL= -2.0 ft) 1 40.7 1.080 1T 1FH4 T 36.5 0.42079 PF 15.36 14.3 PT 27.25 4 B1 Jct K -factor for drop 1 = 40.7/(27.25)A.5 = 7.80 at Hyd Ref Pts 4 5 6 7 8 9 10 11 16 17 18 19 20 24 25 26 27 28 29 34 35 36 37 38 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Grid Node Analysis Remote Area #1 Discharge Pressure Outlet Node (gpm) (psi) K -Value Source Sheet 10 Elevation (ft) Comments 3 - 38.76 17.50 4 41.4 28.15 K= 7.80 DR1 16.00 5 40.9 27.55 K= 7.80 DR1 16.00 6 40.7 27.26 K= 7.80 DR1 16.00 7 40.7 27.25 K= 7.80 DR1 16.00 Split: Line 1 8 40.7 27.27 K= 7.80 DR1 16.00 9 40.7 27.29 K= 7.80 DR1 16.00 10 41.7 28.67 K= 7.80 DR1 16.00 11 83.9 28.95 K=15.59 DR1 + DR1 16.00 12 - 37.16 16.00 14 - 38.81 17.50 15 - 36.86 16.00 16 45.4 33.98 K= 7.80 DR1 16.00 17 45.2 33.58 K= 7.80 DR1 16.00 18 45.1 33.51 K= 7.80 DR1 16.00 Split: Line 2 19 45.1 33.53 K= 7.80 DR1 16.00 20 45.4 33.85 K= 7.80 DR1 16.00 21 - 37.19 16.00 23 - 38.98 17.50 24 44.4 32.43 K= 7.80 DR1 16.00 25 44.2 32.09 K= 7.80 DR1 16.00 26 44.1 31.94 K= 7.80 DR1 16.00 Split: Line 3 27 44.1 31.94 K= 7.80 DR1 16.00 28 44.2 32.08 K= 7.80 DR1 16.00 29 44.5 32.60 K= 7.80 DR1 16.00 30 - 35.21 16.00 31 - 38.20 15.50 33 - 39.41 17.50 34 46.3 35.29 K= 7.80 DR1 15.00 35 46.1 34.94 K= 7.80 DR1 15.00 36 46.1 34.91 K= 7.80 DR1 15.00 Split: Line 4 37 45.9 34.66 K= 7.80 DR1 16.00 38 46.2 35.07 K= 7.80 DR1 16.00 39 - 36.01 16.00 40 - 36.52 16.00 41 - 38.87 15.50 43 - 40.03 17.50 44 - 39.64 16.00 45 - 39.55 16.00 46 - 39.47 16.00 Sheet 11 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Grid Node Analysis Remote Area #1 Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 47 48 50 51 53 54 56 57 59 60 61 62 64 65 67 68 69 70 71 72 73 (1092.8) 39.45 39.48 40.69 40.24 41.21 40.80 41.68 41.11 43.19 42.90 42.53 41.67 43.56 42.02 47.81 42.38 50.26 Feed Jct 49.06 48.57 42.56 42.57 16.00 15.50 17.50 15.50 17.50 15.50 17.50 15.50 17.50 17.50 17.50 15.50 17.50 15.50 16.00 15.50 16.00 16.00 16.00 15.50 15.50 Sheet 12 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Grid Pipe Information Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 2 4.260 9.0 9.0 0.00 -148.3 0.0058 0.05 3.3 14 3 38.81 38.76 3 2.157 28.0 71.1 1.50 -148.3 0.1583 11.26 13.0 3 4 38.76 28.15 Fit= 43.1 3E 2T 4 2.157 7.0 7.0 0.00 -107.0 0.0865 0.61 9.4 4 5 28.15 27.55 5 2.157 8.0 8.0 0.00 -66.0 0.0354 0.28 5.8 5 6 27.55 27.26 6 2.157 3.0 3.0 0.00 -25.3 0.0060 0.02 2.2 6 7 27.26 27.25 7 2.157 9.0 9.0 0.00 15.4 0.0024 0.02 1.3 7 8 27.25 27.27 8 2.157 1.0 1.0 0.00 56.1 0.0262 0.03 4.9 8 9 27.27 27.29 9 2.157 13.0 19.2 0.00 96.8 0.0719 1.38 8.5 9 10 27.29 28.67 Fit= 6.2 1E 10 2.157 2.0 2.0 0.00 138.6 0.1395 0.28 12.2 10 11 28.67 28.95 11 2.157 6.0 24.5 0.00 222.4 0.3351 8.21 19.5 11 12 28.95 37.16 Fit= 18.5 1T 1E 12 4.260 2.5 2.5 0.00 222.4 0.0122 0.03 5.0 12 21 37.16 37.19 13 4.260 10.0 10.0 0.00 -267.7 0.0172 0.17 6.0 23 14 38.98 38.81 14 2.157 6.0 24.5 1.50 -119.4 0.1060 2.60 10.5 14 15 38.81 36.86 Fit= 18.5 1T 1E 15 2.157 21.0 27.2 0.00 -119.4 0.1060 2.88 10.5 15 16 36.86 33.98 Fit= 6.2 1E 16 2.157 9.0 9.0 0.00 -74.0 0.0437 0.39 6.5 16 17 33.98 33.58 17 2.157 10.0 10.0 0.00 -28.8 0.0076 0.08 2.5 17 18 33.58 33.51 18 2.157 10.0 10.0 0.00 16.3 0.0027 0.03 1.4 18 19 33.51 33.53 19 2.157 10.0 10.0 0.00 61.5 0.0310 0.31 5.4 19 20 33.53 33.85 20 2.157 8.0 38.8 0.00 106.8 0.0863 3.35 9.4 20 21 33.85 37.19 Fit= 30.8 2T 1E 21 4.260 18.0 31.4 0.50 329.3 0.0252 0.79 7.4 21 31 37.19 38.20 Fit= 13.4 2VE Sheet 13 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Grid Pipe Information Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 22 4.260 12.0 12.0 0.00 -396.8 0.0356 0.43 8.9 33 23 39.41 38.98 23 2.157 28.0 58.8 1.50 -129.1 0.1225 7.20 11.3 23 24 32.98 32.43 Fit= 30.8 2T 1E 24 2.157 6.0 6.0 0.00 -84.7 0.0562 0.34 7.4 24 25 32.43 32.09 25 2.157 11.0 11.0 0.00 -40.5 0.0144 0.16 3.6 25 26 32.09 31.94 26 2.157 17.0 35.5 0.00 3.5 0.0002 0.01 0.3 26 27 31.94 31.94 Fit= 18.5 3E 27 2.157 7.0 7.0 0.00 47.6 0.0193 0.14 4.2 27 28 31.94 32.08 28 2.157 8.0 8.0 0.00 91.7 0.0651 0.52 8.1 28 29 32.08 32.60 29 2.157 7.0 19.3 0.00 136.2 0.1353 2.61 12.0 29 30 32.60 35.21 Fit= 12.3 1T 30 2.157 2.0 20.5 0.50 136.2 0.1353 2.77 12.0 30 31 35.21 38.20 Fit= 18.5 1T 1E 31 4.260 14.0 14.0 0.00 465.5 0.0478 0.67 10.5 31 41 38.20 38.87 32 4.260 11.0 11.0 0.00 -509.3 0.0564 0.62 11.5 43 33 40.03 39.41 33 2.157 24.0 54.8 2.50 -112.5 0.0949 5.20 9.9 33 34 39.41 35.29 Fit= 30.8 2T 1E 34 2.157 10.0 10.0 0.00 -66.2 0.0356 0.36 5.8 34 35 35.29 34.94 35 2.157 6.0 6.0 0.00 -20.1 0.0039 0.02 1.8 35 36 34.94 34.91 36 2.157 16.0 28.3 -1.00 26.0 0.0063 0.18 2.3 36 37 34.91 34.66 Fit= 12.3 2E 37 2.157 10.0 10.0 0.00 71.9 0.0414 0.41 6.3 37 38 34.66 35.07 38 2.157 9.0 9.0 0.00 118.0 0.1038 0.93 10.4 38 39 35.07 36.01 39 2.157 5.0 5.0 0.00 118.0 0.1038 0.52 10.4 39 40 36.01 36.52 40 2.157 2.0 20.5 0.50 118.0 0.1038 2.13 10.4 40 41 36.52 38.87 Fit= 18.5 1T 1E 41 4.260 8.5 8.5 0.00 583.5 0.0725 0.62 13.1 41 48 38.87 39.48 Sheet 14 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Grid Pipe Information Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 42 4.260 10.5 10.5 0.00 -540.3 0.0629 0.66 12.2 50 43 90.69 40.03 43 2.157 58.0 119.5 1.50 -30.9 0.0087 1.04 2.7 43 44 40.03 39.64 Fit= 61.5 3T 2T 44 2.157 10.0 10.0 0.00 -30.9 0.0087 0.09 2.7 44 45 39.64 39.55 45 2.157 9.0 9.0 0.00 -30.9 0.0087 0.08 2.7 45 46 39.55 39.47 46 2.157 3.0 3.0 0.00 -30.9 0.0087 0.03 2.7 46 47 39.47 39.45 47 2.157 2.0 20.5 0.50 -30.9 0.0087 0.18 2.7 47 48 39.45 39.48 Fit= 18.5 1T 1E 48 4.260 11.5 11.5 0.00 552.6 0.0656 0.75 12.4 48 51 39.48 40.24 49 4.260 7.5 7.5 0.00 -569.9 0.0694 0.52 12.8 53 50 41.21 40.69 50 2.157 84.0 164.0 2.00 -29.6 0.0080 1.32 2.6 50 51 40.69 40.24 Fit= 80.0 5E 4T 51 4.260 9.5 9.5 0.00 523.0 0.0592 0.56 11.8 51 54 40.24 40.80 52 4.260 6.0 6.0 0.00 -604.8 0.0775 0.47 13.6 56 53 41.68 41.21 53 2.157 80.0 116.9 2.00 -34.9 0.0109 1.28 3.1 53 54 41.21 40.80 Fit= 36.9 2T 2E 54 4.260 6.0 6.0 0.00 488.0 0.0521 0.31 11.0 54 57 40.80 41.11 55 4.260 10.0 10.0 0.00 -636.6 0.0852 0.85 14.3 61 56 42.53 41.68 56 2.157 82.0 155.8 2.00 -31.8 0.0092 1.43 2.8 56 57 41.68 41.11 Fit= 73.8 4T 4E 57 4.260 12.0 12.0 0.00 456.2 0.0460 0.55 10.3 57 62 41.11 41.67 58 4.260 4.0 4.0 0.00 -671.8 0.0942 0.38 15.1 64 59 43.56 43.19 59 4.260 3.0 3.0 0.00 -671.8 0.0942 0.28 15.1 59 60 43.19 42.90 60 4.260 4.0 4.0 0.00 -671.8 0.0942 0.38 15.1 60 61 42.90 42.53 61 2.157 82.0 155.8 2.00 -35.2 0.0111 1.73 3.1 61 62 42.53 41.67 Fit= 73.8 4T 4E Sheet 15 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Grid Pipe Information Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 62 4.260 9.0 9.0 0.00 421.0 0.0397 0.36 9.5 62 65 41.67 42.02 63 4.260 16.0 33.9 -1.50 -717.0 0.1062 3.60 16.1 67 64 47.81 43.56 Fit= 17.9 2VE 64 2.157 82.0 137.4 2.00 -45.1 0.0175 2.41 4.0 64 65 43.56 42.02 Fit= 55.4 3T 3E 65 4.260 11.0 11.0 0.00 375.9 0.0322 0.35 8.5 65 68 42.02 42.38 66 4.260 6.0 6.0 0.00 -784.3 0.1254 0.75 17.7 71 67 48.57 47.81 67 2.157 80.0 153.8 0.50 -67.4 0.0368 5.65 5.9 67 68 47.81 42.38 Fit= 73.8 4T 4E 68 4.260 8.0 8.0 0.00 308.5 0.0223 0.18 6.9 68 72 42.38 42.56 69 4.260 6.0 6.0 0.00-1008.3 0.1996 1.20 22.7 69 70 50.26 49.06 70 4.260 2.5 2.5 0.00-1008.3 0.1996 0.50 22.7 70 71 49.06 48.57 71 3.260 78.0 137.1 0.50 -224.0 0.0454 6.23 8.6 71 72 48.57 42.56 Fit= 59.1 2T 2E 72 4.260 6.0 6.0 0.00 84.5 0.0020 0.01 1.9 72 73 42.56 42.57 73 2.157 80.0 141.5 -0.50 84.5 0.0559 7.91 7.4 73 69 42.57 50.26 Fit= 61.5 6E 2T Sheet 16 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 L 3.5 PT 50.26 69 Grid Jct 1092.8=154.14(50.26)'.5 F 0.0 PE 0.00 75 1092.8 4.260 T 3.5 0.23159 PF 0.81 24.6 L 23.0 PT 51.07 76 F 21.1 PE 0.00 76 1092.8 4.260 1VT T 44.1 0.23159 PF 10.21 24.6 L 145.0 PT 61.29 77 F 100.6 PE 6.93 (EL= 16.0 ft) 77 1092.8 6.357 8VE T 245.6 0.03297 PF 8.10 11.0 PT 76.31 78 Top of Riser Riser C = 120 L 12.0 PT 76.31 78 Top of Riser F 75.4 PE 8.23 (EL= 19.0 ft) 78 1092.8 6.357 1B26 2T T 87.4 0.03297 PF 8.51 11.0 1B26 = 5.63# PT 93.05 79 B.O.R. Under ground C = 140 L 150.0 PT 93.05 79 B.O.R. F 77.5 PE 0.00 79 1092.8 5.890 2UT1 1GV T 227.5 0.03595 PF 8.18 12.9 4UE L 0.0 PT 101.23 80 500.0 gpm = Hose F 0.0 PE 0.00 80 1592.8 5.890 T 0.0 0.00000 PF 0.00 18.8 PT 101.23 81 Supply Jct Available flow at 101.23 psi is 3238.7 gpm which is 1645.9 gpm from curve. Supply pressure available with 1592.8 gpm flowing is 114.95 psi, thus system requirement is 13.72 psi below supply curve. (11.9%) CONTAINER STORE - SALES FLOOR Sheet 17 Supply Analysis Remote Area #1 Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure 81 120.00 20.00 8000.0 114.95 1592.8 101.23 Node Analysis Remote Area #1 Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 1 30.00 Orif=11.40 3 33.50 4 32.00 5 32.00 6 32.00 7 32.00 8 32.00 9 32.00 10 32.00 11 32.00 12 32.00 14 33.50 15 32.00 16 32.00 17 32.00 18 32.00 19 32.00 20 32.00 21 32.00 23 33.50 24 32.00 25 32.00 26 32.00 27 32.00 28 32.00 29 32.00 30 32.00 31 31.50 33 33.50 34 31.00 35 31.00 36 31.00 37 32.00 38 32.00 39 32.00 40 32.00 41 31.50 43 33.50 12.76 38.76 28.15 27.55 27.26 27.25 27.27 27.29 28.67 28.95 37.16 38.81 36.86 33.98 33.58 33.51 33.53 33.85 37.19 38.98 32.43 32.09 31.94 31.94 32.08 32.60 35.21 38.20 39.41 35.29 34.94 34.91 34.66 35.07 36.01 36.52 38.87 40.03 40.7 Split: Line 1 Split: Line 2 Split: Line 3 Split: Line 4 CONTAINER STORE - SALES FLOOR Sheet 18 Node Analysis Remote Area #1 Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 44 32.00 45 32.00 46 32.00 47 32.00 48 31.50 50 33.50 51 31.50 53 33.50 54 31.50 56 33.50 57 31.50 59 33.50 60 33.50 61 33.50 62 31.50 64 33.50 65 31.50 67 32.00 68 31.50 69 32.00 Feed Jct 70 32.00 71 32.00 72 31.50 73 31.50 76 32.00 77 32.00 78 16.00 79 -3.00 80 -3.00 Hose 81 16.00 82 16.00 83 16.00 84 16.00 85 16.00 86 16.00 87 16.00 39.64 39.55 39.47 39.45 39.48 40.69 40.24 41.21 40.80 41.68 41.11 43.19 42.90 42.53 41.67 43.56 42.02 47.81 42.38 50.26 49.06 48.57 42.56 42.57 51.07 61.29 76.31 93.05 101.23 101.23 27.25 27.28 27.25 27.29 27.25 27.32 500.0 CONTAINER STORE - SALES FLOOR Sheet 19 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 1 30.00 11.40 40.7 1" 1T 1FH4 L 3.0 120 Pt 12.76 1 F 33.5 14.3 Pe -0.87 81 16.00 40.7 1.080 33.5 T 36.5 0.4208 Pf 15.36 DR1:K=7.80 14 33.50 4" L 9.0 120 Pt 38.81 2 F 0.0 3.3 Pe 0.00 3 33.50 -148.3 4.260 T 9.0 0.0058 Pf -0.05 3 3 33.50 4 32.00 2" 3E 2T L 28.0 120 Pt 38.76 F 43.1 13.0 Pe 0.65 -148.3 2.157 43.1 T 71.1 0.1583 Pf -11.26 4 32.00 7.80 [41.4] 2" L 7.0 120 Pt 28.15 DR1 4 F 0.0 9.4 Pe 0.00 5 32.00 -107.0 2.157 T 7.0 0.0865 Pf -0.61 5 32.00 7.80 [40.9] 2" L 8.0 120 Pt 27.55 DR1 5 F 0.0 5.8 Pe 0.00 6 32.00 -66.0 2.157 T 8.0 0.0354 Pf -0.28 6 32.00 7.80 [40.7] 2" L 3.0 120 Pt 27.26 DR1 6 F 0.0 2.2 Pe 0.00 7 32.00 -25.3 2.157 T 3.0 0.0060 Pf -0.02 7 32.00 7.80 [40.7] 2" L 9.0 120 Pt 27.25 DR1 7 F 0.0 1.3 Pe 0.00 8 32.00 15.4 2.157 T 9.0 0.0024 Pf 0.02 8 32.00 7.80 [40.7] 2" L 1.0 120 Pt 27.27 DR1 8 F 0.0 4.9 Pe 0.00 9 32.00 56.1 2.157 T 1.0 0.0262 Pf 0.03 9 9 32.00 7.80 [40.7] 2" 1E 10 32.00 96.8 2.157 L 13.0 120 Pt 27.29 DR1 F 6.2 8.5 Pe 0.00 6.2 T 19.2 0.0719 Pf 1.38 10 32.00 7.80 [41.7] 2" L 2.0 120 Pt 28.67 DR1 10 F 0.0 12.2 Pe 0.00 11 32.00 138.6 2.157 T 2.0 0.1395 Pf 0.28 11 11 32.00 15.59 [83.9] 2" 1T 1E L 6.0 120 Pt 28.95 DR1 + DR1 F 18.5 19.5 Pe 0.00 12 32.00 222.4 2.157 18.5 T 24.5 0.3351 Pf 8.21 CONTAINER STORE - SALES FLOOR Sheet 20 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 12 32.00 4" L 2.5 120 Pt 37.16 12 F 0.0 5.0 Pe 0.00 21 32.00 222.4 4.260 T 2.5 0.0122 Pf 0.03 23 33.50 4" L 10.0 120 Pt 38.98 13 F 0.0 6.0 Pe 0.00 14 33.50 -267.7 4.260 T 10.0 0.0172 Pf -0.17 14 14 33.50 15 32.00 2" 1T 1E L 6.0 120 Pt 38.81 F 18.5 10.5 Pe 0.65 -119.4 2.157 18.5 T 24.5 0.1060 Pf -2.60 15 15 32.00 2" lE 16 32.00 -119.4 2.157 L 21.0 120 Pt 36.86 F 6.2 10.5 Pe 0.00 6.2 T 27.2 0.1060 Pf -2.88 16 32.00 7.80 [45.4] 2" L 9.0 120 Pt 33.98 DR1 16 F 0.0 6.5 Pe 0.00 17 32.00 -74.0 2.157 T 9.0 0.0437 Pf -0.39 17 17 32.00 7.80 [45.2] 2" 18 32.00 -28.8 2.157 L 10.0 120 Pt 33.58 DR1 F 0.0 2.5 Pe 0.00 T 10.0 0.0076 Pf -0.08 18 18 32.00 7.80 [45.1] 2" 19 32.00 16.3 2.157 L 10.0 120 Pt 33.51 DR1 F 0.0 1.4 Pe 0.00 T 10.0 0.0027 Pf 0.03 19 19 32.00 7.80 [45.1] 2" 20 32.00 61.5 2.157 L 10.0 120 Pt 33.53 DR1 F 0.0 5.4 Pe 0.00 T 10.0 0.0310 Pf 0.31 20 32.00 7.80 [45.4] 2" 2T lE L 8.0 120 Pt 33.85 DR1 20 F 30.8 9.4 Pe 0.00 21 32.00 106.8 2.157 30.8 T 38.8 0.0863 Pf 3.35 21 21 32.00 31 31.50 4" 2VE L 18.0 120 Pt 37.19 F 13.4 7.4 Pe 0.22 329.3 4.260 13.4 T 31.4 0.0252 Pf 0.79 33 33.50 4" L 12.0 120 Pt 39.41 22 F 0.0 8.9 Pe 0.00 23 33.50 -396.8 4.260 T 12.0 0.0356 Pf -0.43 CONTAINER STORE - SALES FLOOR Sheet 21 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 23 23 33.50 24 32.00 2" 2T 1E L 28.0 120 Pt 38.98 F 30.8 11.3 Pe 0.65 -129.1 2.157 30.8 T 58.8 0.1225 Pf -7.20 24 24 32.00 7.80 [44.4] 2" 25 32.00 -84.7 2.157 L 6.0 120 Pt 32.43 DR1 F 0.0 7.4 Pe 0.00 T 6.0 0.0562 Pf -0.34 25 25 32.00 7.80 [44.2] 2" 26 32.00 -40.5 2.157 L 11.0 120 Pt 32.09 DR1 F 0.0 3.6 Pe 0.00 T 11.0 0.0144 Pf -0.16 26 32.00 7.80 [44.1] 2" 3E L 17.0 120 Pt 31.94 DR1 26 F 18.5 0.3 Pe 0.00 27 32.00 3.5 2.157 18.5 T 35.5 0.0002 Pf 0.01 27 32.00 7.80 [44.1] 2" L 7.0 120 Pt 31.94 DR1 27 F 0.0 4.2 Pe 0.00 28 32.00 47.6 2.157 T 7.0 0.0193 Pf 0.14 28 32.00 7.80 [44.2] 2" L 8.0 120 Pt 32.08 DR1 28 F 0.0 8.1 Pe 0.00 29 32.00 91.7 2.157 T 8.0 0.0651 Pf 0.52 29 32.00 7.80 [44.5] 2" 1T L 7.0 120 Pt 32.60 DR1 29 F 12.3 12.0 Pe 0.00 30 32.00 136.3 2.157 12.3 T 19.3 0.1353 Pf 2.61 30 30 32.00 31 31.50 2" 1T 1E L 2.0 120 Pt 35.21 F 18.5 12.0 Pe 0.22 136.3 2.157 18.5 T 20.5 0.1353 Pf 2.77 31 31.50 4" L 14.0 120 Pt 38.20 31 F 0.0 10.5 Pe 0.00 41 31.50 465.5 4.260 T 14.0 0.0478 Pf 0.67 43 33.50 4" L 11.0 120 Pt 40.03 32 F 0.0 11.5 Pe 0.00 33 33.50 -509.3 4.260 T 11.0 0.0564 Pf -0.62 33 33 33.50 34 31.00 2" 2T 1E L 24.0 120 Pt 39.41 F 30.8 9.9 Pe 1.08 -112.5 2.157 30.8 T 54.8 0.0949 Pf -5.20 CONTAINER STORE - SALES FLOOR Sheet 22 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 34 34 31.00 7.80 [46.3] 2" 35 31.00 -66.2 2.157 L 10.0 120 Pt 35.29 DR1 F 0.0 5.8 Pe 0.00 T 10.0 0.0356 Pf -0.36 35 35 31.00 7.80 [46.1] 2" 36 31.00 -20.1 2.157 L 6.0 120 Pt 34.94 DR1 F 0.0 1.8 Pe 0.00 T 6.0 0.0039 Pf -0.02 36 31.00 7.80 [46.1] 2" 2E L 16.0 120 Pt 34.91 DR1 36 F 12.3 2.3 Pe -0.43 37 32.00 26.0 2.157 12.3 T 28.3 0.0063 Pf 0.18 37 37 32.00 7.80 [45.9] 2" 38 32.00 71.9 2.157 L 10.0 120 Pt 34.66 DR1 F 0.0 6.3 Pe 0.00 T 10.0 0.0414 Pf 0.41 38 32.00 7.80 [46.2] 2" L 9.0 120 Pt 35.07 DR1 38 F 0.0 10.4 Pe 0.00 39 32.00 118.0 2.157 T 9.0 0.1038 Pf 0.93 39 32.00 2" L 5.0 120 Pt 36.01 39 F 0.0 10.4 Pe 0.00 40 32.00 118.0 2.157 T 5.0 0.1038 Pf 0.52 40 40 32.00 41 31.50 2" 1T 1E L 2.0 120 Pt 36.52 F 18.5 10.4 Pe 0.22 118.0 2.157 18.5 T 20.5 0.1038 Pf 2.13 41 31.50 4" L 8.5 120 Pt 38.87 41 F 0.0 13.1 Pe 0.00 48 31.50 583.5 4.260 T 8.5 0.0725 Pf 0.62 50 33.50 4" L 10.5 120 Pt 40.69 42 F 0.0 12.2 Pe 0.00 43 33.50 -540.3 4.260 T 10.5 0.0629 Pf -0.66 43 43 33.50 44 32.00 2" 3T 2T L 58.0 120 Pt 40.03 F 61.5 2.7 Pe 0.65 -30.9 2.157 61.5 T 119.5 0.0087 Pf -1.04 44 32.00 2" L 10.0 120 Pt 39.64 44 F 0.0 2.7 Pe 0.00 45 32.00 -30.9 2.157 T 10.0 0.0087 Pf -0.09 CONTAINER STORE - SALES FLOOR Sheet 23 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 45 45 32.00 46 32.00 2" -30.9 2.157 L 9.0 120 Pt 39.55 F 0.0 2.7 Pe 0.00 T 9.0 0.0087 Pf -0.08 46 32.00 2" L 3.0 120 Pt 39.47 46 F 0.0 2.7 Pe 0.00 47 32.00 -30.9 2.157 T 3.0 0.0087 Pf -0.03 47 47 32.00 48 31.50 2" 1T lE L 2.0 120 Pt 39.45 F 18.5 2.7 Pe 0.22 -30.9 2.157 18.5 T 20.5 0.0087 Pf -0.18 48 31.50 4" L 11.5 120 Pt 39.48 48 F 0.0 12.4 Pe 0.00 51 31.50 552.6 4.260 T 11.5 0.0656 Pf 0.75 53 33.50 4" L 7.5 120 Pt 41.21 49 F 0.0 12.8 Pe 0.00 50 33.50 -569.9 4.260 T 7.5 0.0694 Pf -0.52 50 50 33.50 51 31.50 2" 5E 4T L 84.0 120 Pt 40.69 F 80.0 2.6 Pe 0.87 -29.6 2.157 80.0 T 164.0 0.0080 Pf -1.32 51 31.50 4" L 9.5 120 Pt 40.24 51 F 0.0 11.8 Pe 0.00 54 31.50 523.0 4.260 T 9.5 0.0592 Pf 0.56 56 33.50 4" L 6.0 120 Pt 41.68 52 F 0.0 13.6 Pe 0.00 53 33.50 -604.8 4.260 T 6.0 0.0775 Pf -0.47 53 53 33.50 54 31.50 2" 2T 2E L 80.0 120 Pt 41.21 F 36.9 3.1 Pe 0.87 -34.9 2.157 36.9 T 116.9 0.0109 Pf -1.28 54 31.50 4" L 6.0 120 Pt 40.80 54 F 0.0 11.0 Pe 0.00 57 31.50 488.0 4.260 T 6.0 0.0521 Pf 0.31 61 33.50 4" L 10.0 120 Pt 42.53 55 F 0.0 14.3 Pe 0.00 56 33.50 -636.6 4.260 T 10.0 0.0852 Pf -0.85 CONTAINER STORE - SALES FLOOR Sheet 24 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 56 56 33.50 57 31.50 2" 4T 4E L 82.0 120 Pt 41.68 F 73.8 2.8 Pe 0.87 - 31.8 2.157 73.8 T 155.8 0.0092 Pf -1.43 57 31.50 4" L 12.0 120 Pt 41.11 57 F 0.0 10.3 Pe 0.00 62 31.50 456.2 4.260 T 12.0 0.0460 Pf 0.55 64 33.50 4" L 4.0 120 Pt 43.56 58 F 0.0 15.1 Pe 0.00 59 33.50 -671.8 4.260 T 4.0 0.0942 Pf -0.38 59 33.50 4" L 3.0 120 Pt 43.19 59 F 0.0 15.1 Pe 0.00 60 33.50 -671.8 4.260 T 3.0 0.0942 Pf -0.28 60 33.50 4" L 4.0 120 Pt 42.90 60 F 0.0 15.1 Pe 0.00 61 33.50 -671.8 4.260 T 4.0 0.0942 Pf -0.38 61 61 33.50 62 31.50 2" 4T 4E L 82.0 120 Pt 42.53 F 73.8 3.1 Pe 0.87 - 35.2 2.157 73.8 T 155.8 0.0111 Pf -1.73 62 31.50 4" L 9.0 120 Pt 41.67 62 F 0.0 9.5 Pe 0.00 65 31.50 421.0 4.260 T 9.0 0.0397 Pf 0.36 63 67 32.00 64 33.50 4" 2VE L 16.0 120 Pt 47.81 F 17.9 16.1 Pe -0.65 -717.0 4.260 17.9 T 33.9 0.1062 Pf -3.60 64 64 33.50 65 31.50 2" 3T 3E L 82.0 120 Pt 43.56 F 55.4 4.0 Pe 0.87 - 45.1 2.157 55.4 T 137.4 0.0175 Pf -2.41 65 31.50 4" L 11.0 120 Pt 42.02 65 F 0.0 8.5 Pe 0.00 68 31.50 375.9 4.260 T 11.0 0.0322 Pf 0.35 71 32.00 4" L 6.0 120 Pt 48.57 66 F 0.0 17.7 Pe 0.00 67 32.00 -784.3 4.260 T 6.0 0.1254 Pf -0.75 CONTAINER STORE - SALES FLOOR Sheet 25 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 67 67 32.00 68 31.50 2" 4T 4E L 80.0 120 Pt 47.81 F 73.8 5.9 Pe 0.22 -67.4 2.157 73.8 T 153.8 0.0368 Pf -5.65 68 31.50 4" L 8.0 120 Pt 42.38 68 F 0.0 6.9 Pe 0.00 72 31.50 308.5 4.260 T 8.0 0.0223 Pf 0.18 69 32.00 4" L 6.0 120 Pt 50.26 69 F 0.0 22.7 Pe 0.00 70 32.00 -1008.3 4.260 T 6.0 0.1996 Pf -1.20 70 32.00 4" L 2.5 120 Pt 49.06 70 F 0.0 22.7 Pe 0.00 71 32.00 -1008.3 4.260 T 2.5 0.1996 Pf -0.50 71 32.00 3" 2T 2E L 78.0 120 Pt 48.57 71 F 59.1 8.6 Pe 0.22 72 31.50 -224.0 3.260 59.1 T 137.1 0.0454 Pf -6.23 72 31.50 4" L 6.0 120 Pt 42.56 72 F 0.0 1.9 Pe 0.00 73 31.50 84.5 4.260 T 6.0 0.0020 Pf 0.01 73 73 31.50 69 32.00 2" 6E 2T L 80.0 120 Pt 42.57 F 61.5 7.4 Pe -0.22 84.5 2.157 61.5 T 141.5 0.0559 Pf 7.91 69 32.00 4" L 3.5 120 Pt 50.26 75 F 0.0 24.6 Pe 0.00 76 32.00 1092.8 4.260 T 3.5 0.2316 Pf 0.81 76 76 32.00 77 32.00 4" 1VT L 23.0 120 Pt 51.07 F 21.1 24.6 Pe 0.00 1092.8 4.260 21.1 T 44.1 0.2316 Pf 10.21 77 77 32.00 78 16.00 6" 8VE L 145.0 120 Pt 61.29 F 100.6 11.0 Pe 6.93 1092.8 6.357 100.6 T 245.6 0.0330 Pf 8.10 78 78 16.00 79 -3.00 6" 1B26 2T L 12.0 120 Pt 76.31 Top of Riser F 75.4 11.0 Pe 8.23 1B26 = 5.63# 1092.8 6.357 75.4 T 87.4 0.0330 Pf 8.51 CONTAINER STORE - SALES FLOOR Sheet 26 Pipe Information Remote Area #1 Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 79 79 -3.00 80 -3.00 6" 2UT1 1GV L 150.0 140 Pt 93.05 4UE F 77.5 12.9 Pe 0.00 1092.8 5.890 77.5 T 227.5 0.0359 Pf 8.18 80 -3.00 6" L 0.0 140 Pt 101.23 80 500.0 F 0.0 18.8 Pe 0.00 81 16.00 1592.8 5.890 T 0.0 0.0722 Pf 0.00 Supply 81 81 16.00 21 32.00 2" 2T L 5.0 120 Pt 101.23 Supply F 24.6 3.6 Pe 0.00 40.7 2.157 24.6 T 29.6 0.0145 Pf 0.43 82 16.00 2" L 2.0 120 Pt 27.25 82 F 0.0 3.6 Pe 0.00 83 16.00 40.7 2.157 T 2.0 0.0145 Pf 0.03 83 16.00 2" 1T L 4.0 120 Pt 27.28 83 F 12.3 7.1 Pe 0.00 30 32.00 81.4 2.157 12.3 T 16.3 0.0522 Pf 0.85 84 16.00 2" L 3.0 120 Pt 27.25 84 F 0.0 3.6 Pe 0.00 85 16.00 40.7 2.157 T 3.0 0.0145 Pf 0.04 85 16.00 2" 1T L 6.0 120 Pt 27.29 85 F 12.3 7.1 Pe 0.00 40 32.00 81.4 2.157 12.3 T 18.3 0.0522 Pf 0.96 86 16.00 2" L 5.0 120 Pt 27.25 86 F 0.0 3.6 Pe 0.00 87 16.00 40.7 2.157 T 5.0 0.0145 Pf 0.07 87 16.00 2" 1T L 5.0 120 Pt 27.32 87 F 12.3 7.2 Pe 0.00 47 32.00 81.5 2.157 12.3 T 17.3 0.0522 Pf 0.90 Hydraulic Calculations Sheet 27 for Project Name: CONTAINER STORE STORAGE AREA REMOTE AREA #3 Design: Density: Area of application: Coverage per sprinkler: 0.30 gpm/sq.ft. 2000 square feet 100 SF MAX Type of sprinklers calculated: K=8.2 No. of sprinklers calculated: 30 heads Hose streams: 500.0 gpm Outside Hose Total water required: Including hose streams Date 09/16/13 Job: CONT-GR2 89.08 psi @ 1369.5 gpm @ Supply 116.18 psi available @ 1369.5 gpm Below curve by 27.10 psi Type of System: Wet Water Supply Information: 120.00 psi Static, 20.00 psi Residual @ 8000.0 gpm Name of Contractor: CROWN FIRE PROTECTION Address: BOTHELL, WASHINGTON Phone Number: Program: 'HydroCalc' by Micro Space Systems www.MicroSpaceSystems.com Pressure (PSI) _ o 8 ig g $ 8 v ii CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 29 CROWN FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow B26 Wilkens Model 350A Double Check Valve Assy. GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description AO Arm -over SU Stub -Up BL Branch Line PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction .5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 30 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 2 GP 4.260 9.00 14 3 3 GL1 2.157 28.00 3 4 N 4 GL1 2.157 7.00 4 5 N 5 GL1 2.157 8.00 5 6 N 6 GL1 2.157 3.00 6 7 N 7 GL1 2.157 9.00 7 8 N 8 GL1 2.157 1.00 8 9 N 9 GL1 2.157 13.00 9 10 N 10 GL1 2.157 2.00 10 11 N 11 GL1 2.157 6.00 11 12 N 12 GS 4.260 2.50 12 21 N 13 GP 4.260 10.00 23 14 14 GL2 2.157 6.00 14 15 N 15 GL2 2.157 21.00 15 16 N 16 GL2 2.157 9.00 16 17 N 17 GL2 2.157 10.00 17 18 N 18 GL2 2.157 10.00 18 19 N 19 GL2 2.157 10.00 19 20 N 20 GL2 2.157 8.00 20 21 N 21 GS 4.260 18.00 21 31 N 22 GP 4.260 12.00 33 23 23 GL3 2.157 28.00 23 24 N 24 GL3 2.157 6.00 24 25 N 25 GL3 2.157 11.00 25 26 N 26 GL3 2.157 17.00 26 27 N 27 GL3 2.157 7.00 27 28 N 28 GL3 2.157 8.00 28 29 N 29 GL3 2.157 7.00 29 30 N 30 GN3 2.157 2.00 30 31 N 31 GS 4.260 14.00 31 41 N 32 GP 4.260 11.00 43 33 33 GL4 2.157 24.00 33 34 N 34 GL4 2.157 10.00 34 35 N 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 3E,2T 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.1 120 32 0.000 16.000 0.0 120 32 lE 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T,1E 0.000 16.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 1T,1E 0.000 16.000 0.0 120 32 1E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 2T,1E 0.000 16.000 0.0 120 32 2VE 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 2T,1E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 3E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T 0.000 16.000 0.0 120 32 1T,1E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 2T,1E 0.000 15.000 0.0 120 32 Sheet 31 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 35 GL4 2.157 6.00 35 36 N 36 GL4 2.157 16.00 36 37 N 37 GL4 2.157 10.00 37 38 N 38 GL4 2.157 9.00 38 39 N 39 GL4 2.157 5.00 39 40 N 40 GN4 2.157 2.00 40 41 N 41 GS 4.260 8.50 41 48 N 42 GP 4.260 10.50 50 43 43 GL5 2.157 58.00 43 44 N 44 GL5 2.157 10.00 44 45 N 45 GL5 2.157 9.00 45 46 N 46 GL5 2.157 3.00 46 47 N 47 GN5 2.157 2.00 47 48 N 48 GS 4.260 11.50 48 51 N 49 GP 4.260 7.50 53 50 50 GL 2.157 84.00 50 51 N 51 GS 4.260 9.50 51 54 N 52 GP 4.260 6.00 56 53 53 GL 2.157 80.00 53 54 N 54 GS 4.260 6.00 54 57 N 55 GP 4.260 10.00 61 56 56 GL 2.157 82.00 56 57 N 57 GS 4.260 12.00 57 62 N 58 GP 4.260 4.00 64 59 59 GP 4.260 3.00 59 60 N BL5 60 GP 4.260 4.00 60 61 N BL6 61 GL 2.157 82.00 61 62 N 62 GS 4.260 9.00 62 65 N 63 GP 4.260 16.00 67 64 64 GL 2.157 82.00 64 65 N BL4 65 GS 4.260 11.00 65 68 N 66 GP 4.260 6.00 71 67 0.000 15.000 0.0 120 32 0.000 15.000 0.0 120 32 2E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T,1E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 3T,2T 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T,1E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 5E,4T 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 2T,2E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 4T,4E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 0.000 17.500 0.0 120 32 0.000 17.500 0.0 120 32 4T,4E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 2VE 0.000 17.500 0.0 120 32 3T,3E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 Sheet 32 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 67 GL 2.157 80.00 67 68 N 0.000 16.000 0.0 120 32 4T,4E 68 GS 4.260 8.00 68 72 N 0.000 15.500 0.0 120 32 69 GP 4.260 6.00 69 70 N BL2 0.000 16.000 0.0 120 32 70 GP 4.260 2.50 70 71 N BL3 0.000 16.000 0.0 120 32 71 GL 2.157 78.00 71 72 N 0.000 16.000 0.0 120 32 2T,2E 72 GS 4.260 6.00 72 73 N 0.000 15.500 0.0 120 32 73 GL 2.157 80.00 73 69 N 0.000 15.500 0.0 120 32 6E,2T 75 BU 4.260 3.50 69 0 0.000 0.000 0.0 120 32 76 BU 4.260 23.00 0 0 BL1 0.000 0.000 0.0 120 32 1VT 77 BU 6.357 145.00 0 0 0.000 16.000 0.0 120 32 8VE 78 RI 6.357 12.00 0 0 BU 0.000 19.000 0.0 120 32 1B26,2VT 79 UG 5.890 150.00 0 0 RI 0.000 0.000 0.0 140 16 2UT1,1GV,2UE 80 UG 5.890 0.00 0 0 0.000 0.000 500.0 140 16 90 SU1 1.049 0.50 0 0 8.2 10.840 0.500 0.0 120 32 1T 92 BL6 2.157 10.00 0 0 SU1 0.000 0.000 0.0 120 32 93 BL6 2.157 8.00 0 0 SU1 0.000 0.000 0.0 120 32 94 BL6 2.157 7.00 0 0 SU1 0.000 1.000 0.0 120 32 2VE 95 BL6 2.157 6.50 0 0 5U1 0.000 0.000 0.0 120 32 96 BL6 2.157 78.00 0 0 SU1 0.000 0.000 0.0 120 32 4VE,1T 98 A01 1.049 1.00 0 0 SU1 0.000 0.000 0.0 120 32 1T 99 BL5 2.157 10.00 0 0 A01 0.000 0.000 0.0 120 32 100 BL5 2.157 8.00 0 0 AO1 0.000 0.000 0.0 120 32 101 BL5 2.157 7.00 0 0 AO1 0.000 1.000 0.0 120 32 2VE 102 BL5 2.157 6.50 0 0 A01 0.000 0.000 0.0 120 32 103 BL5 2.157 84.00 0 0 AO1 0.000 0.000 0.0 120 32 4VE,1T 105 BL4 2.157 10.00 0 0 SU1 0.000 0.000 0.0 120 32 106 BL4 2.157 8.00 0 0 SU1 0.000 0.000 0.0 120 32 107 BL4 2.157 7.00 0 0 SU1 0.000 1.000 0.0 120 32 2VE 108 BL4 2.157 6.50 0 0 SU1 0.000 0.000 0.0 120 32 109 BL4 2.157 10.00 0 0 SU1 0.000 0.000 0.0 120 32 1VE 110 BL4 2.157 34.00 0 0 AO1 0.000 0.000 0.0 120 32 3VE,2T 111 BL4 2.157 54.00 0 0 0.000 0.000 0.0 120 32 1E,2T Sheet 33 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 113 BL3 2.157 10.00 0 0 AO1 114 BL3 2.157 11.00 0 0 A01 115 BL3 2.157 10.00 0 0 AO1 116 BL3 2.157 7.50 0 0 AO1 117 BL3 2.157 78.00 0 0 AO1 119 BL2 2.157 10.00 0 0 A01 120 BL2 2.157 11.00 0 0 A01 121 BL2 2.157 10.00 0 0 A01 122 BL2 2.157 11.00 0 0 A01 123 BL2 2.157 42.00 0 0 A01 124 BL2 2.157 32.00 0 0 126 BL1 2.157 10.00 0 0 AO1 127 BL1 2.157 10.00 0 0 A01 128 BL1 2.157 10.00 0 0 A01 129 BL1 2.157 10.00 0 0 A01 130 BL1 2.157 40.00 0 0 AO1 131 BL1 2.157 30.00 0 0 0.000 0.000 0.0 120 32 0.000 1.000 0.0 120 32 2VE 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 6VE,1T 0.000 0.000 0.0 120 32 0.000 1.000 0.0 120 32 2VE 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 4VE,1T 0.000 0.000 0.0 120 32 2E,2T 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 0.000 0.0 120 32 3VE,1T 0.000 0.000 0.0 120 32 1T Sheet 34 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Stub Up 1 C = 120 L 0.5 PT 10.84 90 27.0=8.20(10.84)A.5 F 5.0 PE 0.22 (EL= 0.5 ft) 90 27.0 1.049 1T T 5.5 0.22669 PF 1.25 10.0 PT 12.30 98 B1 Jct K -factor for stub up 1 = 27.0/(12.30)A.5 = 7.70 at Hyd Ref Pts 98 105 106 107 108 109 92 93 94 95 96 Arm -over 1 C = 120 L 1.0 PT 12.30 98 SU1 27.0=7.70(12.30)A.5 F 5.0 PE 0.00 98 27.0 1.049 1T T 6.0 0.22667 PF 1.36 10.0 PT 13.66 126 B1 Jct K -factor for arm -over 1 = 27.0/(13.66)x.5 = 7.31 at Hyd Ref Pts 126 127 128 129 130 119 120 121 122 123 113 114 115 116 117 110 99 100 101 102 103 Sheet 35 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 L 10.0 PT 13.66 126 A01 27.0=7.31(13.66)A.5 F 0.0 PE 0.00 126 27.0 2.157 T 10.0 0.00677 PF 0.07 2.4 L 10.0 PT 13.73 127 A01 27.1=7.31(13.73)A.5 F 0.0 PE 0.00 127 54.1 2.157 T 10.0 0.02448 PF 0.24 4.7 L 10.0 PT 13.97 128 AO1 27.3=7.31(13.97)A.5 F 0.0 PE 0.00 128 81.4 2.157 T 10.0 0.05214 PF 0.52 7.1 L 10.0 PT 14.49 129 AO1 27.8=7.31(14.49)A.5 F 0.0 PE 0.00 129 109.2 2.157 T 10.0 0.08983 PF 0.90 9.6 L 40.0 PT 15.39 130 A01 28.7=7.31(15.39)A.5 F 25.2 PE 0.00 130 137.9 2.157 3VE 1T T 65.2 0.13826 PF 9.01 12.1 L 30.0 PT 24.41 131 F 12.3 PE 0.00 131 137.9 2.157 1T T 42.3 0.13826 PF 5.85 12.1 PT 30.25 76 Bulk Jct K -factor for branchline no. 1 = 137.9/(30.25)A.5 = 25.07 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Sheet 36 Notes Branchline No. 2 C = 120 L 10.0 PT 13.66 119 AO1 27.0=7.31(13.66)A.5 F 0.0 PE 0.00 119 27.0 2.157 T 10.0 0.00677 PF 0.07 2.4 L 11.0 PT 13.73 120 AO1 27.1=7.31(13.73)A.5 F 8.6 PE 0.43 (EL= 1.0 ft) 120 54.1 2.157 2VE T 19.6 0.02448 PF 0.48 4.7 L 10.0 PT 14.64 121 AO1 28.0=7.31(14.64)A.5 F 0.0 PE 0.00 121 82.0 2.157 T 10.0 0.05291 PF 0.53 7.2 L 11.0 PT 15.17 122 AO1 28.5=7.31(15.17)A.5 F 0.0 PE 0.00 122 110.5 2.157 T 11.0 0.09179 PF 1.01 9.7 L 42.0 PT 16.18 123 AO1 29.4=7.31(16.18)A.5 F 29.5 PE 0.00 123 139.9 2.157 4VE 1T T 71.5 0.14201 PF 10.15 12.3 L 32.0 PT 26.33 124 F 36.9 PE 0.00 124 139.9 2.157 2E 2T T 68.9 0.14201 PF 9.78 12.3 PT 36.12 69 Cross main Jct K -factor for branchline no. 2 = 139.9/(36.12)A.5 = 23.28 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Sheet 37 Notes Branchline No. 3 C = 120 L 10.0 PT 13.66 113 AO1 27.0=7.31(13.66)A.5 F 0.0 PE 0.00 113 27.0 2.157 T 10.0 0.00677 PF 0.07 2.4 L 11.0 PT 13.73 114 AO1 27.1=7.31(13.73)A.5 F 8.6 PE 0.43 (EL= 1.0 ft) 114 54.1 2.157 2VE T 19.6 0.02448 PF 0.48 4.7 L 10.0 PT 14.64 115 AO1 28.0=7.31(14.64)A.5 F 0.0 PE 0.00 115 82.0 2.157 T 10.0 0.05291 PF 0.53 7.2 L 7.5 PT 15.17 116 AO1 28.5=7.31(15.17)".5 F 0.0 PE 0.00 116 110.5 2.157 T 7.5 0.09179 PF 0.69 9.7 L 78.0 PT 15.86 117 AO1 29.1=7.31(15.86)A.5 F 38.1 PE 0.00 117 139.6 2.157 6VE 1T T 116.1 0.14146 PF 16.42 12.3 PT 32.28 70 Cross main Jct K -factor for branchline no. 3 = 139.6/(32.28)x.5 = 24.57 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Sheet 38 Notes Branchline No. 4 C = 120 L 10.0 PT 12.30 105 SU1 27.0=7.70(12.30)A.5 F 0.0 PE 0.00 105 27.0 2.157 T 10.0 0.00677 PF 0.07 2.4 L 8.0 PT 12.37 106 SU1 27.1=7.70(12.37)A.5 F 0.0 PE 0.00 106 54.1 2.157 T 8.0 0.02448 PF 0.20 4.7 L 7.0 PT 12.56 107 SU1 27.3=7.70(12.56)A.5 F 8.6 PE 0.43 (EL= 1.0 ft) 107 81.4 2.157 2VE T 15.6 0.05212 PF 0.81 7.1 L 6.5 PT 13.81 108 SU1 28.6=7.70(13.81)A.5 F 0.0 PE 0.00 108 110.0 2.157 T 6.5 0.09100 PF 0.59 9.7 L 10.0 PT 14.40 109 SU1 29.2=7.70(14.40)A.5 F 4.3 PE 0.00 109 139.2 2.157 1VE T 14.3 0.14072 PF 2.01 12.2 L 34.0 PT 16.41 110 AO1 29.6=7.31(16.41)A.5 F 37.5 PE 0.00 110 168.8 2.157 3VE 2T T 71.5 0.20104 PF 14.37 14.8 L 54.0 PT 30.79 111 F 30.8 PE 0.00 111 168.8 2.157 1E 2T T 84.8 0.20104 PF 17.05 14.8 PT 47.84 64 Cross main Jct K -factor for branchline no. 4 = 168.8/(47.84)A.5 = 24.41 Sheet 39 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 5 C = 120 L 10.0 PT 13.66 99 AO1 27.0=7.31(13.66)A.5 F 0.0 PE 0.00 99 27.0 2.157 T 10.0 0.00677 PF 0.07 2.4 L 8.0 PT 13.73 100 AO1 27.1=7.31(13.73)A.5 F 0.0 PE 0.00 100 54.1 2.157 T 8.0 0.02448 PF 0.20 4.7 L 7.0 PT 13.92 101 AO1 27.3=7.31(13.92)A.5 F 8.6 PE 0.43 (EL= 1.0 ft) 101 81.3 2.157 2VE T 15.6 0.05209 PF 0.81 7.1 L 6.5 PT 15.17 102 AO1 28.5=7.31(15.17)A.5 F 0.0 PE 0.00 102 109.8 2.157 T 6.5 0.09073 PF 0.59 9.6 L 84.0 PT 15.76 103 AO1 29.0=7.31(15.76)A.5 F 29.5 PE 0.00 103 138.8 2.157 4VE 1T T 113.5 0.13999 PF 15.89 12.2 PT 31.65 59 Cross main Jct K -factor for branchline no. 5 = 138.8/(31.65)A.5 = 24.67 Sheet 40 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 6 C = 120 L 10.0 PT 12.30 92 SU1 27.0=7.70(12.30)A.5 F 0.0 PE 0.00 92 27.0 2.157 T 10.0 0.00677 PF 0.07 2.4 L 8.0 PT 12.37 93 SU1 27.1=7.70(12.37)A.5 F 0.0 PE 0.00 93 54.1 2.157 T 8.0 0.02448 PF 0.20 4.7 L 7.0 PT 12.56 94 SU1 27.3=7.70(12.56)A.5 F 8.6 PE 0.43 (EL= 1.0 ft) 94 81.4 2.157 2VE T 15.6 0.05212 PF 0.81 7.1 L 6.5 PT 13.81 95 SU1 28.6=7.70(13.81)A.5 F 0.0 PE 0.00 95 110.0 2.157 T 6.5 0.09100 PF 0.59 9.7 L 78.0 PT 14.40 96 SU1 29.2=7.70(14.40)A.5 F 29.5 PE 0.00 96 139.2 2.157 4VE 1T T 107.5 0.14072 PF 15.13 12.2 PT 29.53 60 Cross main Jct K -factor for branchline no. 6 = 139.2/(29.53)A.5 = 25.62 Sheet 41 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Grid Node Analysis Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 3 - 47.82 17.50 4 - 48.54 16.00 5 - 48.55 16.00 6 - 48.55 16.00 7 - 48.56 16.00 8 - 48.56 16.00 9 - 48.56 16.00 10 - 48.58 16.00 11 - 48.58 16.00 12 - 48.61 16.00 14 - 47.82 17.50 15 - 48.50 16.00 16 - 48.53 16.00 17 - 48.54 16.00 18 - 48.55 16.00 19 - 48.56 16.00 20 - 48.57 16.00 21 - 48.61 16.00 23 - 47.82 17.50 24 - 48.52 16.00 25 - 48.53 16.00 26 - 48.54 16.00 27 - 48.56 16.00 28 - 48.57 16.00 29 - 48.58 16.00 30 - 48.59 16.00 31 - 48.83 15.50 33 - 47.82 17.50 34 - 48.96 15.00 35 - 48.97 15.00 36 - 48.97 15.00 37 - 48.57 16.00 38 - 48.58 16.00 39 - 48.59 16.00 40 - 48.59 16.00 41 - 48.83 15.50 43 - 47.82 17.50 44 - 48.58 16.00 45 - 48.59 16.00 46 - 48.59 16.00 Sheet 42 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Grid Node Analysis Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 47 - 48.60 16.00 48 - 48.83 15.50 50 - 47.81 17.50 51 - 48.84 15.50 53 - 47.80 17.50 54 - 48.85 15.50 56 - 47.79 17.50 57 - 48.86 15.50 59 170.5 47.77 K=24.67 BL5 17.50 60 177.0 47.77 K=25.62 BL6 17.50 61 - 47.77 17.50 62 - 48.88 15.50 64 168.8 47.84 K=24.41 BL4 17.50 65 - 48.90 15.50 67 - 49.78 16.00 68 - 48.93 15.50 69 165.8 50.70 Feed Jct BL2 16.00 70 174.0 50.17 K=24.57 BL3 16.00 71 - 50.04 16.00 72 - 48.95 15.50 73 - 48.95 15.50 Sheet 43 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 2 4.260 9.0 9.0 0.00 9.1 0.0000 0.00 0.2 14 3 47.82 47.82 3 2.157 28.0 71.1 1.50 9.1 0.0009 0.06 0.8 3 4 47.82 48.54 Fit= 43.1 3E 2T 4 2.157 7.0 7.0 0.00 9.1 0.0009 0.01 0.8 4 5 48.54 48.55 5 2.157 8.0 8.0 0.00 9.1 0.0009 0.01 0.8 5 6 48.55 48.55 6 2.157 3.0 3.0 0.00 9.1 0.0009 0.00 0.8 6 7 48.55 48.56 7 2.157 9.0 9.0 0.00 9.1 0.0009 0.01 0.8 7 8 48.56 48.56 8 2.157 1.0 1.0 0.00 9.1 0.0009 0.00 0.8 8 9 48.56 48.56 9 2.157 13.0 19.2 0.00 9.1 0.0009 0.02 0.8 9 10 48.56 48.58 Fit= 6.2 1E 10 2.157 2.0 2.0 0.00 9.1 0.0009 0.00 0.8 10 11 48.58 48.58 11 2.157 6.0 24.5 0.00 9.1 0.0009 0.02 0.8 11 12 48.58 48.61 Fit= 18.5 1T 1E 12 4.260 2.5 2.5 0.00 9.1 0.0000 0.00 0.2 12 21 48.61 48.61 13 4.260 10.0 10.0 0.00 18.8 0.0001 0.00 0.4 23 14 47.82 47.82 14 2.157 6.0 24.5 1.50 9.7 0.0010 0.02 0.9 14 15 47.82 48.50 Fit= 18.5 1T 1E 15 2.157 21.0 27.2 0.00 9.7 0.0010 0.03 0.9 15 16 48.50 48.53 Fit= 6.2 1E 16 2.157 9.0 9.0 0.00 9.7 0.0010 0.01 0.9 16 17 48.53 48.54 17 2.157 10.0 10.0 0.00 9.7 0.0010 0.01 0.9 17 18 48.54 48.55 18 2.157 10.0 10.0 0.00 9.7 0.0010 0.01 0.9 18 19 48.55 48.56 19 2.157 10.0 10.0 0.00 9.7 0.0010 0.01 0.9 19 20 48.56 48.57 20 2.157 8.0 38.8 0.00 9.7 0.0010 0.04 0.9 20 21 48.57 48.61 Fit= 30.8 2T 1E 21 4.260 18.0 31.4 0.50 18.8 0.0001 0.00 0.4 21 31 48.61 48.83 Fit= 13.4 2VE Sheet 44 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 22 4.260 12.0 12.0 0.00 27.4 0.0003 0.00 0.6 33 23 47.82 47.82 23 2.157 28.0 58.8 1.50 8.7 0.0008 0.05 0.8 23 24 47.82 48.52 Fit= 30.8 2T 1E 24 2.157 6.0 6.0 0.00 8.7 0.0008 0.00 0.8 24 25 48.52 48.53 25 2.157 11.0 11.0 0.00 8.7 0.0008 0.01 0.8 25 26 48.53 48.54 26 2.157 17.0 35.5 0.00 8.7 0.0008 0.03 0.8 26 27 48.54 48.56 Fit= 18.5 3E 27 2.157 7.0 7.0 0.00 8.7 0.0008 0.01 0.8 27 28 48.56 48.57 28 2.157 8.0 8.0 0.00 8.7 0.0008 0.01 0.8 28 29 48.57 48.58 29 2.157 7.0 19.3 0.00 8.7 0.0008 0.02 0.8 29 30 48.58 48.59 Fit= 12.3 1T 30 2.157 2.0 20.5 0.50 8.7 0.0008 0.02 0.8 30 31 48.59 48.83 Fit= 18.5 1T 1E 31 4.260 14.0 14.0 0.00 27.4 0.0003 0.00 0.6 31 41 48.83 48.83 32 4.260 11.0 11.0 0.00 37.0 0.0004 0.00 0.8 43 33 47.82 47.82 33 2.157 24.0 54.8 2.50 9.6 0.0010 0.05 0.8 33 34 47.82 48.96 Fit= 30.8 2T 1E 34 2.157 10.0 10.0 0.00 9.6 0.0010 0.01 0.8 34 35 48.96 48.97 35 2.157 6.0 6.0 0.00 9.6 0.0010 0.01 0.8 35 36 48.97 48.97 36 2.157 16.0 28.3 -1.00 9.6 0.0010 0.03 0.8 36 37 48.97 48.57 Fit= 12.3 2E 37 2.157 10.0 10.0 0.00 9.6 0.0010 0.01 0.8 37 38 48.57 48.58 38 2.157 9.0 9.0 0.00 9.6 0.0010 0.01 0.8 38 39 48.58 48.59 39 2.157 5.0 5.0 0.00 9.6 0.0010 0.00 0.8 39 40 48.59 48.59 40 2.157 2.0 20.5 0.50 9.6 0.0010 0.02 0.8 40 41 48.59 48.83 Fit= 18.5 1T 1E 41 4.260 8.5 8.5 0.00 37.0 0.0004 0.00 0.8 41 48 48.83 48.83 Sheet 45 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 42 4.260 10.5 10.5 0.00 46.3 0.0007 0.01 1.0 50 43 47.81 47.82 43 2.157 58.0 119.5 1.50 9.3 0.0009 0.11 0.8 43 44 47.82 48.58 Fit= 61.5 3T 2T 44 2.157 10.0 10.0 0.00 9.3 0.0009 0.01 0.8 44 45 48.58 48.59 45 2.157 9.0 9.0 0.00 9.3 0.0009 0.01 0.8 45 46 48.59 48.59 46 2.157 3.0 3.0 0.00 9.3 0.0009 0.00 0.8 46 47 48.59 48.60 47 2.157 2.0 20.5 0.50 9.3 0.0009 0.02 0.8 47 48 48.60 48.83 Fit= 18.5 1T 1E 48 4.260 11.5 11.5 0.00 46.3 0.0007 0.01 1.0 48 51 48.83 48.84 49 4.260 7.5 7.5 0.00 56.0 0.0009 0.01 1.3 53 50 47.80 47.81 50 2.157 84.0 164.0 2.00 9.7 0.0010 0.17 0.9 50 51 47.81 48.84 Fit= 80.0 5E 4T 51 4.260 9.5 9.5 0.00 56.0 0.0009 0.01 1.3 51 54 48.84 48.85 52 4.260 6.0 6.0 0.00 68.2 0.0014 0.01 1.5 56 53 47.79 47.80 53 2.157 80.0 116.9 2.00 12.2 0.0016 0.18 1.1 53 54 47.80 48.85 Fit= 36.9 2T 2E 54 4.260 6.0 6.0 0.00 68.2 0.0014 0.01 1.5 54 57 48.85 48.86 55 4.260 10.0 10.0 0.00 79.2 0.0018 0.02 1.8 61 56 47.77 47.79 56 2.157 82.0 155.8 2.00 11.0 0.0013 0.20 1.0 56 57 47.79 48.86 Fit= 73.8 4T 4E 57 4.260 12.0 12.0 0.00 79.2 0.0018 0.02 1.8 57 62 48.86 48.88 58 4.260 4.0 4.0 0.00 -256.3 0.0158 0.06 5.8 64 59 47.84 47.77 59 4.260 3.0 3.0 0.00 -85.8 0.0021 0.01 1.9 59 60 47.77 47.77 60 4.260 4.0 4.0 0.00 91.3 0.0023 0.01 2.1 60 61 47.77 47.77 61 2.157 82.0 155.8 2.00 12.1 0.0015 0.24 1.1 61 62 47.77 48.88 Fit= 73.8 4T 4E Sheet 46 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 62 4.260 9.0 9.0 0.00 91.3 0.0023 0.02 2.1 62 65 48.88 48.90 63 4.260 16.0 33.9 -1.50 -413.4 0.0383 1.30 9.3 67 64 49.78 47.84 Fit= 17.9 2VE 64 2.157 82.0 137.4 2.00 11.8 0.0015 0.20 1.0 64 65 47.84 48.90 Fit= 55.4 3T 3E 65 4.260 11.0 11.0 0.00 103.0 0.0029 0.03 2.3 65 68 48.90 48.93 66 4.260 6.0 6.0 0.00 -440.7 0.0432 0.26 9.9 71 67 50.04 49.78 67 2.157 80.0 153.8 0.50 -27.4 0.0069 1.07 2.4 67 68 49.78 48.93 Fit= 73.8 4T 4E 68 4.260 8.0 8.0 0.00 75.7 0.0017 0.01 1.7 68 72 48.93 48.95 69 4.260 6.0 6.0 0.00 -650.6 0.0887 0.53 14.6 69 70 50.70 50.17 70 4.260 2.5 2.5 0.00 -476.5 0.0499 0.12 10.7 70 71 50.17 50.04 71 2.157 78.0 114.9 0.50 -35.8 0.0114 1.31 3.1 71 72 50.04 48.95 Fit= 36.9 2T 2E 72 4.260 6.0 6.0 0.00 39.8 0.0005 0.00 0.9 72 73 48.95 48.95 73 2.157 80.0 141.5 -0.50 39.8 0.0139 1.97 3.5 73 69 48.95 50.70 Fit= 61.5 6E 2T Sheet 47 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE STORAGE AREA REMOTE AREA #3 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ___= L 3.5 PT 50.70 69 Grid Jct 690.4=96.96(50.70)A.5 F 0.0 PE 0.00 75 690.4 4.260 T 3.5 0.09903 PF 0.35 15.5 L 23.0 PT 51.05 76 BL1 179.1=25.07(51.05)A.5 F 21.1 PE 0.00 76 869.5 4.260 1VT T 44.1 0.15174 PF 6.69 19.6 L 145.0 PT 57.74 77 F 100.6 PE 6.93 (EL= 16.0 ft) 77 869.5 6.357 8VE T 245.6 0.02160 PF 5.31 8.8 PT 69.97 78 Top of Riser Riser C = 120 L 12.0 PT 69.97 78 Top of Riser F 62.9 PE 8.23 (EL= 19.0 ft) 78 869.5 6.357 1B26 2VT T 74.9 0.02160 PF 5.99 8.8 1B26 = 4.37# PT 84.19 79 B.O.R. Under ground C = 140 L 150.0 PT 84.19 79 B.O.R. F 57.5 PE 0.00 79 869.5 5.890 2UT1 1GV T 207.5 0.02355 PF 4.89 10.2 2UE L 0.0 PT 89.08 80 500.0 gpm = Hose F 0.0 PE 0.00 80 1369.5 5.890 T 0.0 0.00000 PF 0.00 16.1 PT 89.08 81 Supply Jct Available flow at 89.08 psi is 4241.7 gpm which is 2872.2 gpm from curve. Supply pressure available with 1369.5 gpm flowing is 116.18 psi, thus system requirement is 27.10 psi below supply curve. (23.3%) CONTAINER STORE STORAGE AREA REMOTE AREA #3 Supply Analysis Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure Sheet 48 81 120.00 20.00 8000.0 116.18 1369.5 89.08 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 3 17.50 4 16.00 5 16.00 6 16.00 7 16.00 8 16.00 9 16.00 10 16.00 11 16.00 12 16.00 14 17.50 15 16.00 16 16.00 17 16.00 18 16.00 19 16.00 20 16.00 21 16.00 23 17.50 24 16.00 25 16.00 26 16.00 27 16.00 28 16.00 29 16.00 30 16.00 31 15.50 33 17.50 34 15.00 35 15.00 36 15.00 37 16.00 38 16.00 39 16.00 40 16.00 41 15.50 43 17.50 44 16.00 47.82 48.54 48.55 48.55 48.56 48.56 48.56 48.58 48.58 48.61 47.82 48.50 48.53 48.54 48.55 48.56 48.57 48.61 47.82 48.52 48.53 48.54 48.56 48.57 48.58 48.59 48.83 47.82 48.96 48.97 48.97 48.57 48.58 48.59 48.59 48.83 47.82 48.58 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Sheet 49 Notes 45 16.00 48.59 46 16.00 48.59 47 16.00 48.60 48 15.50 48.83 50 17.50 47.81 51 15.50 48.84 53 17.50 47.80 54 15.50 48.85 56 17.50 47.79 57 15.50 48.86 59 17.50 47.77 60 17.50 47.77 61 17.50 47.77 62 15.50 48.88 64 17.50 47.84 65 15.50 48.90 67 16.00 49.78 68 15.50 48.93 69 16.00 Feed Jct BL2 50.70 70 16.00 50.17 71 16.00 50.04 72 15.50 48.95 73 15.50 48.95 76 16.00 51.05 77 16.00 57.74 - 78 0.00 69.97 - 79 -19.00 84.19 - 80 0.00 Hose 89.08 500.0 81 0.00 89.08 90 16.50 Orif= 8.20 10.84 27.0 92 18.50 12.30 93 18.50 12.37 94 18.50 12.56 - 95 17.50 13.81 - 96 17.50 14.40 - 98 16.00 K= 7.70 SU1 12.30 27.0 99 18.50 13.66 - 100 18.50 13.73 101 18.50 13.92 102 17.50 15.17 103 17.50 15.76 105 18.50 12.30 106 18.50 12.37 107 18.50 12.56 108 17.50 13.81 109 17.50 14.40 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 50 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 110 17.50 111 17.50 113 17.00 114 17.00 115 16.00 116 16.00 117 16.00 119 17.00 120 17.00 121 16.00 122 16.00 123 16.00 124 16.00 126 16.00 127 16.00 128 16.00 129 16.00 130 16.00 131 16.00 16.41 30.79 13.66 13.73 14.64 15.17 15.86 13.66 13.73 14.64 15.17 16.18 26.33 13.66 13.73 13.97 14.49 15.39 24.41 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 51 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 2 14 17.50 3 17.50 4" 9.1 4.260 L 9.0 120 Pt 47.82 F 0.0 0.2 Pe 0.00 T 9.0 0.0000 Pf 0.00 3 3 17.50 4 16.00 2" 3E 2T L 28.0 120 Pt 47.82 F 43.1 0.8 Pe 0.65 9.1 2.157 43.1 T 71.1 0.0009 Pf 0.06 4 16.00 2" L 7.0 120 Pt 48.54 4 F 0.0 0.8 Pe 0.00 5 16.00 9.1 2.157 T 7.0 0.0009 Pf 0.01 5 16.00 2" L 8.0 120 Pt 48.55 5 F 0.0 0.8 Pe 0.00 6 16.00 9.1 2.157 T 8.0 0.0009 Pf 0.01 6 16.00 2" L 3.0 120 Pt 48.55 6 F 0.0 0.8 Pe 0.00 7 16.00 9.1 2.157 T 3.0 0.0009 Pf 0.00 7 16.00 2" L 9.0 120 Pt 48.56 7 F 0.0 0.8 Pe 0.00 8 16.00 9.1 2.157 T 9.0 0.0009 Pf 0.01 8 8 16.00 9 16.00 2" L 1.0 120 Pt 48.56 0.1 F 0.0 0.8 Pe 0.00 9.1 2.157 T 1.0 0.0009 Pf 0.00 9 9 16.00 2" 1E 10 16.00 9.1 2.157 L 13.0 120 Pt 48.56 F 6.2 0.8 Pe 0.00 6.2 T 19.2 0.0009 Pf 0.02 10 16.00 2" L 2.0 120 Pt 48.58 10 F 0.0 0.8 Pe 0.00 11 16.00 9.1 2.157 T 2.0 0.0009 Pf 0.00 11 11 16.00 12 16.00 2" 1T 1E L 6.0 120 Pt 48.58 F 18.5 0.8 Pe 0.00 9.1 2.157 18.5 T 24.5 0.0009 Pf 0.02 12 16.00 4" L 2.5 120 Pt 48.61 12 F 0.0 0.2 Pe 0.00 21 16.00 9.1 4.260 T 2.5 0.0000 Pf 0.00 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 52 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 13 23 17.50 14 17.50 4" 18.8 4.260 L 10.0 120 Pt 47.82 F 0.0 0.4 Pe 0.00 T 10.0 0.0001 Pf 0.00 14 14 17.50 15 16.00 2" 1T 1E L 6.0 120 Pt 47.82 F 18.5 0.9 Pe 0.65 9.7 2.157 18.5 T 24.5 0.0010 Pf 0.02 15 16.00 2" 1E L 21.0 120 Pt 48.50 15 F 6.2 0.9 Pe 0.00 16 16.00 9.7 2.157 6.2 T 27.2 0.0010 Pf 0.03 16 16.00 2" L 9.0 120 Pt 48.53 16 F 0.0 0.9 Pe 0.00 17 16.00 9.7 2.157 T 9.0 0.0010 Pf 0.01 17 16.00 2" L 10.0 120 Pt 48.54 17 F 0.0 0.9 Pe 0.00 18 16.00 9.7 2.157 T 10.0 0.0010 Pf 0.01 18 16.00 2" L 10.0 120 Pt 48.55 18 F 0.0 0.9 Pe 0.00 19 16.00 9.7 2.157 T 10.0 0.0010 Pf 0.01 19 16.00 2" L 10.0 120 Pt 48.56 19 F 0.0 0.9 Pe 0.00 20 16.00 9.7 2.157 T 10.0 0.0010 Pf 0.01 20 20 16.00 21 16.00 2" 2T 1E L 8.0 120 Pt 48.57 F 30.8 0.9 Pe 0.00 9.7 2.157 30.8 T 38.8 0.0010 Pf 0.04 21 16.00 4" 2VE L 18.0 120 Pt 48.61 21 F 13.4 0.4 Pe 0.22 31 15.50 18.8 4.260 13.4 T 31.4 0.0001 Pf 0.00 33 17.50 4" L 12.0 120 Pt 47.82 22 F 0.0 0.6 Pe 0.00 23 17.50 27.4 4.260 T 12.0 0.0003 Pf 0.00 23 23 17.50 24 16.00 2" 2T 1E L 28.0 120 Pt 47.82 F 30.8 0.8 Pe 0.65 8.7 2.157 30.8 T 58.8 0.0008 Pf 0.05 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 53 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 24 24 16.00 25 16.00 2" 8.7 2.157 L 6.0 120 Pt 48.52 F 0.0 0.8 Pe 0.00 T 6.0 0.0008 Pf 0.00 25 16.00 2" L 11.0 120 Pt 48.53 25 F 0.0 0.8 Pe 0.00 26 16.00 8.7 2.157 T 11.0 0.0008 Pf 0.01 26 26 16.00 27 16.00 2" 3E L 17.0 120 Pt 48.54 F 18.5 0.8 Pe 0.00 8.7 2.157 18.5 T 35.5 0.0008 Pf 0.03 27 16.00 2" L 7.0 120 Pt 48.56 27 F 0.0 0.8 Pe 0.00 28 16.00 8.7 2.157 T 7.0 0.0008 Pf 0.01 28 16.00 2" L 8.0 120 Pt 48.57 28 F 0.0 0.8 Pe 0.00 29 16.00 8.7 2.157 T 8.0 0.0008 Pf 0.01 29 16.00 2" 1T L 7.0 120 Pt 48.58 29 F 12.3 0.8 Pe 0.00 30 16.00 8.7 2.157 12.3 T 19.3 0.0008 Pf 0.02 30 30 16.00 31 15.50 2" 1T 1E L 2.0 120 Pt 48.59 F 18.5 0.8 Pe 0.22 8.7 2.157 18.5 T 20.5 0.0008 Pf 0.02 31 15.50 4" L 14.0 120 Pt 48.83 31 F 0.0 0.6 Pe 0.00 41 15.50 27.4 4.260 T 14.0 0.0003 Pf 0.00 43 17.50 4" L 11.0 120 Pt 47.82 32 F 0.0 0.8 Pe 0.00 33 17.50 37.0 4.260 T 11.0 0.0004 Pf 0.00 33 33 17.50 34 15.00 2" 2T 1E L 24.0 120 Pt 47.82 F 30.8 0.8 Pe 1.08 9.6 2.157 30.8 T 54.8 0.0010 Pf 0.05 34 15.00 2" L 10.0 120 Pt 48.96 34 F 0.0 0.8 Pe 0.00 35 15.00 9.6 2.157 T 10.0 0.0010 Pf 0.01 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 54 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 35 35 15.00 36 15.00 2" 9.6 2.157 L 6.0 120 Pt 48.97 F 0.0 0.8 Pe 0.00 T 6.0 0.0010 Pf 0.01 36 36 15.00 37 16.00 2" 2E L 16.0 120 Pt 48.97 F 12.3 0.8 Pe -0.43 9.6 2.157 12.3 T 28.3 0.0010 Pf 0.03 37 16.00 2" L 10.0 120 Pt 48.57 37 F 0.0 0.8 Pe 0.00 38 16.00 9.6 2.157 T 10.0 0.0010 Pf 0.01 38 16.00 2" L 9.0 120 Pt 48.58 38 F 0.0 0.8 Pe 0.00 39 16.00 9.6 2.157 T 9.0 0.0010 Pf 0.01 39 16.00 2" L 5.0 120 Pt 48.59 39 F 0.0 0.8 Pe 0.00 40 16.00 9.6 2.157 T 5.0 0.0010 Pf 0.00 40 40 16.00 41 15.50 2" 1T 1E L 2.0 120 Pt 48.59 F 18.5 0.8 Pe 0.22 9.6 2.157 18.5 T 20.5 0.0010 Pf 0.02 41 15.50 4" L 8.5 120 Pt 48.83 41 F 0.0 0.8 Pe 0.00 48 15.50 37.0 4.260 T 8.5 0.0004 Pf 0.00 50 17.50 4" L 10.5 120 Pt 47.81 42 F 0.0 1.0 Pe 0.00 43 17.50 46.3 4.260 T 10.5 0.0007 Pf 0.01 43 43 17.50 44 16.00 2" 3T 2T L 58.0 120 Pt 47.82 F 61.5 0.8 Pe 0.65 9.3 2.157 61.5 T 119.5 0.0009 Pf 0.11 44 16.00 2" L 10.0 120 Pt 48.58 44 F 0.0 0.8 Pe 0.00 45 16.00 9.3 2.157 T 10.0 0.0009 Pf 0.01 45 16.00 2" L 9.0 120 Pt 48.59 45 F 0.0 0.8 Pe 0.00 46 16.00 9.3 2.157 T 9.0 0.0009 Pf 0.01 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 55 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 46 46 16.00 47 16.00 2" 9.3 2.157 L 3.0 120 Pt 48.59 F 0.0 0.8 Pe 0.00 T 3.0 0.0009 Pf 0.00 47 47 16.00 48 15.50 2" 1T 1E L 2.0 120 Pt 48.60 F 18.5 0.8 Pe 0.22 9.3 2.157 18.5 T 20.5 0.0009 Pf 0.02 48 15.50 4" L 11.5 120 Pt 48.83 48 F 0.0 1.0 Pe 0.00 51 15.50 46.3 4.260 T 11.5 0.0007 Pf 0.01 53 17.50 4" L 7.5 120 Pt 47.80 49 F 0.0 1.3 Pe 0.00 50 17.50 56.0 4.260 T 7.5 0.0009 Pf 0.01 50 50 17.50 51 15.50 2" 5E 4T L 84.0 120 Pt 47.81 F 80.0 0.9 Pe 0.87 9.7 2.157 80.0 T 164.0 0.0010 Pf 0.17 51 15.50 4" L 9.5 120 Pt 48.84 51 F 0.0 1.3 Pe 0.00 54 15.50 56.0 4.260 T 9.5 0.0009 Pf 0.01 56 17.50 4" L 6.0 120 Pt 47.79 52 F 0.0 1.5 Pe 0.00 53 17.50 68.2 4.260 T 6.0 0.0014 Pf 0.01 53 53 17.50 54 15.50 2" 2T 2E L 80.0 120 Pt 47.80 F 36.9 1.1 Pe 0.87 12.2 2.157 36.9 T 116.9 0.0016 Pf 0.18 54 15.50 4" L 6.0 120 Pt 48.85 54 F 0.0 1.5 Pe 0.00 57 15.50 68.2 4.260 T 6.0 0.0014 Pf 0.01 61 17.50 4" L 10.0 120 Pt 47.77 55 F 0.0 1.8 Pe 0.00 56 17.50 79.2 4.260 T 10.0 0.0018 Pf 0.02 56 56 17.50 57 15.50 2" 4T 4E L 82.0 120 Pt 47.79 F 73.8 1.0 Pe 0.87 11.0 2.157 73.8 T 155.8 0.0013 Pf 0.20 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 56 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 57 15.50 4" L 12.0 120 Pt 48.86 57 F 0.0 1.8 Pe 0.00 62 15.50 79.2 4.260 T 12.0 0.0018 Pf 0.02 64 17.50 4" L 4.0 120 Pt 47.84 BL4 58 F 0.0 5.8 Pe 0.00 59 17.50 -256.3 4.260 T 4.0 0.0158 Pf -0.06 59 17.50 24.67 [170.5] 4" L 3.0 120 Pt 47.77 BL5 59 F 0.0 1.9 Pe 0.00 60 17.50 -85.8 4.260 T 3.0 0.0021 Pf -0.01 60 17.50 25.62 [177.0] 4" L 4.0 120 Pt 47.77 BL6 60 F 0.0 2.1 Pe 0.00 61 17.50 91.3 4.260 T 4.0 0.0023 Pf 0.01 61 61 17.50 62 15.50 2" 4T 4E L 82.0 120 Pt 47.77 F 73.8 1.1 Pe 0.87 12.1 2.157 73.8 T 155.8 0.0015 Pf 0.24 62 15.50 4" L 9.0 120 Pt 48.88 62 F 0.0 2.1 Pe 0.00 65 15.50 91.3 4.260 T 9.0 0.0023 Pf 0.02 63 67 16.00 64 17.50 4" 2VE L 16.0 120 Pt 49.78 F 17.9 9.3 Pe -0.65 -413.4 4.260 17.9 T 33.9 0.0383 Pf -1.30 64 17.50 24.41 [168.8] 2" 3T 3E L 82.0 120 Pt 47.84 BL4 64 F 55.4 1.0 Pe 0.87 65 15.50 11.8 2.157 55.4 T 137.4 0.0015 Pf 0.20 65 15.50 4" L 11.0 120 Pt 48.90 65 F 0.0 2.3 Pe 0.00 68 15.50 103.0 4.260 T 11.0 0.0029 Pf 0.03 71 16.00 4" L 6.0 120 Pt 50.04 66 F 0.0 9.9 Pe 0.00 67 16.00 -440.7 4.260 T 6.0 0.0432 Pf -0.26 67 67 16.00 68 15.50 2" 4T 4E L 80.0 120 Pt 49.78 F 73.8 2.4 Pe 0.22 -27.4 2.157 73.8 T 153.8 0.0069 Pf -1.07 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 57 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 68 15.50 4" L 8.0 120 Pt 48.93 68 F 0.0 1.7 Pe 0.00 72 15.50 75.7 4.260 T 8.0 0.0017 Pf 0.01 69 16.00 23.28 4" L 6.0 120 Pt 50.70 BL2 69 F 0.0 14.6 Pe 0.00 70 16.00 -650.6 4.260 T 6.0 0.0887 Pf -0.53 70 16.00 24.57 [174.0] 4" L 2.5 120 Pt 50.17 BL3 70 F 0.0 10.7 Pe 0.00 71 16.00 -476.5 4.260 T 2.5 0.0499 Pf -0.12 71 71 16.00 72 15.50 2" 2T 2E L 78.0 120 Pt 50.04 F 36.9 3.1 Pe 0.22 -35.8 2.157 36.9 T 114.9 0.0114 Pf -1.31 72 15.50 4" L 6.0 120 Pt 48.95 72 F 0.0 0.9 Pe 0.00 73 15.50 39.8 4.260 T 6.0 0.0005 Pf 0.00 73 73 15.50 69 16.00 2" 6E 2T L 80.0 120 Pt 48.95 F 61.5 3.5 Pe -0.22 39.8 2.157 61.5 T 141.5 0.0139 Pf 1.97 69 16.00 4" L 3.5 120 Pt 50.70 BL2 75 F 0.0 15.5 Pe 0.00 76 16.00 690.4 4.260 T 3.5 0.0990 Pf 0.35 76 16.00 25.07 [179.1] 4" 1VT L 23.0 120 Pt 51.05 BL1 76 F 21.1 19.6 Pe 0.00 77 16.00 869.5 4.260 21.1 T 44.1 0.1517 Pf 6.69 77 16.00 6" 8VE L 145.0 120 Pt 57.74 77 F 100.6 8.8 Pe 6.93 78 0.00 869.5 6.357 100.6 T 245.6 0.0216 Pf 5.31 78 0.00 6" 1B26 2VT L 12.0 120 Pt 69.97 Top of Riser 78 F 62.9 8.8 Pe 8.23 1B26 = 4.37# 79 -19.00 869.5 6.357 62.9 T 74.9 0.0216 Pf 5.99 79 -19.00 6" 2UT1 1GV L 150.0 140 Pt 84.19 79 2UE F 57.5 10.2 Pe 0.00 80 0.00 869.5 5.890 57.5 T 207.5 0.0236 Pf 4.89 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 58 Pipe Information Nodel Elevi Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 80 0.00 6" L 0.0 140 Pt 89.08 80 500.0 F 0.0 16.1 Pe 0.00 81 0.00 1369.5 5.890 T 0.0 0.0546 Pf 0.00 Supply 90 90 16.50 8.20 98 16.00 27.0 1" 1T L 0.5 120 Pt 10.84 F 5.0 10.0 Pe 0.22 27.0 1.049 5.0 T 5.5 0.2267 Pf 1.25 SU1:K=7.70 92 92 18.50 7.70 [27.0] 2" 93 18.50 27.0 2.157 L 10.0 120 Pt 12.30 SU1 F 0.0 2.4 Pe 0.00 T 10.0 0.0068 Pf 0.07 93 93 18.50 7.70 [27.1] 2" 94 18.50 54.1 2.157 L 8.0 120 Pt 12.37 SU1 F 0.0 4.7 Pe 0.00 T 8.0 0.0245 Pf 0.20 94 18.50 7.70 [27.3] 2" 2VE L 7.0 120 Pt 12.56 SU1 94 F 8.6 7.1 Pe 0.43 95 17.50 81.4 2.157 8.6 T 15.6 0.0521 Pf 0.81 95 17.50 7.70 [28.6] 2" L 6.5 120 Pt 13.81 SU1 95 F 0.0 9.7 Pe 0.00 96 17.50 110.0 2.157 T 6.5 0.0910 Pf 0.59 96 96 17.50 7.70 60 17.50 [29.2] 2" 4VE 1T L 78.0 120 Pt 14.40 SU1 F 29.5 12.2 Pe 0.00 139.2 2.157 29.5 T 107.5 0.1407 Pf 15.13 BL6:K=25.62 98 16.00 7.70 [27.0] 1" 1T L 1.0 120 Pt 12.30 SU1 98 F 5.0 10.0 Pe 0.00 126 16.00 27.0 1.049 5.0 T 6.0 0.2267 Pf 1.36 AO1:K=7.31 99 99 18.50 7.31 [27.0] 2" 100 18.50 27.0 2.157 L 10.0 120 Pt 13.66 AO1 F 0.0 2.4 Pe 0.00 T 10.0 0.0068 Pf 0.07 100 18.50 7.31 [27.1] 2" L 8.0 120 Pt 13.73 AO1 100 F 0.0 4.7 Pe 0.00 101 18.50 54.1 2.157 T 8.0 0.0245 Pf 0.20 101 18.50 7.31 [27.3] 2" 2VE L 7.0 120 Pt 13.92 AO1 101 F 8.6 7.1 Pe 0.43 102 17.50 81.3 2.157 8.6 T 15.6 0.0521 Pf 0.81 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 59 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 102 17.50 7.31 [28.5] 2" L 6.5 120 Pt 15.17 AO1 102 F 0.0 9.6 Pe 0.00 103 17.50 109.8 2.157 T 6.5 0.0907 Pf 0.59 103 103 17.50 7.31 59 17.50 [29.0] 2" 4VE 1T L 84.0 120 Pt 15.76 AO1 F 29.5 12.2 Pe 0.00 138.8 2.157 29.5 T 113.5 0.1400 Pf 15.89 BL5:K=24.67 105 105 18.50 7.70 [27.0] 2" 106 18.50 27.0 2.157 L 10.0 120 Pt 12.30 SU1 F 0.0 2.4 Pe 0.00 T 10.0 0.0068 Pf 0.07 106 18.50 7.70 [27.1] 2" L 8.0 120 Pt 12.37 SU1 106 F 0.0 4.7 Pe 0.00 107 18.50 54.1 2.157 T 8.0 0.0245 Pf 0.20 107 18.50 7.70 [27.3] 2" 2VE L 7.0 120 Pt 12.56 SU1 107 F 8.6 7.1 Pe 0.43 108 17.50 81.4 2.157 8.6 T 15.6 0.0521 Pf 0.81 108 17.50 7.70 [28.6] 2" L 6.5 120 Pt 13.81 SU1 108 F 0.0 9.7 Pe 0.00 109 17.50 110.0 2.157 T 6.5 0.0910 Pf 0.59 109 17.50 7.70 [29.2] 2" 1VE L 10.0 120 Pt 14.40 SU1 109 F 4.3 12.2 Pe 0.00 110 17.50 139.2 2.157 4.3 T 14.3 0.1407 Pf 2.01 110 110 17.50 7.31 111 17.50 [29.6] 2" 3VE 2T L 34.0 120 Pt 16.41 AO1 F 37.5 14.8 Pe 0.00 168.8 2.157 37.5 T 71.5 0.2010 Pf 14.37 111 111 17.50 64 17.50 2" lE 2T L 54.0 120 Pt 30.79 F 30.8 14.8 Pe 0.00 168.8 2.157 30.8 T 84.8 0.2010 Pf 17.05 BL4:K=24.41 113 113 17.00 7.31 [27.0] 2" 114 17.00 27.0 2.157 L 10.0 120 Pt 13.66 AO1 F 0.0 2.4 Pe 0.00 T 10.0 0.0068 Pf 0.07 114 17.00 7.31 [27.1] 2" 2VE L 11.0 120 Pt 13.73 AO1 114 F 8.6 4.7 Pe 0.43 115 16.00 54.1 2.157 8.6 T 19.6 0.0245 Pf 0.48 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 60 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 115 115 16.00 7.31 [28.0] 2" 116 16.00 82.0 2.157 L 10.0 120 Pt 14.64 AO1 F 0.0 7.2 Pe 0.00 T 10.0 0.0529 Pf 0.53 116 16.00 7.31 [28.5] 2" L 7.5 120 Pt 15.17 AO1 116 F 0.0 9.7 Pe 0.00 117 16.00 110.5 2.157 T 7.5 0.0918 Pf 0.69 117 16.00 7.31 [29.1] 2" 6VE 1T L 78.0 120 Pt 15.86 AO1 117 F 38.1 12.3 Pe 0.00 70 16.00 139.6 2.157 38.1 T 116.1 0.1415 Pf 16.42 BL3:K=24.57 119 119 17.00 7.31 [27.0] 2" 120 17.00 27.0 2.157 L 10.0 120 Pt 13.66 AO1 F 0.0 2.4 Pe 0.00 T 10.0 0.0068 Pf 0.07 120 17.00 7.31 [27.1] 2" 2VE L 11.0 120 Pt 13.73 AO1 120 F 8.6 4.7 Pe 0.43 121 16.00 54.1 2.157 8.6 T 19.6 0.0245 Pf 0.48 121 121 16.00 7.31 [28.0] 2" 122 16.00 82.0 2.157 L 10.0 120 Pt 14.64 AO1 F 0.0 7.2 Pe 0.00 T 10.0 0.0529 Pf 0.53 122 122 16.00 7.31 [28.5] 2" 123 16.00 110.5 2.157 L 11.0 120 Pt 15.17 AO1 F 0.0 9.7 Pe 0.00 T 11.0 0.0918 Pf 1.01 123 123 16.00 7.31 124 16.00 [29.4] 2" 4VE 1T L 42.0 120 Pt 16.18 AO1 F 29.5 12.3 Pe 0.00 139.9 2.157 29.5 T 71.5 0.1420 Pf 10.15 124 124 16.00 69 16.00 2" 2E 2T L 32.0 120 Pt 26.33 F 36.9 12.3 Pe 0.00 139.9 2.157 36.9 T 68.9 0.1420 Pf 9.78 BL2:K=23.28 126 126 16.00 7.31 [27.0] 2" 127 16.00 27.0 2.157 L 10.0 120 Pt 13.66 AO1 F 0.0 2.4 Pe 0.00 T 10.0 0.0068 Pf 0.07 127 127 16.00 7.31 [27.1] 2" 128 16.00 54.1 2.157 L 10.0 120 Pt 13.73 AO1 F 0.0 4.7 Pe 0.00 T 10.0 0.0245 Pf 0.24 CONTAINER STORE STORAGE AREA REMOTE AREA #3 Sheet 61 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 128 128 16.00 7.31 [27.3] 2" 129 16.00 81.4 2.157 L 10.0 120 Pt 13.97 AO1 F 0.0 7.1 Pe 0.00 T 10.0 0.0521 Pf 0.52 129 129 16.00 7.31 [27.8] 2" 130 16.00 109.2 2.157 L 10.0 120 Pt 14.49 AO1 F 0.0 9.6 Pe 0.00 T 10.0 0.0898 Pf 0.90 130 130 16.00 7.31 131 16.00 [28.7] 2" 3VE 1T L 40.0 120 Pt 15.39 AO1 F 25.2 12.1 Pe 0.00 137.9 2.157 25.2 T 65.2 0.1383 Pf 9.01 131 16.00 2" 1T L 30.0 120 Pt 24.41 131 F 12.3 12.1 Pe 0.00 70 16.00 137.9 2.157 12.3 T 42.3 0.1383 Pf 5.85 BL1:K=25.07 Hydraulic Calculations Sheet 62 for Project Name: CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Design: Density: 0.40 gpm/sq.ft. Area of application: 2000 square feet Type of sprinklers calculated: K=11.2 No. of sprinklers calculated: 30 heads Hose streams: 500.0 gpm Outside Hose Total water required: Including hose streams Date 10/16/13 Job: CONT-GR3 103.56 psi @ 1540.4 gpm @ Supply 115.25 psi available @ 1540.4 gpm Below curve by 11.69 psi Type of System: Wet Water Supply Information: 120.00 psi Static, 20.00 psi Residual @ 8000.0 gpm Name of Contractor: CROWN FIRE PROTECTION Address: BOTHELL, WASHINGTON Phone Number: Program: 'HydroCalc' by Micro Space Systems www.MicroSpaceSystems.com CONTAINER STORE - SALES FLOOR REMOTE AREA #4 .Sheet 64 CROWN FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow B26 Wilkens Model 350A Double Check Valve Assy. GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only FH4 FLEX HEAD - 4' Description of Other abbreviations Code Description DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction .5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 65 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 2 GP 4.260 9.00 14 3 3 GL1 2.157 28.00 3 4 N 4 GL1 2.157 7.00 4 5 N 5 GL1 2.157 8.00 5 6 N 6 GL1 2.157 3.00 6 7 N 7 GL1 2.157 9.00 7 8 N 8 GL1 2.157 1.00 8 9 N 9 GL1 2.157 13.00 9 10 N 10 GL1 2.157 2.00 10 11 N 11 GL1 2.157 6.00 11 12 N 12 GS 4.260 2.50 12 21 N 13 GP 4.260 10.00 23 14 14 GL2 2.157 6.00 14 15 N 15 GL2 2.157 21.00 15 16 N 16 GL2 2.157 9.00 16 17 N 17 GL2 2.157 10.00 17 18 N 18 GL2 2.157 10.00 18 19 N 19 GL2 2.157 10.00 19 20 N 20 GL2 2.157 8.00 20 21 N 21 GS 4.260 18.00 21 31 N 22 GP 4.260 12.00 33 23 23 GL3 2.157 28.00 23 24 N 24 GL3 2.157 6.00 24 25 N 25 GL3 2.157 11.00 25 26 N 26 GL3 2.157 17.00 26 27 N 27 GL3 2.157 7.00 27 28 N 28 GL3 2.157 8.00 28 29 N 29 GL3 2.157 7.00 29 30 N 30 GN3 2.157 2.00 30 31 N 31 GS 4.260 14.00 31 41 N 32 GP 4.260 11.00 43 33 33 GL4 2.157 24.00 33 34 N 34 GL4 2.157 10.00 34 35 N 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 3E,2T 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.1 120 32 0.000 16.000 0.0 120 32 1E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T,1E 0.000 16.000 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 1T,1E 0.000 16.000 0.0 120 32 1E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 2T,1E 0.000 16.000 0.0 120 32 2VE 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 2T,1E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 3E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T 0.000 16.000 0.0 120 32 1T,1E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 2T,1E 0.000 15.000 0.0 120 32 Sheet 66 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 35 GL4 2.157 6.00 35 36 N 36 GL4 2.157 16.00 36 37 N 37 GL4 2.157 10.00 37 38 N 38 GL4 2.157 9.00 38 39 N 39 GL4 2.157 5.00 39 40 N 40 GN4 2.157 2.00 40 41 N 41 GS 4.260 8.50 41 48 N 42 GP 4.260 10.50 50 43 43 GL5 2.157 58.00 43 44 N CM2 44 GL5 2.157 10.00 44 45 N 45 GL5 2.157 9.00 45 46 N 46 GL5 2.157 3.00 46 47 N 47 GN5 2.157 2.00 47 48 N 48 GS 4.260 11.50 48 51 N 49 GP 4.260 7.50 53 50 50 GL 2.157 84.00 50 51 N 51 GS 4.260 9.50 51 54 N 52 GP 4.260 6.00 56 53 53 GL 2.157 80.00 53 54 N 54 GS 4.260 6.00 54 57 N 55 GP 4.260 10.00 61 56 56 GL 2.157 82.00 56 57 N 57 GS 4.260 12.00 57 62 N 58 GP 4.260 4.00 64 59 59 GP 4.260 3.00 59 60 N 60 GP 4.260 4.00 60 61 N 61 GL 2.157 82.00 61 62 N 62 GS 4.260 9.00 62 65 N 63 GP 4.260 16.00 67 64 64 GL 2.157 82.00 64 65 N 65 GS 4.260 11.00 65 68 N 66 GP 4.260 6.00 71 67 0.000 15.000 0.0 120 32 0.000 15.000 0.0 120 32 2E 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T,1E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 3T,2T 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 0.000 16.000 0.0 120 32 1T,1E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 5E,4T 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 2T,2E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 4T,4E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 0.000 17.500 0.0 120 32 0.000 17.500 0.0 120 32 0.000 17.500 0.0 120 32 4T,4E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 2VE 0.000 17.500 0.0 120 32 3T,3E 0.000 15.500 0.0 120 32 0.000 0.000 0.0 120 32 Sheet 67 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 67 GL 2.157 80.00 67 68 N 0.000 16.000 0.0 120 32 4T,4E 68 GS 4.260 8.00 68 72 N 0.000 15.500 0.0 120 32 69 GP 4.260 6.00 69 70 N 0.000 16.000 0.0 120 32 70 GP 4.260 2.50 70 71 N 0.000 16.000 0.0 120 32 71 GL 3.260 78.00 71 72 N 0.000 16.000 0.0 120 32 2T,2E 72 GS 4.260 6.00 72 73 N 0.000 15.500 0.0 120 32 73 GL 2.157 80.00 73 69 N 0.000 15.500 0.0 120 32 6E,2T 75 BU 4.260 3.50 69 0 0.000 0.000 0.0 120 32 76 BU 4.260 23.00 0 0 0.000 0.000 0.0 120 32 1VT 77 BU 6.357 145.00 0 0 0.000 16.000 0.0 120 32 8VE 78 RI 6.357 12.00 0 0 BU 0.000 19.000 0.0 120 32 1B26,2T 79 UG 5.890 150.00 0 0 RI 0.000 0.000 0.0 140 16 2UT1,1GV,4UE 80 UG 5.890 0.00 0 0 0 000 0.000 500.0 140 16 140 DR1 1.049 0.50 0 0 11.2 8 160 -1.000 0.0 120 16 1T,1FH4 141 DR2 1.049 4.00 0 0 11.2 8.160 -1.000 0.0 120 16 1T,1FH4 142 DR3 1.049 0.50 0 0 11.2 7.000 -0.500 0.0 120 16 1T,1FH4 144 BL7 2.157 10.00 0 0 DR1 0.000 0.000 0.0 120 16 145 BL7 2.157 2.00 0 0 DR1 0.000 0.000 0.0 120 16 146 BL7 2.157 10.00 0 0 DR1 0.000 -2.500 0.0 120 16 2E 147 BL7 2.157 15.00 0 0 DR1 0.000 0.000 0.0 120 16 148 BL7 2.157 7.00 0 0 DR1 0.000 0.000 0.0 120 16 149 BL7 2.157 7.00 0 0 DR1 0.000 0.000 0.0 120 16 1T 151 BL8 2.157 5.50 0 0 DR3 0.000 0.000 0.0 120 16 152 BL8 2.157 6.00 0 0 DR3 0.000 0.000 0.0 120 16 153 BL8 2.157 8.00 0 0 DR1 0.000 0.000 0.0 120 16 154 BL8 2.157 6.00 0 0 DR1 0.000 0.000 0.0 120 16 155 BL8 2.157 10.00 0 0 DR1 0.000 0.000 0.0 120 16 156 BL8 2.157 8.00 0 0 DR1 0.000 0.000 0.0 120 16 157 BL8 2.157 7.00 0 0 DR1 0.000 0.000 0.0 120 16 1T 159 BL9 2.157 6.00 0 0 DR3 0.000 0.000 0.0 120 16 160 BL9 2.157 6.00 0 0 DR3 0.000 0.000 0.0 120 16 161 BL9 2.157 8.00 0 0 DR1 0.000 0.000 0.0 120 16 Sheet 68 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA *4 Raw data previous to any calculations No. Code Diam Length Beg End Nd Kfacl Kfac2 Press Elev Hose HW Vel Fit 162 BL9 2.157 4.00 0 0 DR1 0.000 0.000 0.0 120 16 163 BL9 2.157 15.00 0 0 DR1 0.000 0.000 0.0 120 16 164 BL9 2.157 8.00 0 0 DR1 0.000 0.000 0.0 120 16 165 BL9 2.157 6.00 0 0 DR1 0.000 0.000 0.0 120 16 1T 167 BL10 2.157 8.00 0 0 DR3 0.000 0.000 0.0 120 16 168 BL10 2.157 4.00 0 0 DR1 0.000 0.000 0.0 120 16 169 BL10 2.157 4.00 0 0 DR2 0.000 0.000 0.0 120 16 170 BL10 2.157 2.00 0 0 DR2 0.000 0.000 0.0 120 16 171 BL10 2.157 4.00 0 0 DR2 0.000 0.000 0.0 120 16 1T 173 BL11 2.157 6.50 0 0 DR1 0.000 0.000 0.0 120 16 174 BL11 2.157 8.50 0 0 DR1 0.000 0.000 0.0 120 16 175 BL11 2.157 9.50 0 0 DR1 0.000 0.000 0.0 120 16 176 BL11 2.157 9.50 0 0 DR1 0.000 0.000 0.0 120 16 1E 177 BL11 2.157 30.00 0 0 DR1 0.000 0.000 0.0 120 16 1E,1T 179 CM2 4.260 9.50 0 0 BL7 0.000 0.000 0.0 120 16 180 CM2 4.260 9.00 0 0 BL8 0.000 0.000 0.0 120 16 181 CM2 4.260 16.00 0 0 BL9 0.000 0.000 0.0 120 16 182 CM2 4.260 3.00 0 0 BL10 0.000 0.000 0.0 120 16 183 CM2 4.260 60.00 0 0 BL11 0.000 0.000 0.0 120 16 Sheet 69 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 L 0.5 PT 8.16 140 32.0=11.20(8.16)A.5 F 29.0 PE -0.43 (EL= -1.0 ft) 140 32.0 1.049 1T 1FH4 T 29.5 0.31034 PF 9.16 11.9 PT 16.88 144 Bl Jct K -factor for drop 1 = 32.0/(16.88)A.5 = 7.79 at Hyd Ref Pts 144 145 146 147 148 149 153 154 155 156 157 161 162 163 164 165 168 173 174 175 176 177 Drop 2 L 4.0 PT 8.16 141 32.0=11.20(8.16)A.5 F 29.0 PE -0.43 141 32.0 1.049 1T 1FH4 T 33.0 0.31034 PF 10.24 11.9 PT 17.97 169 K -factor for drop 2 = 32.0/(17.97)A.5 = 7.55 at Hyd Ref Pts 169 170 171 Drop 3 L 0.5 PT 7.00 142 29.6=11.20(7.00)".5 F 29.0 PE -0.22 142 29.6 1.049 1T 1FH4 T 29.5 0.26931 PF 7.94 PT 14.73 151 K -factor for drop 3 = 29.6/(14.73)A.5 = 7.71 at Hyd Ref Pts 151 152 159 160 167 11.0 C = 120 (EL= -1.0 ft) B1 Jct C = 120 (EL= -0.5 ft) Bl Jct CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Sheet 70 Notes Branchline No. 7 C = 120 L 10.0 PT 16.88 144 DR1 32.0=7.79(16.88)A.5 F 0.0 PE 0.00 144 32.0 2.157 T 10.0 0.00927 PF 0.09 2.8 L 2.0 PT 16.97 145 DR1 32.1=7.79(16.97)A.5 F 0.0 PE 0.00 145 64.1 2.157 T 2.0 0.03352 PF 0.07 5.6 L 10.0 PT 17.04 146 DR1 32.2=7.79(17.04)A.5 F 12.3 PE -1.08 (EL= -2.5 ft) 146 96.2 2.157 2E T 22.3 0.07111 PF 1.59 8.4 L 15.0 PT 17.54 147 DR1 32.6=7.79(17.54)A.5 F 0.0 PE 0.00 147 128.9 2.157 T 15.0 0.12203 PF 1.83 11.3 L 7.0 PT 19.37 148 DR1 34.3=7.79(19.37)A.5 F 0.0 PE 0.00 148 163.1 2.157 T 7.0 0.18880 PF 1.32 14.3 L 7.0 PT 20.70 149 DR1 35.4=7.79(20.70)A.5 F 12.3 PE 0.00 149 198.6 2.157 1T T 19.3 0.27159 PF 5.24 17.4 PT 25.94 179 Cross main Jct K -factor for branchline no. 7 = 198.6/(25.94)A.5 = 39.00 Sheet 71 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 8 (Beginning pressure increased due to Hyd Ref Pt 15) C = 120 L 5.5 PT 16.64 151 DR3 31.5=7.71(16.64)A.5 F 0.0 PE 0.00 151 31.5 2.157 T 5.5 0.00899 PF 0.05 2.8 L 6.0 PT 16.69 152 DR3 31.5=7.71(16.69)A.5 F 0.0 PE 0.00 152 63.0 2.157 T 6.0 0.03245 PF 0.19 5.5 L 8.0 PT 16.88 153 DR1 32.0=7.79(16.88)A.5 F 0.0 PE 0.00 153 95.0 2.157 T 8.0 0.06940 PF 0.56 8.3 L 6.0 PT 17.44 154 DR1 32.5=7.79(17.44)A.5 F 0.0 PE 0.00 154 127.5 2.157 T 6.0 0.11967 PF 0.72 11.2 L 10.0 PT 18.16 155 DR1 33.2=7.79(18.16)A.5 F 0.0 PE 0.00 155 160.7 2.157 T 10.0 0.18359 PF 1.84 14.1 L 8.0 PT 19.99 156 DR1 34.8=7.79(19.99)A.5 F 0.0 PE 0.00 156 195.5 2.157 T 8.0 0.26391 PF 2.11 17.2 L 7.0 PT 22.10 157 DR1 36.6=7.79(22.10)A.5 F 12.3 PE 0.00 157 232.1 2.157 1T T 19.3 0.36257 PF 7.00 20.4 PT 29.10 180 Cross main Jct K -factor for branchline no. 8 = 232.1/(29.10)A.5 = 43.02 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Sheet 72 Notes Branchline No. 9 (Beginning pressure increased due to Hyd Ref Pt 16) C = 120 L 6.0 PT 16.64 159 DR3 31.5=7.71(16.64)A.5 F 0.0 PE 0.00 159 31 5 2 157 T 6.0 0.00899 PF 0.05 2.8 L 6.0 PT 16.69 160 DR3 31.5=7.71(16.69)A.5 F 0.0 PE 0.00 160 63.0 2.157 T 6.0 0.03245 PF 0.19 5.5 L 8.0 PT 16.89 161 DR1 32.0=7.79(16.89)A.5 F 0.0 PE 0.00 161 95.0 2.157 T 8.0 0.06941 PF 0.56 8.3 L 4.0 PT 17.44 162 DR1 32.5=7.79(17.44)A.5 F 0.0 PE 0.00 162 127.5 2.157 T 4.0 0.11969 PF 0.48 11.2 L 15.0 PT 17.92 163 DR1 33.0=7.79(17.92)A.5 F 0.0 PE 0.00 163 160.5 2.157 T 15.0 0.18316 PF 2.75 14.1 L 8.0 PT 20.67 164 DR1 35.4=7.79(20.67)A.5 F 0.0 PE 0.00 164 195.9 2.157 T 8.0 0.26487 PF 2.12 17.2 L 6.0 PT 22.79 165 DR1 37.2=7.79(22.79)A.5 F 12.3 PE 0.00 165 233.1 2.157 1T T 18.3 0.36530 PF 6.69 20.5 PT 29.47 181 Cross main Jct K -factor for branchline no. 9 = 233.1/(29.47)'.5 = 42.94 Sheet 73 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 10 (Beginning pressure increased due to Hyd Ref Pt 16) C = 120 L 8.0 PT 17.76 167 DR3 32.5=7.71(17.76)A.5 F 0.0 PE 0.00 167 32.5 2.157 T 8.0 0.00955 PF 0.08 2.9 L 4.0 PT 17.84 168 DR1 32.9=7.79(17.84)A.5 F 0.0 PE 0.00 168 65.4 2.157 T 4.0 0.03480 PF 0.14 5.7 L 4.0 PT 17.98 169 DR2 32.0=7.55(17.98)A.5 F 0.0 PE 0.00 169 97.4 2.157 T 4.0 0.07272 PF 0.29 8.6 L 2.0 PT 18.27 170 DR2 32.3=7.55(18.27)A.5 F 0.0 PE 0.00 170 129.7 2.157 T 2.0 0.12346 PF 0.25 11.4 L 4.0 PT 18.51 171 DR2 32.5=7.55(18.51)A.5 F 12.3 PE 0.00 171 162.2 2.157 1T T 16.3 0.18670 PF 3.04 14.2 PT 21.56 182 Cross ma Jct K -factor for branchline no. 10 = 162.2/(21.56)x.5 = 34.94 Sheet 74 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 11 C = 120 L 6.5 PT 16.88 173 DR1 32.0=7.79(16.88)A.5 F 0.0 PE 0.00 173 32.0 2.157 T 6.5 0.00927 PF 0.06 2.8 L 8.5 PT 16.94 174 DR1 32.1=7.79(16.94)A.5 F 0.0 PE 0.00 174 64.1 2.157 T 8.5 0.03349 PF 0.28 5.6 L 9.5 PT 17.22 175 DR1 32.3=7.79(17.22)A.5 F 0.0 PE 0.00 175 96.4 2.157 T 9.5 0.07131 PF 0.68 8.5 L 9.5 PT 17.90 176 DR1 33.0=7.79(17.90)A.5 F 6.2 PE 0.00 176 129.3 2.157 1E T 15.7 0.12287 PF 1.93 11.4 L 30.0 PT 19.83 177 DR1 34.7=7.79(19.83)A.5 F 18.5 PE 0.00 177 164.0 2.157 1E 1T T 48.5 0.19069 PF 9.25 14.4 PT 29.08 183 Cross main Jct K -factor for branchline no. 11 = 164.0/(29.08)'.5 = 30.41 Sheet 75 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 2 (Beginning pressure increased due to Hyd Ref Pt 18) C = 120 L 9.5 PT 29.00 179 BL7 210.0=39.00(29.00)A.5 F 0.0 PE 0.00 179 210.0 4.260 T 9.5 0.01095 PF 0.10 4.7 L 9.0 PT 29.10 180 BL8 232.1=43.02(29.10)A.5 F 0.0 PE 0.00 180 442.1 4.260 T 9.0 0.04342 PF 0.39 10.0 L 16.0 PT 29.49 181 BL9 233.2=42.94(29.49)A.5 F 0.0 PE 0.00 181 675.3 4.260 T 16.0 0.09506 PF 1.52 15.2 L 3.0 PT 31.02 182 BL10 194.6=34.94(31.02)A.5 F 0.0 PE 0.00 182 869.9 4.260 T 3.0 0.15184 PF 0.46 19.6 L 60.0 PT 31.47 183 BL11 170.6=30.41(31.47)A.5 F 0.0 PE 0.00 183 1040.5 4.260 T 60.0 0.21149 PF 12.69 23.4 PT 44.16 43 Bulk Jct K -factor for Cross main 2 = 1040.5/(44.16)A.5 = 156.58 Sheet 76 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Grid Node Analysis Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 3 - 44.36 17.50 4 - 46.37 16.00 5 - 46.51 16.00 6 - 46.66 16.00 7 - 46.72 16.00 8 - 46.89 16.00 9 - 46.91 16.00 10 - 47.28 16.00 11 - 47.32 16.00 12 - 47.79 16.00 14 - 44.35 17.50 15 - 45.53 16.00 16 - 46.11 16.00 17 - 46.31 16.00 18 - 46.52 16.00 19 - 46.74 16.00 20 - 46.96 16.00 21 - 47.79 16.00 23 - 44.32 17.50 24 - 46.01 16.00 25 - 46.11 16.00 26 - 46.30 16.00 27 - 46.93 16.00 28 - 47.05 16.00 29 - 47.19 16.00 30 - 47.53 16.00 31 - 48.11 15.50 33 - 44.26 17.50 34 - 46.51 15.00 35 - 46.72 15.00 36 - 46.85 15.00 37 - 47.02 16.00 38 - 47.23 16.00 39 - 47.42 16.00 40 - 47.53 16.00 41 - 48.18 15.50 43 1040.4 44.16 K=156.58 CM 2 17.50 44 - 47.19 16.00 45 - 47.39 16.00 46 - 47.57 16.00 Sheet 77 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Grid Node Analysis Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 47 48 50 51 53 54 56 57 59 60 61 62 64 65 67 68 69 70 71 72 73 (1040.4) 47.63 48.26 45.52 48.42 46.41 48.60 47.06 48.74 48.78 48.48 48.08 49.06 49.18 49.31 53.44 49.57 55.74 Feed Jct 54.63 54.17 49.71 49.72 16.00 15.50 17.50 15.50 17.50 15.50 17.50 15.50 17.50 17.50 17.50 15.50 17.50 15.50 16.00 15.50 16.00 16.00 16.00 15.50 15.50 Sheet 78 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 2 4.260 9.0 9.0 0.00 47.5 0.0007 0.01 1.1 14 3 44.35 44.36 3 2.157 28.0 71.1 1.50 47.5 0.0192 1.37 4.2 3 4 44.36 46.37 Fit= 43.1 3E 2T 4 2.157 7.0 7.0 0.00 47.5 0.0192 0.13 4.2 4 5 46.37 46.51 5 2.157 8.0 8.0 0.00 47.5 0.0192 0.15 4.2 5 6 46.51 46.66 6 2.157 3.0 3.0 0.00 47.5 0.0192 0.06 4.2 6 7 46.66 46.72 7 2.157 9.0 9.0 0.00 47.5 0.0192 0.17 4.2 7 8 46.72 46.89 8 2.157 1.0 1.0 0.00 47.5 0.0192 0.02 4.2 8 9 46.89 46.91 9 2.157 13.0 19.2 0.00 47.5 0.0192 0.37 4.2 9 10 46.91 47.28 Fit= 6.2 1E 10 2.157 2.0 2.0 0.00 47.5 0.0192 0.04 4.2 10 11 47.28 47.32 11 2.157 6.0 24.5 0.00 47.5 0.0192 0.47 4.2 11 12 47.32 47.79 Fit= 18.5 1T 1E 12 4.260 2.5 2.5 0.00 47.5 0.0007 0.00 1.1 12 21 47.79 47.79 13 4.260 10.0 10.0 0.00 98.0 0.0027 0.03 2.2 23 14 44.32 44.35 14 2.157 6.0 24.5 1.50 50.5 0.0216 0.53 4.4 14 15 44.35 45.53 Fit= 18.5 1T 1E 15 2.157 21.0 27.2 0.00 50.5 0.0216 0.59 4.4 15 16 45.53 46.11 Fit= 6.2 lE 16 2.157 9.0 9.0 0.00 50.5 0.0216 0.19 4.4 16 17 46.11 46.31 17 2.157 10.0 10.0 0.00 50.5 0.0216 0.22 4.4 17 18 46.31 46.52 18 2.157 10.0 10.0 0.00 50.5 0.0216 0.22 4.4 18 19 46.52 46.74 19 2.157 10.0 10.0 0.00 50.5 0.0216 0.22 4.4 19 20 46.74 46.96 20 2.157 8.0 38.8 0.00 50.5 0.0216 0.84 4.4 20 21 46.96 47.79 Fit= 30.8 2T 1E 21 4.260 18.0 35.9 0.50 98.0 0.0027 0.10 2.2 21 31 47.79 48.11 Fit= 17.9 2VE Sheet 79 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 22 4.260 12.0 12.0 0.00 143.2 0.0054 0.06 3.2 33 23 44.26 44.32 23 2.157 28.0 58.8 1.50 45.2 0.0176 1.03 4.0 23 24 44.32 46.01 Fit= 30.8 2T 1E 24 2.157 6.0 6.0 0.00 45.2 0.0176 0.11 4.0 24 25 46.01 46.11 25 2.157 11.0 11.0 0.00 45.2 0.0176 0.19 4.0 25 26 46.11 46.30 26 2.157 17.0 35.5 0.00 45.2 0.0176 0.62 4.0 26 27 46.30 46.93 Fit= 18.5 3E 27 2.157 7.0 7.0 0.00 45.2 0.0176 0.12 4.0 27 28 46.93 47.05 28 2.157 8.0 8.0 0.00 45.2 0.0176 0.14 4.0 28 29 47.05 47.19 29 2.157 7.0 19.3 0.00 45.2 0.0176 0.34 4.0 29 30 47.19 47.53 Fit= 12.3 1T 30 2.157 2.0 20.5 0.50 45.2 0.0176 0.36 4.0 30 31 47.53 48.11 Fit= 18.5 1T 1E 31 4.260 14.0 14.0 0.00 143.2 0.0054 0.08 3.2 31 41 48.11 48.18 32 4.260 11.0 11.0 0.00 193.3 0.0094 0.10 4.4 43 33 44.16 44.26 33 2.157 24.0 54.8 2.50 50.1 0.0213 1.17 4.4 33 34 44.26 46.51 Fit= 30.8 2T 1E 34 2.157 10.0 10.0 0.00 50.1 0.0213 0.21 4.4 34 35 46.51 46.72 35 2.157 6.0 6.0 0.00 50.1 0.0213 0.13 4.4 35 36 46.72 46.85 36 2.157 16.0 28.3 -1.00 50.1 0.0213 0.60 4.4 36 37 46.85 47.02 Fit= 12.3 2E 37 2.157 10.0 10.0 0.00 50.1 0.0213 0.21 4.4 37 38 47.02 47.23 38 2.157 9.0 9.0 0.00 50.1 0.0213 0.19 4.4 38 39 47.23 47.42 39 2.157 5.0 5.0 0.00 50.1 0.0213 0.11 4.4 39 40 47.42 47.53 40 2.157 2.0 20.5 0.50 50.1 0.0213 0.44 4.4 40 41 47.53 48.18 Fit= 18.5 1T 1E 41 4.260 8.5 8.5 0.00 193.3 0.0094 0.08 4.4 41 48 48.18 48.26 Sheet 80 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes © Beg © End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 42 4.260 10.5 10.5 0.00 -798.7 0.1297 1.36 18.0 50 43 45.52 44.16 43 2.157 58.0 119.5 1.50 48.5 0.0200 2.39 4.3 43 44 44.16 47.19 Fit= 61.5 3T 2T 44 2.157 10.0 10.0 0.00 48.5 0.0200 0.20 4.3 44 45 47.19 47.39 45 2.157 9.0 9.0 0.00 48.5 0.0200 0.18 4.3 45 46 47.39 47.57 46 2.157 3.0 3.0 0.00 48.5 0.0200 0.06 4.3 46 47 47.57 47.63 47 2.157 2.0 20.5 0.50 48.5 0.0200 0.41 4.3 47 48 47.63 48.26 Fit= 18.5 1T lE 48 4.260 11.5 11.5 0.00 241.8 0.0142 0.16 5.4 48 51 48.26 48.42 49 4.260 7.5 7.5 0.00 -761.2 0.1186 0.89 17.1 53 50 46.41 45.52 50 2.157 84.0 164.0 2.00 37.5 0.0124 2.04 3.3 50 51 45.52 48.42 Fit= 80.0 5E 4T 51 4.260 9.5 9.5 0.00 279.3 0.0186 0.18 6.3 51 54 48.42 48.60 52 4.260 6.0 6.0 0.00 -725.5 0;1085 0.65 16.3 56 53 47.06 46.41 53 2.157 80.0 116.9 2.00 35.7 0.0114 1.33 3.1 53 54 46.41 48.60 Fit= 36.9 2T 2E 54 4.260 6.0 6.0 0.00 315.0 0.0232 0.14 7.1 54 57 48.60 48.74 55 4.260 10.0 10.0 0.00 -702.0 0.1021 1.02 15.8 61 56 48.08 47.06 56 2.157 82.0 155.8 2.00 23.5 0.0052 0.82 2.1 56 57 47.06 48.74 Fit= 73.8 4T 4E 57 4.260 12.0 12.0 0.00 338.5 0.0265 0.32 7.6 57 62 48.74 49.06 58 4.260 4.0 4.0 0.00 -693.9 0.1000 0.40 15.6 64 59 49.18 48.78 59 4.260 3.0 3.0 0.00 -693.9 0.1000 0.30 15.6 59 60 48.78 48.48 60 4.260 4.0 4.0 0.00 -693.9 0.1000 0.40 15.6 60 61 48.48 48.08 61 2.157 82.0 155.8 2.00 8.1 0.0007 0.11 0.7 61 62 48.08 49.06 Fit= 73.8 4T 4E Sheet 81 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Grid Pipe Information Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes Q Beg Q End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 62 4.260 9.0 9.0 0.00 346.5 0.0277 0.25 7.8 62 65 49.06 49.31 63 4.260 16.0 33.9 -1.50 -717.8 0.1064 3.61 16.2 67 64 53.44 49.18 Fit= 17.9 2VE 64 2.157 82.0 137.4 2.00 -23.8 0.0054 0.74 2.1 64 65 49.18 49.31 Fit= 55.4 3T 3E 65 4.260 11.0 11.0 0.00 322.7 0.0242 0.27 7.3 65 68 49.31 49.57 66 4.260 6.0 6.0 0.00 -774.2 0.1224 0.73 17.4 71 67 54.17 53.44 67 2.157 80.0 153.8 0.50 -56.5 0.0265 4.08 5.0 67 68 53.44 49.57 Fit= 73.8 4T 4E 68 4.260 8.0 8.0 0.00 266.2 0.0170 0.14 6.0 68 72 49.57 49.71 69 4.260 6.0 6.0 0.00 -966.1 0.1844 1.11 21.7 69 70 55.74 54.63 70 4.260 2.5 2.5 0.00 -966.1 0.1844 0.46 21.7 70 71 54.63 54.17 71 3.260 78.0 137.1 0.50 -191.9 0.0341 4.68 7.4 71 72 54.17 49.71 Fit= 59.1 2T 2E 72 4.260 6.0 6.0 0.00 74.3 0.0016 0.01 1.7 72 73 49.71 49.72 73 2.157 80.0 141.5 -0.50 74.3 0.0441 6.24 6.5 73 69 49.72 55.74 Fit= 61.5 6E 2T Sheet 82 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ___= L 3.5 PT 55.74 69 Grid Jct 1040.4=139.36(55.74)A.5 F 0.0 PE 0.00 75 1040.4 4.260 T 3.5 0.21148 PF 0.74 23.4 L 23.0 PT 56.48 76 F 21.1 PE 0.00 76 1040.4 4.260 1VT T 44.1 0.21148 PF 9.33 23.4 L 145.0 PT 65.81 77 F 100.6 PE 6.93 (EL= 16.0 ft) 77 1040.4 6.357 8VE T 245.6 0.03011 PF 7.39 10.5 PT 80.13 78 Top of Riser Riser C = 120 L 12.0 PT 80.13 78 Top of Riser F 75.4 PE 8.23 (EL= 19.0 ft) 78 1040.4 6.357 1B26 2T T 87.4 0.03011 PF 7.74 10.5 1B26 = 5.10# PT 96.09 79 B.O.R. Under ground C = 140 L 150.0 PT 96.09 79 B.O.R. F 77.5 PE 0.00 79 1040.4 5.890 2UT1 1GV T 227.5 0.03282 PF 7.47 12.3 4UE L 0.0 PT 103.56 80 500.0 gpm = Hose F 0.0 PE 0.00 80 1540.4 5.890 T 0.0 0.00000 PF 0.00 18.1 PT 103.56 81 Supply Jct Available flow at 103.56 psi is 3014.8 gpm which is 1474.4 gpm from curve. Supply pressure available with 1540.4 gpm flowing is 115.25 psi, thus system requirement is 11.69 psi below supply curve. (10.1%) CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Supply Analysis Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure Sheet 83 81 120.00 20.00 8000.0 115.25 1540.4 103.56 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 3 17.50 4 16.00 5 16.00 6 16.00 7 16.00 8 16.00 9 16.00 10 16.00 11 16.00 12 16.00 14 17.50 15 16.00 16 16.00 17 16.00 18 16.00 19 16.00 20 16.00 21 16.00 23 17.50 24 16.00 25 16.00 26 16.00 27 16.00 28 16.00 29 16.00 30 16.00 31 15.50 33 17.50 34 15.00 35 15.00 36 15.00 37 16.00 38 16.00 39 16.00 40 16.00 41 15.50 43 17.50 44 16.00 44.36 46.37 46.51 46.66 46.72 46.89 46.91 47.28 47.32 47.79 44.35 45.53 46.11 46.31 46.52 46.74 46.96 47.79 44.32 46.01 46.11 46.30 46.93 47.05 47.19 47.53 48.11 44.26 46.51 46.72 46.85 47.02 47.23 47.42 47.53 48.18 44.16 47.19 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Sheet 84 Notes 45 16.00 47.39 46 16.00 47.57 47 16.00 47.63 48 15.50 48.26 50 17.50 45.52 51 15.50 48.42 53 17.50 46.41 54 15.50 48.60 56 17.50 47.06 57 15.50 48.74 59 17.50 48.78 60 17.50 48.48 61 17.50 48.08 62 15.50 49.06 64 17.50 49.18 65 15.50 49.31 67 16.00 53.44 68 15.50 49.57 69 16.00 Feed Jct 55.74 70 16.00 54.63 71 16.00 54.17 72 15.50 49.71 73 15.50 49.72 76 16.00 56.48 77 16.00 65.81 - 78 0.00 80.13 - 79 -19.00 96.09 - 80 0.00 Hose 103.56 500.0 81 0.00 103.56 140 14.00 Orif=11.20 8.16 32.0 141 16.50 Orif=11.20 8.16 32.0 142 17.00 Orif=11.20 7.00 29.6 144 15.00 16.88 - 145 15.00 16.97 146 15.00 17.04 147 17.50 17.54 148 17.50 19.37 149 17.50 20.70 151 17.50 16.64 152 17.50 16.69 153 17.50 16.88 154 17.50 17.44 155 17.50 18.16 156 17.50 19.99 157 17.50 22.10 159 17.50 16.64 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Node Analysis Sheet 85 Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 160 17.50 161 17.50 162 17.50 163 17.50 164 17.50 165 17.50 167 17.50 168 17.50 169 17.50 170 17.50 171 17.50 173 17.50 174 17.50 175 17.50 176 17.50 177 17.50 179 17.50 180 17.50 181 17.50 182 17.50 183 17.50 16.69 16.89 17.44 17.92 20.67 22.79 17.76 17.84 17.98 18.27 18.51 16.88 16.94 17.22 17.90 19.83 29.00 29.10 29.49 31.02 31.47 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 86 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 2 14 17.50 3 17.50 4" 47.5 4.260 L 9.0 120 Pt 44.35 F 0.0 1.1 Pe 0.00 T 9.0 0.0007 Pf 0.01 3 3 17.50 4 16.00 2" 3E 2T L 28.0 120 Pt 44.36 F 43.1 4.2 Pe 0.65 47.5 2.157 43.1 T 71.1 0.0192 Pf 1.37 4 16.00 2" L 7.0 120 Pt 46.37 4 F 0.0 4.2 Pe 0.00 5 16.00 47.5 2.157 T 7.0 0.0192 Pf 0.13 5 16.00 2" L 8.0 120 Pt 46.51 5 F 0.0 4.2 Pe 0.00 6 16.00 47.5 2.157 T 8.0 0.0192 Pf 0.15 6 16.00 2" L 3.0 120 Pt 46.66 6 F 0.0 4.2 Pe 0.00 7 16.00 47.5 2.157 T 3.0 0.0192 Pf 0.06 7 16.00 2" L 9.0 120 Pt 46.72 7 F 0.0 4.2 Pe 0.00 8 16.00 47.5 2.157 T 9.0 0.0192 Pf 0.17 8 8 16.00 9 16.00 2" L 1.0 120 Pt 46.89 0.1 F 0.0 4.2 Pe 0.00 47.5 2.157 T 1.0 0.0192 Pf 0.02 9 9 16.00 2" 1E 10 16.00 47.5 2.157 L 13.0 120 Pt 46.91 F 6.2 4.2 Pe 0.00 6.2 T 19.2 0.0192 Pf 0.37 10 16.00 2" L 2.0 120 Pt 47.28 10 F 0.0 4.2 Pe 0.00 11 16.00 47.5 2.157 T 2.0 0.0192 Pf 0.04 11 11 16.00 12 16.00 2" 1T 1E L 6.0 120 Pt 47.32 F 18.5 4.2 Pe 0.00 47.5 2.157 18.5 T 24.5 0.0192 Pf 0.47 12 16.00 4" L 2.5 120 Pt 47.79 12 F 0.0 1.1 Pe 0.00 21 16.00 47.5 4.260 T 2.5 0.0007 Pf 0.00 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 87 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 13 23 17.50 14 17.50 4" 98.0 4.260 L 10.0 120 Pt 44.32 F 0.0 2.2 Pe 0.00 T 10.0 0.0027 Pf 0.03 14 14 17.50 15 16.00 2" 1T 1E L 6.0 120 Pt 44.35 F 18.5 4.4 Pe 0.65 50.5 2.157 18.5 T 24.5 0.0216 Pf 0.53 15 16.00 2" 1E L 21.0 120 Pt 45.53 15 F 6.2 4.4 Pe 0.00 16 16.00 50.5 2.157 6.2 T 27.2 0.0216 Pf 0.59 16 16.00 2" L 9.0 120 Pt 46.11 16 F 0.0 4.4 Pe 0.00 17 16.00 50.5 2.157 T 9.0 0.0216 Pf 0.19 17 16.00 2" L 10.0 120 Pt 46.31 17 F 0.0 4.4 Pe 0.00 18 16.00 50.5 2.157 T 10.0 0.0216 Pf 0.22 18 16.00 2" L 10.0 120 Pt 46.52 18 F 0.0 4.4 Pe 0.00 19 16.00 50.5 2.157 T 10.0 0.0216 Pf 0.22 19 16.00 2" L 10.0 120 Pt 46.74 19 F 0.0 4.4 Pe 0.00 20 16.00 50.5 2.157 T 10.0 0.0216 Pf 0.22 20 20 16.00 21 16.00 2" 2T 1E L 8.0 120 Pt 46.96 F 30.8 4.4 Pe 0.00 50.5 2.157 30.8 T 38.8 0.0216 Pf 0.84 21 21 16.00 31 15.50 4" 2VE L 18.0 120 Pt 47.79 F 17.9 2.2 Pe 0.22 98.0 4.260 17.9 T 35.9 0.0027 Pf 0.10 33 17.50 4" L 12.0 120 Pt 44.26 22 F 0.0 3.2 Pe 0.00 23 17.50 143.2 4.260 T 12.0 0.0054 Pf 0.06 23 23 17.50 24 16.00 2" 2T 1E L 28.0 120 Pt 44.32 F 30.8 4.0 Pe 0.65 45.2 2.157 30.8 T 58.8 0.0176 Pf 1.03 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 88 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 24 24 16.00 25 16.00 2" 45.2 2.157 L 6.0 120 Pt 46.01 F 0.0 4.0 Pe 0.00 T 6.0 0.0176 Pf 0.11 25 16.00 2" L 11.0 120 Pt 46.11 25 F 0.0 4.0 Pe 0.00 26 16.00 45.2 2.157 T 11.0 0.0176 Pf 0.19 26 26 16.00 27 16.00 2" 3E L 17.0 120 Pt 46.30 F 18.5 4.0 Pe 0.00 45.2 2.157 18.5 T 35.5 0.0176 Pf 0.62 27 16.00 2" L 7.0 120 Pt 46.93 27 F 0.0 4.0 Pe 0.00 28 16.00 45.2 2.157 T 7.0 0.0176 Pf 0.12 28 16.00 2" L 8.0 120 Pt 47.05 28 F 0.0 4.0 Pe 0.00 29 16.00 45.2 2.157 T 8.0 0.0176 Pf 0.14 29 16.00 2" 1T L 7.0 120 Pt 47.19 29 F 12.3 4.0 Pe 0.00 30 16.00 45.2 2.157 12.3 T 19.3 0.0176 Pf 0.34 30 30 16.00 31 15.50 2" 1T 1E L 2.0 120 Pt 47.53 F 18.5 4.0 Pe 0.22 45.2 2.157 18.5 T 20.5 0.0176 Pf 0.36 31 15.50 4" L 14.0 120 Pt 48.11 31 F 0.0 3.2 Pe 0.00 41 15.50 143.2 4.260 T 14.0 0.0054 Pf 0.08 43 17.50 4" L 11.0 120 Pt 44.16 CM 2 32 F 0.0 4.4 Pe 0.00 33 17.50 193.3 4.260 T 11.0 0.0094 Pf 0.10 33 33 17.50 34 15.00 2" 2T lE L 24.0 120 Pt 44.26 F 30.8 4.4 Pe 1.08 50.1 2.157 30.8 T 54.8 0.0213 Pf 1.17 34 15.00 2" L 10.0 120 Pt 46.51 34 F 0.0 4.4 Pe 0.00 35 15.00 50.1 2.157 T 10.0 0.0213 Pf 0.21 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 89 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 35 35 15.00 36 15.00 2" 50.1 2.157 L 6.0 120 Pt 46.72 F 0.0 4.4 Pe 0.00 T 6.0 0.0213 Pf 0.13 36 36 15.00 37 16.00 2" 2E L 16.0 120 Pt 46.85 F 12.3 4.4 Pe -0.43 50.1 2.157 12.3 T 28.3 0.0213 Pf 0.60 37 16.00 2" L 10.0 120 Pt 47.02 37 F 0.0 4.4 Pe 0.00 38 16.00 50.1 2.157 T 10.0 0.0213 Pf 0.21 38 16.00 2" L 9.0 120 Pt 47.23 38 F 0.0 4.4 Pe 0.00 39 16.00 50.1 2.157 T 9.0 0.0213 Pf 0.19 39 16.00 2" L 5.0 120 Pt 47.42 39 F 0.0 4.4 Pe 0.00 40 16.00 50.1 2.157 T 5.0 0.0213 Pf 0.11 40 40 16.00 41 15.50 2" 1T 1E L 2.0 120 Pt 47.53 F 18.5 4.4 Pe 0.22 50.1 2.157 18.5 T 20.5 0.0213 Pf 0.44 41 15.50 4" L 8.5 120 Pt 48.18 41 F 0.0 4.4 Pe 0.00 48 15.50 193.3 4.260 T 8.5 0.0094 Pf 0.08 50 17.50 4" L 10.5 120 Pt 45.52 42 F 0.0 18.0 Pe 0.00 43 17.50 -798.7 4.260 T 10.5 0.1297 Pf -1.36 43 43 17.50 44 16.00 2" 3T 2T L 58.0 120 Pt 44.16 CM 2 F 61.5 4.3 Pe 0.65 48.5 2.157 61.5 T 119.5 0.0200 Pf 2.39 44 16.00 2" L 10.0 120 Pt 47.19 44 F 0.0 4.3 Pe 0.00 45 16.00 48.5 2.157 T 10.0 0.0200 Pf 0.20 45 16.00 2" L 9.0 120 Pt 47.39 45 F 0.0 4.3 Pe 0.00 46 16.00 48.5 2.157 T 9.0 0.0200 Pf 0.18 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 90 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 46 46 16.00 47 16.00 2" 48.5 2.157 L 3.0 120 Pt 47.57 F 0.0 4.3 Pe 0.00 T 3.0 0.0200 Pf 0.06 47 47 16.00 48 15.50 2" 1T 1E L 2.0 120 Pt 47.63 F 18.5 4.3 Pe 0.22 48.5 2.157 18.5 T 20.5 0.0200 Pf 0.41 48 15.50 4" L 11.5 120 Pt 48.26 48 F 0.0 5.4 Pe 0.00 51 15.50 241.8 4.260 T 11.5 0.0142 Pf 0.16 53 17.50 4" L 7.5 120 Pt 46.41 49 F 0.0 17.1 Pe 0.00 50 17.50 -761.2 4.260 T 7.5 0.1186 Pf -0.89 50 50 17.50 51 15.50 2" 5E 4T L 84.0 120 Pt 45.52 F 80.0 3.3 Pe 0.87 37.5 2.157 80.0 T 164.0 0.0124 Pf 2.04 51 15.50 4" L 9.5 120 Pt 48.42 51 F 0.0 6.3 Pe 0.00 54 15.50 279.3 4.260 T 9.5 0.0186 Pf 0.18 56 17.50 4" L 6.0 120 Pt 47.06 52 F 0.0 16.3 Pe 0.00 53 17.50 -725.5 4.260 T 6.0 0.1085 Pf -0.65 53 53 17.50 54 15.50 2" 2T 2E L 80.0 120 Pt 46.41 F 36.9 3.1 Pe 0.87 35.7 2.157 36.9 T 116.9 0.0114 Pf 1.33 54 15.50 4" L 6.0 120 Pt 48.60 54 F 0.0 7.1 Pe 0.00 57 15.50 315.0 4.260 T 6.0 0.0232 Pf 0.14 61 17.50 4" L 10.0 120 Pt 48.08 55 F 0.0 15.8 Pe 0.00 56 17.50 -702.0 4.260 T 10.0 0.1021 Pf -1.02 56 56 17.50 57 15.50 2" 4T 4E L 82.0 120 Pt 47.06 F 73.8 2.1 Pe 0.87 23.5 2.157 73.8 T 155.8 0.0052 Pf 0.82 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 91 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 57 57 15.50 62 15.50 4" 338.5 4.260 L 12.0 120 Pt 48.74 F 0.0 7.6 Pe 0.00 T 12.0 0.0265 Pf 0.32 64 17.50 4" L 4.0 120 Pt 49.18 58 F 0.0 15.6 Pe 0.00 59 17.50 -693.9 4.260 T 4.0 0.1000 Pf -0.40 59 17.50 4" L 3.0 120 Pt 48.78 59 F 0.0 15.6 Pe 0.00 60 17.50 -693.9 4.260 T 3.0 0.1000 Pf -0.30 60 17.50 4" L 4.0 120 Pt 48.48 60 F 0.0 15.6 Pe 0.00 61 17.50 -693.9 4.260 T 4.0 0.1000 Pf -0.40 61 61 17.50 62 15.50 2" 4T 4E L 82.0 120 Pt 48.08 F 73.8 0.7 Pe 0.87 8.1 2.157 73.8 T 155.8 0.0007 Pf 0.11 62 15.50 4" L 9.0 120 Pt 49.06 62 F 0.0 7.8 Pe 0.00 65 15.50 346.5 4.260 T 9.0 0.0277 Pf 0.25 67 16.00 4" 2VE L 16.0 120 Pt 53.44 63 F 17.9 16.2 Pe -0.65 64 17.50 -717.8 4.260 17.9 T 33.9 0.1064 Pf -3.61 64 64 17.50 65 15.50 2" 3T 3E L 82.0 120 Pt 49.18 F 55.4 2.1 Pe 0.87 -23.8 2.157 55.4 T 137.4 0.0054 Pf -0.74 65 15.50 4" L 11.0 120 Pt 49.31 65 F 0.0 7.3 Pe 0.00 68 15.50 322.7 4.260 T 11.0 0.0242 Pf 0.27 71 16.00 4" L 6.0 120 Pt 54.17 66 F 0.0 17.4 Pe 0.00 67 16.00 -774.2 4.260 T 6.0 0.1224 Pf -0.73 67 67 16.00 68 15.50 2" 4T 4E L 80.0 120 Pt 53.44 F 73.8 5.0 Pe 0.22 -56.5 2.157 73.8 T 153.8 0.0265 Pf -4.08 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 92 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 68 68 15.50 72 15.50 4" 266.2 4.260 L 8.0 120 Pt 49.57 F 0.0 6.0 Pe 0.00 T 8.0 0.0170 Pf 0.14 69 16.00 4" L 6.0 120 Pt 55.74 69 F 0.0 21.7 Pe 0.00 70 16.00 -966.1 4.260 T 6.0 0.1844 Pf -1.11 70 16.00 4" L 2.5 120 Pt 54.63 70 F 0.0 21.7 Pe 0.00 71 16.00 -966.1 4.260 T 2.5 0.1844 Pf -0.46 71 16.00 3" 2T 2E L 78.0 120 Pt 54.17 71 F 59.1 7.4 Pe 0.22 72 15.50 -191.9 3.260 59.1 T 137.1 0.0341 Pf -4.68 72 15.50 4" L 6.0 120 Pt 49.71 72 F 0.0 1.7 Pe 0.00 73 15.50 74.3 4.260 T 6.0 0.0016 Pf 0.01 73 73 15.50 69 16.00 2" 6E 2T L 80.0 120 Pt 49.72 F 61.5 6.5 Pe -0.22 74.3 2.157 61.5 T 141.5 0.0441 Pf 6.24 69 16.00 4" L 3.5 120 Pt 55.74 75 F 0.0 23.4 Pe 0.00 76 16.00 1040.4 4.260 T 3.5 0.2115 Pf 0.74 76 16.00 4" 1VT L 23.0 120 Pt 56.48 76 F 21.1 23.4 Pe 0.00 77 16.00 1040.4 4.260 21.1 T 44.1 0.2115 Pf 9.33 77 16.00 6" 8VE L 145.0 120 Pt 65.81 77 F 100.6 10.5 Pe 6.93 78 0.00 1040.4 6.357 100.6 T 245.6 0.0301 Pf 7.39 78 0.00 6" 1B26 2T L 12.0 120 Pt 80.13 Top of Riser 78 F 75.4 10.5 Pe 8.23 1B26 = 5.10# 79 -19.00 1040.4 6.357 75.4 T 87.4 0.0301 Pf 7.74 79 -19.00 6" 2UT1 1GV L 150.0 140 Pt 96.09 79 4UE F 77.5 12.3 Pe 0.00 80 0.00 1040.4 5.890 77.5 T 227.5 0.0328 Pf 7.47 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 93 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 80 0.00 6" L 0.0 140 Pt 103.56 80 500.0 F 0.0 18.1 Pe 0.00 81 0.00 1540.4 5.890 T 0.0 0.0678 Pf 0.00 Supply 140 14.00 11.20 32.0 1" 1T 1FH4 L 0.5 120 Pt 8.16 140 F 29.0 11.9 Pe -0.43 144 15.00 32.0 1.049 29.0 T 29.5 0.3104 Pf 9.16 DR1:K=7.79 141 16.50 11.20 32.0 1" 1T 1FH4 L 4.0 120 Pt 8.16 141 F 29.0 11.9 Pe -0.43 169 17.50 32.0 1.049 29.0 T 33.0 0.3104 Pf 10.24 DR2:K=7.55 142 17.00 11.20 29.6 1" 1T 1FH4 L 0.5 120 Pt 7.00 142 F 29.0 11.0 Pe -0.22 151 17.50 29.6 1.049 29.0 T 29.5 0.2693 Pf 7.94 DR3:K=7.71 144 144 15.00 7.79 [32.0] 2" 145 15.00 32.0 2.157 L 10.0 120 Pt 16.88 DR1 F 0.0 2.8 Pe 0.00 T 10.0 0.0093 Pf 0.09 145 15.00 7.79 [32.1] 2" L 2.0 120 Pt 16.97 DR1 145 F 0.0 5.6 Pe 0.00 146 15.00 64.1 2.157 T 2.0 0.0335 Pf 0.07 146 15.00 7.79 [32.1] 2" 2E L 10.0 120 Pt 17.04 DR1 146 F 12.3 8.4 Pe -1.08 147 17.50 96.2 2.157 12.3 T 22.3 0.0711 Pf 1.59 147 147 17.50 7.79 [32.6] 2" 148 17.50 128.9 2.157 L 15.0 120 Pt 17.54 DR1 F 0.0 11.3 Pe 0.00 T 15.0 0.1220 Pf 1.83 148 17.50 7.79 [34.3] 2" L 7.0 120 Pt 19.37 DR1 148 F 0.0 14.3 Pe 0.00 149 17.50 163.1 2.157 T 7.0 0.1888 Pf 1.32 149 17.50 7.79 [35.4] 2" 1T L 7.0 120 Pt 20.70 DR1 149 F 12.3 17.4 Pe 0.00 179 17.50 198.6 2.157 12.3 T 19.3 0.2716 Pf 5.24 BL7:K=39.00 151 17.50 7.71 [31.5] 2" L 5.5 120 Pt 16.64 DR3 151 F 0.0 2.8 Pe 0.00 152 17.50 31.5 2.157 T 5.5 0.0090 Pf 0.05 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 94 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 152 152 17.50 7.71 [31.5] 2" 153 17.50 63.0 2.157 L 6.0 120 Pt 16.69 DR3 F 0.0 5.5 Pe 0.00 T 6.0 0.0325 Pf 0.19 153 153 17.50 7.79 [32.0] 2" 154 17.50 95.0 2.157 L 8.0 120 Pt 16.88 DR1 F 0.0 8.3 Pe 0.00 T 8.0 0.0694 Pf 0.56 154 17.50 7.79 [32.5] 2" L 6.0 120 Pt 17.44 DR1 154 F 0.0 11.2 Pe 0.00 155 17.50 127.5 2.157 T 6.0 0.1197 Pf 0.72 155 155 17.50 7.79 [33.2] 2" 156 17.50 160.7 2.157 L 10.0 120 Pt 18.16 DR1 F 0.0 14.1 Pe 0.00 T 10.0 0.1836 Pf 1.84 156 17.50 7.79 [34.8] 2" L 8.0 120 Pt 19.99 DR1 156 F 0.0 17.2 Pe 0.00 157 17.50 195.5 2.157 T 8.0 0.2639 Pf 2.11 157 17.50 7.79 [36.6] 2" 1T L 7.0 120 Pt 22.10 DR1 157 F 12.3 20.4 Pe 0.00 180 17.50 232.1 2.157 12.3 T 19.3 0.3626 Pf 7.00 BL8:K=43.02 159 17.50 7.71 [31.5] 2" L 6.0 120 Pt 16.64 DR3 159 F 0.0 2.8 Pe 0.00 160 17.50 31.5 2.157 T 6.0 0.0090 Pf 0.05 160 17.50 7.71 [31.5] 2" L 6.0 120 Pt 16.69 DR3 160 F 0.0 5.5 Pe 0.00 161 17.50 63.0 2.157 T 6.0 0.0325 Pf 0.19 161 17.50 7.79 [32.0] 2" L 8.0 120 Pt 16.89 DR1 161 F 0.0 8.3 Pe 0.00 162 17.50 95.0 2.157 T 8.0 0.0694 Pf 0.56 162 162 17.50 7.79 [32.5] 2" 163 17.50 127.5 2.157 L 4.0 120 Pt 17.44 DR1 F 0.0 11.2 Pe 0.00 T 4.0 0.1197 Pf 0.48 163 163 17.50 7.79 [33.0] 2" 164 17.50 160.5 2.157 L 15.0 120 Pt 17.92 DR1 F 0.0 14.1 Pe 0.00 T 15.0 0.1832 Pf 2.75 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 95 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 164 17.50 7.79 [35.4] 2" L 8.0 120 Pt 20.67 DR1 164 F 0.0 17.2 Pe 0.00 165 17.50 195.9 2.157 T 8.0 0.2649 Pf 2.12 165 17.50 7.79 [37.2] 2" 1T L 6.0 120 Pt 22.79 DR1 165 F 12.3 20.5 Pe 0.00 181 17.50 233.1 2.157 12.3 T 18.3 0.3653 Pf 6.69 BL9:K=42.94 167 17.50 7.71 [32.5] 2" L 8.0 120 Pt 17.76 DR3 167 F 0.0 2.9 Pe 0.00 168 17.50 32.5 2.157 T 8.0 0.0095 Pf 0.08 168 168 17.50 7.79 [32.9] 2" 169 17.50 65.4 2.157 L 4.0 120 Pt 17.84 DR1 F 0.0 5.7 Pe 0.00 T 4.0 0.0348 Pf 0.14 169 169 17.50 7.55 [32.0] 2" 170 17.50 97.4 2.157 L 4.0 120 Pt 17.98 DR2 F 0.0 8.6 Pe 0.00 T 4.0 0.0727 Pf 0.29 170 17.50 7.55 [32.3] 2" L 2.0 120 Pt 18.27 DR2 170 F 0.0 11.4 Pe 0.00 171 17.50 129.7 2.157 T 2.0 0.1235 Pf 0.25 171 17.50 7.55 [32.5] 2" 1T L 4.0 120 Pt 18.51 DR2 171 F 12.3 14.2 Pe 0.00 182 17.50 162.2 2.157 12.3 T 16.3 0.1867 Pf 3.04 BL10:K=34.94 173 17.50 7.79 [32.0] 2" L 6.5 120 Pt 16.88 DR1 173 F 0.0 2.8 Pe 0.00 174 17.50 32.0 2.157 T 6.5 0.0093 Pf 0.06 174 17.50 7.79 [32.1] 2" L 8.5 120 Pt 16.94 DR1 174 F 0.0 5.6 Pe 0.00 175 17.50 64.1 2.157 T 8.5 0.0335 Pf 0.28 175 17.50 7.79 [32.3] 2" L 9.5 120 Pt 17.22 DR1 175 F 0.0 8.5 Pe 0.00 176 17.50 96.4 2.157 T 9.5 0.0713 Pf 0.68 176 17.50 7.79 [33.0] 2" 1E L 9.5 120 Pt 17.90 DR1 176 F 6.2 11.4 Pe 0.00 177 17.50 129.3 2.157 6.2 T 15.7 0.1229 Pf 1.93 CONTAINER STORE - SALES FLOOR REMOTE AREA #4 Sheet 96 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 177 17.50 7.79 [34.7] 2" lE 1T L 30.0 120 Pt 19.83 DR1 177 F 18.5 14.4 Pe 0.00 183 17.50 164.0 2.157 18.5 T 48.5 0.1907 Pf 9.25 BL11:K=30.41 179 179 17.50 39.00 [210.0] 4" 180 17.50 210.0 4.260 L 9.5 120 Pt 29.00 BL7 F 0.0 4.7 Pe 0.00 T 9.5 0.0110 Pf 0.10 180 17.50 43.02 [232.1] 4" L 9.0 120 Pt 29.10 BL8 180 F 0.0 10.0 Pe 0.00 181 17.50 442.1 4.260 T 9.0 0.0434 Pf 0.39 181 181 17.50 42.94 [233.2] 4" 182 17.50 675.3 4.260 L 16.0 120 Pt 29.49 BL9 F 0.0 15.2 Pe 0.00 T 16.0 0.0951 Pf 1.52 182 17.50 34.94 [194.6] 4" L 3.0 120 Pt 31.02 BL10 182 F 0.0 19.6 Pe 0.00 183 17.50 869.9 4.260 T 3.0 0.1518 Pf 0.46 183 183 17.50 30.41 [170.6] 4" 43 17.50 1040.5 4.260 L 60.0 120 Pt 31.47 BL11 F 0.0 23.4 Pe 0.00 T 60.0 0.2115 Pf 12.69 08/08/2013 13:30 4254818695 FAX TRANSMITTAL CROWN FIRE Fax No. CROWN FIRE PROTECTION, INC. C'oml an% MEM 8.8.13 Fire Prevention Bureau Tukwila Fire Department / Al Demo Permit Number 01' Pages (Including (.over) 0 Urgent RI For Review 0 Please Comment © Please Reply PAGE 02/02 206575.4439 From Cristie °gland. P1:425.481.7669 FX:425.481.8695 Comment Please provide a demo permit to remove (2) flare sprinkler lines for the Container Store at 2437 Southcenter Mall. The building permit # is D13-224. Please let me know if you have any questions or need any additional information. Tlar& T UKWILA FIRE DEPARTMENT Please cal! 206-575-4407 and give this Fire Permit No. S- /95 and exact address for shut- down hutdown or restoration approval. P.O. BOX 12113 MILL CREEK, WA 98082 PH: 425.481.7669 FX: 425.481,8695 //Net ZFh' TH N INF FIRS ALARM SYSTEM ADDITION TUKWILA, WASHINGTON SHEET \U v3E� SHEET TITLE FA -01 SYST_ V I\FOIV ATO \ & S \GLE LI\ AG A v FA -02 TYPICAL WRI\G A\3 IVOU\T \G DIAGAV S' & CALC U LATI O \ S FA -03 FRE ALA V SYSTE v PLA\ SHEET INDEX Q UANTITY 1 2 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT BPS REMOTE BOOSTER POWER SUPPLY PAD -3 SIEMENS PAD-3-ENCL 66" A.F.F. TO TOP SMOKE DETECTOR HFP-11 W/ (PHOTO -ADDRESSABLE) DB -11 BASE SIEMENS 4S DEEP W/ 1G RING CEILING 15 ® DUCT DETECTOR D 15 16 17 1 AD2-XHR W/ HFP-11 DET. SIEMENS DUCT HOUSING VERIFY IN FIELD TSM DUCT DETECTOR TEST SWITCH TSM -1 SIEMENS 1 -GANG BOX VERIFY IN FIELD HT -R INTERFACE MODULE WITH RELAY HTRI-R SIEMENS 4S DEEP BOX VERIFY IN FIELD FIRE ALARM N I C` T Q e -e- 5 (CEILING MOUNT) FIRE ALARM STROBE (CEILING MOUNT) SEF -MC -CW SIEMENS 4S DEEP W/ CEILING 1-1/2" EXTN ZR -MC -CW SIEMENS 4S DEEP BOX CEILING JUNCTION BOX ( 8" X 8" x 4" ) F.B.O. F.B.O. N /A VERIFY IN FIELD O JUNCTION BOX ( 4S DEEP TYPE ) F.B.O. F.B.O. N/A VERIFY IN FIELD A.F.F. ABOVE FINISHED FLOOR N/A N/A N /A N/A EX EXISTING DEVICE 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 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 SYMBOLS L EGEND WISE SCHEDULE A\D CO\DUIT FILL CHAT WIRE DESIGNATION SYMBOL DESCRIPTI❑N NUMBER ❑F CONDUCTORS SIZE TYPE COLOR CODE C STROBE SYNC TWISTED PAIR WITH SHIELD #14 FPL/FPLR RED (JACKET) D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #14 FPL/FPLR RED (JACKET) S' STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #14 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) V' SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) CONDUIT HILL CHAT NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 0.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 0.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 1-1/8" .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 FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. \0 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 SIEv1ENS 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 IDENTIFICATIO\ 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 REFERE\CE 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 VOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" 3ELOW 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 FROv1 THE EV1ERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT 3E INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURI\G CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEA\ED OR REPLACED I\ ACCORDANCE WITH \FPA 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 DE3RIS 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. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., vETALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOM vIENDED 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 These pi;:. Pre st4 1.. a` A. th re., Tukwila Fire %:,.1i flt city and ,,,,c,i7-itions of adopted for the •�le da i.gner. t awings after -.., : ; t require a approval. 'NOTICE 4 completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the inspector prior to comm;^ nc^r9 t ofAcce..pta rice Test -Q. -03f any Fire .Alarm and Detection Systems. Failure of test w :ll 1 4s.l �iL in a Re -inspection Fee and termination of the testing Voice 2 x c. tnessc5t ill Gil 4.-e45- ¥ r o N., it by..ect e- 1,00,41 le. rt, Its wlo dleoli k61 test an i inspection by P5 twc-1 b>r41w- . _ Tr1e : Ui; _ .. t ,:,,)r; Bur 3U. ESCALATOR 0 V/0 YO UO WJ u c0J 120121 124161 1 0 NNW 1 21111 0 0 0 0 0 e CAVE STOP 126161 121151 0- 0 v 17 121151 O 121201 O ELEC 0 2 tat J ✓) 0 00 121301 121251 0 0 I IFC1 0 1FC101 0 \1 0 0 1iF! C151i r_ ✓ THAI 1 I GO 0' 0 0 0 0 IJ 0 0 U 121551 e 114301 SPENCER LIFTS 121601 0 121701 122061 ij S.HA 6101141 U z w 0 121751 122051 c 0 0 OR a 1- a :N 0 0 \\� RETAIL RETAIL '\ ;;-H \ ITTO' 0 I SARKU '! 1 FC4 FC31 / 1I FC5 11 0 BAYOU GRIM 1FC5 CAFE PHO - \ ROOF -TER-• E ROOF / FC61/ SU8'WAY 0 HERRAC-E TERRACE THE CONTAINER STORE #633 TUKWILA FIRE DFPARTr4ENT Please call 2c ;-.5s vs -z?! 07 zi d give this Fir e!m't I `D d �3nkj� ie a and exact adckr.Iss for shut- down or restoration approvals KEY PLAN FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC INTERFACE. NEW SIEMENS PAD -3 BOOSTER POWER SUPPLY. AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 11 OVAC BRANCH CIRCUIT. DUCT DETECTOR, RELAY MODULE FOR FAN SHUTDOWN - LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. PROVIDE TEST SWITCH MODULE FOR EACH DUCT DETECTOR - INSTALL OUTSIDE THE SOUTH WALL OF ELECTRIC ROOM 112, SEE FIRE ALARM PLAN ON SHEET FA -03. FOR WIRING DETAIL SEE SHEETS FA -01 SINGLE LINE DIAGRAM & FA -02 TYPICAL WIRING DETAILS. EX (LOCATED AT HALLWAY BY ELECTRICAL ROOM) FSD FSD RTU -5 DUCT DETECTOR, RELAY MODULE FOR DAMPER SHUTDOWN - LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. PROVIDE TEST SWITCH MODULE FOR EACH DUCT DETECTOR - INSTALL OUTSIDE THE SOUTH WALL OF ELECTRIC ROOM 112, SEE FIRE ALARM PLAN ON SHEET FA -03. FOR WIRING DETAIL SEE SHEETS FA -01 SINGLE LINE DIAGRAM & FA -02 TYPICAL WIRINGDETAILS. 1 FIELD LOCATE TENANT JUNCTION BOX. RTU -6 FSD FSD RTU -3 v v a FSD FSD FSD FSD \4/ \4/ \ty FSD RTU -2 \;/\/ RTU -1 s,v,v s, v,v EOL titititi 3 � S4-1 S4-2 L 95cd 95cd S,V,V S,V,V S,V,V' y S,V,V S,V,V 7 S,V,V y S,V,V y S,V,V' S3-1 S3-2 S3-3 S3-4 S3-5 S3-6 S3-7 15cd 30cd 15cd 15cd 15cd 95cd 75cd S,V,V' 7 S,V,V 7 S,V,V 7 S,V,V S2-1 S2-2 S2-3 S2-4 S2-5 95cd 95cd 95cd 95cd 95cd S,V,V S,V,V 7 S,V,V 7 S,V,V' 120VAC, DEDICATED 1 ) (BY OTHERS) ( S1-1 S1-2 S1-3 S1-4 95cd 95cd 95cd 95cd EOL S1 EOL S2 EOL S3 SE9CA)r6D FLOOR OCT -8 2013 WIRE DESIGNATION GENERAL NOTES SINGLE LINE DIAGRAM UKVVILA FIRE do ' Z'., 41014 CO 0 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 1\ `L L /1V L/ 1 \L V 1 1 VI YV NO DATE DESCRIPTION REV. BY: DMG DESIGNED BY: D. SAGRELIUS DATE: 10/04/13 BACKROUND PLAN PROVIDED BY: t ICD SIIIkADCD. CZ7n-1 . SHOP DRAWINGS M 0 0 <<<<i‹ j li>:00 CO O7 F-Cn CC 0 Q Wz Z= Wc") Q QLIU I- =� CC og UL 0 'JUALL: NUI 10 SCALL DRAWN BY: D. GARCIA DESIGNED BY: D. SAGRELIUS DATE: 10/04/13 BACKROUND PLAN PROVIDED BY: t ICD SIIIkADCD. CZ7n-1 . SHEET FA -01 Proprietary and Confidential, Copyright 2013 by Guardian Security Systems, Inc. All Rights Reserved ,..,,,,,,„!„ -....,..,,,,,,,,,,.A..n.,,..:, .,...,--. --% 4'4 , ,.1,,,n,S,-., ' ` ' - `.....• -,, -'''' ...' ''',, ',.. ' - "::' : .' - ' ' '' '''':' ' ' ,,. :r12'4,1,-V4.5':r.--':' ,Z.. n''',U;;L:,2:-' '.--, .,',.. r- :„, ..i",^1 „ '.. DESIGNED BY: D. SAGRELIUS DATE: 10/04/13 • in o MI ILIDUD. C Z 7/1_ 1 I SHOP DRAWINGS Current Load: 10/04/13 Standby: Alarm: 44,174A4ft..i?-- ' -,,, „ ri !Z.:, ;,,''''' '-':, '''''''' „ ' _„. 4r:''''''''' . „ • Device Type Qty Amps Total Amps Total Qty HFP-11 2 0.0022 0.0022 0.0023 0.005 AD2-XHR 15 0.0635 0.0635 0.064 0.960 1 HTR -R 16 0.009600 0.0096 0.021 0.336 • 3 .. i • 0.069 , '0.20Ty. • • SEF -MC -CW @30CD 1 I 0.111 0.111 SEF4VIP,CW 75CD ,', ' •• •' : • -, i. 0.2• 0.0731 Amps 1.296 Amps ,..,,,,,,„!„ -....,..,,,,,,,,,,.A..n.,,..:, .,...,--. --% 4'4 , ,.1,,,n,S,-., ' ` ' - `.....• -,, -'''' ...' ''',, ',.. ' - "::' : .' - ' ' '' '''':' ' ' ,,. :r12'4,1,-V4.5':r.--':' ,Z.. n''',U;;L:,2:-' '.--, .,',.. r- :„, ..i",^1 „ '.. DESIGNED BY: D. SAGRELIUS DATE: 10/04/13 BACKROUND PLAN PROVIDED BY: in o MI ILIDUD. C Z 7/1_ 1 I SHOP DRAWINGS 10/04/13 Current .1.-',W,'!fte!!;`ei:'",, „- :''' .-'',,- .'''' 44,174A4ft..i?-- ' -,,, „ ri !Z.:, ;,,''''' '-':, '''''''' „ ' _„. 4r:''''''''' . „ • } • . Device Type Qty Amps Total Amps Total Main System Board 1 0.03 " 0.03 0.030 0.030 SEF -Q @ 5QD : '• •' • 3 .. i • 0.069 , '0.20Ty. • • SEF -MC -CW @30CD 1 I 0.111 0.111 SEF4VIP,CW 75CD ,', ' •• •' : • -, i. 0.2• 0,.200. SEF -MC -CW 95CD 7 0.264 1.848 ZR -MC -CW -:@15cp: T . ' . , :, 0.069 ' 0.069 ZR -MC -CW ©30CD 0.111 - : „• • • 0.03 Amps; '•, 2.465 Amps Standby Current Load:: 0.03 Amps • For 24 Hours = ' 0.720 Amp -hours„ Alarin CurretitLbad:,; •.: 2.465 Amps - • For.,5 Mintite '. 9.207 Amp -hours ,..-;•-• - . . . ,•r',:' : :•. ,•; • 25% Derating=: • 1.159 A ri,hou - '•-. Total System Current Load: 1.159 Amp -hours Ba--------" --"Nc",',: -- ----r ' -----4,..i::., - - , , 777 : 2,,, '- 10,01.-5.fiR;i:::Z:g;, , '.,, -....'. ,„.; ,.. Notification Appliance Circuit Detail PROJECT: •THE CONTAINER STORE Panel: PAD -3 POWER SUPPLY Date: October 7, 2013 Wire Resistance 2.58 CURRENT TOTAL= 2376.00 SEF -MC -CW @15cd 69 0 SEF -MG -CW : 030cd 111 0 SEF -MC -CW @75cd 4 SEF-mo-aIN @95cd - 264 1056 ; @i5cd 69 - - 7R -MC -CW -630cd „ • DEVICES '4 -• TOTALmA=, 1056: 14 200. OE 234 . 22.72 1056 TotalWire Resistance ( R ) :( VI/L* 2 )* (Rift) , 1.21 Totat Device Load, Amps (1) 1 (Tool pct, Load) :1.06 Voltage Drop ( E ) 24 : -22.72 EOL Voltage , (E= I * R) 1.28 - : SEF -MC -CW g3Oi :;:cu-- 111 • • 0 , , 69 '•- SEF• :SEF -MC -CW @l5cd - SEF -MC -CW @75cd @75Cd ; - 200i -6 5i: ,-:: EP-TMC:6111-:@§sc ii -,T 244 Y' ' 1320 iii-MC-CW4i5a i 69 0; • DEVICES • 5 • TOTAL mA= 1320 14 • 183 • 23.38 1320 Total Wire Resistance (R) , -• Tota:t Devic:eLoadiAmPS(1), Voltage Drop ( E ) • EOL Voltage--; :_ • • • * j* (Rift) 0.94 (Total' Cc _Load) ; .32 (E= I * R) 1.25 .' • 22 75 " • A 44t- SYSTEM CALCULATIONS Notification Appliance Circuit Detail PROJECT: THE CONTAINER STORE Panel: PAD -3 POWER SUPPLY Date: October 7, 2013 Wire Resistance 2.58 CURRENT TOTAL= 1379.00 3 • SEF -MC -CW @15cd • 69 207 SEF -MC -CW @75cd SEF -MC -CW @95cd,- ffi-MC-CW @.15cd Zi41C-CW-' @.30cd ; DEVICES 7 --'7"." 7•° , 7".","` 200 200; • ''2842--; • r• ••• ••••• • • 69; 111 0 • TOTAL mA=i 851 14 162 • 23.29 851 Total Wire Resistance ( R ) • ( * )* (R/ft) 0.84 Total Device Load Amps (1) (Total Cct Load) 0.85 Voltage Drop ( E ) • •(E= I * R) EOLVoltage , ' - - 0.71 SEF-MC-CWel5cd : 691 • SEF -MC -CW 200. ZR -MC -CW @15cd 69: 0 TIT DEVICES 2 TOTAL mA=: 528 14 89 • 23.93: 528 Total Wire Resistance (R) • . TotioOpOce1,-oa0Atilp*(1).'1'.:':.:..: . ., . Voltage Drop ( E ) .-::- :::i:-, ;":'-. '• -..- • .EOLY,olta-ge;.: ;---. .zi'', :: -: ' : ': f ' -,. ::-•'''' ': '.- ‘• ' .:'IS': - '' ' ''''' '': 0.46 cr.9 (E= I * R) fa -I C41...aa0) 0.53 • 0.24 24 - Notification Appliance Circuit Detail -VOICE PROJECT: THE CONTAINER STORE Panel: EXISTING SPEAKER CIRCUIT wire Resistance 2.58 Date: October 7, 2013 CURRENT TOTAL= 130.98 29 , SEF -MC @1/4 -WATT 3.54 • 102.66; • „ @1/21-WATTr- ' • • "•• • "". • SEF -MC @1 -WATT 14.14 o' • . SEF..1y1c.@2.-WAIT SEF @1/4 -WATT •• 3.54 •0! SEF.@1/2-.. ; 7. . 0 SEF @1 -WATT 14.14 0. SEF @2. -WATT . 20.29: DEVICES 33 • TOTAL' mA=' • 138.98 - 14 . 1723 22.84 130.98 Total Wire Resistance ( R ) ( WL * 2)* (Rift) 8.89 Total. Device Load, Amps (1) •••(Total Cct Load) Voltage Drop ( E ) (E= 1 * R) • 1.16 EOLVoitage,:.. •• 22.84 THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTAI I FD IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. DUCK OVER 3' WIDE: SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. TUBE OUTLET SAMPLING TUBE INLET SAMPLING AT LEAST SIX DUCT WIDTHS FROM BEND DUCT DETECTOR MOUNTING DETAIL 120VAC-6,112 DEDICATED ELIERC84CY( FROM EXISTING STROBE CIRCUIT S CABLE S' CABLE (-) HARD LID CEILING 3IIt� 070 N L 00 0 PAD -3 000 INPUT INPUT TROUBLE NAC1MC2 NAC3 NAC4 AUX + 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 3.6k E011Y 0 0 0 0 (+) (-) (+) SPEAKER SUPPORT TILE BRIDGE ,)2 NAC S4 '; NAC S3 L,1 NAC S2 NAC S1 POWER SUPPLY WIRING DETAIL 4" SQUARE DEEP BOX WITH 1-1/2" EXTENSION CEILING MOUNTED SPEAKER/STROBE SPEAKER STROBE & STROBE CEILING MOUNTING DETAIL FROM REMOTE POWER SUPPLY FEED FROM EXISTING VOICE CIRCUIT (V CABLE) RETURN TO EXISTING VOICE CIRCUIT (V' CABLE) FROM PREVIOUS > (+) ADDRESSABLE > DEVICE (-) 0 rri PE (+) ) TSM -1 0 0 0 HTRI-R 7 s• 0 0 GROUND (-) (+) (-) TO FAN RTU FAN SHUTDOWN TO FSD SHUTDOWN >TO NEXT DEVICE OR STOP IF LAST DEVICE DUCT DETECTOR, TEST SWITCH & RELAY MODULE WIRING DETAIL 6.) STROBE SPEAKER (+)(-) (Th (+) ) STROBE (+) (-) STROBE SPEAKER (+) ((Thr-,) SPEAKER STROBES & STROBES ONLY WIRING DETAIL TYPICAL WIRING AND MOUNTING DETAILS TO NEXT DEVICE OR END OF LINE NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERqT1NG TEMPERANRE: +32' F (0' C) TO 100' F (3/1C) HUMIDITY: 0-93% RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR --N. • p FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN ( ) > DATA IN (+) > DEVICE IS USTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR /- DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW () (+) SMOKE DETECTOR WIRING DETAIL JUNCTION BOX MOUNTED ON CEILING FLEX -.@.4.:,-Xx,),.•;,',3Tz,<W0',,,,sW*.,'WA0-4.?;-- z' -•-,.. JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT iiT > TO NEXT ADDRESSABLE DEVICE 0 0 TO NEXT DEVICE 00 CADDY BAR SMOKE DETECTOR SUSPENDED ILLUMINATED CEILING SMOKE DETECTOR MOUNTING DETAIL Proprietary and Confidential, Copyright 2013 by Guardian Security Systems, Inc. All Rights Reserved CO 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 62844990 TEL. (206) 622-6545 1 • 1 \ V IVIVI [NO DATE DESCRIPTION REV. BY: DMG DESIGNED BY: D. SAGRELIUS DATE: 10/04/13 BACKROUND PLAN PROVIDED BY: in o MI ILIDUD. C Z 7/1_ 1 I SHOP DRAWINGS 10/04/13 <<<<< } F- Lll CD z z 0 0 'ALL: NO I IU SCALE ' DRAWN BY: D. GARCIA DESIGNED BY: D. SAGRELIUS DATE: 10/04/13 BACKROUND PLAN PROVIDED BY: in o MI ILIDUD. C Z 7/1_ 1 I 1- SHEET FA -02 • I�I { S2-4 95cd S,V,V-0 S2-3 95cd S,V,V S,V,V EOL S2 S2-5 95cd iu SALES 19,141 SF =�I S2-2 95cd RD- - - IHT-RII `o IL ----1 S3-6 95cd EOL S3 """ 0V S3-7 75cd S2-1 95cd El4DT HT-R I AM lEir I - S,V,V, S1-1 95cd o—S,V,V S,v,v a D,S,S',V,V ADJACENT TENANT 1 LANDLO D ELECTRI SAL ROOM 1%.© � a D,3S,S',V,V HT -R DN ®'WP I T / (3) UP V /\ I L _ a / - S,V.V'-8 JANITOR 109 S3-5 MEN 15cd a 110 HALLWAY 108 S3-4 WOMEN ti 0 107 i r I 112 ELECTRIC 0 ROOM D S3-1 15cd D 111 S,V,V' 103 SUPPLY 113 OCKERS-S' V RD .--I HT -R 1 I L — — S3-3 15cd 104 STORE MGR. 102 S3-2 30cd D 0 PA 1 L_ 6 1 fL BREAK ROOM 1 HT - 106 GENERAL MANAGER 02 (\ A3.00 105 POS D ( ROOF BELOW (7) IiL IliII D C HT -R o- S,V,V PD -11T-R 1- TSM TSM TSM TSM TSM TSM TSM TSM TSM TSM TSM TSM TSM TSM TSM LOCATION OF 15 TSM -1 TEST SWITCHES FOR 15 DUCT DETECTORS S4-1 95cd S4-2 95cd —t -10-r STOCK ROOM 2,360 SF n { MALL STORAGE 1 1 1 FIRE ALARM TERRACE SYSTEM PLAN FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACKGROUND MUSIC INTERFACE. NEW SIEMENS PAD -3 BOOSTER POWER SUPPLY. AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 11 OVAC BRANCH CIRCUIT. DUCT DETECTOR, RELAY MODULE FOR FAN SHUTDOWN - LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. PROVIDE TEST SWITCH MODULE FOR EACH DUCT DETECTOR - INSTALL OUTSIDE THE SOUTH WALL OF ELECTRIC ROOM 112, SEE FIRE ALARM PLAN ON SHEET FA -03. FOR WIRING DETAIL SEE SHEETS FA -01 SINGLE LINE DIAGRAM & FA -02 TYPICAL WIRING DETAILS. DUCT DETECTOR, RELAY MODULE FOR DAMPER 4> SHUTDOWN - LOCATIONS TO BE FIELD VERIFIED BY MECHANICAL, ELECTRICAL AND FIRE ALARM CONTRACTORS. PROVIDE TEST SWITCH MODULE FOR EACH DUCT DETECTOR - INSTALL OUTSIDE THE SOUTH WALL OF ELECTRIC ROOM 112, SEE FIRE ALARM PLAN ON SHEET FA -03. FOR WIRING DETAIL SEE SHEETS FA -01 SINGLE LINE DIAGRAM & FA -02 TYPICAL WIRING DETAILS. FIELD LOCATE TENANT JUNCTION BOX. Proprietary and Confidential, Copyright 2013 by Guardian Security Systems, Inc. All Rights Reserved 00 0' 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 PPI FACE/P \/ICI(1NIC 1 \1-L... L.. .J I- 1 \L. V 1 V 1 V 1 V ../ NO DATE DESCRIPTION REV. BY: DMG DESIGNED BY: D. SAGRELIUS DATE: 10/04/1 3 BACKROUND PLAN PROVIDED BY: ICD All Ik1DCD. a 7 zn-1 SHOP DRAWINGS M 0 0 <<<<< } W ct _co •><",-c° rn (/) � (17)a0 W c>i) wz Z � _ �z wcp o O wo0 gCOCO I— W 'SCALE: 1 /8""=1 "U"" DRAWN BY: D. GARCIA DESIGNED BY: D. SAGRELIUS DATE: 10/04/1 3 BACKROUND PLAN PROVIDED BY: ICD All Ik1DCD. a 7 zn-1 SHEET FA -03 FILE COPY SHEET INDEX SHEET NUM3ER SHEET TITLE FIRE TUKWILA, WASHING ST FA -01 SYSTEM INFORMATION FA -02 TYPICAL DETAILS - WIRING AND MOUNTING FA -03 SYSTEM CALCULATIONS (GENERAL) FA -04 FIRE ALARM SYTEM FA -05 WESTFIELD SOUTHCENTER MALL SITE PLAN IN • L CW,a•1 Is Without Comments As Noted In Red Per The Attached Letter 1 nese plans have been reviewed ed by The Tukwila Fire Prevention Bureau for co,':foi-inance with current city 1i standards. Ac ebt ,r,& :: i;., ctt.li ;t to error t, and omissions cihicl t 00 not '=.i:ltho; i -,le violations of adopted . stancarc;s and ot•Jin, ,ices. 111E,, to::':nsil. - y for the adequacy of de :i II1 re'. '•r; ;:.iiy ,,ith the c!i::iwigner. 1 Additions, dol; ii,Ar.; oh :e drawings atter this date will void tiii•.3.0ccc ptanc : nd viill require a resubmittal of revised dr: v ir: :: ler subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. 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. R e.bR v01 -f c,s-c ot-t -, Coo c.S. -io gccoas,-t- cr-e4oc_cii Co( ✓e-t`d tis 3 • TUKWILA FIRE DEPARTMENT Please call: 575.4402. and give this job No..O-�'1��- -~- an:., A.lct address for shut. restoration a r)rm,a4: WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO 1414 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD 1412 FPL/FPLR RED (JACKET) 2V STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION :TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M BOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE 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 0.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 (LE. 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 TQCONDUCTOR 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 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. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (LE, MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 1 7 1 1 SYMBOL DESCRIPTION SYMBOLS LEGEND MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM EX CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP ® INTERFACE MODULE HTRI-R WITH RELAY SIEMENS 4S DEEP VERIFY IN FIELD T -D DUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD 1 HZM REMOTE CONVENTIONAL HZM ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD rB i LINEAR BEAM I _N SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD SMOKE DETECTOR ' HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING 10 ® DUCT SMOKE p DETECTOR 17 1 2 AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD ® HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC -CW SIEMENS SET -MC -W SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM E. C FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. [L FIRE ALARM STROBE (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING FIRE ALARM STROBE (WALL MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. FIRE ALARM SPEAKER (CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. FIRE ALARM SPEAKER (WALL MOUNT) SET -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM B AWP FIRE ALARM STROBE (WEATHERPROOF) SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MR MULTI -VOLTAGE CONTROL RELAY MR -201/C AIR PRODUCTS 4S BOX VERIFY IN FIELD MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD (FA JB❑X FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD JUNCTI❑N BOX F.B.O. F.B.❑, N/A VERIFY IN FIELD 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 L 2 1 2008 aA 'Tukwila Fi e G)05, Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved RELEASE/REVISIONS" m UJ DESCRIPTION w CC C J I : 03 < co a) w cr Qp Cr Lr ~ W Wz L 1 wc=n 0 W ~ m mag N cc 1 J J J // J /SCALE: 1 /8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 4/07/08 BACKROUND PLAN PROVIDED BY: 10B NUMBER: SHEET FA -01 J THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. AIR DUCT 6-10 DUCT EQUIVALENT DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE Oo o END OF LINE DEVICE(3.6K 1/4W) SUPERVISED SWITCH rq- 0 0 I) GROUND HTRI-R STATUS LED DUCT DETECTOR LOCATION 0 N.0 1- 0 COM c0 0 N.C. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVIOUS ADDRESSABLE DEVICE TO NEXT ADDRESSABLEj- DEVICE L NOTE 1: VOLTAGE MAX. - CURRENT MAX. - CONT. RES. MAX. - MAX. CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX. LINE SIZE - MIN. LINE SIZE - MUSIC OUTLET SAMPLING TUBE INLET SAMPLING—\\ TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE:NONE L AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE �¢�-+� FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE () 0 RELAY CONTACTS (4.OA @ 125VAC) (4.OA @ :10VDC) 27 VDC 3.5 r1A DURING POLLING 10 OHMS 200 FT. 018 AWG) 0.02uF 0.04uF 14 AWG 18 AWG NOTE 2: ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT..LEAST. .25 SEC. TO GUARANTEE DETECTI❑N. Ictal TB1 as0ao0 123456 HCP TB2 65 ql� 4321 END OF LINE .A. • DEVICE (3.6K 1/4W) i SUPERVISED SWITCH GROUND 0 M 0 HTRI-D STATUS LED CO 0' h 0 0 NOT USED • FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE a DEVICE LOOP NOT USED REMOTE .�., DEVICE LOOP -6- XLS XLS CONTROL PANEL OR (+)).---_ PREVIOUS ADDRESSABLE DEVICE (-)> FROM REMOTE POWER SUPPLY C'S' CABLE) / END OF 1 ? LINE DEVICE FROM FRCP '.. c(3.6K 1/4W) :(VOICE CIRCUIT) C'V' CABLE) UPERVISED WITCH NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. -TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) - 0 GND N AC EJ TO El 0 PAD -3 0 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1-. 1 2+2-, 2 NC.,C NO + - + - + •- + - + - C•`] Ll L2 C�`] �` �` C�`7 L2 Ll Com`] ,W C�] C�`]IC�`] C�`] _w 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE 470 OHMS EOL TSM -1 0 0 0 1-- -3--4-5- 0 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL SCALE: NONE STROBE SPEAKER ( STROBE-) EARTH GROUND -3.(+)TO NEXT DEVICE OR >(-) STOP IF LAST DEVICE ( -) STROBE SPEAKER (+) (-0 SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY 0 E R O 4S DEEP BOX W/ 1 -1/2 - EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE: WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE ❑R END OF LINE NOTE: FOR ADDITIONAL SPE0FlCAIIONS SEE PRODUCT DOCUMENTATION. APER/�11N TEMPERA +32- F (0' C TO 100' F 3IJ' C) HUMIDITY: - X RELATIVE HUMIDITY. NON -CONDENSING HFP-11 SMOKE DETECTOR —� FROM PREVIOUS ADDRESSABLE DEUCE DR POWER SOURCE DATA IN (-) > DATA IN (+) > DEUCE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 fT IN WHEN USED IN CONJUNCTION IMTH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEUCE ( ) DATA OUT (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID CEILING HARD LID - SPEAKER SUPPORT TILE BRIDGE r m Lu fl',I 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION N. CEILING MOUNTED SPEAKER/STROBE 'DESCRIPTION- LLl C C C 000 0 0 oo J o°o o° CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTI❑N BOX MOUNTED ON \ CEILINGI FLEX \. JUNCTIDN BOX MOUNTED A 'AINST CEILING. SI)PPORT / / / / / / o) 2 ccZ w<O oC c -D 1.11 wz 2z= o CC w rn <� off_ 1 d' CV _ O i 1 TO NEXT DEVICE 0 0 CADDY BAR SMOKE. 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L ' L 1-I- -.I ' I'•W•It.;111;?-11I;11;11111;li:II:11;11:1 C) .:111::111g11 II • II 1.II 11 il 11 1 il I II . I I i; II ; 11 III 1;11;11 , :1 L: :1 aoiep az kg ,k• •• we ko ok ke ks kaNkt k• ------- •• --------- aaamarnos, aatatgassaasaantarlaaseaa avi *a am am c• am oat 400440 001 100:04 100 MX O�0400aa#00440080004 0800010000000000200000104000004 .11.1 110110111001.10001 1000.1011 I ; 1 _ . I 1 I 1:11:11 I ! I ! 1 1 ' 11 CD (715 03 o IM 0 C.= S,2V 00 03 CD C/3 LLJ CO Lu cr) I-341 u_ < u_ (30 33 F- LLI 03 Lu CU CT, CN FLAG NOTES: SIEMENS ADDRESSABLE SMOKE DETECTORCHFP-1D FOR ELEVATOR RECALL, PLAN NOTES: 0004000404004040004 _L_ MI 0 C 30 -E-111T1-1-7-11-71-1-7147 -1-5-1111 P ..1., ( (0) \ ' - Copyright 2006 b (2) SIEMENS ADDRESSABLE INPUT, MODULE(HTRI-D) FOR FIRE SPRINKLER WATERFLOW & SWITCH SIEMENS ADDRESSABLE RELAY (1-1TRI-R) FOR SYSTEM INTERFACE, SHUTDOWN. FIELD LOCATE WITHIN THREE (T) DF- MUSIC SYSTEM,. Guardian Securit S stems, Inc. All IR' hts Reserved Ch • • • , . , ) ."4 ,!•;111 4.. co 111 DESCRIPTION uJ << << Cf) 1)3 (31 HHH (ALE: 1/8"1' DRAWN BY: l‘ANDERSON DESIGNED BY: RiVEZZANI DATE: 4/07/08 BACKROUND PLAN PROVIDED BY: NUMBER: SHEET FA -03 NORTH BORDERS WESTFIELD SOUTHCENTER MALL SCALE 1/32"=1' EOL -S EOL -S2 15 C 30 S,2V S,2V F S,2V C15 C75 C 15 C 15 C75 C75 C75 cm c15 Cm Cm EOL -S1 S,2V S,2V S,2V b S,2V S,2V S,2V S,2V S,2V © S,2V S,2V S,2V C 30 CM C 30 CM CM C 185 CM CM D,P D FA JB❑X RISER DIAGRAM 0 J VAV-1 I VAV-2 I VAV--3 I VAV-4 I VAVV--5 VAV-6 iiI D D D D J, lDD1D IQD o-D,I c3-13,1 o-D,I o D,I o--D,I c --D,I El 111 IEI Ell El El o- I - 1 c>--• 1 0- I a- I o- 1 SM R�4 I RK3 RT�2 RK1 D D D D 11,1-o D,I-c D,I-o D,1 -o El El El El I -o I -cD I -o I -c TSM ;TSM ;TSM TSM SYSTEM CALCULATIONS xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.00 Ampere*Hours BATTERY SIZING CALCULATION I Notification Appliance Circuit Detail PRT:OJECiWESTFIELD SOUTHCENTER MALL Panel:; BORDER SWire Resistance 3:24 Date: ;April 23, 2008 CURRENT TOTAL=;4264 CIRCUIT:1S1 i 1 i QTY Device Typ,e ;Alarm Current; Alarm Total ; Wire Size ; Wre Length Voltage at EOL l Circuit Total 0 iSET-MC @15CD 64 Oj f ;SET -MC @30 -CD 98:4901 SET -MC @75CD 1751 175i 1SET-MC@110CD 233; Of _ )SET71-1MC-C@115CD ;SET HMC-C@177CD ;SET HMC @135CD :SET -HMO @185CD 1Z-MC@15CD_ iZ-M_C@3OCD 0 SET-MCW@110CD DEVICES=.7 CIRCUIT' ,S2 ; QTY DeNce Type _Alarm Current- Alarm Total ; Wire Size ; Wire Length • Voltage at EOL , '.._.-' 'SET -M @ 117: 1171- _?.. C 15CD _...._, (. ... __.-...._�....._. __._. (....__._.._, _ ---._....._._._......_..._.' 1 ;SET -MC @30CD_ 180; 1801 __ 31.81 -_ 445, 318; 445' 111; 2001 264; TOTAL mA=r 4.451 0 Oi 0 16.947456 1 1110 Total Wire R•eststance (R) 3.11 f * 2 )- * (R/ft) .. iTotal Device Load, Amps(I) i 1.11; (Total Cct Load) ;Voltage Drop ( E ) i 3.45' (E I *R) 'EOL Voltage ; 16.95: CircuitTotal _ Total Wire Resistance (R) ! 2.59 • i (WL*2)*(R/ft) ;Total Device Load, Amps(I) ; 1.04; (Total Cct Load) Voltage Drop (E) 4 2.69, SET -MC @75CD . _ 297; _ 2971 0 _SET:MC @110CD _•• 233; _ Of 0 ;SET_HMP C@715CD 318 01 0 SET -HMC C 177CD 445? 0 0 !SET -HMC @135CD 318, 0; 1 ;SET -HMC @185CD 445; 445: 0 Z-MC@15CD 111' OJ _ ._ C_ _.... ...i �._..._.. Z-MC@30CD ....... 200: 0; I_... 0 SET-MC-CW@110CD 264j DEVICES=;4 TOTAL mA=; 10391 12 400 1 17.706912 (E =..I * R)_... •EOL Voltage (20.4 E -1 • • CIRCUIT: iS3 QN...-DeNceType....._ ;SET-MC@15CD 0__- _ SET -MC 030CD_ SE !1C @75CD jSET-MC @110CD _ ;SET-HMC-C@115CD SET-HMC-C@177CD ;SET -HMC @135CD iSET-HMC @185CD 1039 Alarm Current! Alarm Total 1 Wire Size i Wre Length ` Voltage at EOL :Circuit Total ; - t. 1171 117; 1 ;Total Wire Resistance (R, _ )..f_ 2.591 1801 01 (Wt;*2" *• i 2971 891, : :Total Device Load, Amps I 1.12; 233, 01Cct Load i._...____.___._..-_ 318; 01 ;._..... i... Votage rop-(E)..._ i_._.._ 2.90; 445' 01. _.._ 1 r (E= 1 * Rj 318j 01 r ;E ._..l ._. 3 EOL Voltage 17:501 445: 0; - - -i i i (20.4-E) I__ -MC@15CD 111 111, :Z-MC@30CD 2001 0 i 0 ;SET-MC-CW@110CD 264. Oi I DEVICES='S TOTAL mA=: 1119; 12 ( 400 CIRCUIT::S4• QTY i Deice Type Alarm Current; Alarm Total_ f WreSize I Wre Length 0 SET -MC @15CD 117 1 ;SET -MC @3OCD -- . _.._'SET_MC@75CD 2971 5941 1 0 SET-MC@I1OCD 2331 01 0 'SET-HMC-C@115CD 3181 Oi 0 ;SET -HMC C@177CD 4451 O - ...__ _(SET -HMC @135CD _ 31 & 01 ;SET -HMC @185CD 445; 0' 2 Z -E_41 _... _. ........ 111; 2221 i ,Z-MC@30CD 2001 01 0 1SET-MC-CW@110CD 264 Of DEVICES=;5 ' TOTAL mA a 996 12 400 ! 17.8183681 i _1 Notification Appliance Circuit Detail PROJECT. i WESTFIELD SOUTHCENTER MALL Panel: I BORDERS ,.._Wire Resistance 5:16 Date: i Apr1115, 2008 CURRENT TOTAL=134.2 01 .... -1 180; 180; Voltage at EOL 1119 Circuit Total -jTotal Wire Resistance ( R) I 1 ( WL *2 )* (R/ft) Total Device Load, Am_ps(I) (Total Cct Load) Voltage Drop ( E) , 1. (E= 1 * R) EOL Voltage (20.4 - E) 2.59: , CIRCUIT:, SPEAKER CIRCUIT ' QTY 1 De,rice Type 19 170.7V1/8 0 0 0 0 0 :Alarm Current Alarm Total 1 Wire Size 1.81. _._34.2: 01 0' 0!...._.. 0 0 0 Wire Length Voltage at EOL i Circuit Total t. DEVICES=119 1 ;Total Wire Resistance (R) ; .-12.381 t (WL*2)*(R/ft)-_...-_ )Total Device Load, Amps Or) 1 0.031 1 (Total Cot Load) ___... __.._...'_ Voltage Drop ( E) i_._. (E I*R)- ------ ,EOL Voltage 19.98 1 (20.4 - E) i 19.97646721 34.2 VOLTAGE DROP CALCULATION r 1743 IST AVE. SO:, SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS m w DESCRIPTION w d O Z C C C C C co o) 2 cc (/) W < O oC ca. -6 Lr 5 t.'11)(gfc) O < E COCC 0 N DRAWN BY: ;.ANDERSON 1; DESIGNED BY: R.VEZZANI DATE: 4/07/08 BACKROUND PLAN PROVIDED BY: Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 'QOB NUMBER: SHEET FA -04 BORDERS BORDERS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations FACP ADD ONS Current Load: Standby: Alarm: Current Load: Standby: Alarm: Device Type Qty Amps Total Amps Total Device Type Qty Amps Total Amps Total HFP-11 1 0.0022 0.0022 0.0023 0.002 Main System Board 1 0.03 0.03 0.030 0.030 AD2-P 10 0.0635 0.0635 0.064 0.640 SET -MC @15CD SET -MC @30CD SET -MC @75CD SET -MC @110CD SETTHMC-C 11.5.CD ..§E__H.M.C-C@1.235CD SET HMC-C@185CD 1Z14 -MC @15CD ZR-MC30CD @ HCP 3 0.064 0.192 HTR -R , HTRI-D 11 0.009600 0.0096 0.021 0.231 7 0.098 0.686 .. 1 0.001600 0.0016 0.0035 0.004 5 0.175 0.875 0.233 0.048 0.318 1 0.445 0.4450.0747 Amps 0.8745 Amps 3 0.064 0.192 0.098 Standby Current Load: 0.0747 Amps For 24 Hours = 1.793 Amp -hours 0.0015 0.03 Amps 2.42 Amps Alarm Current Load: 0.8745 Amps For 5 Minutes= 0.073 Amp -hours r Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours 25% Derating= 2.333 Amp -hours Alarm Current Load: 2.42 Amps For 5 Minutes= 0.203 Amp -hours Total System Current Load: 2.333 Amp -hours 25% Derating= 1.154 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Total System Current Load: 1.154 Amp -hours 1I2VDC Battery Pair to be Used: Amp -hours 7AH xxxx RECOMMENDED MINIMUM BATTERY SIZE = 7.00 Ampere*Hours BATTERY SIZING CALCULATION I Notification Appliance Circuit Detail PRT:OJECiWESTFIELD SOUTHCENTER MALL Panel:; BORDER SWire Resistance 3:24 Date: ;April 23, 2008 CURRENT TOTAL=;4264 CIRCUIT:1S1 i 1 i QTY Device Typ,e ;Alarm Current; Alarm Total ; Wire Size ; Wre Length Voltage at EOL l Circuit Total 0 iSET-MC @15CD 64 Oj f ;SET -MC @30 -CD 98:4901 SET -MC @75CD 1751 175i 1SET-MC@110CD 233; Of _ )SET71-1MC-C@115CD ;SET HMC-C@177CD ;SET HMC @135CD :SET -HMO @185CD 1Z-MC@15CD_ iZ-M_C@3OCD 0 SET-MCW@110CD DEVICES=.7 CIRCUIT' ,S2 ; QTY DeNce Type _Alarm Current- Alarm Total ; Wire Size ; Wire Length • Voltage at EOL , '.._.-' 'SET -M @ 117: 1171- _?.. C 15CD _...._, (. ... __.-...._�....._. __._. (....__._.._, _ ---._....._._._......_..._.' 1 ;SET -MC @30CD_ 180; 1801 __ 31.81 -_ 445, 318; 445' 111; 2001 264; TOTAL mA=r 4.451 0 Oi 0 16.947456 1 1110 Total Wire R•eststance (R) 3.11 f * 2 )- * (R/ft) .. iTotal Device Load, Amps(I) i 1.11; (Total Cct Load) ;Voltage Drop ( E ) i 3.45' (E I *R) 'EOL Voltage ; 16.95: CircuitTotal _ Total Wire Resistance (R) ! 2.59 • i (WL*2)*(R/ft) ;Total Device Load, Amps(I) ; 1.04; (Total Cct Load) Voltage Drop (E) 4 2.69, SET -MC @75CD . _ 297; _ 2971 0 _SET:MC @110CD _•• 233; _ Of 0 ;SET_HMP C@715CD 318 01 0 SET -HMC C 177CD 445? 0 0 !SET -HMC @135CD 318, 0; 1 ;SET -HMC @185CD 445; 445: 0 Z-MC@15CD 111' OJ _ ._ C_ _.... ...i �._..._.. Z-MC@30CD ....... 200: 0; I_... 0 SET-MC-CW@110CD 264j DEVICES=;4 TOTAL mA=; 10391 12 400 1 17.706912 (E =..I * R)_... •EOL Voltage (20.4 E -1 • • CIRCUIT: iS3 QN...-DeNceType....._ ;SET-MC@15CD 0__- _ SET -MC 030CD_ SE !1C @75CD jSET-MC @110CD _ ;SET-HMC-C@115CD SET-HMC-C@177CD ;SET -HMC @135CD iSET-HMC @185CD 1039 Alarm Current! Alarm Total 1 Wire Size i Wre Length ` Voltage at EOL :Circuit Total ; - t. 1171 117; 1 ;Total Wire Resistance (R, _ )..f_ 2.591 1801 01 (Wt;*2" *• i 2971 891, : :Total Device Load, Amps I 1.12; 233, 01Cct Load i._...____.___._..-_ 318; 01 ;._..... i... Votage rop-(E)..._ i_._.._ 2.90; 445' 01. _.._ 1 r (E= 1 * Rj 318j 01 r ;E ._..l ._. 3 EOL Voltage 17:501 445: 0; - - -i i i (20.4-E) I__ -MC@15CD 111 111, :Z-MC@30CD 2001 0 i 0 ;SET-MC-CW@110CD 264. Oi I DEVICES='S TOTAL mA=: 1119; 12 ( 400 CIRCUIT::S4• QTY i Deice Type Alarm Current; Alarm Total_ f WreSize I Wre Length 0 SET -MC @15CD 117 1 ;SET -MC @3OCD -- . _.._'SET_MC@75CD 2971 5941 1 0 SET-MC@I1OCD 2331 01 0 'SET-HMC-C@115CD 3181 Oi 0 ;SET -HMC C@177CD 4451 O - ...__ _(SET -HMC @135CD _ 31 & 01 ;SET -HMC @185CD 445; 0' 2 Z -E_41 _... _. ........ 111; 2221 i ,Z-MC@30CD 2001 01 0 1SET-MC-CW@110CD 264 Of DEVICES=;5 ' TOTAL mA a 996 12 400 ! 17.8183681 i _1 Notification Appliance Circuit Detail PROJECT. i WESTFIELD SOUTHCENTER MALL Panel: I BORDERS ,.._Wire Resistance 5:16 Date: i Apr1115, 2008 CURRENT TOTAL=134.2 01 .... -1 180; 180; Voltage at EOL 1119 Circuit Total -jTotal Wire Resistance ( R) I 1 ( WL *2 )* (R/ft) Total Device Load, Am_ps(I) (Total Cct Load) Voltage Drop ( E) , 1. (E= 1 * R) EOL Voltage (20.4 - E) 2.59: , CIRCUIT:, SPEAKER CIRCUIT ' QTY 1 De,rice Type 19 170.7V1/8 0 0 0 0 0 :Alarm Current Alarm Total 1 Wire Size 1.81. _._34.2: 01 0' 0!...._.. 0 0 0 Wire Length Voltage at EOL i Circuit Total t. DEVICES=119 1 ;Total Wire Resistance (R) ; .-12.381 t (WL*2)*(R/ft)-_...-_ )Total Device Load, Amps Or) 1 0.031 1 (Total Cot Load) ___... __.._...'_ Voltage Drop ( E) i_._. (E I*R)- ------ ,EOL Voltage 19.98 1 (20.4 - E) i 19.97646721 34.2 VOLTAGE DROP CALCULATION r 1743 IST AVE. SO:, SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS m w DESCRIPTION w d O Z C C C C C co o) 2 cc (/) W < O oC ca. -6 Lr 5 t.'11)(gfc) O < E COCC 0 N DRAWN BY: ;.ANDERSON 1; DESIGNED BY: R.VEZZANI DATE: 4/07/08 BACKROUND PLAN PROVIDED BY: Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 'QOB NUMBER: SHEET FA -04 GENERAL LEGEND —x- -D —4 O BOD BOB BOJ FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERLINE HYDRAULIC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC AFF CH R.C. Off' 4 E/C C/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT") THREAD/"FIT" (ALSO "FxT") ALL—THREAD ROD SITE LOCATION MAP 4.1i r, Fig. 65 Steel Reversible. "C" 'Type Beam Clamp with Lock Nut TOP BEAM CLAMP TOLCO FIG. 65 fSTRUCT BEAM N_RETAINER STRAPS TOLCO FIG 69R 3/4" ATR = 4" AND SMALLER PIPE RING HANGER BEAM CLOP TYPICAL HANGERS SEE 3 OF 3 FOR CONTINUATION +12'=0"' MAIN ® 17'-6' 17'-7") ( 16'-0" ) 20'-110" DK 100 SF MAX SPACING PER SPRINKLER FOR RETAIL AREA 10' X 10' SPRINKLER SPACING co T145 6" TO I TOP OF RISER IN WEST RISER RM 78 TO OF RISER L 79 BASE OF RISER ® LEVEL 1 LANDLORD ELECTR CAL ROO 11 11 - 11 ,1111 (0 w27 0-2 —6 �•� 45) —ROUTE BRA CHLIN_ E AROUND RM 107 1 1 VERIF 4 114-6 1-2 a Fj °- I • EXISTING 6" SUPLY NOTE: NO SPRINKLER PIPING TO RUN ABOVE ELECTRICAL OR IT EIQUIPMI " ARM—OVER NO. OF SPRINKEL DENSITY DESIGN AREA WATER FLOW RATE RESIDUAL PRESSURE @ BASE OF RISER !AL WA 2000 SF 1040.4 gpm 96.09 psi 10'-0"X 8'-0" = 80 sf x .40 = 32 gp !.:Iiin k=11,2 / 8.16 psi minimum end heau psi 8'-0"X 8'-0" = 64 sf x .40 = 7 psi min CN PIPING THIP AREA w27 —I 18'-9" BB ,/7 " N 0I CN I�'oo 0 1 1 N to N I4 ®4 1 ' 0 I ■ U w1 2 0 N 0I N SIUHt_ r UK. REMOTE L_ SPRINKLERS - PROJECT TOTALS QTY 00 R1027 RELIABLE MODEL G BRASS UPRIGHT STD RESP 17/32" K=8.2 286' 42 o R1314 RELAIBLE MODE F156 WHITE PENDENT 1/2" K=5.6 W/ WHITE ESCUTCHEON 155' 29 X VK536 VIKING STANDARD RESPONSE ELO RECESSED PENDENT WHITE POLYESTER W/ F-1 ESCUTCHEON K=11.2 286° 235 TOTALS: 306 PARTIAL TENANT SPRINKLER PLAN - SOUTH SCALE: 1/8" = 1'-0" 0 4' 8' ZQ 10/16/13 REVISIONS PER ARCH/ENGR REVIEW 01 9/26/13 REVISE PIPING / CALCS PER ARCH/ENGR REVIEW 16' ROOF BELOW SPRINKLER COVERAGE 0 BE PROVIDED UNDER DUCTS OVER 4 " WIDE GENERAL NOTES 24' SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 — 2013 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS SALES AREA CALCULATED .40 / 2000 SF, 100 SF MAXIMUM PER SPRINKLER STOCKROOM CALCULATED .30 / 2000 SF, 100 SF MAXIMUM PER SPRINKLER REMAINDER OF BUILDING ORDINARY HAZARD 130 SF PER SPRINKLER MAXIMUM FLOW TEST: 120 STATIC / 20 RESIDUAL FLOWING 8000 GPM SOURCE: TUKWILA WATER DEPARTMENT 4/24/2013 1"-2" THREADED PIPING TO BE 'SCHEDULE 40' 2"-3" GROOVED PIPING TO BE 'SCHEDULE 10' MALL STORAGE TERRACE NO. OF SPRINKELRS DENSITY DESIGN AREA WATER FLOW RATE RESIDUAL PRESSURE @ BASE OF RISER 9'-0"X101.0"=90sfx.30= 27 gpm min k=8.2 / 11.40 psi minimum end head psi FlexHead Sprinkler Drop Corrugated stainless steel hose with stainless steel braid available in 2', 3',4',5' & 6' legnths Multi -Port Bracket Adjustable Hub REMOTE AREA #3 30 .30 GP /SF. 2000 0 869.5 GPM 84.19 pSI FLEXHEAD 'Nous,AiLsq.4) Flexheadrommercial Ceiling Unit T -Bar Ceiling Installation Model #2024,2036,2048,2060,2072 LEGEND MT - 2" x 1" MECHANICAL TEE 0-1 NEW PIPING AND SPRINKLER ON FLEX -DROP NEW FLEX -HEAD FROM EXISTING 1" OUTLET l�E K=11.2 RECESSED PENDENT SPRINKLER 286° ® K=5.6 RECESSED PENDENT SPRINKLER 155° Q K=8.2 UPRIGHT SPRINKLER 286° C)) K=8.2 UPRIGHT SPRINKLER 286° ON 1" STUB -UN .z' IJ r.:hout. Comments C3 As Noted ;n Red Per The Attached Letter These plans hive been reviewed by The Tukwila Flre Prevention Bureau ft t:o:if°orn.!ancc with current City tuards. Accept.; r! is i„1b1e t to errors and -Jrnis SJons which no not a[!ttlorize violations of adopted itryndards and ordinances. The re.spor:slhility for the cdequacy of dezign ress totally with the designer. •:llc;tions, del eiior'.: or i•;s:visions to these drawings after date will void this E:cccpt;.nce and Quill require a esubmittai of revised drawings for suir,equent approval. ?!nal acceptance is subiect to field test and inspection by The Tui<wiia Fire Prevention Bureau. Cate: /p_ ), f - ( } By: J 1 ( •don. inc o ro„.j.. 4:artiowEEI r'.4 viriiiiii, s ,,, TUKWILA FIRE DEPART14 „` • " N. Sprink� '`• Please c,.112O5-575 07 a0tdh`°ugb cie "' e` give this Fire Permit No. and exact. address for sht t- dovVin or rel torrtbn approval. CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 The Container Store TENANT IMPROVEMENTS WESTFIELD MALL 633 SOUTHCENTER MAILL BLVD. TUKWILA, WA 98188 DATE: 8/2013 DRAWN: C.O. SCALE: NOTED 1 OF 2 Fig. 4A. - Longitudinal Brace Fig. 4A - Lateral Brace TOLCO #4A PIPE CLAMP FOR SWAY BRACING TOLCO #1000 'FAST CLAMP' SWAY SWAY BRACE ATTACHMENT Flg. 828 --1► Beam, truss or girder /2(:17; Shown With Fig. 986 SIDE VIEW "A" May pivot in any direction F 25 Surge. Restrainer Beam, truss or girder as F=== 1 May pivot In any direction . rr Shown with Fig. 986. +E— Fig, 828 TOLCO #828 STEEL JOISTS SWAY ATTACHMENT TOLCO #980 UNIVERSAL SWIVEL SWAY BRACE ATTACHEMENT SIDE VIEW "B" SEISMIC ATTACHMENTS NO. OF SPRINKELRS DENSITY DESIGN AREA WATER FLOW RATE RESIDUAL PRESSURE @ BASE OF RISER REMCTTE AREA #1 (MOST REMOTE) REMOTE AREA #1 26 .40 GPM/SF 2000 SF 1092.8 GPM 93.05 10'-0"X 10'-0" = 100 f x .40 = 40 gpm min k=11,2 / 12.76 psi m nimum end head psi REMOTE AREA #2 LATERAL BRACE #1 ZONE OF INFLUENCE 100 SF MAX SPACING PER SPRINKLER FOR RETAIL AREA II 10' X 10' SPRINKLER SPACING -MAI MIN tX1 lk 11411,141140., ''^. AlltlEPIVII reitilitts.. 0 .... ........r... . ...._ 'NplmJ X -MAIN j/.• i • +.1 2'-OCH. II MI MAIN ® 17'-6' • +12'-0"" • N II / H 5 k g N GG 2 0 SEE 2 OF 3 FOR CONTINUATION od. 00JI I 9 6 o a 20'-110" DK PARTIAL TENANT SPRINKLER PLAN - NORTH 1, SCALE: 1 /8" = 1'-0" (I 0 4' 8' 16' 24' 2Q 10/16/13 REVISIONS PER ARCH/ENGR REVIEW Q1 9/26/13 REVISE PIPING / CALCS PER ARCH/ENGR REVIEW t0• 4,, ADJACENT TENANT 1456" TO TOP OF RISER IN WEST RISER RM 78 TOP OF RISER L 79 BASE OF RISER 0 LE VEL 1 EXISTING 6" SUP 1 LY CROWN FIRE PROTECTION INCORPORA TED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 The Container Store TENANT IMPROVEMENTS WESTFIELD MALL 633 SOUTHCENTER MAILL BLVD. TUKWILA, WA 98188 DATE: 8/2013 DRAWN: C.O. SCALE: NOTED 2 OF 2 LJ L') • I -r =r7 4 7 r- 7 T: 2? .'r u 4 SOUTHCENTER MALL IT HON/1117LO T ' 951510 BORDERS BOOKS @ SECOND FLOOR -. '- �.��I I I (WI I i T' - .; r 11111,J� Ljr - _ , t ° , -I l TARGET SITE PLAN 0 50 100 150 200 250 SCALE 1 ° = 100' HANGER LEGEND SYM MANUFACTURER S.I.N. TYPE SPRINKLER LEGEND MODEL ) ' T""" I 1 L [17 - 1F ABBREVIATIONS SYMBOL LEGEND ..FF 10 FlNSHEA FLOOR • BORON M OF SEMI B 1 '?1O00 . ,TION OF DE OI .CRENA OF JOPT SOF BOTIUI OF TO WSS URLISI -! BOT i Ts C1 UVMUSS ri , 4 W OMER 111500 FACE OF WALL .110.4 DUI1OE FACE OF WAIL Nom. NO AUTO. SPRINGERS UNO 1 U10E5r NOTED 010E1M0E 11-- T TAL THIS SHEET BOD II CENTERLINE OF FIFE TO REFERENCED SThUCTURC IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4-. 5 ( EAR 1 HQUAKE SWAY BRACE LET TER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REF CRENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING 11 _II: COUPLING FLOW TEST DATA A f IC: 140 PSI 'DUAL: 20 PSI _L AV: 1 - ON GPM PROVICT !. L/Y %1'3FI ; LANS OF EXISTING SHF".'. GYSTEM. 0 Without Comments Fig A=) Noted in Red ❑ Per Ths Attached Letter i nese pians h:11 '3 b,i2r, (oviewed by The Tukwila. Fire Prevention Pum,:i) :tor co,•!iu!'ti1;!.nce with current city standards. >?c,..:2) ?f cie i; ...I{.'ri{ :t to errors and omissionl; 1,01?,.:11 ,1;.< IiC!t _iu!..iivrize viol,:,tions of adopted - stanaubrc)s i. wi 0?•,r:1-�<:,r,:....::a. In,. --,-;r1 . pcn!>i`)ilil..y for the adequacy or J<, i' i r'.-7:,,L:s toiL,iiy v'''iii-, 11-,0: c;: ;filer. Additions, :3' rI i, -ilii or ., .>/f`,iou`_ "G it io' e l'ir'awingS atter this date will \()id I.I1i'i.3ci:2.r)L:,nce`.{n(5 will requ:re a resubmittal of revised drawings tor subsequent approval. GENERAL. NOTES 1. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED ( III) WHICH ARE FLEXIBLE. 2. ALL STEEL PIPE TO BE AS FOLLOWS: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WtiwT OF WATm N.E CAPACm IRON -LW! 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOM), PLAIN END, POLISHED 2.053 0.044 11/4 SUPER -FTA 0.059 1.542 ROLL GROOVED, POLISHED, PLAIN END (POR BUTT WELDING) 1.817 0.097 1 1/2 SUPER -FAO 0.074 1.752 ROLL GROOVED, POLISHED, PLAIN ENO (FOR BUTT WELDING) 2.448 0.125 2 SUPER-FLO 0.074 2.227 ROLL GROOVED, POLISHED. PLAIN ENO (FOR BUTT WELDING) 3.458 0.202 21/2 SUPER-FLO 0.074 2.727 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 4,734 0.303 3 SUPER -FW 0.074 3.352 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 8.526 0.458 4 SUPER -FAO 0.074 4.352 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.300 1.144 6 •• 0.134 0.357 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 23.030 1.649 6 •• 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 •• WALL THICKNESS PER NFPA #13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL START AT THE EXISTING 4° MAIN OF THE WET PIPE ARE SPRINKLER SYSTEM AND ADD BRANCHUNES AND SPRINKLERS TO ACCOMMODATE THE NEW TENANT IMPROVEMENT. CLARIFICATIONS -- ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM 40° F. BY OTHERS, TO PREVENT FREEING. EXCLUSIONS -- ALARM WORK OR ELECTRICAL WIRING. - PROTECTION IN NON-COMBUSTIBLE VOID SPACE. - PATCHING OF FIREPROOFING FOR HANGER ATTACHMENTS. DESIGN CRITERIA --PER NFPA # 13 (2007 ED10N) AND THE CITY OF TUKWILA DESIGN DENSITY: 0.20 GPM / 1500 SO. FT: SYSTEM 1 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS TENANT SPACE 28,368 149 HYDRAULIC CALCULATION DATA DESIGN DENSITY: .20 GPM/SQ. FT. OVER (500 5Q. FT. DEMAND AT BASE OF RISER. 482.69 GT 'b+ / T 115.68 751 (0 GPM INSIDE HOSE ALLOWANC.-=) DEMAND AT CITY CONNECTI-.54 732.69 GPM AT 17C.; +!'SI (253 GENT TOTAL HOSE ALLOWANCE) RISER EQUIPMENT LIST ITEM QTY. TUKWILA FIRE DEPARTMENT Please call: 575-440Z i and give this job -S-1/ Final acceptance is subject to field test and inspection by The Tukwila �Fire Prevention Burea u. Date: : O By: a aauwapa"ma�.rtm. .. ...... .... ... .. _. -b,.+.1Vr.W. e0,5Mevmta,a I'NO.1 DATE BY F(EZ/ISI NS 1 • • .:. FOR REVISICY No.,Q2 and exact address for shut. Lown or restoration approval. CONTRACT WIIH c SIZE DESCRIPTION MANUFACTURER MODEL # Weil st�ps must inspected before pipe is having. Do not pint piping prior r to hydrostatic test apr,%rovaL. I--IHJ CONSTRUCTION INC. ) 409 ALEXAN!Ei : AVENUE FIFE, WA 98/1:: °ROJECIMANAGEO BRYAN RYERSE PHONE : 253-9224160 i'AX : 253-922-7391 SUPERINTENDENT : PI ONE : FAX: 12 HEAD SPARE HEAD CABINET RELIABLE SPARE SPRINKLERS & WRENCHES MANUFACTURER TYPE MODEL,"„"",,, °�m uw,m• TYCO SSP EC -14 CHR 14 K 3/4° 155° 6 RELIABLE SSP FIFR CHR 1/2° 1/2' 165° 3 RELIABLE SSU F169 BRZ 1/2 1/2 155° 3 TYCO MODEL W -TYPE 22 1 RELIABLE MODEL D HEAD WRENCH 1 , Inc, A 0 /�a ' e ms°D SPT1P� trough Doed GEH11,.i1IL OF COMPETENCY STRAP KEY PI -AN A-4 rJ I D - 2008 z E 0 0 w 0 LLJ CC o 0 Tukwila Fire ../(12s -715-135-(t, SFr SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. N0. SMITHFS1360T Bur: (253) 928. 1880 FAX: ( 253) 926- 2350 BORDERS BOOKS T.I. SOUTHCENTER MALL 2437 SOUTHCENTER MALL TUKWILA, WA 98188 DESIGNER ISAAC H. DATE 4/2/2008 SHEET 1 OF 2 JOB NO. T)-8032 '��.w www..a111111.1 ��ww�..w..�ww�ino►i_�L�O__�IM.hh__�_—�h__�__ 1-11_____O-_�A , - --- FIRE/ALARM r�Ta��AT ; w4VC a-b-cmessz'as0e-res".'.. -A 109--- _HEL r-cr_i k., 110 ASH -OFFICE' 1 109 I ` . - 1 iMENEW .alvAV.ARKELMMava.-v0v4V-�.— ;j 9 1 1 i•PWG I/ !(5o�• 5 Otis wig' +o r S) 115 �¢ head cdt. F 0' DIFF 2' SWING 2 19 0,1277-0- I/17 C2 _— I 8-0 __ _. 5-5 )% �-0 7-0_= 1-9 1A O m 14-0 5-11 3-0 7-5 A' 73 .011 i � ' 1 SIT ✓ - f.L:a, a'c aaaca—A1 .aLibrA, :� a7a A wa,a' MISAM awa C.H. 15'-0' yo����� 2 2 z ► ► z .H. 19-6' 1-4 �\ 3 \ \ 3-0 las 90� 1� it 40006' 004W1e••74 oT4 1747404VWA-5 b'474‘7674:4A_466`Fk474 r �,� $ 11 •I I -i1.\ 2 , 3-8 0-7 1129SS T- 8.2 2- 11-2 3.10' 15-6 1'2.3 1' PLUG 1 mV,108.2 C..]5' -D' " 1 f 3soFsrr l i 11;4- 1 —I --- SCFFTT(R711'-1 - 6'1D 7'8 SOFFIT @ Y,1'-11' C.H- 14'-0' /'-/S0 ®1'1. / \off \ \ ‘ \ BOOK SALE'S a, { \ \ O\ ,� y •r(i /' / 2\ 1 H.102 12'-0: 2 '. 1 \ 2 2� 2 6-4 ,, / • � 15.6 / \ 2-5 , 7-7 ' 83 \\ //, /' /\ , "\ \ , © /, / \ \/ / .. .I W2744 \\\_ % , \ \I. / • / , m ,. ,/ \\ -: 9ES LIFE': , < �\ \ \ C.H- 12,0' /2\, \ 2\ 6-0 "�--i,' 11.0 {- \ { ' \ ORA, ,HIC4NOVE/LSI \ -y11 \ i..` \ \ / \. C.H. 12'-0' I� \ �`:• 3 10 ENTRY 100 OPEN TO BELOW ON 2 (2-1.5.1\ 2 I 123 , '\ MSS -, ISOFFIT Q.41- 1' 2 1 13-9 HYDRAULICALLY MOST DEMANDING AREA: SYS* 1 DENSITY: .20 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 482.89 GPM AT 116.88 PSI (INCWDING 0 GPM FOR INSIDE HOSE STREAMS) 3a-0' 61'-4' 32-0' 300• 2ND FLOOR BRANCHUNE LENGTH PER FLEOIROP LEGEND CEIUNG EXTENDED COVERAGESPRINKLEB TYP. FLEX DROP FOR EC -14K SSP NTS HANGER LEGEND SS SEE DETAIL ON THIS SHEET 2ND FLOOR BRANCHLINE-' LENGTH PER FLEmROP LEGEND 411 /1=I CEILING-- FIFR OR 04A SPRINKLER TYP. FLEX DROP FOR F1 FR OR G4A SSP SYM NTS TB SEE DETAIL ON THIS SHEET MANUFACTURER TYCO TY8237 TYPE EC SSP FLEX DROP LEGEND 3'-0' LONG FLEX DROP O 4'-0° LONG FLEX DROP CO 5'-0' LONG FLEX DROP DO 6'-0' LONG FLEX DROP SPRINKLER LEGEND MODEL EC -14 IIPOVW WHITE =1 WHITE OPAPOS WE 14K 1,411. QuAMITI 3/4' 155° 95 WA SEE DETIAL ON THIS SHEET 0 RELIABLE R3815 SSP FIFR WHITE =1 WHITE 1/2' 1/2 155° 32 RELIABLE 83625 SSU F1 FR BRZ 1/2' 1/2 200° 14 C.0 RELIABLE R5415 CONC PEND G4A RELIABLE 83635 HSW FIFP RELIABLE 83885 vsW F1 FR CHROME WHITE BRZ WHITE 1/2 1/2 185° =1 WHITE 1/2 1/T 165° 2 1/2' 1 /2' 155° TOTAL THIS SHEET 149 ABBREVIATIONS IFF ABOVE FINISHED FLOOR BM BOTTOM OF BEAM BOO BOTTOM OF DEO( BO! BOTTOM OF JOLT BDP BOTTOM OF Ft l)I BOT BOTTOM OF TRUSS CIS CUT TO SVR FO FEW CFCER FM INSDE FACE OF WNL OFOW OUTSIDE FACE OF WNL NAS NO AUTO. 5PRN08S 0NO UREBS NII® OTHERWISE BORDERS BOOKS T.I. 0 B 12 SCALE 3116•=1'-0' SYMBOL LEGEND CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICAI ES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY FITTER / LISTER NOTES 1. ALL BRANCHLINES TO BE 15-11' AFF 2. ALL BRANCHLINE HANGER TO BE' 38TB' U.N.O. 3. ALL STUB UPS ARE 1' (0-3) WI 1 x1/2" RC U.N.O. 4. ALL END OF BRANCHLINE HANGERS TO HAVE FIG. 25 SURGE RESTRAINER. 5. SEND THE FOLLOWING EXTRA MATERIAL : (25) HANGER WA', 1 (8-0) TBE, (10) 1' & 2' SPLIT RINGS. REVISIONS CONTRACT WITH AUXILIARY REMOTE AREA: SYS #1 DENSITY: .20 GPMOVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR:339.49 GPM AT 10254 P51 ( INCWDING 0 GPM FOR INSIDE HOUSE STREAMS ) WALL LEGEND 1/ / / / / / / /1 EXISTING FULL HEIGHT WALL Puuuuvuu,d NEW FULL HEIGHT WALL ego' no, PIPING LEGEND — — -- EXISTING PIPING NEW PIPING FITTING LEGEND S-4'x1'STRAP MT- 4' x 2' MECHANICAL TEE HHJ CONSTRUCTION INC. 1409 ALEXANDER AVENUE FIFE, WA98424 PROJECT MANAGER: BRYAN RYERSE PHONE : 253-9224168 FAX : 253-922-7391 SUPERINTENDENT: PHONE: FAX: though MC CEN IIRCATB OF COMPEI LACY STAMP KEY PUN HANGER DETAIL TB' / METAL DECK 1 V-!.- 1 V STEEL SAMrrMY-1 3(8' ATO Ds r HANGER RING 1 HANGER DETAIL 'SS' r CONCRETE FLOOR ON STEEL PIN DECK 3/8' x 3.3/4' KWIK BOLT -'I — 3)8' ROD COUPLNG (2-518' MIN EMBED ) 3/8' ATR HANGER RING HANGER DETAIL WA' �F� SMITH FIRE SYSTEMS, INC. 1108 64th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMRHFS13813T Bus: ( 253) 928.1860 FAX: ( 253) 928- 2350 BORDERS BOOKS T.I. SOUTHCENTER MALL 2437 SOUTHCENTER MALL TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO ISAAC H. 4/2/2008 2 OF 2 TI -8032