Loading...
HomeMy WebLinkAboutPP - 400 STRANDER BLVD - BED BATH & BEYOND - PERMITS AND PLANS400 STRANDER BLVD ASSOCIATED PERMITS 17-F-101 13-F-131 13-F-070 12-F-250 00-F-426 00-F-327 95-F-060 13-S-141 12-S-161 00-S-338 95-S-044 889-172 M17-0038 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 Site Address: Liao Y nde(AI 41 Tenant Name: Ped Rath R 11oncl Property Owner's Name: Bei 801411 141 Mailing Address: 650 LY 1 e! Ave PAIDvzs _ 1k91013 TUKWILA FIRE King Co. Assessor's Tax No.: Suite Number: Floor: New Tenant? ❑ - Yes ,j- No Ur) rdh City OBJ 0773 State Zip CONTACT PERSON -if there are questions about the submittal. //++�� Name: 3D,Spn ^ Pf Yf2V- le Day Telephone: 6 Company Name: L 1 n E/ec'Irie. Mailing Address: 9'00 /V . 3� . Ste► �e I SeciU fe W14 C(8 ()3 City State Zip E-mail Address: ►1 T1 fr3? ' ji"f �i'_ ,1#16 Fax Number: Total number of new/relocated devices or sprinkler heads: L� Valuation of Project (contractor's bid price): $ t tC[O• Scope of Work (please provide detailed information): P{OtAl e arl i140I 1 , e w }Yi a CI'u/t►1 CIPLAt? PSS Gdndv(4nod. assoctifeel cci,b1 . 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 AUTHOR ' D GENT: Signature: Date: ' (3 Print Name: A'F1 Irre w R. ),),0 ►1 Day Telephone: 7060433— Plan 126433 Plan Permit App.doc 1/2/13 TFD FP Form 8 SITE LOCATION Site Address: Tenant Name: 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** +fir RL . Property Owner's Name: 6S® Li.be4y Ave. Mailing Address: King Co. Assessor's Tax No.: 0223 l O W 72 Suite Number: Floor: f New Tenant?�❑ - Yes 7] - No 1` 1 r.0 ,�11c4i er LIC. UP% ;oh 0708' City State Zip CONTACT P RSON-if tthhere are questions about the submittal. /1741 SCacl— Company Name: 96-fi c1. TC-• Mailing Address: 100 Z Csf ( Ave- A'• `l T City E-mail Address: S co RQ -C. ;Jilts • COW+ Name: Total number of new/relocated devices or sprinkler heads: L/S Day Telephone: 23 -Os Z ^ l ! UZ ✓1 &)3Z State Fax Number: ZS 3. Sat - 2 ZiQp2/°) Gj oe Valuation of Project (contractor's bid price): $ 1' 2-i�iQ� Scope of Work (please provide detailed information): Ter net; Cr alRWi 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 O + ER I ' AUTO; ORI 1 NT: Signature: Print Name: I" Vt" /COrA Plan Pennit App.doc Day Telephone: Date: 6/5/3 qz_s. 678. S 63q 1/2/13 TFD FP Fonn 8 SITE LOCATION Site Address: 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** oo S (400€.vz &-A/ a Tenant Name: &st—kt"4 ov\.) Property Owner's Name: >f}-`t'M ' (00Q jUt 1'�01� Tau I sE King Co. Assessor's Tax No.: Suite Number: Floor: ' New Tenant? ❑ - Yes No Mailing Address: CONTACT PERSON -if there are questions about the submittal. Name: lot L,6_ 12pv, Company Name: CJ L U I \ N Mailing Address: lS41- 1ST .p S hi `t? ( -5_ GOA 3TS City State Zip E-mail Address: COLD rng t R Ft(Lt T Fax Number: Zo Lc 100 City State Zip Day Telephone: Z -OL 2 32 ,D.,`) Total number of new/relocated devices or sprinkler heads: 2_ NA Valuation of Project (contractor's bid price): $ -1C a Scope of Work (please provide detailed information): k0 0 Z t-tkAOS 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 1 80 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW OR UTHORIZED AGENT: Signature: Date: Print Name: l�ck jP/LaoC Day Telephone: -LOG; 23z. SC(4.`1 Plan Permit App.doc 1/2/13 TFD FP Form 8 CORRECTION NOTICE/REINSPECTION FEE Inspector: Permit number: TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshaltukwilawa.ov Business Name: i s [ ) �p� bet* Type Inspection: of Locat' n Address e StVd Date 01311 g 4CAVII Contact Person : �WS 04Phone a.tv l �1 No. x ^ ? p it ix?!j'j i/ ACTION REQUIRED IMGi//GC, rQ7pe{ I r S ib 74 /'n A//ye / Y1 4CAVII eVea-- 19-er C4 vii Ir-vS r -e -to el -1--- akied 44- -13-te /\' ''Ne AiV6 i V. CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : /1 FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A CRI INAL CITATION/TICKET. Signature: Billing/Maili ddress : Attn: Company Name: Address: City: State: Q Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 CORRECTION NOTICE/REINSPECTION FEE Inspector: (—I'M r M Permit number: TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal (a tukwilawa. ov Business Name: e,y0,, 6 641_774 Type of Inspection: Location Address: GOD ,57) 0614— gL�b_ Date : %/ ?/5_7j l Contact Person : Phone No. • ACTION REQUIRED : -- Pe'l) 2- f2t- Ya kJJ YZ F /4- 19,9-\I p c b?77eo-1 . — 6/9--d-c /472_1e- Vi, J4 baeg w�� 0(k(t4, fi\%kv 1 ()A \ 1 \ . " irY , fil vt,''-` 11) \o efi\i' c 6\'` e , v,v.P- , cb( t /1 6.1d4, n.e ve ll0 1 uickoi.10(.4 A , 6161 7 CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A I INAL CITATION/TICKET. Signature: k Billing/Mailing Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 51061,c,i.. 73 poyo at vi A\‘. 2,+; t 04 OAP 0 ,E i INSPECTION NUMBER INSPECTION RECORD /11 i 7 —00 g Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: f7"7 Sprinklers: Fire Alarm: Type of Ins e ion: gyc1 4 - Ire - �'� Address: ,.- Rel-- Fe3a- gj,vtr - ept L -IJ v - Contact Pe on: II rJ Phone No.: 360 . ,—*0-7'7— Suite #: . p _ JAL./e-vi Special Instructions: &rAPproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ,.- Rel-- Fe3a- gj,vtr - ept L -IJ v - r i2-7---tt r5 ( 2- j 3 Se -f.-7 r- .St 6----g---V150Y(--17 -tb P 1115")6-1-- - _ /w 5 % L t 46--"' ( 4-1 Yv /97-v/1/410'v . 96 -2 -vi (a Z&' 76Y is pY !41`1/7. { d 77-eoz- -7,•?- PEvic c--- /, 1o. tA✓F(t 7 --- WO? 17-2 ` - 7r--tl / (6-6 .. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f_ Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 TUI f BILA FIRE MARSHAL'S OFI ,E Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov 4, X� CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date %" OS Property Address City TUKWILA Name of Facility Occupied as (� / Owner or Representative L V r ei e (v P'"Y� Phone # J L, - LiC 5 j .� �-- Installing Company / f (U 1_ ,S^ C L. !< f Installing Contractor's Address 1 1G Z J b (. �� ii� , s 5�2 L City /(4 0 / Phone # 4 - 3 16- 7 i,3O Installer's Name (PRINT) D9r f ' t K e i-cte( =4.1 .V er well License and/or Certificate T(.Q' I �l 5 6qt (Q o () Permit # f 1 Lf UO St>' A h Cief 13 Ill Suite # Zip Code F/ V c ;; /tel "�. ,�C:i L, f ,- L L c General Contractor Electrical Contractor FACP Equipment Manufacturer /Id -641c Model # Foe NS Z 00;4 This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by On (date) and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) / Tukwila City Ordinance Numbers 2050, 2051 UL CentralStagii Mor % ._ ff(,%{� �- �l �Sf •- 1/ 2ti System is monitored by trYC0 1f SIGNED Date 7 OS- 1? System Fi ware: Installed version Checksum Date Initial program Installation Date Revisions and Reasons / • yy � Programmed by ��a•��v:h�a t'►•�� �'�� �/'h�sf.y t�c�1° V dd Gvh cs � / " EQUIPMENT INSTALLED AND TESTED: Control Panel of Make/Model Manual Station of Make/Model Smoke Detectors of Make/Model Heat Detectors of _ Make/Model Duct Detectors of Make/Model A/V Devices of Make/Model Audio Devices of Make/Model Visual Devices of Make/Model Auto Door Release of Make/Model Trouble Indictors of Make/Model Batteries Readings Battery Full Load Charge Generator of Make/Model HVAC Controls of Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator of Make/Model Sprinkler System. (Fire Alarm connections only) Water Flow Sw. of Make/Model Valve Tamper Sw. _ of Make/Model PIV of Make/Model Elec. Alarm Bell of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes No Test of alarm System on emergency power, satisfactory? Yes No Test Witnessed by Title Date Comments: Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #1 10 TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date I2'('' 1%7 Permit # Property Address 406 ¶ LAID Suite # City . TUKWILA Zi p Code (NFE- Name of Facility �� 1301-1- to ►� �► " Occupied as 3 ` LI\A J: 13 0)(1 a °--- jZ jY c 'i alr-gy ` Owner or Representative �� (i` _7L -- Phone # ?.Ula) 46 S _ S 9� U p Installing Company-7(CD v ' //��,� (1 Installingll�'�Contractor's Address�1962 192► 1 Vg c1 + C-1 2-. c/ Citi, clsvI /S '3 2 Phone # (2 3) /b — 72 - Installer's / 2Installer's Name (PRINT) T6 (� p / License and/or Certificate y�Ct'J � ' 0 dlp0 General Contractor Electrical Contractor (i tz FACP Equipment Manufacturer ' I ,'l,L Model #)-) S 200 This system has been installed, pre -tested and o erates in accordance with the standards listed below and was inspected by -- 1/V 1/V0 -.5-:".8.17 ON MaLT7 vaad On (date) and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Monitor System is monitored by 71-)0 SIG Date,:;1/4--/-1// 7 System Firmware: Installed version Checksum Date Initial program Installation Date Revisions and Reasons Programmed by EQUIPMENT INSTALLED AND TESTED: Control Panel J of 1 Make/Model P'C"1f ;zoo Manual Station of Make/Model Smoke Detectors _ of Make/Model Heat Detectors of Make/Model Duct Detectors 2 of 3 Make/Model pg -a-041 j Zg" L V( ? AIV Devices of Make/Model Audio Devices of Make/Model Visual Devices of Make/Model Auto Door Release _ of Make/Model Trouble Indictors of Make/Model Batteries Readings Battery Full Load Charge Generator _ of Make/Model HVAC Controls _ of Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator of Make/Model ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. _ of _ Make/Model Valve Tamper Sw. _ of _ Make/Model PIV _ of _ Make/Model Elec. Alarm Bell _ of _ Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes 'Q No Test of alarm System on emergency power, satisfactory? Yes _ No Test Witnessed by Title Date Comments: Ap fy dYrs TUle0407,1 IN 7 4- 4 6 _ D—C,rJy►-i47/uIr HV& ( p- p � zed' 4 eivwz AGAI 1%101-- d ,v v/A' a' zi-01- ?7mmL2hivic4z) ._. 3 / Tr dr fw ff T Tai` , b oepi Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 Without Comments O As Noted in Ren O Per The Attached ! _eiter These plans have been reviewed by The Tukwila Fire Prevention Bureau to -.)ntormance v-itt currelit City standards. Accept, subject to a:TL,-s ar emissions which rt ortze VIc''' r :opted stor..dards me .pr the adequacy Of a: ,+!'' 2111, with ct t';!^ „r- • Final ac_ The 1 u.c ' • Date: G -/(f--(2 • ',0; Jr -",voles after c'f'Cc ?-.r1 r :1 . E a ^a approval. '3-r env ; spe tion by F777 r7PIT1T47:NT 5.4 + g1V/ri :.a s. ,:.2. ,` ci rift L and `.:,..:cc dress for shut- or hutor r s craion approve!. flu IFire & Security Battery Calculation Worksheet (all currents stated in mA) 12/6/00 PROJECT: Bed Bath & Beyond Device Quantity of Standby mA Alarm mA Total Device Total Device Description Devices Per Device Per Device Standby mA Alarm mA System Devices Focus 200 Fire Alarm Control Panel 1 300 440 300 440 Focus 200 Key Pad 1 32 64 32 64 AL400UL Altronix 4amp Power Supply 2 175 175 350 350 Notification Appliance Totals 34 17.22 0 0 5.16 Required A/H Battery j 22.3811 0 0 Total System Current 682 854 Smoke Detectors / Auxiliary Devices 472370 Manual Pull Station (w/SIM) 12 1 1 12 12 472373 Smoke Detector (w/SIM 1 1 3 1 3 Device Totals 17 N/A 16.68 13 15 Notification Appliances (list all) P2475 Horn/Strobe 75cd 32 N/A 167 N/A 5344 P241575 Horn/Strobe 15/75cd 2 N/A 111 N/A 222 6435 Total System Standby A/H N/A 16.68 N/A 0 Notification Appliance Totals 34 17.22 N/A 5566 Summary Section Standby Hrs. Required 24 Alarm Sounding Minutes 5 Total System Standby mA 695 Total System Alarm mA 6435 Total System Standby A/H 16.68 Total System Alarm A/H 0.54 Min. A/H Battery 17.22 ADD 30% FOR BATTERY DEPLETION 5.16 Required A/H Battery j 22.3811 A/H BATTERY PROVIDED FOR SYSTEM 1 25 I QUANTITY 1 1 BATTERY CALCULATIONS FOR: FUTURE SHOP, TUKWILA 240 ANDOVER PARKWAY STANDBY DESCRIPTION 5207 SILENT KNIGHT PANEL 4180 STATUS DISPLAY MODULE DUCT DETECTOR STANDBY 0.120 0.2 7 0.00025 TOTAL STANDBY: ALARM TOTAL 0.120 0.2 0.00175 0.32175 QUANTITY DESCRIPTION STANDBY TOTAL 1 5207 SILENT KNIGHT PANEL 0.700 0.700 1 4180 STATUS DISPLAY MODULE 0.140 0.140 7 DUCT DETECTOR (PER MFG. NOT TO EXCEED 0.150A) 0.150 0.150 TOTAL ALARM: 4.25A STANDBY 0.32175A x 24HRS ALARM 4.25A x 5 MINUTES TOTAL BATTERY REQUIRED BATTERY SUPPLIED 7.722AH 0.354AH 8.076AH 10.00AH �-I954 s-ntp,N Z t[wC© I Fire & Security Battery Calculation Worksheet (all currents stated in mA) 9/19/00 PROJECT: Bed Bath & Beyond Device Quantity of Standby mA Alarm mA Total Device Total Device Description Devices Per Device Per Device Standby mA Alarm mA System Devices Focus 200 1 300 440 300 440 ADT -LCD -40 Annunciator 1 0.2 0.8 0.2 0.8 0 0 Min. A/H Battery 0 0 0 0 0 Device Totals 1 0 0 Total System Current 500.8 300.2 440.8 Smoke Detectors / Auxiliary Devices ESL 521 Smoke Detector 1 0.07 60 0.07 60 Total System Alarm mA 0 0 0 0 0 Min. A/H Battery 0 0 0 0 0 Device Totals 1 300.27 500.8 Notification Appliances (list all) Standby Hrs. Required 0 N/A 5 N/A 0 Total System Alarm mA 0 N/A 14.41 N/A 0 Min. A/H Battery 0 N/A 4.35 N/A 0 Notification Appliance Totals 0 N/A 0 Summary Section Standby Hrs. Required 24 Alarm Sounding Minutes 5 Total System Standby mA 600.47 Total System Alarm mA 941.6 Total System Standby A/H 14.41 Total System Alarm A/H 0.08 Min. A/H Battery 14.49 ADD 30% FOR BATTERY DEPLETION 4.35 Required A/H Battery . 18.84, I A/H BATTERY PROVIDED FOR SYSTEM 25 FIRE SECURITY LIFE SAFETY TVA FIRE & LIFE SAFETY, INC. July 21, 2000 Mike Alderson, Fire Marshal CITY OF TUKWILA FIRE DEPARPMENT 444 Andover Park East Tukwila, WA 98188 Re: Bed, Bath & Beyond Strander Blvd. Tukwila, WA Subj: Fire Protection Plan ( Revised Code Sections to meet NFPA 13, 1999 Edition) Dear Mike: San Diego Los Angeles Detroit Atlanta Dallas Minneapolis New Jersey A new Bed, Bath & Beyond is planned in your jurisdiction in the City of Tukwila. The actual location will be in the South Center on Stander Blvd. This fire protection plan is being sent to you to outline the approach Bed, Bath & Beyond will be using to achieve compliance with the Uniform Building and Fire Codes (UBC and UFC respectively). It is also anticipated that this document will assist your department during the plan check process by providing the basis on which the design criteria was developed. This plan is based specifically on the 1997 editions of the Uniform Codes, as well as the 1999 Edition of NFPA 13. GENERAL Bed, Bath & Beyond stores will normally occupy between 27,000 ft2 and 35,000 ft'- of gross floor area. Of that area, approximately 1/3 will be occupied by storage and display that can be considered high -piled storage, while the remaining 2/3 of the store will be occupied by storage and display that is considered low -piled storage, or some other accessory use such as offices or restrooms. Distances to exits do not exceed 250 feet at any point in the store. In addition, the stores are completely sprinklered and they comply fully with all applicable standards governing high -pile storage retail warehouses. CONSTRUCTION FEATURES AND FIRE FLOW The actual area of this store will be approximately45,500 ft2based on the preliminary fixture plan, this does not include the office mezzanine floor area). Of this 45,500 ft'-, 39143 fe is occupied by the main sales area, 3,283 ft2 by receiving and backstock storage areas, and 980 ft2 by the office package. All of the primary load bearing structural members, including exterior bearing walls and columns will be constructed of noncombustible materials (steel, iron, concrete or masonry). The roof structure will be constructed of combustible materials, including solid wood girders, beams and purlins, and a plywood roof decking with a built-up roof covering. Limited amounts of combustible materials and finishes such as plywood display boards will also be used with the fixturing, but none of these materials will be incorporated into the structural framing of the building. The construction will be classified as Type III -N (1997 UBC, Sec. 606 and Table 6-A). Table A -III -A-1 of Appendix III -A in the 1997 UFC is normally used to determine the fire flow requirements for these sites. The base fire flow requirement for a Type III -N building of this size is 3,750 gpm. Section 5.2 of Appendix III -A has an exception that allows a reduction in the fire flow requirement of up to 75% if a building is fully sprinklered. A Computer 2820 CAMINO dEl Rio SOUTH • SuiTE 200 • SAN Dirco, CA 92108 • TEl (619) 296-5666 • FAX (619) 296-5656 July 31, 2000 Bed, Bath & Beyond — Tukwila, WA Fire Protection Plan Page 2 of 7 Model conducted on 2 June 2000 indicates that 9,000 gpm will be available for 250 Andover West at a residual pressure of 20 psi. While this flow data does takes into account a 10% reduction from the raw test data to account for seasonal fluctuations, additional reductions will be incurred due to the full flow water meter and backflow preventorthat are installed on the fire service connection for this portion of the site. Therefore, we would request that a 50% reduction of the fire flow requirements be allowed based on the fully sprinklered building exception. This would result in a fire flow requirement of 2,250 gpm. STORAGE & DISPLAY CONFIGURATIONS There will be several different storage and display configurations found in this store, including solid piled/palletized, shelf and rack storage/display. Informational packages for both the low- and high -piled storage fixtures, which provide details including shelf widths, maximum shelf or rack structure heights and maximum storage heights have been enclosed. Sheet HPS-1.0 shows the delineation between low -piled and high -piled storage/display areas of the main sales floor, and it also provides an area summary for the different types of storage/display that will be found throughout the store. The following is a brief narrative of the information presented on the referenced drawings, as well as a review of the UFC requirements for each type of storage. Solid Piled/Palletized Storage & Display Solid piled/palletized storage and display will be found at various locations on the main sales floor and also in the receiving dock area of the store. Products that will be stored or displayed in this manner include Class I-IV commodities and limited quantities of Group A plastics. It can be seen from Sheet HPS-1.0 that in no case will solid piled/palletized storage or display occupy an individual floor area of more that 32 ft2, which is roughly equal to two (2) pallet loads of product. Maximum storage heights for this type of storage/display configuration will be 6 ft. for all products. Because storage heights will be at or below 6 ft. for all commodities involved, products stored or displayed in this manner will be considered low -piled storage, and will not be included in the total floor area used to determine the requirements of UFC Table 81-A. Shelf Storage & Display Shelf storage and display will be found throughout the main sales floor and also in both the receiving and center backstock storage areas. Products that will be stored or displayed in this manner again include Class I-IV commodities and limited quantities of Group A plastics. Maximum storage heights on the main sales floor for this storage configuration will be either 16 '/2 ft. or 5 ft., depending on the product and location. All shelf storage in the backstock storage areas will be a maximum of 16 1/2 ft. high. Storage/display on the main sales floor that is in excess of 12 ft. for Class I-IV commodities, and in excess of 6 ft. for Group A plastics, as well as all storage in the backstock storage areas, will be considered high -piled combustible storage, and therefore will be included in the total floor area used to determine the requirements of UFC Table 81-A. Shelf storage/display on the main sales floor that is less than 6 ft. high will be considered low -piled storage, and therefore will not be included. Rack Storage Rack storage will be found in both the receiving and center backstock storage areas. As with the other types of storage, products that will be stored in this manner again include Class I-IV commodities and limited quantities of Group A plastics. Maximum storage heights for this storage configuration again will be 16 '/2 ft. for all products. Because storage heights for all products will be greater than 12 ft., this storage configuration will also be considered high -piled storage, and therefore will be included in the total floor area used to determine the requirements of UFC Table 81-A. July 31, 2000 Bed, Bath & Beyond — Tukwila, WA Fire Protection Plan Page 3 of 7 COMMODITY CLASSIFICATION INFORMATION As was stated previously, the commodity classifications for products that will be found in this store range from Class I noncombustible products in cardboard containers to High Hazard Group A plastics. UFC Section 8101.4.1 provides examples for the various types of commodities and their proper classification. In addition to these examples, there are three code sections that are critical to determining commodity classification, and ultimately to determining the overall classification of the building. First, UFC Section 209 provides the Code's definition of High -Piled Combustible Storage, which includes "...storage of combustible materials in closely packed piles or combustible materials on pallets, in racks or on shelves where the top of storage is greater than 12 feet in height." This definition also gives the Fire Chief the latitude to include "...certain high -hazard commodities, such as... Group A plastics... and similar commodities, where the top of storage is greater than 6 feet in height." This definition is important because approximately 60% of the storage in this building will be at heights less than 6 feet, with most of the high -hazard commodities being stored at heights less than 6 feet. Second, UFC Section 8101.4.3 and Figure 8101.4-A provide criteria which allow a commodity containing limited amounts of Group A plastics to be classified as a Class IV or Class III commodity. Specifically, if a commodity contains only 10-15% by weight of unexpanded Group A plastics, it can be considered a Class IV commodity, and if less than 10% by weight it can be considered a Class III commodity. This type of analysis is important for products such as pillows, comforters, kitchen appliances and other similar products that will be found in a Bed, Bath & Beyond store. Finally, UFC Section 8101.5.2 allows the designation of a high -piled combustible storage area to be based on a lesser hazard class provided the higher hazard product is limited in quantity and the sprinkler system can be demonstrated to provide the level of protection (i.e. the appropriate application density) necessary for the higher hazard commodity. This requires an engineering analysis of both the commodity classifications for all products and the sprinkler system design requirements for all products. Specifically, if the following criteria can be met, the lower hazard classification will be allowed: • Storage of the higher hazard commodity must be limited to a contiguous floor area of no more than 120 sq. ft., • Where multiple areas of higher hazard commodity are present, they must be separated from each other by a minimum of 25 feet, and The sprinkler system must be able to deliver the application density for the higher hazard commodity over a minimum 900 sq. ft. design area. The quantity of Group A plastics that will be found in this store is limited, with the majority of these products being stored or displayed in solid piles or on low -piled shelf storage units to a maximum height of 6 feet. Where these products are stored at heights above 6 feet, they are arranged so that the storage meets the requirements of UFC Section 8101.5.2. In particular, the Group A plastic products are consolidated into clusters occupying floor areas of 120 sq. ft. or less, with these clusters being separated from each other by a distance of at least 25 feet. Additionally, back stock of any given product will be found on the shelving immediately above the display for that product. Finally, hydraulic calculations of the sprinkler system will be required to demonstrate that a 900 sq. ft. design area located over the most remote area of the main sales floor is able to deliver a 0.60 gpm/sq. ft. application density. Therefore, because the storage configuration and the sprinkler system will both be able to meet all of the criteria set forth in UFC Section 8101.5.2, the appropriate commodity classification for this building will Class IV. July 31, 2000 Bed, Bath & Beyond — Tukwila, WA Fire Protection Plan Page 4 of 7 SPRINKLER CALCULATIONS The automatic wet -pipe sprinkler system required by UFC Table 81-A will be design and installed in accordance with the 1999 Edition of NFPA 13. The primary design criteria for the store will be determined based on a Class IV commodity classification. This is not to say that the protection requirements for Group A plastics can be completely disregarded. In fact, because the commodity classification for the overall building has been determined based on the requirements of UFC Section 8101.5.2, it must also be demonstrated that the sprinkler system can deliver the density necessary for Group A plastics over a 900 sq. ft. design area located above the most remote part of the main sales floor. This criteria will be referred to as the secondary design criteria. The storage and display configuration used in this store has one more somewhat unique aspect, that being the fact that it is shelf storage to a maximum 16 '/2 ft. height Normally, automatic sprinkler system design criteria for shelf storage in excess of 12 ft high would be covered by Section 7-3 in NFPA 13, "Fire Control Approach for the Protection of Commodities That Are Stored Palletized, Solid Piled, in Bin Boxes, or in Shelves". However, Section 7-3.2.1.1 (2) specifically limits the applicability of this standard to "Nonencapsulated commodities on shelf storage up to 15 ft. in height". Because the maximum storage height in this store will be 16 '/i ft., the requirements outlined in this section will be applicable only to the low -piled storage configurations. UFC Section 8103.2.2 also addresses this issue, stating that "Shelf storage 15 feet or more in height shall be protected in an approved manner with special fire protection...". For this store, the "special fire protection" that is being proposed is criteria developed based on rack storage requirements (i.e. NFPA 13, Section 7-4). Primary Design Criteria, Class I-IV Commodities Class I-IV commodities will be stored and displayed using all three storage/display configurations described previously. The requirements for protection of solid piled/palletized and shelf storage/display are presented in NFPA 13, Section 7- 3.2.2, and will be applied to the low -piled storage configurations. The requirements for protection of rack storage of Class I-IV commodities are presented in NFPA 13, Section 7-4 and will be applied to the high -piled storage configurations. Several factors must be considered before the appropriate level of protection can be determined, including storage heights, sprinkler temperature rating, packaging methods and aisle widths. Obviously, there can be any number of combinations of these factors, but the following summaries present the conditions that will be found in this store, along with the required design criteria. Solid piled and Shelf Storage Up To 12 ft. High Maximum Storage Height: 6'0" Minimum Aisle Width: 4'0" Packaging Methods: Cartoned and exposed, nonencapsulated Temperature Rating: 286 °F Base Design Criteria: 0.20 gpm/ft2 over 1500 ft' (Ordinary Hazard, Group 2) — Determined from NFPA 13, Section 2-1.2.2. Rack Storage and Shelf Storage In Excess of 15 ft. High Maximum Storage Height: 16'6" Minimum Aisle Width: 4'0" Packaging Methods: Cartoned and exposed, nonencapsulated Temperature Rating: 286 °F July 31, 2000 Bed, Bath & Beyond — Tukwila, WA Fire Protection Plan Page 5 of 7 Base Design Criteria: 0.58 gpm/sq. ft. over 2000 sq. ft. — Determined from Curves G on NFPA 13, Figure 7-4.2.2.1 (d). Adjusted Design Criteria: 0.487 gpm/sq. ft. over 2000 sq. ft. — Density reduced to 70 % of base criteria due to 16'6" storage height, as permitted by NFPA 13, Section 7-4.2.2.1.3 and Figure 7-4.2.2.1,3, and then increased by 20 % based on the use of solid bottom wood pallets as required by NFPA 13, Section 7-4.2.2.1,11 (this increase accounts for solid shelving). As expected, the rack storage configuration results in the most restrictive design criteria, therefore the recommended primary design criteria is 0.487 gpm/ft2 over a 2000 ft2 design area. Secondary Design Criteria, Group A Plastics The requirements for protection of solid piled/palletized and shelf storage/display of Group A plastics are presented in NFPA 13, Section 7-3.3, while the requirements for protection of rack storage of these products are presented in NFPA 13, Section 7-4.4. As with the Class I-IV protection requirements, there are a number of factors that must be considered before the appropriate level of protection can be determined, including whether the plastic is expanded or nonexpanded, cartoned or exposed, and if the pile is stable or unstable. For this store, all storage configurations will include expanded and nonexpanded, exposed, stable piles of commodity. The following summaries present the conditions that will be found in this store, along with the required design density criteria. Solid piled and Shelf Storage Up To 6 feet High Maximum Storage Height: 6'0" Minimum Aisle Width: 4'0" Packaging Methods: Cartoned and exposed, nonencapsulated, stable piles Temperature Rating: 286 °F Base Design Criteria: 0.271 gpm/ft2 — Determined from NFPA 13, Column E of Table 7-3.3.2.2, interpolating between 5 ft. and 12 ft. storage heights as allowed by Section 7- 3.3.2.2.2. Rack Storage and Shelf Storage In Excess of 15 feet High Maximum Storage Height: 16'6" Minimum Aisle Width: 4'0" Packaging Methods: Cartoned and exposed, nonencapsulated Temperature Rating: 286 °F Base Design Criteria: 0.60 gpm/sq. ft. over 2000 sq. ft. — Determined NFPA 13, Figure 7-4.4.2.3 (e), Option 1 and Note 5. Again the rack storage configuration results in the most restrictive design criteria, therefore the recommended secondary design criteria for this store is 0.60 gpm/ft2 over a 900 ft2 design area. July 31, 2000 Bed, Bath & Beyond — Tukwila, WA Fire Protection Plan Page 6 of 7 GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS Requirements for fire protection and life safety features are presented in UFC Section 8102 and Table 81-A. Application of these requirements is driven primarily by the hazard classification of the commodities being stored or displayed, and the total floor occupied by the storage/displays. The hazard classification of the storage area is in turn dependent on the commodity classification of the products being stored or displayed and the storage heights. The impact of the Code's definition of high -piled combustible storage has been discussed previously. Sheet HPS-1.0 shows the limits of all areas having storage and/or displays more than 12 feet in height for Class I-IV commodities and more than 6 feet in height for high hazard commodities. The limits for these areas have been laid out to include all racking and any adjacent aisles, up to a maximum aisle width of 30 inches, which is the minimum required aisle width for shelf storage. For each such area identified, the total floor area has been indicated. From the HPS-1.0 plan it can be seen that there is a total of 7,481 ft' of public accessible high -piled storage on the main sales floor and there is 3,160 ft2 of nonpublic accessible high -piled storage in the receiving and backstock storage areas of the building. Because the receiving and center backstock storage areas of the store are not separated from the main sales area as required by UFC 8102.3.2, the total high -piled storage area that must be used for application of UFC Table 81-A is 10,641 ft'. Fire Department Access Fire Department access roads are provided on both the front and rear of the building (even though they are not required by UFC Table 81-A. Because there is no high -piled storage area in excess of 12,000 ft2 in this building, Fire Department access doors are not required by UFC Table 81-A. Smoke and Heat Removal Because there is no high -piled storage area in excess of 12,000 ftin this building, smoke and heat vents and curtain boards are not required by UFC Table 81-A. Hose Stations and Hose Connections Because there is no high -piled storage area in excess of 12,000 ft2 in this building, hose stations and hose connections are not required by UFC Table 81-A. • Aisles Aisle widths will vary by location in the store. In all cases, the minimum aisle width will be maintained at 4'0". It can be seen from Sheet HPS-1.0 that some of the aisles are much larger than this (i.e. 12 to 16 feet), but these larger areas will typically be used for solid -piled floor displays. When this is the case, the minimum clear width between the floor displays and adjacent shelf storage structures will be maintained at 3'0". In the backstock storage areas, the minimum aisle width will be maintained at 4'0". Flue Spaces Flue space requirements do not apply to shelf storage and solid-piled/palletized storage configurations (UFC Sections 8103 & 8104). All rack storage structures that will be found in this store will be single row racks, and therefore are not required to be provided with longitudinal flue spaces. Minimum 3 inch transverse flue spaces will be provided in the rack storage structures. July 31, 2000 Bed, Bath & Beyond — Tukwila, WA Fire Protection Plan Page 7 of 7 Housekeeping & Maintenance Practices The following general house keeping and maintenance practices will be instituted: • Proper clearances will be maintained between combustible stock and all ignition sources. • Minimum vertical clearance of 18" will be maintained between top of storage and sprinkler deflector. • Smoking will be prohibited within the store, and NO SMOKING signs will be conspicuously displayed. • Exit doors will be maintained clear and unobstructed, and will be opened weekly to ensure their operation. • Exit signs will be kept illuminated while the building is occupied. • Emergency lighting in the building will be checked monthly. • During restocking operations, a minimum unobstructed aisle width of 2'0" will be maintained. • Fire extinguishers will be mounted three feet to five feet from the floor in a conspicuous area and identified with a sign. Fire extinguishers will be placed so that an occupant would not have to travel more than 75 feet to reach one. We feel, this fire protection plan is complete and provides adequate fire and life safety for the occupants of the building. If you have any further questions, or feel you need further information or clarification, please do not hesitate to call. We would also be more than willing to meet with you to discuss the various aspect of this plan. Sincerely, Ted Wackerman Fire Protection Consultant cc: Duane Griffin, Building Director, City of Tukwila Robert Eckhardt — Bed, Bath & Beyond Ms. Colleen Breitenstein r A cf"'n STG/LRR/File — TVA, San Diego LJD — TVA, New Jersey P:/BedBath/FPP/Tukwi laW a/doc TVA FIRE & LIFE SAFETY, INC. 2820 CAMINO DEL RIO SOUTH #200 SAN DIEGO, CA 92108 HYDRAULIC CALCULATIONS FOR BED BATH & BEYOND, TUKWILA, WA. 400 STRANDER BLVD. TUKWILA, WA. 98188 FILE NUMBER: BBBTUK.SDF DATE: JUNE 16, 2000 SYSTEM 2 SECONDARY CALCULATION -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: RETAIL/LIMITED GROUP A PLASTICS .60 gpm/sq. ft. 900 sq. ft.(REDUCED IAW UFC SECTION 8101.5.2) 96 sq. ft. (100 sq. ft. 10 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 477.8 gpm TOTAL WATER REQUIRED (including hose): 977.8 gpm FLOW AND PRESSURE (@ BOR): 477.8 gpm @ 45.8 psi SPRINKLER ORIFICE SIZE: .64 inch NAME OF CONTRACTOR: UNKNOWN AT THIS TIME/TBD DESIGN/LAYOUT BY: TVA FIRE & LIFE SAFETY AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPT. CONTRACTOR CERTIFICATION NUMBER: UNKNOWN AT THIS TIME/TBD max.) CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50051107 ) HRS SYSTEMS, INC. TUCKER, GA 30084 T SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 SECONDARY CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCE 126.0 121.5 2000.0 124.8 977.8 52.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 977.8 GPM 400.0 GPM 100.0 GPM 477.8 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 21.0 - - - - 36.0 102 21.0 - - - - 36.0 103 21.0 - - - - 36.0 104 21.0 - - - - 36.0 105 21.0 - - - - 36.0 106 21.0 - - - - 36.0 107 21.0 - - - - 35.8 108 21.0 - - - - 35.8 109 21.0 - - - - 35.8 110 21.0 - - - - 35.7 111 21.0 - - - - 35.7 112 21.0 - - - - 35.7 113 21.0 - - - - 35.7 114 21.0 - - - - 35.7 121 23.0 - - - - 35.1 122 23.0 - - - - 35.1 123 23.0 - - - - 35.1 124 23.0 - - - - 35.1 125 23.0 - - - - 35.1 126 23.0 - - - - 35.1 127 23.0 - - - - 34.9 128 23.0 - - - - 34.9 129 23.0 - - - - 34.8 130 23.0 - - - - 34.8 131 23.0 - - - - 33.2 132 23.0 - - - - 34.1 133 23.0 - - - - 34.6 134 23.0 - - - - 34.6 135 21.0 - - - - 36.0 201 21.0 - - - - 35.2 202 21.0 - - - - 35.2 203 21.0 - - - - 35.2 204 21.0 - - - - 35.2 205 21.0 - - - - 35.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 SECONDARY CALC. NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 206 21.0 207 21.0 208 21.0 209 21.0 210 21.0 211 21.0 212 21.0 213 21.0 221 23.0 222 23.0 223 23.0 224 23.0 225 23.0 226 23.0 227 23.0 228 23.0 229 23.0 230 23.0 231 23.0 232 23.0 233 23.0 234 23.0 234A 21.0 235 23.0 301 23.0 302 23.0 303 23.0 304 23.0 305 23.0 306 23.0 307 23.0 308 23.0 309 23.0 310 23.0 311 23.0 312 23.0 313 23.0 314 23.0 315 23.0 316 23.0 317 23.0 318 23.0 319 23.0 320 23.0 321 23.0 5 21.0 3 2.0 BF1 2.5 BF2 2.5 1 0.5 SRCE -2.0 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 HOSE STREAM SOURCE 35.1 35.1 35.0 34.9 34.9 34.7 34.1 34.3 34.4 34.4 34.4 34.3 34.3 34.3 34.2 34.2 34.1 34.0 30.4 33.5 33.6 31.9 33.6 19.2 34.4 34.3 34.3 34.3 34.3 34.2 34.2 20.1 19.2 18.3 17.9 17.8 17.9 18.2 21.0 19.5 18.0 17.2 16.9 16.8 16.9 36.8 45.8 45.9 49.9 50.8 52.0 48.7 48.2 48.1 48.2 48.6 48.3 47.2 46.8 46.8 46.8 100.0 577.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 SECONDARY CALC. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 18.7 4.260 PL 12.00 PF 0.0 201 21.0 0.0 35.2 0.0 0.4 120 FTG PE 0.0 202 21.0 0.0 35.2 0.0 0.000 TL 12.00 PV 0.0 Pipe: 2 37.5 4.260 PL 12.00 PF 0.0 202 21.0 0.0 35.2 0.0 0.8 120 FTG ---- PE 0.0 203 21.0 0.0 35.2 0.0 0.000 TL 12.00 PV 0.0 Pipe: 3 56.3 4.260 PL 12.00 PF 0.0 203 21.0 0.0 35.2 0.0 1.3 120 FTG ---- PE 0.0 204 21.0 0.0 35.2 0.0 0.001 TL 12.00 PV 0.0 Pipe: 4 75.3 4.260 PL 12.00 PF 0.0 204 21.0 0.0 35.2 0.0 1.7 120 FTG ---- PE 0.0 205 21.0 0.0 35.1 0.0 0.002 TL 12.00 PV 0.0 Pipe: 5 94.6 4.260 PL 12.00 PF 0.0 205 21.0 0.0 35.1 0.0 2.1 120 FTG ---- PE 0.0 206 21.0 0.0 35.1 0.0 0.003 TL 12.00 PV 0.0 Pipe: 6 114.3 4.260 PL 12.00 PF 0.0 206 21.0 0.0 35.1 0.0 2.6 120 FTG ---- PE 0.0 207 21.0 0.0 35.1 0.0 0.004 TL 12.00 PV 0.0 Pipe: 7 132.3. 4.260 PL 12.00 PF 0.1 207 21.0 0.0 35.1 0.0 3.0 120 FTG ---- PE 0.0 208 21.0 0.0 35.0 0.0 0.005 TL 12.00 PV 0.1 Pipe: 8 150.4 4.260 PL 12.00 PF 0.1 208 21.0 0.0 35.0 0.0 3.4 120 FTG ---- PE 0.0 209 21.0 0.0 34.9 0.0 0.006 TL 12.00 PV 0.1 Pipe: 9 168.8 4.260 PL 12.00 PF 0.1 209 21.0 0.0 34.9 0.0 3.8 120 FTG ---- PE 0.0 210 21.0 0.0 34.9 0.0 0.007 TL 12.00 PV 0.1 Pipe: 10 187.9 4.260 PL 12.00 PF 0.1 210 21.0 0.0 34.9 0.0 4.2 120 FTG ---- PE 0.0 211 21.0 0.0 34.7 0.0 0.009 TL 12.00 PV 0.1 Pipe: 11 -18.7 6.357 PL 12.00 PF 0.0 101 21.0 0.0 36.0 0.0 0.2 120 FTG ---- PE 0.0 102 21.0 0.0 36.0 0.0 0.000 TL 12.00 PV 0.0 Pipe: 12 -37.5 6.357 PL 12.00 PF 0.0 102 21.0 0.0 36.0 0.0 0.4 120 FTG ---- PE 0.0 103 21.0 0.0 36.0 0.0 0.000 TL 12.00 PV 0.0 Pipe: 13 -56.3 6.357 PL 12.00 PF 0.0 103 21.0 0.0 36.0 0.0 0.6 120 FTG ---- PE 0.0 104 21:0 0.0 36.0 0.0 0.000 TL 12.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 SECONDARY CALC. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -75.3 6.357 PL 12.00 PF 0.0 104 21.0 0.0 36.0 0.0 0.8 120 FTG ---- PE 0.0 105 21.0 0.0 36.0 0.0 0.000 TL 12.00 PV 0.0 Pipe: 15 -94.6 6.357 PL 12.00 PF 0.0 105 21.0 0.0 36.0 0.0 1.0 120 FTG ---- PE 0.0 106 21.0 0.0 36.0 0.0 0.000 TL 12.00 PV 0.0 Pipe: 16 -114.3 6.357 PL 3.00 PF 0.0 106 21.0 0.0 36.0 0.0 1.2 120 FTG T PE 0.0 135 21.0 0.0 36.0 0.0 0.001 TL 41.00 PV 0.0 Pipe: 17 -40.9 6.357 PL 9.50 PF 0.0 114 21.0 0.0 35.7 0.0 0.4 120 FTG ---- PE 0.0 113 21.0 0.0 35.7 0.0 0.000 TL 9.50 PV 0.0 Pipe: 18 -84.1 6.357 PL 10.50 PF 0.0 113 21.0 0.0 35.7 0.0 0.8 120 FTG ---- PE 0.0 112 21.0 0.0 35.7 0.0 0.000 TL 10.50 PV 0.0 Pipe: 19 -164.2 6.357 PL 12.00 PF 0.0 112 21.0 0.0 35.7 0.0 1.7 120 FTG ---- PE 0.0 111 21.0 0.0 35.7 0.0 0.001 TL 12.00 PV 0.0 Pipe: 20 -289.9 6.357 PL 12.00 PF 0.0 111 21.0 0.0 35.7 0.0 2.9 120 FTG ---- PE 0.0 110 21.0 0.0 35.7 0.0 0.003 TL 12.00 PV 0.1 Pipe: 21 -309.0 6.357 PL 12.00 PF 0.0 110 21.0 0.0 35.7 0.0 3.1 120 FTG ---- PE 0.0 109 21.0 0.0 35.8 0.0 0.003 TL 12.00 PV 0.1 Pipe: 22 -327.4 6.357 PL 12.00 PF 0.0 109 21.0 0.0 35.8 0.0 3.3 120 FTG ---- PE 0.0 108 21.0 0.0 35.8 0.0 0.004 TL 12.00 PV 0.1 Pipe: 23 -345.5 6.357 PL 12.00 PF 0.0 108 21.0 0.0 35.8 0.0 3.5 120 FTG ---- PE 0.0 107 21.0 0.0 35.8 0.0 0.004 TL 12.00 PV 0.1 Pipe: 24 -363.5 6.357 PL 9.00 PF 0.2 107 21.0 0.0 35.8 0.0 3.7 120 FTG T PE 0.0 135 21.0 0.0 36.0 0.0 0.004 TL 47.00 PV 0.1 Pipe: 25 18.7 2.157 PL 2.00 PF 0.0 101 21.0 0.0 36.0 0.0 1.6 120 FTG T PE -0.9 121 23.0 0.0 35.1 0.0 0.003 TL 14.00 PV 0.0 Pipe: 26 18.7 2.157 PL 192.00 PF 0.7 121 23.0 0.0 35.1 0.0 1.6 120 FTG 2T PE 0.0 221 23.0 0.0 34.4 0.0 0.003 TL 216.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 SECONDARY CALC. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 18.7 2.157 PL 2.00 PF 0.0 221 23.0 0.0 34.4 0.0 1.6 120 FTG T PE 0.9 201 21.0 0.0 35.2 0.0 0.003 TL 14.00 PV 0.0 Pipe: 28 18.8 2.157 PL 2.00 PF 0.0 102 21.0 0.0 36.0 0.0 1.6 120 FTG T PE -0.9 122 23.0 0.0 35.1 0.0 0.003 TL 14.00 PV 0.0 Pipe: 29 18.8 2.157 PL 192.00 PF 0.7 122 23.0 0.0 35.1 0.0 1.6 120 FTG 2T PE 0.0 222 23.0 0.0 34.4 0.0 0.003 TL 216.00 PV 0.0 Pipe: 30 18.8 2.157 PL 2.00 PF 0.0 222 23.0 0.0 34.4 0.0 1.6 120 FTG T PE 0.9 202 21.0 0.0 35.2 0.0 0.003 TL 14.00 PV 0.0 Pipe: 31 18.8 2.157 PL 2.00 PF 0.0 103 21.0 0.0 36.0 0.0 1.7 120 FTG T PE -0.9 123 23.0 0.0 35.1 0.0 0.003 TL 14.00 PV 0.0 Pipe: 32 18.8 2.157 PL 192.00 PF 0.8 123 23.0 0.0 35.1 0.0 1.7 120 FTG 2T PE 0.0 223 23.0 0.0 34.4 0.0 0.003 TL 216.00 PV 0.0 Pipe: 33 18.8 2.157 PL 2.00 PF 0.0 223 23.0 0.0 34.4 0.0 1.7 120 FTG T PE 0.9 203 21.0 0.0 35.2 0.0 0.003 TL 14.00 PV 0.0 Pipe: 34 19.0 2.157 PL 2.00 PF 0.0 104 21.0 0.0 36.0 0.0 1.7 120 FTG T PE -0.9 124 23.0 0.0 35.1 0.0 0.004 TL 14.00 PV 0.0 Pipe: 35 19.0 2.157 PL 192.00 PF 0.8 124 23.0 0.0 35.1 0.0 1.7 120 FTG 2T PE 0.0 224 23.0 0.0 34.3 0.0 0.004 TL 216.00 PV 0.0 Pipe: 36 19.0 2.157 PL 2.00 PF 0.0 224 23.0 0.0 34.3 0.0 1.7 120 FTG T PE 0.9 204 21.0 0.0 35.2 0.0 0.004 TL 14.00 PV 0.0 Pipe: 37 19.3 2.157 PL 2.00 PF 0.1 105 21.0 0.0 36.0 0.0 1.7 120 FTG T PE -0.9 125 23.0 0.0 35.1 0.0 0.004 TL 14.00 PV 0.0 Pipe: 38 19.3 2.157 PL 192.00 PF 0.8 125 23.0 0.0 35.1 0.0 1.7 120 FTG 2T PE 0.0 225 23.0 0.0 34.3 0.0 0.004 TL 216.00 PV 0.0 Pipe: 39 19.3 2.157 PL 2.00 PF 0.1 225 23.0 0.0 34.3 0.0 1.7 120 FTG T PE 0.9 205 21.0 0.0 35.1 0.0 0.004 TL 14.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 SECONDARY CALC. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 40 19.7 2.157 PL 2.00 PF 0.1 106 21.0 0.0 36.0 0.0 1.7 120 FTG T PE -0.9 126 23.0 0.0 35.1 0.0 0.004 TL 14.00 PV 0.0 Pipe: 41 19.7 2.157 PL 192.00 PF 0.8 126 23.0 0.0 35.1 0.0 1.7 120 FTG 2T PE 0.0 226 23.0 0.0 34.3 0.0 0.004 TL 216.00 PV 0.0 Pipe: 42 19.7 2.157 PL 2.00 PF 0.1 226 23.0 0.0 34.3 0.0 1.7 120 FTG T PE 0.9 206 21.0 0.0 35.1 0.0 0.004 TL 14.00 PV 0.0 Pipe: 43 18.0 2.157 PL 2.00 PF 0.0 107 21.0 0.0 35.8 0.0 1.6 120 FTG T PE -0.9 127 23.0 0.0 34.9 0.0 0.003 TL 14.00 PV 0.0 Pipe: 44 18.0 2.157 PL 192.00 PF 0.7 127 23.0 0.0 34.9 0.0 1.6 120 FTG 2T PE 0.0 227 23.0 0.0 34.2 0.0 0.003 TL 216.00 PV 0.0 Pipe: 45 18.0 2.157 PL 2.00 PF 0.0 227 23.0 0.0 34.2 0.0 1.6 120 FTG T PE 0.9 207 21.0 0.0 35.1 0.0 0.003 TL 14.00 PV 0.0 Pipe: 46 18.1 2.157 PL 2.00 PF 0.0 108 21.0 0.0 35.8 0.0 1.6 120 FTG T PE -0.9 128 23.0 0.0 34.9 0.0 0.003 TL 14.00 PV 0.0 Pipe: 47 18.1 2.157 PL 192.00 PF 0.7 128 23.0 0.0 34.9 0.0 1.6 120 FTG 2T PE 0.0 228 23.0 0.0 34.2 0.0 0.003 TL 216.00 PV 0.0 Pipe: 48 18.1 2.157 PL 2.00 PF 0.0 228 23.0 0.0 34.2 0.0 1.6 120 FTG T PE 0.9 208 21.0 0.0 35.0 0.0 0.003 TL 14.00 PV 0.0 Pipe: 49 18.5 2.157 PL 2.00 PF 0.0 109 21.0 0.0 35.8 0.0 1.6 120 FTG T PE -0.9 129 23.0 0.0 34.8 0.0 0.003 TL 14.00 PV 0.0 Pipe: 50 18.5 2.157 PL 192.00 PF 0.7 129 23.0 0.0 34.8 0.0 1.6 120 FTG 2T PE 0.0 229 23.0 0.0 34.1 0.0 0.003 TL 216.00 PV 0.0 Pipe: 51 18.5 2.157 PL 2.00 PF 0.0 229 23.0 0.0 34.1 0.0 1.6 120 FTG T PE 0.9 209 21.0 0.0 34.9 0.0 0.003 TL 14.00 PV 0.0 Pipe: 52 19.1 2.157 PL 2.00 PF 0.0 110 21.0 0.0 35.7 0.0 1.7 120 FTG T PE -0.9 130 23.0 0.0 34.8 0.0 0.004 TL 14.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 SECONDARY CALC. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 53 19.1 2.157 PL 108.00 PF 0.4 130 23.0 0.0 34.8 0.0 1.7 120 FTG T PE 0.0 301 23.0 0.0 34.4 0.0 0.004 TL 120.00 PV 0.0 Pipe: 54 19.1 2.157 PL 8.00 PF 0.0 301 23.0 0.0 34.4 0.0 1.7 120 FTG ---- PE 0.0 302 23.0 0.0 34.3 0.0 0.004 TL 8.00 PV 0.0 Pipe: 55 19.1 2.157 PL 8.00 PF 0.0 302 23.0 0.0 34.3 0.0 1.7 120 FTG ---- PE 0.0 303 23.0 0.0 34.3 0.0 0.004 TL 8.00 PV 0.0 Pipe: 56 19.1 2.157 PL 8.00 PF 0.0 303 23.0 0.0 34.3 0.0 1.7 120 FTG ---- PE 0.0 304 23.0 0.0 34.3 0.0 0.004 TL 8.00 PV 0.0 Pipe: 57 19.1 2.157 PL 8.00 PF 0.0 304 23.0 0.0 34.3 0.0 1.7 120 FTG ---- PE 0.0 305 23.0 0.0 34.3 0.0 0.004 TL 8.00 PV 0.0 Pipe: 58 19.1 2.157 PL 8.00 PF 0.0 305 23.0 0.0 34.3 0.0 1.7 120 FTG ---- PE 0.0 306 23.0 0.0 34.2 0.0 0.004 TL 8.00 PV 0.0 Pipe: 59 19.1 2.157 PL 8.00 PF 0.0 306 23.0 0.0 34.2 0.0 1.7 120 FTG ---- PE 0.0 307 23.0 0.0 34.2 0.0 0.004 TL 8.00 PV 0.0 Pipe: 60 19.1 2.157 PL 36.00 PF 0.2 307 23.0 0.0 34.2 0.0 1.7 120 FTG T PE 0.0 230 23.0 0.0 34.0 0.0 0.004 TL 48.00 PV 0.0 Pipe: 61 19.1 2.157 PL 2.00 PF 0.0 230 23.0 0.0 34.0 0.0 1.7 120 FTG T PE 0.9 210 21.0 0.0 34.9 0.0 0.004 TL 14.00 PV 0.0 Pipe: 62 125.7 2.157 PL 2.00 PF 1.6 111 21.0 0.0 35.7 0.0 11.0 120 FTG T PE -0.9 131 23.0 0.0 33.2 0.0 0.117 TL 14.00 PV 0.8 Pipe: 63 125.7 2.157 PL 100.00 PF 13.0 131 23.0 0.0 33.2 0.0 11.0 120 FTG T PE 0.0 308 23.0 0.0 20.1 0.0 0.117 TL 112.00 PV 0.8 Pipe: 64 125.7 2.157 PL 8.00 PF 0.9 308 23.0 0.0 20.1 0.0 11.0 120 FTG ---- PE 0.0 309 23.0 0.0 19.2 0.0 0.117 TL 8.00 PV 0.8 Pipe: 65 125.7 2.157 PL 8.00 PF 0.9 309 23.0 0.0 19.2 0.0 11.0 120 FTG ---- PE 0.0 310 23.0 11.4 18.3 48.7 0.117 TL 8.00 PV 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 SECONDARY CALC. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 66 76.9 2.157 PL 8.00 PF 0.4 310 23.0 11.4 18.3 48.7 6.8 120 FTG ---- PE 0.0 311 23.0 11.4 17.9 48.2 0.047 TL 8.00 PV 0.3 Pipe: 67 28.7 2.157 PL 8.00 PF 0.1 311 23.0 11.4 17.9 48.2 2.5 120 FTG ---- PE 0.0 312 23.0 11.4 17.8 48.1 0.008 TL 8.00 PV 0.0 Pipe: 68 -19.4 2.157 PL 8.00 PF 0.0 312 23.0 11.4 17.8 48.1 1.7 120 FTG ---- PE 0.0 313 23.0 11.4 17.9 48.2 0.004 TL 8.00 PV 0.0 Pipe: 69 -67.6 2.157 PL 8.00 PF 0.3 313 23.0 11.4 17.9 48.2 5.9 120 FTG ---- PE 0.0 314 23.0 11.4 18.2 48.6 0.037 TL 8.00 PV 0.2 Pipe: 70 -116.2 2.157 PL 10.00 PF 1.0 314 23.0 11.4 18.2 48.6 10.2 120 FTG ---- PE 0.0 235 23.0 0.0 19.2 0.0 0.101 TL 10.00 PV 0.7 Pipe: 71 -187.9 2.157 PL 34.00 PF 11.3 235 23.0 0.0 19.2 0.0 16.5 120 FTG , T PE 0.0 231 23.0 0.0 30.4 0.0 0.245 TL 46.00 PV 1.8 Pipe: 72 -187.9 2.157 PL 2.00 PF 3.4 231 23.0 0.0 30.4 0.0 16.5 120 FTG T PE 0.9 211 21.0 0.0 34.7 0.0 0.245 TL 14.00 PV 1.8 Pipe: 73 80.2 2.157 PL 2.00 PF 0.7 112 21.0 0.0 35.7 0.0 7.0 120 FTG T PE -0.9 132 23.0 0.0 34.1 0.0 0.051 TL 14.00 PV 0.3 Pipe: 74 80.2 2.157 PL 43.00 PF 2.2 132 23.0 0.0 34.1 0.0 7.0 120 FTG ---- PE 0.0 234 23.0 0.0 31.9 0.0 0.051 TL 43.00 PV 0.3 Pipe: 75 164.2 2.157 PL 57.00 PF 10.9 234 23.0 0.0 31.9 0.0 14.4 120 FTG ---- PE 0.0 315 23.0 0.0 21.0 0.0 0.191 TL 57.00 PV 1.4 Pipe: 76 164.2 2.157 PL 8.00 PF 1.5 315 23.0 0.0 21.0 0.0 14.4 120 FTG ---- PE 0.0 316 23.0 0.0 19.5 0.0 0.191 TL 8.00 PV 1.4 Pipe: 77 164.2 2.157 PL 8.00 PF 1.5 316 23.0 0.0 19.5 0.0 14.4 120 FTG ---- PE 0.0 317 23.0 11.4 18.0 48.3 0.191 TL 8.00 PV 1.4 Pipe: 78 115.9 2.157 PL 8.00 PF 0.8 317 23.0 11.4 18.0 48.3 10.2 120 FTG ---- PE 0.0 318 23.0 11.4 17.2 47.2 0.100 TL 8.00 PV 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 SECONDARY CALC. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 79 68.7 2.157 PL 8.00 PF 0.3 318 23.0 11.4 17.2 47.2 6.0 120 FTG ---- PE 0.0 319 23.0 11.4 16.9 46.8 0.038 TL 8.00 PV 0.2 Pipe: 80 21.9 2.157 PL 8.00 PF 0.0 319 23.0 11.4 16.9 46.8 1.9 120 FTG ---- PE 0.0 320 23.0 11.4 16.8 46.8 0.005 TL 8.00 PV 0.0 Pipe: 81 -24.8 2.157 PL 8.00 PF 0.0 320 23.0 11.4 16.8 46.8 2.2 120 FTG ---- PE 0.0 321 23.0 11.4 16.9 46.8 0.006 TL 8.00 PV 0.0 Pipe: 82 -71.7 2.157 PL 38.00 PF 2.3 321 23.0 11.4 16.9 46.8 6.3 120 FTG ET PE 0.0 235 23.0 0.0 19.2 0.0 0.041 TL 56.00 PV 0.3 Pipe: 83 43.1 2.157 PL 2.00 PF 0.2 113 21.0 0.0 35.7 0.0 3.8 120 FTG T PE -0.9 133 23.0 0.0 34.6 0.0 0.016 TL 14.00 PV 0.1 Pipe: 84 43.1 2.157 PL 43.00 PF 1.1 133 23.0 0.0 34.6 0.0 3.8 120 FTG 2T PE 0.0 232 23.0 0.0 33.5 0.0 0.016 TL 67.00 PV 0.1 Pipe: 85 43.1 2.157 PL 2.00 PF 0.2 232 23.0 0.0 33.5 0.0 3.8 120 FTG T PE 0.9 212 21.0 0.0 34.1 0.0 0.016 TL 14.00 PV 0.1 Pipe: 86 41.0 2.157 PL 2.00 PF 0.2 114 21.0 0.0 35.7 0.0 3.6 120 FTG T PE -0.9 134 23.0 0.0 34.6 0.0 0.015 TL 14.00 PV 0.1 Pipe: 87 41.0 2.157 PL 43.00 PF 1.0 134 23.0 0.0 34.6 0.0 3.6 120 FTG 2T PE 0.0 233 23.0 0.0 33.6 0.0 0.015 TL 67.00 PV 0.1 Pipe: 88 41.0 2.157 PL 2.00 PF 0.2 233 23.0 0.0 33.6 0.0 3.6 120 FTG T PE 0.9 213 21.0 0.0 34.3 0.0 0.015 TL 14.00 PV 0.1 Pipe: 89 41.0 2.157 PL 9.50 PF 0.1 213 21.0 0.0 34.3 0.0 3.6 120 FTG ---- PE 0.0 212 21.0 0.0 34.1 0.0 0.015 TL 9.50 PV 0.1 Pipe: 90 84.1 2.157 PL 10.50 PF 0.6 212 21.0 0.0 34.1 0.0 7.4 120 FTG ---- PE 0.0 234A 21.0 0.0 33.6 0.0 0.055 TL 10.50 PV 0.4 Pipe: 91 84.1 2.157 PL 2.00 PF 0.8 234A 21.0 0.0 33.6 0.0 7.4 120 FTG T PE -0.9 234 23.0 0.0 31.9 0.0 0.055 TL 14.00 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 SECONDARY CALC. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 92 -477.8 6.357 PL 73.00 PF 0.8 135 21.0 0.0 36.0 0.0 4.8 120 FTG 2E PE 0.0 5 21.0 0.0 36.8 0.0 0.007 TL 109.00 PV 0.2 Pipe: 93 -477.8 6.357 PL 19.00 PF 0.8 5 21.0 0.0 36.8 0.0 4.8 120 FTG TCB PE 8.2 3 2.0 0.0 45.8 0.0 0.007 TL 110.00 PV 0.2 Pipe: 94 -477.8 6.357 PL 4.00 PF 0.3 3 2.0 0.0 45.8 0.0 4.8 120 FTG T PE -0.2 BF1 2.5 0.0 45.9 0.0 0.007 TL 42.00 PV 0.2 Pipe: 95 FIXED PRESSURE LOSS DEVICE BF2 2.5 0.0 49.9 0.0 4.0 psi, 477.8 gpm BF1 2.5 0.0 45.9 0.0 Pipe: 96 -477.8 6.357 PL 2.00 PF 0.0 BF2 2.5 0.0 49.9 0.0 4.8 120 FTG ---- PE 0.9 1 0.5 H.S. 50.8 100.0 0.007 TL 2.00 PV 0.2 Pipe: 97 -577.8 10.400 PL 74.00 PF 0.1 1 0.5 H.S. 50.8 100.0 2.2 140 FTG ET PE 1.1 SRCE -2.0 SRCE 52.0 (N/A) 0.001 TL 189.00 PV 0.0 NOTES: (1) Calculations were performed by the HASS 6.4.0 computer program under license no. 16050310 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.066 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 16.5 ft/sec at pipe 71. (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 16.817 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 16.925 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 16.841 psi SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 SECONDARY CALC. (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v N NPTee 2.157 6.00 12.00 4.00 14.00 7.00 1.00 12.00 12.00 12.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 24.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatV1v NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 SECONDARY CALC. WATER SUPPLY CURVE 132+ 0 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 121+ 121.5 psi @ 2000 gpm-> * Flow Test Point 110 99 P 88 R E S S 77 U R E 66 S I 55 44 33 X 22+ LEGEND X = Required Water Supply 52.02 psi @ 977.8 gpm 11+ 0 = Available Water Supply 124.80 psi @ 977.8 gpm 0++-+---+----+ + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) TVA FIRE & LIFE SAFETY, INC. 2820 CAMINO DEL RIO SOUTH #200 SAN DIEGO, CA 92108 HYDRAULIC CALCULATIONS FOR BED BATH & BEYOND, TUKWILA, WA. 400 STRANDER BLVD. TUKWILA, WA. 98188 FILE NUMBER: BBBTUK.SDF DATE: JUNE 16, 2000 SYSTEM 2 PRIMARY CALCULATION -DESIGN DATA - OCCUPANCY CLASSIFICATION: RETAIL/CLASS I-IV COMMODITIES DENSITY: .487 gpm/sq. ft. AREA OF APPLICATION: 2000 sq. ft. COVERAGE PER SPRINKLER: 96 sq. ft. (100 sq. ft. max.) NUMBER OF SPRINKLERS CALCULATED: 21 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1064.2 gpm TOTAL WATER REQUIRED (including hose): 1564.2 gpm FLOW AND PRESSURE (@ BOR): 1064.1 gpm @ 67.7 psi SPRINKLER ORIFICE SIZE: .64 inch NAME OF CONTRACTOR: UNKNOWN AT THIS TIME/TBD DESIGN/LAYOUT BY: TVA FIRE & LIFE SAFETY AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPT. CONTRACTOR CERTIFICATION NUMBER: UNKNOWN AT THIS TIME/TBD CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50051107 ) HRS SYSTEMS, INC. TUCKER, GA 30084 : SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCE 126.0 121.5 2000.0 123.1 1564.2 75.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 1564.2 GPM 400.0 GPM 100.0 GPM 1064.2 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 21.0 - - - - 52.4 102 21.0 - - - - 52.4 103 21.0 - - - - 52.4 104 21.0 - - - - 52.4 105 21.0 - - - - 52.5 106 21.0 - - - - 52.5 107 21.0 - - - - 51.9 108 21.0 - - - - 51.7 109 21.0 - - - - 51.5 110 21.0 - - - - 51.4 111 21.0 - - - - 51.4 112 21.0 - - - - 51.3 113 21.0 - - - - 51.3 114 21.0 - - - - 51.3 121 23.0 - - - - 51.2 122 23.0 - - - - 51.2 123 23.0 - - - - 51.2 124 23.0 - - - - 51.2 125 23.0 - - - - 51.3 126 23.0 - - - - 51.3 127 23.0 - - - - 50.7 128 23.0 - - - - 50.5 129 23.0 - - - - 50.3 130 23.0 - - - - 47.9 131 23.0 - - - - 47.2 132 23.0 - - - - 49.1 133 23.0 - - - - 50.0 134 23.0 - - - - 50.1 135 21.0 - - - - 52.6 201 21.0 - - - - 46.8 202 21.0 - - - - 46.8 203 21.0 - - - - 46.8 204 21.0 - - - - 46.7 205 21.0 - - - - 46.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 206 21.0 207 21.0 208 21.0 209 21.0 210 21.0 211 21.0 212 21.0 213 21.0 221 23.0 222 23.0 223 23.0 224 23.0 225 23.0 226 23.0 227 23.0 228 23.0 229 23.0 230 23.0 231 23.0 232 23.0 233 23.0 234 23.0 234A 21.0 235 23.0 301 23.0 302 23.0 303 23.0 304 23.0 305 23.0 306 23.0 307 23.0 308 23.0 309 23.0 310 23.0 311 23.0 312 23.0 313 23.0 314 23.0 315 23.0 316 23.0 317 23.0 318 23.0 319 23.0 320 23.0 321 23.0 5 21.0 3 2.0 BF1 2.5 BF2 2.5 1 0.5 SRCE -2.0 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 K=11.40 HOSE STREAM SOURCE 46.4 46.1 45.7 45.2 44.6 44.4 48.3 48.6 46.3 46.3 46.2 46.1 46.0 45.8 45.5 45.2 44.7 39.0 37.4 47.9 48.1 44.8 47.2 20.6 23.8 23.1 22.9 22.9 23.1 23.8 25.4 19.4 18.3 17.9 17.8 17.8 18.1 18.8 20.4 18.5 17.4 16.9 16.8 16.8 17.0 56.0 67.7 68.8 72.8 73.8 75.3 55.6 54.7 54.5 54.5 54.8 55.6 57.4 50.2 48.8 48.2 48.1 48.1 48.5 49.4 51.5 49.0 47.6 46.9 46.8 46.8 47.0 100.0 1164.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 52.3 4.260 PL 12.00 PF 0.0 201 21.0 0.0 46.8 0.0 1.2 120 FTG PE 0.0 202 21.0 0.0 46.8 0.0 0.001 TL 12.00 PV 0.0 Pipe: 2 104.6 4.260 PL 12.00 PF 0.0 202 21.0 0.0 46.8 0.0 2.4 120 FTG ---- PE 0.0 203 21.0 0.0 46.8 0.0 0.003 TL 12.00 PV 0.0 Pipe: 3 157.2 4.260 PL 12.00 PF 0.1 203 21.0 0.0 46.8 0.0 3.5 120 FTG ---- PE 0.0 204 21.0 0.0 46.7 0.0 0.006 TL 12.00 PV 0.1 Pipe: 4 210.2 4.260 PL 12.00 PF 0.1 204 21.0 0.0 46.7 0.0 4.7 120 FTG ---- PE 0.0 205 21.0 0.0 46.6 0.0 0.011 TL 12.00 PV 0.2 Pipe: 5 264.0 4.260 PL 12.00 PF 0.2 205 21.0 0.0 46.6 0.0 5.9 120 FTG ---- PE 0.0 206 21.0 0.0 46.4 0.0 0.017 TL 12.00 PV 0.2 Pipe: 6 318.8 4.260 PL 12.00 PF 0.3 206 21.0 0.0 46.4 0.0 7.2 120 FTG ---- PE 0.0 207 21.0 0.0 46.1 0.0 0.024 TL 12.00 PV 0.3 Pipe: 7 372.0 4.260 PL 12.00 PF 0.4 207 21.0 0.0 46.1 0.0 8.4 120 FTG ---- PE 0.0 208 21.0 0.0 45.7 0.0 0.032 TL 12.00 PV 0.5 Pipe: 8 426.2 4.260 PL 12.00 PF 0.5 208 21.0 0.0 45.7 0.0 9.6 120 FTG ---- PE 0.0 209 21.0 0.0 45.2 0.0 0.041 TL 12.00 PV 0.6 Pipe: 9 482.1 4.260 PL 12.00 PF 0.6 209 21.0 0.0 45.2 0.0 10.9 120 FTG ---- PE 0.0 210 21.0 0.0 44.6 0.0 0.051 TL 12.00 PV 0.8 Pipe: 10 258.0 4.260 PL 12.00 PF 0.2 210 21.0 0.0 44.6 0.0 5.8 120 FTG ---- PE 0.0 211 21.0 0.0 44.4 0.0 0.016 TL 12.00 PV 0.2 Pipe: 11 -52.3 6.357 PL 12.00 PF 0.0 101 21.0 0.0 52.4 0.0 0.5 120 FTG ---- PE 0.0 102 21.0 0.0 52.4 0.0 0.000 TL 12.00 PV 0.0 Pipe: 12 -104.6 6.357 PL 12.00 PF 0.0 102 21.0 0.0 52.4 0.0 1.1 120 FTG ---- PE 0.0 103 21.0 0.0 52.4 0.0 0.000 TL 12.00 PV 0.0 Pipe: 13 -157.2 6.357 PL 12.00 PF 0.0 103 21.0 0.0 52.4 0.0 1.6 120 FTG ---- PE 0.0 104 21.0 0.0 52.4 0.0 0.001 TL 12.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -210.2 6.357 PL 12.00 PF 0.0 104 21.0 0.0 52.4 0.0 2.1 120 FTG PE 0.0 105 21.0 0.0 52.5 0.0 0.002 TL 12.00 PV 0.0 Pipe: 15 -264.0 6.357 PL 12.00 PF 0.0 105 21.0 0.0 52.5 0.0 2.7 120 FTG ---- PE 0.0 106 21.0 0.0 52.5 0.0 0.002 TL 12.00 PV 0.0 Pipe: 16 -318.8 6.357 PL 3.00 PF 0.1 106 21.0 0.0 52.5 0.0 3.2 120 FTG T PE 0.0 135 21.0 0.0 52.6 0.0 0.003 TL 41.00 PV 0.1 Pipe: 17 -59.0 6.357 PL 9.50 PF 0.0 114 21.0 0.0 51.3 0.0 0.6 120 FTG ---- PE 0.0 113 21.0 0.0 51.3 0.0 0.000 TL 9.50 PV 0.0 Pipe: 18 -121.1 6.357 PL 10.50 PF 0.0 113 21.0 0.0 51.3 0.0 1.2 120 FTG ---- PE 0.0 112 21.0 0.0 51.3 0.0 0.001 TL 10.50 PV 0.0 Pipe: 19 -236.5 6.357 PL 12.00 PF 0.0 112 21.0 0.0 51.3 0.0 2.4 120 FTG ---- PE 0.0 111 21.0 0.0 51.4 0.0 0.002 TL 12.00 PV 0.0 Pipe: 20 -418.9 6.357 PL 12.00 PF 0.1 111 21.0 0.0 51.4 0.0 4.2 120 FTG ---- PE 0.0 110 21.0 0.0 51.4 0.0 0.006 TL 12.00 PV 0.1 Pipe: 21 -582.0 6.357 PL 12.00 PF 0.1 110 21.0 0.0 51.4 0.0 5.9 120 FTG ---- PE 0.0 109 21.0 0.0 51.5 0.0 0.010 TL 12.00 PV 0.2 Pipe: 22 -637.9 6.357 PL 12.00 PF 0.1 109 21.0 0.0 51.5 0.0 6.4 120 FTG ---- PE 0.0 108 21.0 0.0 51.7 0.0 0.012 TL 12.00 PV 0.3 Pipe: 23 -692.1 6.357 PL 12.00 PF 0.2 108 21.0 0.0 51.7 0.0 7.0 120 FTG ---- PE 0.0 107 21.0 0.0 51.9 0.0 0.014 TL 12.00 PV 0.3 Pipe: 24 -745.3 6.357 PL 9.00 PF 0.8 107 21.0 0.0 51.9 0.0 7.5 120 FTG T PE 0.0 135 21.0 0.0 52.6 0.0 0.016 TL 47.00 PV 0.4 Pipe: 25 52.3 2.157 PL 2.00 PF 0.3 101 21.0 0.0 52.4 0.0 4.6 120 FTG T PE -0.9 121 23.0 0.0 51.2 0.0 0.023 TL 14.00 PV 0.1 Pipe: 26 52.3 2.157 PL 192.00 PF 5.0 121 23.0 0.0 51.2 0.0 4.6 120 FTG 2T PE 0.0 221 23.0 0.0 46.3 0.0 0.023 TL 216.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 52.3 2.157 PL 2.00 PF 0.3 221 23.0 0.0 46.3 0.0 4.6 120 FTG T PE 0.9 201 21.0 0.0 46.8 0.0 0.023 TL 14.00 PV 0.1 Pipe: 28 52.4 2.157 PL 2.00 PF 0.3 102 21.0 0.0 52.4 0.0 4.6 120 FTG T PE -0.9 122 23.0 0.0 51.2 0.0 0.023 TL 14.00 PV 0.1 Pipe: 29 52.4 2.157 PL 192.00 PF 5.0 122 23.0 0.0 51.2 0.0 4.6 120 FTG 2T PE 0.0 222 23.0 0.0 46.3 0.0 0.023 TL 216.00 PV 0.1 Pipe: 30 52.4 2.157 PL 2.00 PF 0.3 222 23.0 0.0 46.3 0.0 4.6 120 FTG T PE 0.9 202 21.0 0.0 46.8 0.0 0.023 TL 14.00 PV 0.1 Pipe: 31 52.6 2.157 PL 2.00 PF 0.3 103 21.0 0.0 52.4 0.0 4.6 120 FTG T PE -0.9 123 23.0 0.0 51.2 0.0 0.023 TL 14.00 PV 0.1 Pipe: 32 52.6 2.157 PL 192.00 PF 5.0 123 23.0 0.0 51.2 0.0 4.6 120 FTG 2T PE 0.0 223 23.0 0.0 46.2 0.0 0.023 TL 216.00 PV 0.1 Pipe: 33 52.6 2.157 PL 2.00 PF 0.3 223 23.0 0.0 46.2 0.0 4.6 120 FTG T PE 0.9 203 21.0 0.0 46.8 0.0 0.023 TL 14.00 PV 0.1 Pipe: 34 53.0 2.157 PL 2.00 PF 0.3 104 21.0 0.0 52.4 0.0 4.7 120 FTG T PE -0.9 124 23.0 0.0 51.2 0.0 0.024 TL 14.00 PV 0.1 Pipe: 35 53.0 2.157 PL 192.00 PF 5.1 124 23.0 0.0 51.2 0.0 4.7 120 FTG 2T PE 0.0 224 23.0 0.0 46.1 0.0 0.024 TL 216.00 PV 0.1 Pipe: 36 53.0 2.157 PL 2.00 PF 0.3 224 23.0 0.0 46.1 0.0 4.7 120 FTG T PE 0.9 204 21.0 0.0 46.7 0.0 0.024 TL 14.00 PV 0.1 Pipe: 37 53.7 2.157 PL 2.00 PF 0.3 105 21.0 0.0 52.5 0.0 4.7 120 FTG T PE -0.9 125 23.0 0.0 51.3 0.0 0.024 TL 14.00 PV 0.1 Pipe: 38 53.7 2.157 PL 192.00 PF 5.2 125 23.0 0.0 51.3 0.0 4.7 120 FTG 2T PE 0.0 225 23.0 0.0 46.0 0.0 0.024 TL 216.00 PV 0.1 Pipe: 39 53.7 2.157 PL 2.00 PF 0.3 225 23.0 0.0 46.0 0.0 4.7 120 FTG T PE 0.9 205 21.0 0.0 46.6 0.0 0.024 TL 14.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (.K) (PSI) (GPM) F.L./FT (PSI) Pipe: 40 54.9 2.157 PL 2.00 PF 0.4 106 21.0 0.0 52.5 0.0 4.8 120 FTG T PE -0.9 126 23.0 0.0 51.3 0.0 0.025 TL 14.00 PV 0.2 Pipe: 41 54.9 2.157 PL 192.00 PF 5.4 126 23.0 0.0 51.3 0.0 4.8 120 FTG 2T PE 0.0 226 23.0 0.0 45.8 0.0 0.025 TL 216.00 PV 0.2 Pipe: 42 54.9 2.157 PL 2.00 PF 0.4 226 23.0 0.0 45.8 0.0 4.8 120 FTG T PE 0.9 206 21.0 0.0 46.4 0.0 0.025 TL 14.00 PV 0.2 Pipe: 43 53.2 2.157 PL 2.00 PF 0.3 107 21.0 0.0 51.9 0.0 4.7 120 FTG T PE -0.9 127 23.0 0.0 50.7 0.0 0.024 TL 14.00 PV 0.1 Pipe: 44 53.2 2.157 PL 192.00 PF 5.1 127 23.0 0.0 50.7 0.0 4.7 120 FTG 2T PE 0.0 227 23.0 0.0 45.5 0.0 0.024 TL 216.00 PV 0.1 Pipe: 45 53.2 2.157 PL 2.00 PF 0.3 227 23.0 0.0 45.5 0.0 4.7 120 FTG T PE 0.9 207 21.0 0.0 46.1 0.0 0.024 TL 14.00 PV 0.1 Pipe: 46 54.2 2.157 PL 2.00 PF 0.3 108 21.0 0.0 51.7 0.0 4.8 120 FTG T PE -0.9 128 23.0 0.0 50.5 0.0 0.025 TL 14.00 PV 0.2 Pipe: 47 54.2 2.157 PL 192.00 PF 5.3 128 23.0 0.0 50.5 0.0 4.8 120 FTG 2T PE 0.0 228 23.0 0.0 45.2 0.0 0.025 TL 216.00 PV 0.2 Pipe: 48 54.2 2.157 PL 2.00 PF 0.3 228 23.0 0.0 45.2 0.0 4.8 120 FTG T PE 0.9 208 21.0 0.0 45.7 0.0 0.025 TL 14.00 PV 0.2 Pipe: 49 55.9 2.157 PL 2.00 PF 0.4 109 21.0 0.0 51.5 0.0 4.9 120 FTG T PE -0.9 129 23.0 0.0 50.3 0.0 0.026 TL 14.00 PV 0.2 Pipe: 50 55.9 2.157 PL 192.00 PF 5.6 129 23.0 0.0 50.3 0.0 4.9 120 FTG 2T PE 0.0 229 23.0 0.0 44.7 0.0 0.026 TL 216.00 PV 0.2 Pipe: 51 55.9 2.157 PL 2.00 PF 0.4 229 23.0 0.0 44.7 0.0 4.9 120 FTG T PE 0.9 209 21.0 0.0 45.2 0.0 0.026 TL 14.00 PV 0.2 Pipe: 52 163.1 2.157 PL 2.00 PF 2.6 110 21.0 0.0 51.4 0.0 14.3 120 FTG T PE -0.9 130 23.0 0.0 47.9 0.0 0.189 TL 14.00 PV 1.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 53 163.1 2.157 PL 116.00 PF 24.2 130 23.0 0.0 47.9 0.0 14.3 120 FTG T PE 0.0 301 23.0 11.4 23.8 55.6 0.189 TL 128.00 PV 1.4 Pipe: 54 107.6 2.157 PL 8.00 PF 0.7 301 23.0 11.4 23.8 55.6 9.4 120 FTG ---- PE 0.0 302 23.0 11.4 23.1 54.7 0.087 TL 8.00 PV 0.6 Pipe: 55 52.8 2.157 PL 8.00 PF 0.2 302 23.0 11.4 23.1 54.7 4.6 120 FTG ---- PE 0.0 303 23.0 11.4 22.9 54.5 0.023 TL 8.00 PV 0.1 Pipe: 56 -1.7 2.157 PL 8.00 PF 0.0 303 23.0 11.4 22.9 54.5 0.1 120 FTG ---- PE 0.0 304 23.0 11.4 22.9 54.5 0.000 TL 8.00 PV 0.0 Pipe: 57 -56.2 2.157 PL 8.00 PF 0.2 304 23.0 11.4 22.9 54.5 4.9 120 FTG ---- PE 0.0 305 23.0 11.4 23.1 54.8 0.026 TL 8.00 PV 0.2 Pipe: 58 -111.0 2.157 PL 8.00 PF 0.7 305 23.0 11.4 23.1 54.8 9.7 120 FTG ---- PE 0.0 306 23.0 11.4 23.8 55.6 0.093 TL 8.00 PV 0.6 Pipe: 59 -166.6 2.157 PL 8.00 PF 1.6 306 23.0 11.4 23.8 55.6 14.6 120 FTG ---- PE 0.0 307 23.0 11.4 25.4 57.4 0.196 TL 8.00 PV 1.4 Pipe: 60 -224.1 2.157 PL 28.00 PF 13.6 307 23.0 11.4 25.4 57.4 19.7 120 FTG T PE 0.0 230 23.0 0.0 39.0 0.0 0.340 TL 40.00 PV 2.6 Pipe: 61 -224.1 2.157 PL 2.00 PF 4.8 230 23.0 0.0 39.0 0.0 19.7 120 FTG T PE 0.9 210 21.0 0.0 44.6 0.0 0.340 TL 14.00 PV 2.6 Pipe: 62 182.5 2.157 PL 2.00 PF 3.3 111 21.0 0.0 51.4 0.0 16.0 120 FTG T PE -0.9 131 23.0 0.0 47.2 0.0 0.232 TL 14.00 PV 1.7 Pipe: 63 182.5 2.157 PL 108.00 PF 27.9 131 23.0 0.0 47.2 0.0 16.0 120 FTG T PE 0.0 308 23.0 11.4 19.4 50.2 0.232 TL 120.00 PV 1.7 Pipe: 64 132.3 2.157 PL 8.00 PF 1.0 308 23.0 11.4 19.4 50.2 11.6 120 FTG ---- PE 0.0 309 23.0 11.4 18.3 48.8 0.128 TL 8.00 PV 0.9 Pipe: 65 83.5 2.157 PL 8.00 PF 0.4 309 23.0 11.4 18.3 48.8 7.3 120 FTG ---- PE 0.0 310 23.0 11.4 17.9 48.2 0.055 TL 8.00 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 66 35.2 2.157 PL 8.00 PF 0.1 310 23.0 11.4 17.9 48.2 3.1 120 FTG ---- PE 0.0 311 23.0 11.4 17.8 48.1 0.011 TL 8.00 PV 0.1 Pipe: 67 -12.9 2.157 PL 8.00 PF 0.0 311 23.0 11.4 17.8 48.1 1.1 120 FTG ---- PE 0.0 312 23.0 11.4 17.8 48.1 0.002 TL 8.00 PV 0.0 Pipe: 68 -61.1 2.157 PL 8.00 PF 0.2 312 23.0 11.4 17.8 48.1 5.4 120 FTG ---- PE 0.0 313 23.0 11.4 18.1 48.5 0.031 TL 8.00 PV 0.2 Pipe: 69 -109.5 2.157 PL 8.00 PF 0.7 313 23.0 11.4 18.1 48.5 9.6 120 FTG ---- PE 0.0 314 23.0 11.4 18.8 49.4 0.090 TL 8.00 PV 0.6 Pipe: 70 -159.0 2.157 PL 10.00 PF 1.8 314 23.0 11.4 18.8 49.4 14.0 120 FTG ---- PE 0.0 235 23.0 0.0 20.6 0.0 0.180 TL 10.00 PV 1.3 Pipe: 71 -258.0 2.157 PL 26.00 PF 16.8 235 23.0 0.0 20.6 0.0 22.7 120 FTG T PE 0.0 231 23.0 0.0 37.4 0.0 0.441 TL 38.00 PV 3.5 Pipe: 72 -258.0 2.157 PL 2.00 PF 6.2 231 23.0 0.0 37.4 0.0 22.7 120 FTG T PE 0.9 211 21.0 0.0 44.4 0.0 0.441 TL 14.00 PV 3.5 Pipe: 73 115.4 2.157 PL 2.00 PF 1.4 112 21.0 0.0 51.3 0.0 10.1 120 FTG T PE -0.9 132 23.0 0.0 49.1 0.0 0.100 TL 14.00 PV 0.7 Pipe: 74 115.4 2.157 PL 43.00 PF 4.3 132 23.0 0.0 49.1 0.0 10.1 120 FTG ---- PE 0.0 234 23.0 0.0 44.8 0.0 0.100 TL 43.00 PV 0.7 Pipe: 75 236.5 2.157 PL 65.00 PF 24.4 234 23.0 0.0 44.8 0.0 20.8 120 FTG ---- PE 0.0 315 23.0 11.4 20.4 51.5 0.375 TL 65.00 PV 2.9 Pipe: 76 185.0 2.157 PL 8.00 PF 1.9 315 23.0 11.4 20.4 51.5 16.2 120 FTG ---- PE 0.0 316 23.0 11.4 18.5 49.0 0.238 TL 8.00 PV 1.8 Pipe: 77 . 135.9 2.157 PL 8.00 PF 1.1 316 23.0 11.4 18.5 49.0 11.9 120 FTG ---- PE 0.0 317 23.0 11.4 17.4 47.6 0.135 TL 8.00 PV 1.0 Pipe: 78 88.4 2.157 PL 8.00 PF 0.5 317 23.0 11.4 17.4 47.6 7.8 120 FTG ---- PE 0.0 318 23.0 11.4 16.9 46.9 0.061 TL 8.00 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 79 41.4 2.157 PL 8.00 PF 0.1 318 23.0 11.4 16.9 46.9 3.6 120 FTG ---- PE 0.0 319 23.0 11.4 16.8 46.8 0.015 TL 8.00 PV 0.1 Pipe: 80 -5.3 2.157 PL 8.00 PF 0.0 319 23.0 11.4 16.8 46.8 0.5 120 FTG ---- PE 0.0 320 23.0 11.4 16.8 46.8 0.000 TL 8.00 PV 0.0 Pipe: 81 -52.1 2.157 PL 8.00 PF 0.2 320 23.0 11.4 16.8 46.8 4.6 120 FTG ---- PE 0.0 321 23.0 11.4 17.0 47.0 0.023 TL 8.00 PV 0.1 Pipe: 82 -99.1 2.157 PL 30.00 PF 3.6 321 23.0 11.4 17.0 47.0 8.7 120 FTG ET PE 0.0 235 23.0 0.0 20.6 0.0 0.075 TL 48.00 PV 0.5 Pipe: 83 62.1 2.157 PL 2.00 PF 0.4 113 21.0 0.0 51.3 0.0 5.5 120 FTG T PE -0.9 133 23.0 0.0 50.0 0.0 0.032 TL 14.00 PV 0.2 Pipe: 84 62.1 2.157 PL 43.00 PF 2.1 133 23.0 0.0 50.0 0.0 5.5 120 FTG 2T PE 0.0 232 23.0 0.0 47.9 0.0 0.032 TL 67.00 PV 0.2 Pipe: 85 62.1 2.157 PL 2.00 PF 0.4 232 23.0 0.0 47.9 0.0 5.5 120 FTG T PE 0.9 212 21.0 0.0 48.3 0.0 0.032 TL 14.00 PV 0.2 Pipe: 86 59.0 2.157 PL 2.00 PF 0.4 114 21.0 0.0 51.3 0.0 5.2 120 FTG T PE -0.9 134 23.0 0.0 50.1 0.0 0.029 TL 14.00 PV 0.2 Pipe: 87 59.0 2.157 PL 43.00 PF 1.9 134 23.0 0.0 50.1 0.0 5.2 120 FTG 2T PE 0.0 233 23.0 0.0 48.1 0.0 0.029 TL 67.00 PV 0.2 Pipe: 88 59.0 2.157 PL 2.00 PF 0.4 233 23.0 0.0 48.1 0.0 5.2 120 FTG T PE 0.9 213 21.0 0.0 48.6 0.0 0.029 TL 14.00 PV 0.2 Pipe: 89 59.0 2.157 PL 9.50 PF 0.3 213 21.0 0.0 48.6 0.0 5.2 120 FTG ---- PE 0.0 212 21.0 0.0 48.3 0.0 0.029 TL 9.50 PV 0.2 Pipe: 90 121.1 2.157 PL 10.50 PF 1.1 212 21.0 0.0 48.3 0.0 10.6 120 FTG ---- PE 0.0 234A 21.0 0.0 47.2 0.0 0.109 TL 10.50 PV 0.8 Pipe: 91 121.1 2.157 PL 2.00 PF 1.5 234A 21.0 0.0 47.2 0.0 10.6 120 FTG T PE -0.9 234 23.0 0.0 44.8 0.0 0.109 TL 14.00 PV 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 92 -1064.1 6.357 PL 73.00 PF 3.4 135 21.0 0.0 52.6 0.0 10.8 120 FTG 2E PE 0.0 5 21.0 0.0 56.0 0.0 0.031 TL 109.00 PV 0.8 Pipe: 93 -1064.1 6.357 PL 19.00 PF 3.5 5 21.0 0.0 56.0 0.0 10.8 120 FTG TCB PE 8.2 3 2.0 0.0 67.7 0.0 0.031 TL 110.00 PV 0.8 Pipe: 94 -1064.1 6.357 PL 4.00 PF 1.3 3 2.0 0.0 67.7 0.0 10.8 120 FTG T PE -0.2 BF1 2.5 0.0 68.8 0.0 0.031 TL 42.00 PV 0.8 Pipe: 95 FIXED PRESSURE LOSS DEVICE BF2 2.5 0.0 72.8 0.0 4.0 psi, 1064.1 gpm BF1 2.5 0.0 68.8 0.0 Pipe: 96 -1064.1 6.357 PL 2.00 PF 0.1 BF2 2.5 0.0 72.8 0.0 10.8 120 FTG ---- PE 0.9 1 0.5 H.S. 73.8 100.0 0.031 TL 2.00 PV 0.8 Pipe: 97 -1164.2 10.400 PL 74.00 PF 0.5 1 0.5 H.S. 73.8 100.0 4.4 140 FTG ET PE 1.1 SRCE -2.0 SRCE 75.3 (N/A) 0.003 TL 189.00 PV 0.1 NOTES: (1) Calculations were performed by the HASS 6.4.0 computer program under license no. 16050310 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.052 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 22.7 ft/sec at pipe 72. (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 16.817 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 16.966 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 16.845 psi SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v N NPTee 2.157 6.00 12.00 4.00 14.00 7.00 1.00 12.00 12.00 12.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 24.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatV1v NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 Date: 06/16/2000 BBBTUK.SDF JOB TITLE: BED BATH AND BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. WATER SUPPLY CURVE 132+ \\\\\\\\0\\\\\\\\\\\\\\\\\\\\\\\ 121+ 121.5 psi @ 2000 gpm-> * Flow Test Point 110 99 P 88 R E S S 77 U R E 66 S I 55 44 33 22+ LEGEND X = Required Water Supply 75.32 psi @ 1564.2 gpm 11+ 0 = Available Water Supply 123.14 psi @ 1564.2 gpm 0++-+---+----+ + + + X 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) OCT 11 '00 0t8:2 AM TVA FIRE LIFE SAFETY P.2 TVA FIRE & LIFE SAFETY, INC. 2820 CAMINO DEL RIO SOUTH *200 SAN DIEGO, CA 92108 HYDRAULIC CALCULATIONS FOR SED BATH & BEYOND, TUKWILA, WA. 400 STRANGER BLVD. TUKWILA, WA 98188 FILE NUMBER: BBBTUK.SDB DATE: SEPT. 28, 2000 SYSTEM 2 PRIMARY CALCULATION -DESIGN DATA - OCCUPANCY CLASSIFICATION: RETAIL/CLASS I-IV COMMODITIES DENSITY: .55 gpm/3q. ft. AREA OF APPLICATION: 2000 sq. ft. COVERAGE PER SPRINKLER: 95 sq. ft. (100 sq. ft. max.) NUMBER OF SPRINKLERS CALCULATED: 21 sprinklers TOTAL SPRINKLER MATER FLOW REQUIRED: 1214.7 gpm TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (8 BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR LICENSE NUMBER: 1714.7 gpri 1214.7 gpm 8 91 psi .64 inch UNKNOWN AT THIS TIME/TBD TVA FIRE & LIFE SAFETY, INC. TUKWILA FIRE DEPT. UNKNOWN CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50051107 ) HAS SYSTEMS, INC. TUCKER, GA 30084 OCT 11 '00 OS:2 AM TVH FIRE LIFE SAFETY P.3 SPRINHLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE 10/5/2000 C:\HASS72\BBBTUK.SDF JOB TITLE: BED BATH & BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. WATER SUPPLY DATA souRCE STATICRESIN?. FLOW AVAIL. TOTAL REQ' D NOSE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI)(?$I) (GPM) (PSI) (GPM) (PSI) SOURCE 126.0 121.5 2000.0 122.6 1714.7 92.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 1714.7 GPM 400.0 GPM 100.0 GPM 1214.7 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 21.0 - - - - 67.3 102 21.0 - - - - 67.3 103 21.0 - - - - 67.3 104 21.0 - - 67.3 105 21.0 - - - 67.3 106 21.0 - - - - 67.4 107 21.0 - - 66.6 108 21.0 - - - 66.4 109 21.0 - - - - 66.3 110 21.0 - - - 66.1 111 21.0 - - - - 66.1 112 21.0 - - - - 66.0 113 21.0 -- - - 66.0 114 21.0 - - - 66.0 121 23.0 - - 66.0 122 23.0 - - - - 66.0 123 23.0 - - - 66.0 124 23.0 - - - 66.0 125 23.0 - - 66.0 126 23.0 - - - - 66.0 127 23.0 - - - 65.3 128 23.0 - - - 65.1 129 23.0 -- - - - 64.9 130 23.0 - - - 62.1 131 23.0 - - - - 61.5 132 23.0 - - - 63.6 133 23.0 - - - - 64.7 134 23.0 - - - - 64.7 135 21.0 - - - - 67.6 201 21.0 - - - - 59.3 202 21.0 - - - - 59.2 203 21.0 - - - - 59.2 204 21.0 - - - 59.1 205 21.0 - - - 58.9 OCT 11 '00 OE::27AM TVA FIRE LIFE SAFETY P.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/5/200D C:\HASS72\BBB=.SDF JOB TITLE: BED BATH & BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. NODE ANALYSIS DATA (cont.) NODE mQ ELEVATION t'ODE TYPE PRESSURE DISCHARGE ‘FT) (PSI) (GPM) 206 21.0 58.6 207 21.0 - 58.2 208 21.0 - - - - 57.7 209 21.0 - 56.9 210 21.0 56.1 211 21.0 - - - - 55.8 212 21,0 62.7 213 21,0 63.0 221 23.0 58.8 222 23.0 58.8 223 23.0 58.8 224 23.0 58.7 225 23.0 58.5 226 23.0 58.2 227 23.0 57.8 228 23.0 57.3 229 23.0 56.6 230 23.0 48.7 231 23.0 45.6 232 23.0 62.3 233 23.0 62.6 234 23.0 58.9 234A 21.0 61.4 235 23.0 - - - - 25.6 301 23.0 K=11.40 31.3 63.7 302 23.0 K=11.40 30.4 62.9 303 23.0 K=11.40 30.2 62.7 304 23,0 K-11.40 30.3 62.7 305 23.0 K=11.40 30.6 63.1 306 23.0 K=11.40 31.7 64.1 307 23.0 K-11.40 33.8 66.3 308 23.0 K=11.40 25,1 57.2 309 23.0 K=11.40 24.0 55.9 310 23.0 K=11.40 23.6 55.4 311 23.0 K=12.40 23.5 55.3 312 23.0 K=11.40 23.6 55.3 313 23.0 K=11.40 24.0 55.8 314 23.0 K=11.40 25.1 57.1 313 23.0 K=11.40 25.1 57.2 316 23.0 K=11.40 23.1 54.8 317 23.0 K=11.40 22.0 53.4 318 23.0 K=11.40 21.5 52.9 319 23.0 K=11.40 21.5 52.8 320 23.0 K=11.40 21.5 52.5 321 23.0 K=11.40 21.8 53.3 5 21.0 71.9 3 2.0 84,6 BF1 2.5 86.1 B72 2.5 - - - - 90.1 1 0.5 HOSE STREAM 91.0 100.0 SOURCE -2.0 SOURCE 92.7 1314.7 OCT 11 '00 08:27Ah1 TVA FIRE LIFE SAFETY P.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE; 10/5/2000 C:\HASS72\EBBTUK.SD7 JOB TITLE: BED BATH & BEYOND TUKWILA SYSTEM! 2 PRIMARY CALC. PIPE DATA FIFE TAG Q GPM) DIA(IN) LENGTH PRESS. END ELEV. NQz_ PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 63.5 4.260 PL 12.00 PF 0.0 201 21.0 0.0 59.3 0.0 1.4 120 FTG ---- PE 0.0 202 21.0 0.0 59.2 0.0 0,001 TL 12.00 PV 0.0 Pine: 2 127.0 4.260 PL 12.00 PF 0.1 202 21.0 0.0 39.2 0.0 2.9 120 FTG ---- PE 0.0 203 21.0 0.0 59.2 0.0 0.004 TL 12.00 PV 0.1 Pipe: 3 190.8 4.260 PL 12.00 PF 0.1 203 21.0 0.0 39.2 0.0 4.3 120 FTG ---- PE 0.0 204 21.0 0.0 59.1 0.0 0.009 TL 12.00 PV 0.1 Pipe: 4 255.1 4.260 PL 12.00 PF 0.2 204 21.0 0.0 59,1 0.0 5.7 120 FTG ---- PE 0.0 205 21.0 0.0 58.9 0.0 0.016 TL 12.00 PV 0.2 Pipe: 5 320.4 4.260 PL 12.00 PF 0.3 205 21.0 0.0 58.9 0.0 1.2 120 FTG ---- PE 0.0 206 21.0 0.0 58.6 0.0 0.024 TL 12.00 PV 0.3 Pipe: 6 387.0 4.260 PL 12.00 PF 0.4 206 21.0 0.0 58.6 0,0 8.7 120 FTG ---- PE 0.0 207 21.0 0.0 58.2 0.0 0.034 TL 12.00 PV 0.5 Pipe: 7 452.2 4.260 PL 12.D0 PF 0.5 207 21.0 0.0 56.2 0.0 10.2 120 FTG ---- PE 0.0 208 21.0 0.0 57.7 0.0 0,045 TL 12.00 PV 0,7 Pipe; 8 518.9 4.260 PL 12.00 PF 0.7 208 21.0 0.0 57.7 0.0 11.7 120 FTG ---- PE 0.0 209 21.0 0.0 56.9 0.0 0.058 TL 12.00 PV 0.9 Fipe: 9 5$7.7 4.260 PL 12.00 PF 0.9 209 21.0 0.0 56.9 0.0 13.2 120 FTG ---- PE 0.0 210 21.0 0.0 56.1 0.0 0.073 TL 12.00 PV 1.2 Pipe: 10 322.3 4.260 PL 12.00 FF 0.3 210 21.0 0.0 56.2 0.0 7.3 120 FTG ---- PE 0.0 211 21.0 0.0 55.8 0.0 0.024 TL 12.00 PV 0.4 Pipe: 11 -63.5 6,357 PL 12.00 PF 0.0 102 21.0 0.0 67.3 0.0 0.6 120 FTG ---- PE 0.0 102 21.0 0.0 67.3 0.0 0.000 TL 12.00 PV 0.0 Pipe: 12 -127.0 6.357 FL 12.00 PF 0.0 102 21.0 0.0 67.3 0.0 1.3 120 FTG ---- PE 0.0 103 21.0 0.0 67.3 0.0 0.002 TL 12.00 PV 0.0 Pipe: 13 -190.8 6.357 PL 12.00 PF 0.0 103 21.0 0.0 67.3 0.0 1.9 120 FTG ---- PE 0.0 104 21.0 0.0 67.3 0.0 0.001 TL 12.00 PV 0.0 OCT 11 '00 008:28AM TVA FIRE LIFE SAFETY DATE: :0/5/2000 JOB TITLE: 3E0 BATH PAPE TAG END ELEV. NODES (FT) 104 105 105 106 106 135 114 113 113 112 '112 111 11- 110 110 109 109 108 Pipe: 14 21.0 21.0 Pipe: 15 21.0 21.0 Pipe: 16 21.0 21.0 Pipe: 17 21.0 21.0 Pipe: 18 21.0 21.0 Pipe: 19 21.0 21.0 Pipe: 20 21.0 21.0 Pipe: 21 21.0 21.0 Pipe: 22 21.0 21.0 Pipe: 23 108 21.0 107 21.0 107 135 101 121 121 221 Pipe: 24 21.0 21.0 Pipe; 25 21.0 23.0 Pipe: 26 23.0 23.0 F.6 SPRINKLE SYSTEM HYDRAULIC ANALYSIS Page 4 C:\MASS72\BBETUK.SDF BEYOND YAKS+DILA SYSTEM 2 PR/MARY CALC. QtGPM) DIA(IN) LENGTH PRESS. NOZ. PT DISC. VEL{FPS) 14K(C) (FT) SUM. (K) (P51) (GPM) rLIFT (PSI) 0.0 67.3 0.0 67.3 0.0 67.3 0.0 67.4 0.0 67.4 0.0 67.6 0.0 66.0 0.0 66.0 0.0 66.0 0.0 66.0 0.0 66.0 0.0 66.1 0,0 66.1 0.0 66.1 -255.1 6.357 PL 12.00 PF 0.0 0.0 2.6 120 FTG ---- PE 0.0 0.0 0.002 TL 12.00 PV 0.0 - 320.4 6.357 PL 12.00 PF 0.0 0.0 3.2 120 FTG ---- PE 0.0 0.0 0.003 TL 12.00 PV 0.1 - 387.0 6.357 PL 3.00 PF 0.2 0.0 3.9 120 FTG T PE 0.0 0.0 0.005 TL 41.00 PV 0.1 -62.4 6.357 PL 9,50 PF 0.0 0.0 0.6 120 FTG ---- PE 0.0 0.0 0.000 TL 9.50 PV 0.0 - 128.1 6.357 PL 10.50 PF 0.0 0.0 1.3 120 FTG ---- PE 0.0 0.0 0.001 TL 10.50 PV 0.0 - 250.2 6.357 PL 12.00 PF 0.0 0.0 2.5 120 FTG ---- PE 0.0 0.0 0.002 TL 12.00 PV 0.0 - 446.9 6.357 PL 12.00 PF 0.1 0.0 4.5 120 r'G ---- PE 0.0 0.0 0.006 TL 12.00 PV 0.1 0.0 66.1 0.0 0.0 66.3 0.0 0.0 66.3 0.0 66.4 0.0 66.4 0.0 66.6 0.0 66.6 0.0 67.6 0.0 67.3 0.0 66.0 0.0 66.0 0.0 58.8 - 627.0 6.357 PL 12.00 PF 0.1 6.3 120 FTG ---- PE 0.0 0.012 TL 12.00 PV 0.3 -695.8 6.357 PL 12.00 PF 0.2 0.0 7.0 120 FTG ----- PE 0.0 0.0 0.014 TL 12.00 PV 0.3 - 762.5 6.35'7 PL 12.00 PF 0.2 0.0 7.7 120 =TG ---- PE 0.0 0.0 0.017 IL 12.00 PV 0.4 - 827.7 6.357 PL 9.00 P_ 0.9 0.0 8.4 120 FTG T PE 0,0 0.0 0.020 TL 47.00 PV 0.5 63.5 2.157 PL 2.00 PF 0.5 0.0 5.6 120 FTG T PE -0.9 0.0 0.033 TL :4.00 PV 0.2 63.5 2.157 PL 192.00 PF 7.1 0.0 5.6 120 FTG 2T PE 0.0 0.0 0.033 TL 216.00 PV 0.2 OCT 11 '00 08:28HM TVA FIRE LIFE SAFETY P.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/5/2000 C:\HASS72\BBBTUK.SDF JOB TITLE: BED BATH & BEYOND TUKW:LA SYSTEM 2 PRIMARY CALC. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) Ha'�C) ;FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 63.5 2.157 PL 2,00 PF 0.5 221 23.0 0.0 58.8 0.0 5.6 120 FTG PE 0.9 201 21.0 0.0 59.3 0.0 0.033 TL 14.00 PV 0.2 Pipe: 28 63.5 2.157 PL 2.00 PF 0.5 102 21.0 0.0 67.3 0.0 5.6 120 FTG T PE -0.9 122 23.0 0.0 66.0 0.0 0.033 TL 14.00 PV 0.2 Pipe: 29 63.5 2.157 PL 192.00 PF 7.1 122 23.0 0.0 66.0 0.0 5.6 120 FTG 2T PE 0.0 222 23.0 0.0 58.8 0.0 0.033 TL 216.00 PV 0.2 Pipe: 30 63.5 2.157 PL 2.00 PF 0.5 222 23.0 0.0 58.8 0.0 5.6 120 FTG = PE 0.9 202 21.0 0.0 59.2 0.0 0.033 TL 14.00 PV 0.2 Pipe: 31 63.8 2.157 PL 2.00 PF 0.5 103 21.0 0.0 67.3 0.0 5.6 120 :TG T PE -0.9 123 23.0 0.0 66.0 0.0 0.033 TL 14.00 PV 0,2 Pipe; 32 63.8 2.157 PL 192.00 PF 7.2 123 23.0 0.0 66.0 0.0 5.6 120 FTG 2T PE 0.0 223 23,0 0.0 58.8 0.0 0.033 TL 216.00 PV 0.2 Pipe: 33 63.8 2.157 PL 2.00 P' 0.5 223 23.0 0.0 58.8 0.0 5.6 120 FTG T PE 0.9 203 21.0 0.0 59.2 0.0 0.033 TL 14.00 PV 0.2 Pipe: 34 64.3 2.157 PL 2.00 PF 0.5 104 21.0 0.0 67.3 0.0 5,6 120 FTG T PE -0.9 124 23.0 0.0 66.0 0.0 0.034 TL 14.00 PV 0.2 Pipe: 35 64.3 2.157 PL 192.00 PF 7.3 124 23.0 0.0 66.0 0.0 5.6 120 FTG 2T PE 0.0 224 23.0 0.0 56.7 0.0 0.034 TL 216.00 PV 0.2 Pipe: 36 64.3 2.157 P1 2.00 PF 0.5 224 23.0 0.0 58.7 0.0 5.6 120 FTG T PE 0.9 204 21.0 0.0 59.1 0.0 0.034 TL 14.00 PV 0.2 Pipe: 37 65.2 2.157 PL 2.00 PF 0.5 105 21.0 0.0 67.3 0.0 5.7 120 FTG T PE -0.9 125 23.0 0.0 66.0 0.0 0.035 TL 14.00 PV 0.2 Pipe: 38 65.2 2.157 PL 192.00 PF 7.5 123 23.0 0.0 66.0 0.0 5.7 120 FTG 2T PE 0.0 225 23.0 0.0 58.5 0.0 0.035 TL 216.00 PV 0.2 Pipe: 39 65.2 2.157 P. 2.00 2F 0.5 225 23.0 0.0 5$.5 0.0 5.7 120 FTG T PE 0.9 205 21.0 0.0 58.9 0.0 0.035 IL 14.00 PV 0.2 OCT 11 'CO 08:26AM TVH FIRE LIFE SAFETY P 8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/5/2000 C:\HASS72\BBBTUK.SDE JOB TITLE: BED BATH & BEYOND TE:KV ILA SYSTEM 2 PrRTMARY CALC. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END 8.LEV. NCE. PT DISC. VEL(FPS) HW C) (FT) SUM. NODES (ET) (K) (PST) (GPM) FL/ET (PSI) Pipe: 40 66.6 2,157 PL 2.00 PF 0.5 106 21.0 0.0 67.4 0.0 5.8 120 FTG T PE -0.9 126 23.0 0.0 66.0 0.0 0.036 'TL 14.00 PV 0.2 Pipe: 41 66.6 2.157 PL 192.00 PF 7,8 126 23.0 0.0 66.0 0.0 5.8 120 FTG 2T PE 0.0 226 23.0 0.0 58,2 0.0 0.036 TL 216.00 PV 0.2 Pipe: 42 66.6 2.157 PL 2.00 PF 0.5 226 23.0 0.0 58.2 0.0 5.8 120 PTG T PE 0.9 206 21.0 0.0 58.6 0.0 0.036 TL 14.00 PV 0.2 Pipe: 43 65.3 2.157 PL 2.00 PF 0.5 107 21.0 0.0 66.6 0.0 5.7 120 FTG T PE -0.9 127 23.0 0.0 65.3 0.0 0.035 TL 14.00 PV 0.2 Pipe: 44 65.3 2.157 PL 192.00 PF 7.5 127 23.0 0.0 65.3 0.0 5.7 120 FTG 2T PE 0.0 227 23.0 0.0 57.8 0.0 0.035 TL 216.00 PV 0.2 Pipe; G5 65.3 2.157 PL 2.00 PF 0.5 227 23.0 0.0 57.8 0.0 5.7 120 FTG T PE 0.9 207 21.0 0.0 58.2 0.0 0.035 TL 14.00 PV 0.2 Pipe: 46 66,7 2.157 PL 2.00 Ps 0.5 108 21.0 0.0 66.4 0.0 5.9 .20 FTG T PE -0.9 128 23.0 0.0 65.1 0.0 0.036 TL 14.00 PV 0,2 Pipe: 47 66.7 2.157 PT. 192.00 PF 7.8 128 23.0 0.0 65.1 0.0 5.9 120 FTG 2T PE 0.0 228 23.0 0.0 57.3 0.0 0.036 TL 216.00 PV 0.2 Pipe: 48 66.7 2.157 PL 2.00 PF 0.5 228 23.0 0.0 57.3 0.0 5.9 120 FTG T PE 0.9 208 21.0 0.0 57,7 0.0 0.036 TL 14.00 PV 0.2 Pipe: 49 68.8 2.157 PL 2.00 PF 0.5 109 21.0 0.0 66,3 0.0 6.0 120 FTG T PE -0.9 129 23.0 0.0 64.9 0.0 0.038 TL 14.00 PV 0.2 Pipe: 50 68.8 2.157 PL 192.00 PF 8.3 129 23.0 0.0 64.9 0.0 6.0 120 FTC 2T PE 0.0 229 23.0 0.0 56.6 0.0 0.038 TL 216.00 PV 0.2 Pipe: 51 229 23.0 209 21.0 0.0 0.0 56.6 0.0 56.9 0.0 68.8 2.157 PL 2.00 PF 0.5 6.0 120 FTG T PE 0.9 0.038 TL 14.00 ?V 0.2 Pipe: 52 180.1 2.157 PL 2.00 FF 3.2 110 21.0 0.0 66.1 0.0 15.8 120 FTG T PE -0.9 130 23.0 0.0 62.1 0.0 0.227 TL 14.00 PV 1.7 OCT 11 '00 08:29AM TVA FIRE LIFE SAFETY P 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/5/2000 C:\HASS72\BBBTJK.SDF JOB TITLE: BED BATE & BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. PIPE TAG Q(GPM) DIA (mow) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FP) W (C) (FI) SDM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 180.1 2.157 PL 124.00 PF 30.8 130 23.0 0.0 62.1 0.0 15.8 120 FTG T PE 0,0 301 23.0 11.4 31.3 63.7 0.227 TL 136.00 PV 1.7 Pipe: 54 116.4 2.157 PI, 9.00 PF 0.8 301 23.00 11.4 31.3 63.7 10.2 120 FTG ---- PE 0.0 302 23.0 11.4 30.4 62.9 0.101 TL 8.00 PV 0.7 Pipe: 55 53.5 2.157 PL 8.00 PF 0.2 302 23.0 11.4 30.4 62.9 4.7 120 FTG -- PE 0.0 303 23.0 11.4 30.2 62.7 0.024 TL 8.00 ?V 0.1 Pipe: 56 -9.2 2.157 PL 8.00 PF 0.0 303 23.0 11.4 30.2 62.7 0.8 120 FTG ---- PE 0.0 304 23.0 11.4 30.3 62.7 0.001 TL 8.00 PV 0.0 Pipe: 57 -71.9 2.157 FL 8.00 PF 0.3 304 23.0 11.4 30.3 62.7 6.3 120 FTG ---- Pr. 0.0 305 23.0 11.4 30.6 63.1 0.041 I.. 8.00 PV 0.3 Pipe: 58 -134.9 2.157 PL 8.00 PF 1.1 305 23.0 11.4 30.6 63.1 11.8 120 FTG ----- PE 0.0 306 23.0 11.4 31.7 64.1 0.133 TL 8.00 PV 0.9 Pipe: 59 -199.1 2.157 PL 8.00 PF 2.2 306 23.0 11.4 31.7 64.1 17.5 120 FTG ---- PE 0.0 307 23.0 11,4 33.8 66.3 0.273 TL 8.00 PV 2.1 Pipe: 60 -265.4 2.157 PL 20.00 PE' 14.9 307 23.0 11.4 33.8 66.3 23.3 120 FTG T PE 0,0 230 23.0 0.0 48.7 0.0 0.464 TL 32.00 PV 3.7 Pipe: 61 -265.4 2.157 PL 2.00 pF 6.5 230 23.0 0.0 48.7 0.0 23.3 120 FTG T PE 0.9 210 21.0 0.0 56.1 0.0 0.464 TL 14.00 PV 3.7 Pipe: 62 196.7 2.157 PL 2.00 PF 3.7 111 21.0 0.0 66.1 0.0 17.3 120 FTG T PE -0.9 131 23.0 0.0 61.5 0.0 0.267 TL 14.00 PV 2.0 Pipe: 63 196.7 2.157 PL 124.00 PF 36.3 131 23.0 0.0 61.5 0.0 17.3 120 FTG T PE 0.0 308 23.0 12.4 25.1 57.2 0.267 TL 136.00 PV 2.0 Pipe: 64 139,6 2.157 PL 8.00 PF 1.1 308 23.0 11.4 25.1 57.2 12.3 120 FTG ---- PE 0.0 309 23.0 11.4 24,0 55.9 0.141 TL 8.00 PV 1.0 Pipe: 65 83.7 2.157 PL 8.00 PF 0.4 309 23.0 11.4 24.0 55.9 7.3 120 FTC ---- PE 0.0 310 23.0 11.4 23.6 55.4 0.055 'I'L 8.00 PV 0.4 OCT 11 '00 08:29AM TVH FIFE LIFE SAFETY P.10 SPRINKLER SYSTEM HjYDRAULIC ANALYSIS Page 8 DATE: 10/5/2000 C:\HASS72\BBBTUK.SD „OB TITLE: BED BATH & BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. PIPE TAG Q(G224) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS} HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM1 FL/FT (PSI) Pipe: 66 28.3 2.157 PL 8.00 PF 0.1 310 23.0 11.4 23.6 55.4 2.5 120 FTG ---- PE 0.0 311 23.0 11.4 23.5 55.3 0.007 TL 8.00 PV 0.0 Pipe: 67 -26.9 2.157 PL 8.00 PF 0.1 311 23.0 11.4 23.5 55.3 2.4 120 FTG ---- PE 0.0 312 23.0 11.4 23.6 55.3 0.007 TL 6.00 PV 0.0 Pipe: 68 -82.3 2.157 PL 8.00 PF 0.4 312 23.0 11.4 23.6 55.3 7.2 120 FTG ---- PE 0.0 313 23,0 11.4 24.0 53.8 0.053 TL 8.00 PV 0.4 Pip: 69 -138.1 2.157 PL 8.00 PF 1.1 313 23.0 11.4 24.0 55.8 12.1 120 FTG ---- PE 0.0 314 23.0 11.4 25.1 57.1 0.139 TL 8.00 PV ..0 Pipe: 70 -195,3 2.157 PL 2.00 PF 0.5 314 23.0 11.4 25.1 57.1 17.1 120 FTG ---- PF 0.0 235 23.0 0.0 25.6 0.0 0.263 TL 2.00 PV 2.0 Pipe: 71 -322.3 2.157 P1 18.00 PF 20.0 235 23.0 0.0 25.6 0.0 28.3 120 FTG T PE 0.0 231 23.0 0.0 45.6 0.0 0.665 TL 30.00 PV 5.4 Pipe: 72 -322.3 2.157 PL 2.00 PF 9.3 231 23.0 0.0 45.6 0.0 28.3 120 FTG T PE 0.9 211 21.0 0.0 55.8 0,0 0.665 TL 14.00 PV 5.4 Pipe: 73 122.1 2.157 PI. 2.00 P, 1.5 112 21.0 0.0 66.0 0.0 10.7 120 FTG T PE -0.9 132 23.0 0.0 63.6 0.0 0.110 TL 14.00 PV 0.8 Pine: 74 122.1 2.157 PL 43.00 PF 4.7 132 23.0 0.0 63.6 0.0 10.7 120 FTG -- PE 0.0 234 23.0 0.0 58.9 0.0 0.110 TL 43.00 PV 0.8 Pipe: 75 250.2 2.157 PL 81.00 PF 33.7 234 23.0 0.0 58.9 0.0 22,0 120 FTG ---- PE D.0 315 23.0 11.4 25.1 57.2 0.416 TL 81.00 PV 3.2 Pipe: 76 193.0 2.157 PL 8.00 PF 2.1 315 23.0 11.4 25.1 57.2 16.9 120 FTG ---- PE 0.0 316 23.0 11.4 23.1 54.6 0.258 TL 8.00 PV 1.9 Pipe: 77 138.2 2.157 PL 8.00 PF 1.1 316 23.0 11.4 23.1 54.8 12.1 120 FTG ---- PE 0.0 317 23.0 11.4 22.0 53.4 0.139 TL 0.00 PV 1.0 Pipe: 10 84.8 2.157 PL 8.00 P7 0.4 317 23.0 11.4 22.0 53.4 7.4 120 FTG -- PE 0.0 318 23.0 11.4 21.5 52.9 0.056 TL 8.00 PV 0.4 OCT 11 '00 08:2SAM TVA FIRE LIFE SAFETY P.11 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 20/5/2000 C:\HAS572\BBBTUK.SDF JOB TITLE: BED BATH & BEYOND TUKGtiILA SYSTEM 2 PRIMARY CALC. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ, FT DISC, VEL(FPS) HW{C) {P'=) SUM, NODES (FT) (F.) (PST.) (GPM) FL/FT (PSI) Pipe: 79 31.9 2.157 PL 8.00 PF 0.1 318 23.0 11.4 21.5 52.9 2.8 120 FTG ---- PE C.0 319 23.0 11.4 21.5 52.8 0.009 TL 8.00 PV 0.1 Pipe. 80 -20.9 2.157 PL 8.00 PF 0.0 319 23.0 11.4 21.5 52.8 1.8 120 FTG ---- PE 0.0 320 23.0 11.4 21.5 52.8 0.004 TL 8.00 PV 0,0 Pipe: 81 -73.8 2.157 PL 8.00 PF 0.3 320 23.0 11.4 21.5 52.8 6.5 120 FTG ---- PE 0.0 321 23.0 11.4 21.8 53.3 0.043 TL 8.00 PV 0,3 Pipe: B2 -127.0 2.157 PL 14.00 PF 3,8 321 23,0 11.4 21.8 53.3 11.2 120 FTG ET PE 0.0 235 23.0 0.0 25.6 0,0 0.119 Ti 32.00 PV 0.8 Pipe: 83 65.7 2.157 PL 2.00 PF 0.5 113 21.0 0.0 66.0 0.0 5.8 120 FTG T PE -0.9 133 23.0 0,0 64.7 0.0 0.035 TL 14.00 PV 0.2 Pipe: 84 65.7 2.157 PL 43.00 PF 2,4 133 23.0 0.0 64.7 0.0 5.8 120 FTG 2T PE 0.0 232 23.0 0.0 62.3 0.0 0.035 TL 67.00 PV 0.2 Pipe: 85 65.7 2.157 PL 2.00 PE 0.5 232 23.0 0.0 62.3 0.0 5.8 120 FTG T PE 0.9 212 21.0 0.0 62.7 0.0 0.035 TL 14.00 PV 0.2 Pipe: 86 62.4 2.157 PL 2.00 PF 0.4 114 22.0 0.0 66.0 0.,0 5.5 120 FTG T PE -0.9 134 23.0 C.0 64.7 0.0 0.032 TL 14.00 PV 0.2 Pipe: 87 62.4 2.157 PL 43.00 PF 2.1 134 23.0 0.0 64.7 0.0 5.5 120 FTG 2T PE 0.0 233 23.0 0.0 62.6 0.0 0.032 TL 67.00 PV 0.2 Pipe: 88 62.4 2.157 PL 2,00 PF 0.4 233 23.0 0.0 62.6 0.0 5.5 120 FTG T PE 0.9 213 21.0 0.0 63.0 0.0 0.032 TL 14.00 PV 0.2 Pipe: 89 62.4 2.157 PL 9.50 PF 0.3 213 21.0 0.3 63.0 0.0 5,5 120 FTG ---- PE 0.0 212 21.0 C.0 62.7 0.0 0.032 Ti 9.50 PV 0.2 Pipe: 90 128.1 2.157 PL .0.50 PF 1,3 212 21.0 0.0 62.7 0.0 11.2 120 FTG ---- PE 0.0 234A 21.0 0.0 61.4 0.0 0.121 TL 10.30 PV 0.9 Pipe: 91 128.1 2.157 PL 2.00 PF 1.7 234A 21.0 0.0 61.4 0.0 11.2 120 FTG T PE -0.9 234 23.0 0.0 58.9 0.0 0.121 TL 14.00 PV 0.9 OCT 11 '00 08:30AM TVH FIRE LIFE SAFETY DATE: 10/5/2000 OB TITLE: BED BATH PIPE TAG END ELEV. NO2. NODES (FT) (K) P.1` SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 C:\HAS872\BB3TUK.SDF & BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. Q(GPM) DTA(I;ti) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) {FT) SUM. (PS1') (GPM) FL/FT (PSI) Pipet 133 5 92 21.0 21.0 0.0 67.6 0.0 71.9 -1214.7 0.0 12.3 0.0 6.357 120 0.040 Pipe: 93 -1214.7 6.357 5 21,0 0.0 71.9 0.0 12.3 120 3 2.0 0.0 84.6 0.0 0.040 Pipe: 94 -1214.7 6.357 3 2.0 0,0 84.6 0.0 12,3 120 BF1 2.5 0.0 86.1 0.0 0.040 BF2 BF1 Pipe: 95 2.5 0.0 90.'- 2.5 0.0 86.1 0.0 PL 73.00 FTG 2E TL 109.00 PL 19.00 FTG TC3 TL 110.00 FL 4.00 FTG T TL 42,00 PF PE PV PF PE PV PF PE PV FIXED PRESSURE LOSS DEVICE 0.0 4.0 psi, 1214.7 gp,:. Pipe: 96 -1214.7 6.280 6F2 2.5 0.0 90.1 0.0 12.6 140 1 0.5 H.S. 91.0 100,0 0.032 Pipe: 97 -1314.7 10.400 0.5 H.S. 91.0 100.0 5.0 140 -2.0 SP.CE 92.7 (N/A) 0.003 1 SOURCE NOTES: (1) Calculations were performed by the HASS 7.2 under license no. 50051107 granted by MRS Syste=s, Inc. 4792 LaVista Road Tucker, GA 30084 (4; The system has been calculated to provide imbalance at each mode of 0.001 gpm and a imbalance at any node of 0.115 gp:n. PL FTG TL 2.00 PF - PE 2.00 PV PL 74.00 FTG ET TL 189.00 PF PE PV computer program an average maximum Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 25.3 ft/sec at pipe 71. a. System remote area HAS been proven or 'peaked'. Minimum pressure at any sprinkler: 21.452 psi minimum pressure with remote area shifted one sprinkler space toward right cross main: 22.253 psi d. Remote area is located adjacent to left cross main c, 4.4 0.0 1.0 4.4 8.2 1.0 1.7 -0.2 1.0 0.1 0.9 1.1 0.6 1.1 0.2 OCT 11 '00 06:30A't TVA FIRE LIFE SAFETY SPRINKLER SYSTEM HYDRAULIC ANALYSIS DATE: 10/5/2000 C \HASS72\BB3TUK.SDF JOB TITLE: BED BATH & BEYOND TUU ILA SYSTEM 2 PRIMARY ;.ALC. P 1=. Page 11 (5) PIPs, FITTINGS TABLE Pipe Table PAGE: B Diameter (in) 2.157 4.260 6.357 PAGE: D Diameter (in) 6.2_60 10.400 Name: STANDARD.P:P MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths in Feet A D N Ell Tee LngE2. Chklav BfyV1v GatVly A.lmChk DPV1v NPTee 6.00 12.00 4.00 14.00 7.00 1.00 12.00 12.00 12.00 :3.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 18.00 38.00 11.00 40.00 13.00 4.00 35.00 24.00 38.00 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths in Feet v T L C B G N Ell Tee tngEll ChkV1v BiyV1v GatV1v NPTee 24.00 52.00 16.00 55.00 17.00 5.00 52.00 35.00 80.00 26.00 88.00 30.00 8.00 80.00 OCT 11 '08 08:30AM TVA FIRE LIFE SAFETY P.14 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/5/2000 C: \HASS 72\EBB=.3DE JOB T+TLE: BED BATH & BEYOND TUKWIIA SYSTEM 2 PRIMARY CALC. WATER SUPPLY ANALYSTS static: 126.00 psi F.4sid: 121.50 psi Flog: 2000.0 gpm 180.0 150.0 L. G A U G 120.0,... E R E + S 90.0 P S I" U R E • 60.0 30.0 0.0 h. I , -14.7 ' 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) LEGEND Available pressure 122.61 psi @ 1714.7 gpm Required pressure 92.67 psi @ 1714.7 gpm OCT 11 '00 08:30AM TVA FIRE LIFE 'SAFETY P.15 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 1C/5/200C C:\HASS72\BBBTUK.SDF JOB TITLE: ;BED BATH & BEYOND TUKWILA SYSTEM 2 PRIMARY CALC. TVA FIRE & LIFE SAFETY, INC. 2820 CAMINO DEL RIO SOUTH #200 SAN DIEGO, CA 92108 HYDRAULIC CALCULATIONS FOR BED BATH & BEYOND, TUKWILA, WA 400 STRANDER BLVD. TUKWILA, WA. 98188 FILE NUMBER: BBBTUK.SDF DATE,: JUN 16, 2000 SYSTEM 2 SECONDARY CALCULATION -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: 74REA OF APPLICATION: COVERAGE PER S c R.I'NKLER : NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR) : .SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR; DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50051107 ) HRS SYSTEMS, INC. TUCKER, GA 33084 RETAIL/LIMITED GROUP A PLASTICS .60 gpm/sq. ft. 900 sq. ft.(REDUCED IAW UFC SECTION 8101.5.2) 96 sq. ft. (100 sq. ft. max.) 10 sprinklers 477.8 gpm 977.8 gpm 477.8 gpm 2 45.8 psi .64 inch UNKNOWN AT THIS TIME/TED TVA FIRE & LIFE SAFETY TUKWILA FIRE DEPT. UNKNOWN AT THIS TIME/TBD fv acesQ c 0 0 A v 0 r 0 o • 0 0 • •••• r 1 r,, I . 0 -0 S -o 9 0 0 0 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. g47-7 7 Z and exact address shut, down or restoration approval. ACCEPTED .®'WITHOUT COMMENTS. ❑ AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these dritwings after this date will void this a:ce,tArice an 1 . '111 require a resubmittal of revised .wings. Final acct ;stance is subject to field- inspectiiiy a representative of this dep.:i en; DATE: /6,4)./`! [3Y: CI FY 6F TUKWILA 5./5-440; Po&P Ho gs Sr2NNO.E- Sim e l7o -'Rru74-14.4) aift Rro/ktio 3 6a l pc,cT ���_ vc� ��� eraeVOR, Sig rail IF 6 BOX oS Voutz. :o2 he Ip 62 i 'R H-iWybli\k/ uA rr -NCO w i u, NIDT.TzzpAsiwg .ATrc; I a DJc (R ) �1L CRTP•1 (1 -Rn -ro t=.'9A-64 vDa Dom --01-012-) 0g- t g °f` ' 1:0 tok)19- 412 os Iii SLI cam' w prFe tgE Jv cFP big -u i JY) Go gle Earth feet meters 67U 1`1 A R rri(L A)17,?k ILi 1A/ 7 7/ �co R u 1---3 100 30 (rim.I r. S;teuhlts l*Cat ea dirY 440r0/4/h ik 1 911114111d Late 'a 4:4N :1448' kj;it 4.04440 Po aiw 414*. liffiv4% or ~ma Aimmorl Rha"."----- I/P. ¢j7A VA' iss .......1 .. a. A wwt ..A ..•14,143.. us ‘.*4•40 Is r iiK snalumil A 4.7 u_„� l .; *ea. vrdio+'' ., .r... ... AAk 1 411-0,A .. ie i 1• T Wit 1 irL;F MOWS 101111"." NOS d A-selq 6/ti/W -v-rhor /iv z 74730/ )2Gb 7 V'A' Commc1 its o F ; Attaci-,ed Letter These plans have beer. rev'iev led by The Tukwila Fire Prevention Bur ...t*'�r ;'�r'F ;rIT enC€ vL1/4:0, current City standards. Accw; '.•irtj'. is Jhjec t i:.'!"7011; and amisslons whit% 00 no: .:tror'ze '..,101abi371, of adopted standards and orc3ir :arc The r espun3 llity for the adequacy of deslurl rzas tota;v wit;; the designer. Additions, deletao. is or rrev,Sio.is to these drawings after tils date will void this acceptance and will require a r submittal of revtseo drawings kir subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: C•- 2 (- t) By: k &1 J i SCOPE: 1. ADD 2 EXISTING SPRINKLERS FOR NEW ACT CEIUNG IN FOOD PREP ROOM GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL USTED AND RI APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6), WHICH IS END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE MTh NFPA PAMPHLET NO. 13, 2010 EDITION. 5. PIPING SHALL BE IN ACCORDANCE PATH NFPA PAMPHLET NO. 13. 2002 EDITION. 6. JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUIUNG TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBIUTY OF THE OWNER AND/OR HIS STRUCTURAL 9. ALL FIRE ALARMS, WRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. 10. EXISTING BUILDING PROTECTED BY EXISITNG OVERHEAD WET SYSTEMS. CONSTRUCTION NOTES: 1. ALL UNE PIPING TO BE SCH 40 W/ DI FITTINGS. DESIGN CRITERIA: 1. HEAD SPACING TO BE 130 SQ FT MAX IN OFFICE PER TUKWILA FIRE. SAMMY GST -30 HANGERS TO BE STANDARD HANGER. TUKWILA FIRE DEPARTMENT 'lease call 206-575-4407 and jive this Fire Permit No. T 1ST FLOOR TENANT IMPROVEMENT O1 FIRE SPRINKLER PIPING - PLAN VIEW SCALE: 1/8' =1'-0' 1 and exact address for shut- down or restoration approval. - ALL CEILINGS ARE 7'-0" UNO. - ALL ARMOVERS OVER 12" TO BE HUNG. - ALL HEADS ARE TO HAVE OOPS PLATES FOR SEISMIC - EXISTING UPRIGHTS TO REMAIN - ALL NEW WALLS ARE PART HEIGHT. ‘oiVe'Cert net:,f,c1, 5.1" ;o o n° "'°°` •Ill � e,, Pi MIAMI 5"111Fall;on sot G�1 'Y1 4t°010 Deee0 SYMBOL LEGEND 0 - EXISTING PENDENT — EXISTING PIPING — — NEW PIPING "WvW — FLEX DROP OVICINITY PLAN 5 SCALE: NTS HEAD LEGEND Columbia i �11I , m i., Fire PROJECT: Bed Bath & Beyond Food Prep Room 400 Strander Blvd Tukwila, WA DESIGNER SPRINKLER TYPE MFG MOOEL SYMBOL ORIFICE FINISH CANOPY TEMP K—FAC °Y,AP'''. �"'� rvlals PENDENT TYCO TY -FRB • 17 CHROME CHROME 155' 5.6 2'I SCALE:As Noted PAID IV 1 JUN �U��pp lar 2013 .2 ' �, A /" A ra..rr r HAZARD: OH -1 _ DB General Contractors 3320 West Valley Highway, N #106 Aubum, WA 98001 Phone: Fax: "'J City of Tukwila .. -------- W1 CL# st Ave South ' 1534 1st Ave South Seattle, WA 98134 (206) 232-8569 '� r s130503e2 SHEET r SK 1 Fire Systems West, Inc. Phone (253) 833-1248 • Fax (253) 735-0113 206 Frontage Road North Suite C, Pacific, WA 98047 Fire Alarm TI Scope of work. Address : 400 Strander Blvd Tukwila, WA 98188 FSW will replace tamper switches on the OSY valves on an existing fire alarm system. 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 testincl, aniel Ernsting Fire Systems West ph 253-833-1248 cell 253-202-7045 fax 253-735-0113 daniele©firesystemswest. com 0 0 Wit`"0lJt Comments As iso• eci in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance v,fit': current City standards. Acceptance is subject to errors and omissions which do not authorize vioiatiohs of adopted standards and ordinances. The responsibiiity for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void they 7.cceptance and wil:i require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /63-4C- / > By: TUKWILA .4; ' EPAR ME 1 Please call 20. 575-4407 and give this Fire Permit No. and exact address for shut- down or r e. toration approval. PAID r":"" - 5 2012 TUKWILA FIRE /tw X273 3/ 07/23/2012 13:34 FAX 2537350113 FIRE SYSTEMS WEST RI 001/001 Fire S'jniemv Wet,, Inc. 206 Frontage Road North, Suite C • Pacific, Washington 98047-1023 • Phone (253) 833-1248 • Fax (253) 735-0113 July 23, 2012 Tukwila Fire Department 6200 Southcenter Blvd. Tukwila, WA. Attention: Al Metzler Fax: (206) 575-4439 Kefertiitx. Dackflvvr it.plaacincnt in vault. 400 Strander Blvd, Tukwila, WA. Narrative: Please authorize Lim sptittklct syslcuu shutdown at the abovc notod addreoo on Thursday July 26 between 6:30 am and 3.30 put. Wc will Lc rcuroving cxiating dcfcctivc 8" baokflow preventer fiaai• r�...11, 11..... ro:no4all:ng n a w baelcflow provoator por Dormit ODU11')_lti') Sincerel Accepted By: Shut Down number: The n Davis Title: Asst. Service Manager Date: Phone: TUKWILA FIRE DEPARTMENT Please caII 206-575-4407 and give this Fire Permit No. b- -S-/c / and exact address for shut- down hutdown or restoration approval, 0 DOCK LE'VELER , ELECT ROOM 1 r ,- ,111-7 If T7 1.1 i T I 71 -11 - DISPLAY WINDOW 11 1 1• H_ 0 -1- 191111111111111 CART CORRAL _1_ j 11 L. ' r L _ FT -r- 7 1 L 7 7 L CUSTOM FO 1 HE TO BE 000 11 FIELD -- r 7 L_ ;rTHr •1 Try,'"' """" ' ' ; Tr" .; 1 TATI„ ;IT r r ,;r7,1 r,r, i • . , , .17,,,, T 41, , 1 1,1,11, WATIITAMT,M, T ; ., . , 777 TI; TT", ,T,T 1 . , . . ; . . . . . 1 . ; HIGH -PILE STIRAGE LEGE\D AREA 1 = 11,779 SQ. FT. AREA 2 = 3,283 SQ. FT, AREA 3 = 1,286 SQ. FT. AREA 4 = 3,430 SQ. FT. 11111•01111=1IMMEM111111110111111M110111=111111•111=11111111.1111111.1 TOTAL AREA = 19,778 SQ. FT. ,'USTOM PHTIJRE TO FECLITHFIFLD MI CLF_FICOL, BE GUT H TUBE TO FELD 111. ,Twr Revisions Date Description Drcwing eferences Drawings CAD NAME: DRAWN BY: PROTOTYPE DESIGNATION: BED BATH & 650 LIBERTY AVE UNION, NJ 07083 (908) 688-0888 FAX (908) 688 5886 THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location TUKWILA, WA STORAGE PLAN Drawing Title HIGH -PILED Scale 1/16"= Of Date 07-19-00 Sheet No. H PS- -1 AR) GUITAR SHOP OFFICE: 222 SQ. FT. GUITAR SHOP SALES FLOOR: 13,797 SQ. FT. GUITAR SHOP RESTR00MS: 163 SQ. FT. o u • U) J COMMON :SUPPORT: .:2, 245 SQ. F ::::LEASED SPACE:::: STORAGE: ;:4,020 SQ. FT. ... LEASE SPACE RETAIL SALES AREA: 16,176 SQ. FT. EOL BATH & BEYOND. ::::::RECEIVING STORAGE: ;3,462 SQ. FT. BED, BATH 8c BEYOND RETAIL SALES AREA: 38,019 SQ. FT. :OFFICE: 015 SQ. F STORAGE: ,015 SQ. F - CLOSET: 31 SQ. FT, CLOSET: 31 SQ. FT. STORAGE: 232 SQ. FT. CLOSET: 47 SQ. FT. OS&Y 0S&Y OS&Y H LL TO CENTRAL STATION TELCO LINE 01 RJ38X CONN BLOCK LEGEND m 0S&Y CONTROL UNIT POTTER OSYSU-1 GATE 0 WATERFLOW DETECTOR OS SMOKE DETECTOR ❑A ANNUNCIATOR VALVE 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 $40 Re - Inspection Fee and termination of the testing. O0 O°� o° o0 00 0 0S&Y RJ38X CONN BLOCK FOCUS CADET CONTROL PANEL 110 VAC RISER DIAGRAM 0S&Y 0S&Y OS&Y ACCEPTED Without Comments 0 As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /0/51o0 B y: ip@MEUU AI OCT 4 2000 r 1 ,f' 4WIPAP; IIJJ44 I Yty ,1'! w w ,,'4 ,�; � !;;V ,i tr �„ °° Y ls; , ",S ,, I I ,I4 SECURITY SERVICES 841 POWELL AVE. SW RENTON, WA 98055 (206)624-3103 (206)654-2189 FAX TUKWILA Please and No.,r2 and down F— (/) >-- C> M W 00 Cl M O J %— m OO < Q J Ca < W W p z -1 LL. F- rx Q F- c co v) p O F- W O F- co D 0 W V) Fi FIRE DEPARTMENT call: 575.4407 give this job / 3 27 exact address for shut- or restoration approval. ii,l No. Revision/Issue Date' REPRESENTATIVE: TONY PUETZ CHECKED BY: CHECKED BY DATE: APPROVED BY: APPROVED BY DATE: [oiec te 10/04/00 al. AS NOTED Sheet ADT -1 .11100 Revisions No Date Description F(AVO 1)O F(AV05) PERMIT TO NOTIFICATION RAV02) APPLIANCES v TO F(AV06) NOTIFICATION c 0) APPLIANCES AS F(AV03) SHOWN F(AV07) AS k, 0ON F(AV04) ) DRAWINGS 0SHOWN ON F(AV08) ) DRAWINGS �O A. cc,Co co O a cil O 4Z- ct- EXISTING TRIGGER CIRCUIT EXISTING SYNC CIRCUIT EXISTING ', 4 �`? �� ��� TROUBLE MONITOR CIRCUIT FCPS-24FS6 FCPS-24FS6 o� J - � NAC VOLTAGE DROP CALCULATIONS Drawing References No Drawings F f CAD NAME: 13007307_01 OJT 130073.07 PRECNO QQ �o� �k �� ��c, FIRE ALARM moo" oma' �` �o �p ooh :-) QQ�% PROTOTYPE DESIGNATION: - DATE: 03/05/13+ FIRE PROTECTION ENGINEER OF RECORD: . x JACOB P. HEMKE, PE LICENSE NO. 46074 CODE CONSULTANTS, INC.'_ 2043 WOODLAND PKWY, SUITE 300 ST. LOUIS, MO 63145-4235 PHONE: 314.091.2633 --.� - - - CORPORATE CERTIFICATE OF AUTHORITY - - NO. 1604 03/05/13 - ' MAXIMUM DISTANCE TO LAST APPLIANCE 2043 WOODLAND PKWY, SUITE 300 - - ST. LOUIS, MISSOURI 63146-4235 314-991-2633 CgCgi www.codeconsultants.com - CODE CONSULTANTS, - - P' INC. DEDICATED 120 VAC DEDICATED 120 VAC BRANCH CIRCUIT BRANCH CIRCUIT o�� ��v =�� O Q o �� 0� MATRIX v4=- vo 0, �a ,�o �O 4 4 �� ��" �� o� �� SIGNAL CIRCUIT DESCRIPTION APS 1 CIRCUIT LOCATION ALARM CURRENT 12 AWG (FEET) 14 AWG (FEET) 650 LIBERTY AVE UNION, NJ 07083 (908) 688-0888 FAX (908) 688 5886 THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location #371 T U KW I LA, WA Drawing Title FIRE ALARM PLANS AND NOTES Scale SEE PLAN 4r oma o��, r<4 �'� 0 A-.. Sheet No. TO o4 4,.. p O Q '� O O o CO v �' APS #1 - 6 AMP ADJACENT TO FACP EXISTING FOCUS 200 ADDRESSABLE , 0 Q o �J o� Q'- ,� \o��o `� = t�, o g „ Ja p AVO1 OFFICE AREA !SALES FLOOR 1.247 914 575 FIRE ALARM t D DEVICES (FS) (TS) �`-I �vo� �`'�;Q c• _ __ �'`v „� J� �Q ti� <v J AVO2 SALES FLOOR 1.282 889 559 � � r r'- � r` � AND -`AIM � �' 3 AVO3 SALES FLOOR 1.209 943 593 LFAA J-- CONTROL PANEL `I -{ S -�F� MAIM �-� AS J �Q �Q ,�o, //4' 'r 0jt -Z- oU v J JMODULES AVO4 RECEIVING AREA1 SALES FLOOR 1.227 929 584 (FACP) SHOWN ON `z�� A. T \o,�Qc? Qom' DRAWINGS eco ��Q- *O.- 2 /-- 2c� c0 o APS #2 - 6 AMP ADJACENT TO FACP eco 0 �0 4�� eco ,� ,Q 1.198 951 98 •�� •t�� A. &) �� ����� ��J Q Q('~\ AVO6 PRE�SALESAVO5 SSALES FLOOR 1.254 909 5OR 71 DEDICATED 120 VAC AVO7 PRE -SALES / SALES FLOOR 1.202 948 596 BRANCH CIRCUIT FIRE SPRINKLER SYSTEMS SALES FLOOR 1.190 958 602 AVO8 - WATERFLOW SWITCH 0 0 0 0 - CONTROL VALVE TAMPER SWITCHES 0 0 NOTES: NOTES: CIRCUITS DESIGNED FOR A MAXIMUM 2.0 AMPS, A MAXIMUM 4.4 VDC DROP, AND 1. NOTIFICATION APPLIANCE (NAC) MANUAL PULL STATIONS 0 0 0 MINIMUM OPERATING VOLTAGE OF 16 VDC. 1. EXISTING BATTERY BACKUP IN THE FACP SHALL REMAIN AS CURRENTLY CONFIGURED.2. FIELD VERIFY ALL VOLTAGE DROP AND POWER REQUIREMENTS. 2. DEDICATED 120 VAC CIRCUITS SHALL BE REMAIN AS CURRENTLY CONFIGURED. SMOKE DETECTORS 3. NAC CIRCUITS HAVE BEEN DESIGNED BASED UPON THE ABOVE CIRCUIT CURRENT AND VOLTAGE CRITERIA USING 3. EXISTING MEANS OF SIGNAL TRANSMISSION TO THE OFF-SITE MONITORING FACILITY FOR MONITORING OF ALARM, SUPERVISORY, AND TROUBLE CONDITIONS SHALL - HVAC RTU'S (SUPPLY AND RETURN SIDE) 0 0 SYSTEM SENSOR APPLIANCE CRITERIA. IF ALTERNATE NOTIFICATION APPLIANCES ARE INSTALLED, PROVIDE REVISED REMAIN AS CURRENTLY CONFIGURED. OF ALL VISUAL NOTIFICATION APPLIANCES AND CIRCUITS THROUGHOUT THE STORE. - ABOVE FACP 0 O f® POWER AND VOLTAGE DROP CALCULATIONS FOR ALL CIRCUITS. 4. PROVIDE SYNCHRONIZATION 5. PROVIDE ALL REQUIRED CIRCUITS, MODULES, AND CONNECTIONS TO CONTROL AUDIBLE AND VISUAL NOTIFICATION APPLIANCES. PROVIDE "ON -UNTIL -SILENCE" PROGRAMMING FOR BOTH AUDIBLE AND VISUAL NOTIFICATION APPLIANCES. LOSS OF POWER TO FACP OR APS 0 0 6. PROVIDE SUPERVISION OF ALL 120 VAC POWER AND ALL NOTIFICATION APPLIANCE CIRCUITS. 7. POWER SUPPLIES SHOWN IN DESIGN ARE TO DEMONSTRATE SYSTEM REQUIREMENTS, INCLUDING DETAILS OF AUDIBLE APPLIANCE SILENCING, NAC CIRCUIT CAPACITY, ABNORMAL CIRCUIT OR DEVICE 0 0 AND SYNCHRONIZATION REQUIREMENTS. POWER THE NEW OCCUPANT NOTIFICATION APPLIANCES. 8. EXISTING AUXILIARY POWER SUPPLIES (APS) SHALL BE UTILIZED TO TYPICAL FIRE ALARM SYSTEM RISER DIAGRAM 10 FIRE ALARM MATRIX 09 VOLTAGE DROP CALCULATIONS 08 SOURCE: VER. 1.2011 NOT TO SCALE SOURCE: VER. 1.2011 NOT TO SCALE SOURCE: VER. 1.2011 NOT TO SCALE TUMAJT1A 1'PA A.s aE CEILING/DECK Fi-„.._.... n_v per +... [-/J'ht37and A APS #1 BATTERY CALCULATIONS (FIRE -LITE FCPS-24FS6) --- -� ' i:'1;3 � : ,_,-s.,�l Fi PermitSTANDBY POWER ALARM POWER �r,� No. (`�� �� _ " ^7-..-,..!,.,a �:.: r:,,a, 1 �j - d `F I iGr - d �� raj �O�- -L7:7 _ ��� CEILING MOUNTED- Er 3T :. -. y1 MODEL NUMBER DESCRIPTION QUANTITY NORMAL CURRENT EA. CIRCUIT (mA) NORMAL CURRENT TOTAL (mA) MAXIMUM CURRENT EA. CIRCUIT (mA) MAXIMUM CURRENT TOTAL (mA) STANDBY BATTERIES (12-VOLT)CURRENT (mA) a_� vi 4 ..on G / l app evc- • -: FIRE -LITE AUX. POWER SUPPLY (APS) 90 90 170 170 STANDBY CURRENT 90 SUSPENDED CEILING SYSTEM SENSOR CIRCUITAV01 1 0 0 1,247 1,247 HOURS 24 SYSTEM SENSOR CIRCUIT AVO2 1 0 0 1,282 1,282 STANDBY mAH 2,160 ■ Without Commen'-OD 0 SYSTEM SENSOR CIRCUITAVO3 1 0 0 1,209 1,209 ALARM CURRENT 5,135 As Noted in Red SYSTEM SENSOR CIRCUIT AVO4 1 0 0 1,227 1,227 HOURS 0.083 CEILING MO NTED ALARM mAH 426 • Pel, The Attached Letter SEE NO 1 TOTAL mAH 2,586 - TOTAL AH 2.6 NOTES: by The Tukwila Fre CONTINGENCY 20% TI -ase plans have been reviewed f: City BATTERY TOTAL (AH) 3.1 i 1. FOR CEILING MOUNTED SMOKE DETECTORS AND OCCUPANT NOTIFICATION APPLIANCES IN AREAS WITH SUSPENDED CEILINGS. tillog0' }ition Bur ee ; for co'`orrna..-.„e w! current _ �`("Y i ar ds. Acce !fle is sunject to =rror_ and TOTAL 90 5,135 BATTERY PROVIDED (AH) 7.0 ::,. fissions which do not authorize violations of adopted - - JUNCTION BOX MOUNTING DETAIL 07 =;. ndards and ordinances. The responsibility for the of design rests totally with the designer. SOURCE: VER.1.2011 NOT TO SCALE A equacy ditions, dege`.on=s or r cvas=ons to these drawings after APS #2 BATTERY CALCULATIONS (FIRE -LITE FCPS-24FS8) th s date will: void tr.:s.crept- nce anit will require a re•ubrnittal of rev. ed d=,m;-01s for subsequent approval. STANDBY POWER ALARM POWER EQUATIONS: F-I::al fieldNORMAL is sub pct to f ield test and inspection by NORMAL MAXIMUM MAXIMUM IY NOTICE ICE 8.7 tan ' X) completed, signed, Tukwila �,. acceptar ice l y; ., , ,, e Tukwila Fire : t , friv Bureau. MODEL NUMBER DESCRIPTION QUANTITY CURRENT EA. CIRCUIT (mA) CURRENT TOTAL (mA) CURRENT EA. CIRCUIT (mA) CURRENT TOTAL (mA) STANDBY BATTERIES (12 -VOLT) CURRENT (mA) H Fire Department Pre-test ''e: 3-2 I-1'3 By: j ( FIRE LITE AUX. POWER SUPPLY (APSE 1 90 90 170 170 STANDBY CURRENT 90 rZ ! 0 1,198 1,198 HOURS 24 SYSTEM SENSOR CIRCUIT AVO5 1 0 = D2- H2 Certificate must be presented FINISHED FLOOR AVO6 1 0 0 1,254 1 254 STANDBY mAH 2,160 0 X SYSTEM SENSOR CIRCUIT to the Inspectorprior to p 4v4r� "01.. 6144-- w5ov( FAL e4hd }} ;i Lv �"`• SYSTEM SENSOR CIRCUIT AVO7 1 0 0 1,202 1,202 ALARM CURRENT 5,014 c Acceptance U�r1 6.cake.� h4tidSt c14» tcd o�. ,a4 Frr�P a+d Ps c;►w ►s y�.$ l ! d d' SYSTEM SENSOR CIRCUIT AVO8 1 0 0 1,190 1,190 HOURS 0.0• P 13283 L = _ 0.0375 commencement of � 'j,- i -I� ti4� q>rwd� do»La 1hs�c.�l "` dty:'- �Y� ALARM mAH 416 i L Testing of any Fre Alarm NOTES_: TOTAL mAH ,57 2,576 e• and Detection Systems. TOTAL AH 2.6 D LOCATE CEILING MOUNTED NOTIFICATION APPLIANCES CONTINGENCY 20% H Failure of test will result 1. WHERE INDICATED ON THE DRAWINGS - BATTERY TOTAL (AH) 3.1 in a Re -inspection Fee and FLUSH WITH THE SUSPENDED CEILING; ALIGNED WITH LIGHTING, SPRINKLERS, AND OTHER testing ARCHITECTURAL FIXTURES; WITH CLEAR LINE OF SITE IN ALL DIRECTIONS; NO GREATER THAN TOTAL 90 5,014 BATTERY PROVIDED (AH) 7.0 termination of the SYMBOL LEGEND: g THIRTY (30) FEET ABOVE THE FINISHED FLOOR; AND AS INDICATED IN NFPA 72. C = LIGHT OUTPUT (CANDELA) AT UL 1971 ANGLE e 0 = ANGLE OFF THE AXIS FROM UL 1971 D = DISTANCE FROM SOURCE (FEET) L = LIGHT INTENSITY (MINIMUM 0.0375 LUMENS/SQUARE FOOT) 2. WHERE INDICATED ON THE DRAWINGS - LOCATE CEILING MOUNTED NOTIFICATION APPLIANCES ON BOTTOM OF BEAMS OR JOISTS; WITH CLEAR LINE OF SITE IN ALL DIRECTIONS; NO GREATER THAN THIRTY (30) FEET ABOVE THE FINISHED FLOOR; AND AS INDICATED IN NFPA 72. HORIZONTAL PLANE X (NFPA 72, 2010 SECTION 18.4.8.3 AND SECTION 18.5.4.5 PERFORMANCE-BASED ALTERNATIVE) TYPICAL DEVICE MOUNTING HEIGHT 06 EXISTING FCPS-24FS6 BATTERY CALCULATIONS 05 X = HORIZONTAL DISTANCE OFF THE AXIS (FEET) H = VERTICAL DISTANCE OF LIGHT SOURCE FROM FLOOR (FEET) SOURCE: VER.1.2011 NOT TO SCALE SOURCE: VER. 1.2011 NOT TO ALE DISTANCE CHART FIRE RATED CONCRETE BLOCK WALL FIRE RATED GYPSUM WALLBOARD FIRE RATED GYPSUM WALLBOARD X (FEET) H (FEET) 15 CD 30 CD 75 CD 95 CD 115 CD 177 CD OR RATED CONCRETE 1 2 HOUR 3M FIRE BARRIER CP RATED GYP. BLOCK WALL ASSEMBLY 25WB+ CAULK OR 1 OR 2 HOUR 8 9.5 13.9 22.0 22.0 22.0 29.9 UL TABLE FOR CANDELA OUTPUT WALLBOARD ASSEMBLY 9 10.7 12.9 24.7 24.7 24.7 33.6 EQUAL 10 10.0 14.3 21.4 27.5 27.5 27.5 C (CANDELA) 3M FIRE RIER CAULK OR ER CP 1 OR 2 HOUR ASSEMBLYP GY. 3M FIRE LKIOR 30.2 30.2 ANGLE UL % 15 0 30 CD 75 CD 95 CD 115 CD 177 CD `\, FD -150+ EQUAL WALLBOARD 25WB+ CAUTED EQUAL 112 12.0 14.3 20.8 25.7 25.7 33.0 0 100% 15.0 30.0 75.0 95.0 115.0 177.0// 13 10.9 15.5 22.5 22.5 27.9 35.7 5 90% 13.5 27.0 67.5 85.5 103.5 159.3 / I I 14 9.8 14.0 24.2 24.2 24.2 30.0 10 90% 13.5 27.0 67.5 85.5 103.5 159.3 15 8.7 15.0 21.4 26.0 26.0 32.2 15 90% 13.5 27.0 67.5 85.5 103.5 159.3 1 r 16 7.5 16.0 22.9 22.9 27.7 34.3 20 90% 13.5 27.0 67.5 85.5 103.5 159.3 I��� CABLE OR 17 7.9 17.0 24.3 24.3 29.4 36.5 25 90% 13.5 27.0 67.5 85.5 103.5 159.3 CONDUIT CABLE 18 4.8 15.1 21.5 25.7 25.7 31.2 30 75% 11.3 22.5 56.3 71.3 86.3 132.8 PACKING MATERIAL ��BUNDLE I 19 0.0 13.3 22.6 27.1 27.1 32.9 35 75% 11.3 22.5 56.3 71.3 86.3 132.8 L111 CONDUIT 20 0.0 14.0 23.8 23.8 28.6 34.6 40 75% 11.3 22.5 56.3 71.3 86.3 132.8 21 - 12.1 25.0 25.0 30.0 36.4 45 75% 11.3 22.5 56.3 71.3 86.3 132.8 ---/V-- 22 - 10.3 22.0 26.2 26.2 31.4 50 55% 8.3 16.5 41.3 52.3 63.3 97.4 NOTES: 23 - 10.7 23.0 27.4 27.4 32.8 55 45% 6.8 13.5 33.8 42.8 51.8 79.7 24 - 11.2 24.0 24.0 28.6 34.3 60 40% 6.0 12.0 30.0 38.0 46.0 70.8 1. CONDUIT SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. NOTES: 25 - 9.1 25.0 25.0 29.8 35.7 65 35% 5.3 10.5 26.3 33.3 40.3 62.0 2. THE ANNULAR SPACE BETWEEN CONDUIT AND PERIPHERY OF OPENING SHALL BE LESS THAN 1-3/8 INCHES. NOTES: 26 - 4.6 26.0 26.0 31.0 37.1 70 35% 5.3 10.5 26.3 33.3 40.3 62.0 3. MAXIMUM OF ONE (1) CONDUIT PER FIRESTOP SYSTEM. 1. CABLES SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. ON BOTH 27 0.0 27.0 27.0 27.0 32.2 75 30% 4.5 9.0 22.5 28.5 34.5 53.1 4. PACKING MATERIAL - MINIMUM FOUR (4) INCHES THICKNESS OF MINIMUM EIGHT (8) PCF MINERAL WOOL BATT 2. THE ANNULAR SPACE BETWEEN CABLE/CABLE BUNDLE AND PERIPHERY of OPENING SHALL BE LESS THAN ONE (1) 1. CONDUIT SHALL BE INSTALLED AT CENTER OF STUD CAVITY WIDTH AND SHALL BE RIGIDLY SUPPORTED ASSEMBLY. 28 - 0.0 23.5 28.0 28.0 33.4 80 30% 4.5 9.0 22.5 28.5 34.5 53.1 INSULATION SHALL BE FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. INCH. SIDES OF WALL 2. CAULK FILL MATERIAL SHALL COMPLETELY FILL ANNULAR SPACE BETWEEN CONDUIT AND WALL; AND SHALL 29 - - 24.3 29.0 29.0 34.6 85 25% 3.8 7.5 18.8 23.8 28.8 44.3 5. PACKING MATERIAL SHALL BE RECESSED FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE 3. MAXIMUM OF A ONE (1) INCH DIAMETER CABLE BUNDLE PER FIRESTOP SYSTEM. 4. CAULK MATERIAL MINIMUM 5/8 INCH THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH HAVE A 1/4 INCH DIAMETER BEAD OF CAULK APPLIED TO PERIMETER OF CONDUIT AT ITS EGRESS OF THE WALL. 30 - - 21.0 30.0 30.0 35.8 90 25% 3.8 7.5 18.8 23.8 28.8 44.3 REQUIRED THICKNESS OF CAULK MATERIAL. MATERIAL MINIMUM 1/2 INCH THICKNESS OF FILL MATERIAL SHALL BE APPLIED WITHIN THE ANNULUS, - SURFACES OF THE WALL. MINIMUM 1/2 INCH DIAMETER BEAD OF CAULK APPLIED AT THE CABLE/WALLBOARD FOR CONDUIT 1 INCH DIAMETER AND SMALLER, THE ANNULAR SPACE SHALL BE LESS THAN 1-1/2 INCHES . 6. CAULK - FLUSH WITH BOTH SURFACES OF THE WALL. 7. CONSULT CURRENT U.L. FIRE RESISTANCE DIRECTORY FOR DETAILS. INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL. 5. CONSULT CURRENT U.L. FIRE RESISTANCE DIRECTORY FOR DETAILS. 3. MAXIMUM OF ONE (1) CONDUIT PER FIRESTOP SYSTEM. 4. CONSULT CURRENT U.L. FIRE RESISTANCE DIRECTORY FOR DETAILS. CEILING MOUNTED STROBE DISTANCE CALCULATIONS 04 CONDUIT PENETRATION U.L. C -AJ -1045 03 CABLE PENETRATION U.L. W -L-3149 02 CONDUIT PENETRATION U.L. W -L-1001 01 SOURCE: VER. 1.2011 NOT TO SCALE SOURCE: VER. 1.2011 NOT TO SCALE SOURCE: VER. 1.2011 NOT TO SCALE SOURCE: Ver. 1.2011 NOT TO SCALE Revisions No Date Description 02/22/13 PERMIT Drawing References No Drawings CAD NAME: 13007307_01 OJT 130073.07 PRECNO DRAWN BY: PTK CHECKED BY JPH PROTOTYPE DESIGNATION: - DATE: 03/05/13+ FIRE PROTECTION ENGINEER OF RECORD: . x JACOB P. HEMKE, PE LICENSE NO. 46074 CODE CONSULTANTS, INC.'_ 2043 WOODLAND PKWY, SUITE 300 ST. LOUIS, MO 63145-4235 PHONE: 314.091.2633 --.� - - - CORPORATE CERTIFICATE OF AUTHORITY - - NO. 1604 03/05/13 - ' - - 2043 WOODLAND PKWY, SUITE 300 - - ST. LOUIS, MISSOURI 63146-4235 314-991-2633 CgCgi www.codeconsultants.com - CODE CONSULTANTS, - - P' INC. BED 3A __ _. l'T & 3 B-______ .., _ ___„_____, _.„.__. 650 LIBERTY AVE UNION, NJ 07083 (908) 688-0888 FAX (908) 688 5886 THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location #371 T U KW I LA, WA Drawing Title FIRE ALARM PLANS AND NOTES Scale SEE PLAN Date 02/22/2013 Sheet No. N:\2013\1300\130073\07\13007307_01.DWG, FA1.0, 3/5/2013 11:21:15 AM, erich, 1:1 SYMBOL KEY LFACPJ EXISTING ADT FOCUS 200 FIRE ALARM CONTROL PANEL WITH INTEGRAL DACT TO REMAIN LFAANJ EXISTING FIRE ALARM ANNUNCIATOR (LCD) TO REMAIN L RCC -1 LTJ EXISTING SEIMENS RCC -1 FIRE ALARM ANNUNCIATOR TO REMAIN (CONNECTED TO THE REI FIRE ALARM SYSTEM) EXISTING 6 AMP FIRELITE FCPS-24FS6 AUXILIARY POWER SUPPLY TO REMAIN LFJ EXISTING MANUAL PULL STATION TO REMAIN C S EXISTING SMOKE DETECTOR TO REMAIN EXISTING DUCT -TYPE SMOKE DETECTOR TO REMAIN (R = RETURN SIDE) (S = SUPPLY SIDE) tFS� EXISTING FLOW SWITCH TO REMAIN (TS) EXISTING TAMPER SWITCH TO REMAIN reN EXISTING WEATHERPROOF EXTERIOR BELL APPLIANCE L J// TO REMAIN CD) CEILING MOUNTED AUDIBLENISUAL APPLIANCE AV XX (XX = CANDELA RATING) (WHITE COLOR) V CEILING MOUNTED VISUAL APPLIANCE XX (XX = CANDELA RATING) (WHITE COLOR) W1 END OF LINE RESISTOR FIRE ALARM CONDUCTORS KEYED NOTES EXISTING ADT FOCUS 200 FIRE ALARM CONTROL PANEL, DIGITAL ALARM COMMUNICATOR TRANSMITTER, AND FIRE ALARM ANNUNCIATOR PANEL SHALL REMAIN AS CURRENTLY CONFIGURED. 0 EXISTING FIRE SPRINKLER WATERFLOW SWITCHES AND CONTROL VALVE TAMPER SWITCHES ARE CURRENTLY MONITORED BY THE EXISTING ADT FOCUS 200 FACP AND SHALL REMAIN AS CURRENTLY CONFIGURED. MANUAL PULL STATION IS CURRENTLY MONITORED BY THE EXISTING ADT FOCUS 200 FACP AND SHALL REMAIN AS CURRENTLY CONFIGURED. 0 SMOKE DETECTOR IS CURRENTLY MONITORED BY THE EXISTING ADT FOCUS 200 FACP AND SHALL REMAIN AS CURRENTLY CONFIGURED. 1�5 DUCT SMOKE DETECTORS ARE CURRENTLY MONITORED BY THE EXISTING ADT FOCUS 200 FACP AND SHALL REMAIN AS CURRENTLY CONFIGURED. 0 EXISTING EXTERIOR BELL APPLIANCE IS INSTALLED ABOVE THE WALL PIV AND SHALL REMAIN AS CURRENTLY CONFIGURED. EXISTING 6 AMP FIRELITE FCPS-24FS6 AUXILIARY POWER SUPPLIES SHALL BE REUSED TO POWER THE NEW OCCUPANT NOTIFICATION APPLIANCES. EXISTING SIEMENS RCC -1 FIRE ALARM ANNUNCIATOR SHALL REMAIN AS CURRENTLY CONFIGURED. DEMOLISH THIS NOTIFICATION APPLIANCE AND ALL ACCESSIBLE CABLING ASSOCIATED WITH THE NOTIFICATION APPLIANCECIRCUIT. CONDUIT INSTALLATION NOTES 1. ALL FIRE ALARM CONDUIT, FITTINGS, AND BACK BOXES SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. THE FIRE ALARM CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR TO DETERMINE THE EXTENT OF ALL FIRE ALARM CONDUIT AND BACKBOX REQUIREMENTS. 2. ALL FIRE ALARM CABLING IN SPRINKLER, ELECTRICAL, MECHANICAL, ELEVATOR EQUIPMENT ROOMS, AND SUBJECT TO PHYSICAL DAMAGE SHALL BE INSTALLED IN METALLIC CONDUIT. 3. ALL FIRE ALARM CABLING BELOW THE JOIST AND GIRDERS (TO INCLUDE CONCEALED) SHALL BE INSTALLED IN EMT CONDUIT. GENERAL NOTES 1. THE FIRE ALARM CABLING SHALL BE LABELED AS FIRE ALARM CABLING AND WILL BE RATED FOR FIRE ALARM USE. . ALL WIRING IN FINISHED AREAS SHALL BE CONCEALED. PROVIDE SYNCHRONIZATION OF ALL VISUAL NOTIFICATION APPLIANCE CIRCUITS. PROVIDE A MULTI -SYNC MODE SLAVE CONNECTION BETWEEN ALL APS'S. MANUALLY ACTIVATING THE "ALARM SILENCE" AT THE FIRE ALARM CONTROL PANEL SHALL DE-ENRGIZE BOTH THE AUDIBLE AND VISUAL NOTIFICATION APPLIANCES. AN ADDITIONAL ALARM REPORTED TO THE PANEL SUBSEQUENT TO ACTIVATING THE "ALARM SILENCE" SHALL RE-ENERGIZE BOTH THE AUDIBLE AND VISUAL NOTIFICATION APPLIANCES THROUGHOUT THE BUILDING. ALL SURFACE -MOUNTED NOTIFICATION APPLIANCES SHALL BE INSTALLED WITH DECORATIVE BACKBOX OR DECORATIVE SKIRT COVERING THE RACO OR OTHER INDUSTRY -STANDARD BACKBOX. ALL CEILING -MOUNTED NOTIFICATION APPLIANCES SHALL BE INSTALLED ON THE BOTTOMS OF BEAMS OR JOISTS. STROBES SHALL BE VISIBLY UNOBSTRUCTED. CEILING MOUNTED NOTIFICATION APPLIANCE LOCATIONS SHALL BE COORDINATED WITH THE MECHANICAL DUCTWORK TO AVOID VISUAL OBSTRUCTION. NOTIFICATION APPLIANCES THAT ARE VISIBLY OBSTRUCTED BY MECHANICAL DUCTWORK SHALL BE INSTALLED ON A THREADED SUPPORT SUSPENDED BELOW THE BUILDING STRUCTURE AND SHALL BE AT AN ELEVATION TO PROVIDE UNOBSTRUCTED VISUAL NOTIFICATION BELOW THE MECHANICAL DUCT. COORDINATE EXACT PLACEMENT OF ALL DEVICES WITH THE ARCHITECTURAL PLANS, OWNER, AND GENERAL CONTRACTOR PRIOR TO INSTALLATION. HOLES IN WALLS OR FLOOR CUTS MADE DURING THE PERFORMANCE OF THIS WORK SHALL BE PATCHED SO AS TO COMPLETELY CONCEAL THE HOLES AND CUTS WHERE THEY WOULD OTHERWISE BE EXPOSED TO VIEW. 10. UPON COMPLETION OF THE FIRE ALARM SYSTEM INSTALLATION AND PROGRAMMING, THE INSTALLING CONTRACTOR SHALL PERFORM FINAL TESTING OF THE ENTIRE SYSTEM, PER ALL APPUCABLE CODES, AND SHALL COORDINATE AND PERFORM A FINAL FIRE ALARM SYSTEM INSPECTION. 11. COORDINATE THE MONITORING OBLIGATION OF THE FIRE ALARM SYSTEM WITH THE LANDLORD AND APPLICABLE CODES. 12. IN NO CASE SHALL THE CONDUCTORS WITHIN METALLIC RACEWAY EXCEED 40% FILL. IN SUCH SITUATIONS LARGER SERIES WIREMOLD OR OTHER CONDUIT SHALL BE USED. DEMOLITION NOTES 1. THE PURPOSE OF THE DEMOLITION WORK IS TO COMPLETELY REMOVE ALL NOTIFICATION APPLIANCES CONNECTED TO THE EXISTING FIRELITE FCPS-24FS6 AUXILIARY POWER SUPPLIES INSTALLED IN THE RECEIVING AREA OF THE BED BATH & BEYOND. 2. EXISTING FIRELITE FCPS-24FS6 POWER SUPPLIES SHALL BE KEPT IN GOOD WORKING CONDITION AND SHALL BE REUSED TO POWER THE NEW NOTIFICATION APPLIANCES THROUGHOUT THE BED BATH & BEYOND. 3. THE EXISTING FIRE ALARM CONTROL PANEL, DIGITAL ALARM COMMUNICATOR TRANSMITTER, AND FIRE ALARM ANNUNCIATOR PANEL SHALL REMAIN AS CURRENTLY CONFIGURED. 4. ALL INITIATING DEVICES (SMOKE DETECTORS, WATERFLOW SWITCHES, CONTROL VALVE TAMPER SWITCHES, DUCT SMOKE DETECTORS, AND MANUAL PULL STATIONS) SHALL REMAIN AS CURRENTLY CONFIGURED, 5. VERIFY ACTUAL QUANTITIES AND LOCATIONS OF EXISTING FIRE ALARM EQUIPMENT TO BE DEMOLISHED WITH THE OWNER PRIOR TO COMMENCEMENT OF DEMOLITION WORK. 6. PROPERLY DISPOSE OF ALL EXISTING NOTIFICATION APPLIANCES. 7. PROVIDE PATCHING, PAINTING OR OTHER REPAIR NECESSARY TO REPAIR DAMAGE TO WALLS, CEILINGS, ETC. CAUSED BY THE DEMOLITION OF THE FIRE ALARM SYSTEM. COORDINATE REPAIR WORK WITH GENERAL CONTRACTOR AND OWNER. 8. PENETRATIONS IN FIRE RATED ASSEMBLIES RESULTING FROM THE REMOVAL OF FIRE ALARM EQUIPMENT, CONDUIT, OR CABLING SHALL BE FIRE STOPPED PER THE LATEST EDITION OF THE UL FIRE RESISTANCE DIRECTORY. 9. NEW OCCUPANT NOTIFICATION APPLIANCES SHALL BE PROVIDED IN THE BED BATH & BEYOND SPACE. SEE SHEETS FA1.0 AND FA1.1 THE NEW OCCUPANT NOTIFICATION APPLIANCE LAYOUT. LFJ 3/ rF LJ 0 AVO1 OAVOt • 30 15 F(AV01) o_` F(AV01) AVO1 75 15 __ AVO1 AVO1 115 2F(AV01) ! F(AV01) DOWN TO BELOW MEZZANINE 0 AVO3 INSTALLATION NOTES 1. SEE WIRING LEGEND FOR CABLE TYPES AND SIZES. 2. ALL WORK SHALL BE IN ACCORDANCE WITH NFPA STANDARDS AND ALL LOCAL ADOPTED CODES. 3. EXACT CABLE ROUTING TO BE COORDINATED WITH OTHER TRADES IN THE FIELD. SEE SPECIFICATIONS AND DRAWING NOTES FOR ACCEPTABLE INSTALLATION METHODS. 4. ALL CABLE RUNS SHALL BE NEATLY BUNDLED, WRAPPED TIGHT AND PROPERLY SECURED. ANY CABLING NOT INSTALLED IN A NEAT AND PROFESSIONAL MANNER SHALL BE PULLED OUT AND RE -RUN BY INSTALLER. 5. CONTRACTOR INSTALLING CABLING MUST MARK BOTH ENDS OF WIRE AND PROVIDE A WIRE LEGEND FOR ALL LOCATIONS, AND PROVIDE A CONTINUITY TEST LOG FOR EACH CABLE. 6. ALL CABLING SHALL BE TAGGED AT ALL JUNCTION POINTS AND SHALL TEST FREE FROM GROUNDS OR CROSSES BETWEEN CONDUCTORS. 7. EXPOSED CABLING SHALL BE RUN PARALLEL AND PERPENDICULAR TO BUILDING STRUCTURE. ALL CABLING TO BE CONCEALED FROM PUBLIC VIEW. EXPOSED WIRING SHALL NOT BE RUN IN A "SPAN' FASHION BETWEEN BAR JOISTS OR GIRDERS. IF NECESSARY SUCH CABLING SHALL BE SECURED TO THE STRUCTURAL CEILING BETWEEN JOISTS OR GIRDERS, AND AS INDICATED IN SPECIFICATION SECTION 16720. 8. EXPOSED WIRING TO BE SUPPORTED BY BUILDING STRUCTURE AT NO MORE THAN FIVE (5) FOOT INTERVALS. 9. COORDINATE DRILLING OF ANY HOLES (I.E. COLUMN PENETRATIONS) WITH THE GENERAL CONTRACTOR AND ALL OTHER TRADES PRIOR TO INSTALLATION. 10. ALL CABLING, CONDUIT, AND BACKBOXES SHALL BE PROPERLY SUPPORTED AND SEISMICALLY BRACED, AS REQUIRED BY ALL APPLICABLE CODES AND THE LOCAL JURISDICTION. 11. CONDUIT SHALL ENTER INTO THE FIRE ALARM PANELS ONLY AS APPROVED BY THE EQUIPMENT MANUFACTURER. 12. ALL FIRE ALARM JUNCTION BOXES SHALL BE RED IN COLOR. 13. FIRE ALARM CABLING SHALL NOT BE PAINTED. 14. ALL JUNCTION BOXES AND CABLE SPLICES SHALL BE IN ACCESSIBLE LOCATIONS. PROVIDE ANY REQUIRED ACCESS PANELS. ADDRESSING LEGEND LO1M01 /MODULE/DEVICE NUMBER SIGNALING LINE CIRCUIT (SLC) L = LOOP M = MODULE D = DEVICE WIRING LEGEND CONDUCTOR TYPE: D = 14/4 TP SHIELDED E = 18/2 TP SHIELDED F = 14/2 TP G = AS REQ'D BY MANF. H = 14/2 WET LOCATION J =18/2 WET LOCATION CONDUCTOR TYPE r r CIRCUIT DESIGNATION E (L##) LCIRCUIT NUMBER CIRCUIT DESIGNATION: L = INITIATION DATA CIRCUIT AV = NOTIFICATION CIRCUIT A= AUDIBLE NOTIFICATION CIRCUIT AN = ANNUNCIATOR CIRCUIT PW = LOW VOLTAGE POWER CIRCUIT RC = RELAY CONTROL CIRCUIT ZN = INITIATION ZONE CIRCUIT SU = SUPERVISORY CIRCUIT RT = REMOTE TEST STATION POWER SY = MULTIPLE SYNC CONNECTION SHOULD MANUFACTURER OF FIRE ALARM EQUIPMENT REQUIRE DIFFERENT TYPE OR SIZE OF CABLE THAN HEREIN SPECIFIED, THE LARGER OR MORE STRINGENT TYPE OF CABLE SHALL BE USED. F(AVO1) 115 F(AV03) 0 co R CD> - D> AVO1 177 F(AV01) AVO3 177 F(AV03) 0 APPLICABLE CODES ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REFERENCED DESIGN STANDARDS. BUILDING CODE & EDITION: 2009 INTERNATIONAL BUILDING CODE FIRE CODE & EDITION: 2009 INTERNATIONAL BUILDING CODE MECHANICAL CODE & EDITION: 2009 INTERNATIONAL BUILDING CODE ELECTRICAL CODE & EDITION: 2008 NATIONAL ELECTRICAL CODE NFPA 72 EDITION: 2007, NATIONAL FIRE ALARM CODE LOCAUOTHER CODE: TUKWILA MUNICIPAL CODE CONFLICTS BETWEEN THE REFERENCE NFPA STANDARDS, FEDERAL OR STATE CODES, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE FIRE PROTECTION ENGINEER. RCD, ) D) AVO2AV02 177 0 115 2F(AV01-02) AVO3 R D >c) = C)AVO2 T 2F(AV01-02) 75 177 F(AV03) °F]LJ 2®»FSxFS� B t- _I .I' 6 4�I���J AVO3 115 AVO4 AV 115 0` 2F(AV04) _ AVO4 177 2F(AV01-02) AVO3 115 F(AV03) 0 AVO1 DOWN TO BELOW MEZZANINE F(AV01) BELOW MEZZANINE e'N FIRE ALARM PLAN 44 SCALE: 1116. =1'-0" AVO4 8F(AVO1-08) r.7-1 I8I® LW -1 1 0 rF,rFACP APS J FFAAN APS L�L 0ts4 8 F(AV01-08) ENLARGED RECEIVING AREA FIRE ALARM PLAN FA1.0 SCALE: 1/16" =1'-0" 7 4F(AV05.08) o- 4F(AV01-04) AVO4 -- 75 ��- 4F(AV01-04) AVO4 75 3F(AV01-03) AVO2 75 0l3F(AV01-03) - AV AV02 177 - 3F(AV01-03) Rt D )0 S �J 0AVO2 75 0 <FSxFSrF s -.s s� L J (TSXTS) B F(AV03) - AN FIRE ALARM PLAN 3-p SCALE: 1/16" =1'-0" AVO5 115 r F(AV05) - AVO5 R - 0115 CD) CD) Di-F(AV05) AVAV05 115 Rt p ') Do�F(AV05)_ �� RCD ) sC D) AVO5 - - 75 - - -- o�-F(AVO5) AVO5 115 o� F(AVO5) AVO5 75 Or LJ- f3F(AV06-08) -- 2F(AV07-08) 0�2F(AV07) n- o/ F(AV06) AVO6 V 75 ofF(AV06) Rp.' D>t SCD) AV AVO6 75--- ©.- F(AV06) 0AVO6 115 Rt D > #CD) F(AV06) - OAVO6 AV 115 c Y F(AV06) 0 AVO6 75 al F(AV06) D) St VOAVM 75 -- - 0_---2F(AV07-08) AVO7 AV 115 2F(AV07-08) AVO7 75 0 AVO7 75 0,� 2F(AV07-08) 2F(AVO7-08) 0 AVO7 r 75 LFJ 0� 2F(AV07-08) AVO7 75 o� F(AV48) AVO8- 0 --- 75 _ LFJ F(AV08) AVO8 - 115 - o� F(AVO8) F(AV08) AVO8 AV 115 0 AVO8 115 F(AVO8) Revisions No Date Description 02/22/13 PERMIT Drawing References No Drawings CAD NAME: 13007307_01 PROJECT N0. 130073.07 DRAWN BY- PTK CHECKED BY: JPH PROTOTYPE DESIGNATION: - DATE: 03/65/13 i FIRE PROTECTION ENGINEER OF RECORD: JACOB P. HEMKE, PE LICENSE NO. 46074 _ - CODE CONSULTANTS, INC. 2043 WOODLAND PKWY, SUITE 300 -- - ST. LOUIS, M0 63146-4235 PHONE: 314-991-2633 CORPORATE CERTIFICATE OF AUTHORITY - i_ - NO. 1604 03/05/13 -___ , 2043 WOODLAND PKWY, SUITE 300 - ST. LOUIS, MISSOURI 63146-4235 314-991-2633 www.codeconsultants.com CODE CONSULTANTS, TM INC. BED BA\ & , ,,. ..____ _ , „..,_. ,_ , ______ _, ...._ ,,, • .__. _._,.:„:„ , _ ____„..„ ______ 650 LIBERTY AVE UNION, NJ 07083 (908) 688-0888 FAX (908) 688 5886 r_,__. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location #371 TUKWILA, WA Drawing Title FIRE ALARM PLANS AND NOTES Scale SEE PLAN Date 02/22/2013 Sheet No. FAI.O N:\2013\1300\130073\07\13007307_01. DWG, FA1.0, 3/5/2013 11:21:15 AM, erich,1:1 SYMBOL KEY LFACPJ EXISTING ADT FOCUS 200 FIRE ALARM CONTROL PANEL WITH INTEGRAL DACT TO REMAIN LFAANJ EXISTING FIRE ALARM ANNUNCIATOR (LCD) TO REMAIN L RCC -1 LTJ EXISTING SEIMENS RCC -1 FIRE ALARM ANNUNCIATOR TO REMAIN (CONNECTED TO THE REI FIRE ALARM SYSTEM) EXISTING 6 AMP FIRELITE FCPS-24FS6 AUXILIARY POWER SUPPLY TO REMAIN LF j EXISTING MANUAL PULL STATION TO REMAIN 4:s;‘) EXISTING SMOKE DETECTOR TO REMAIN EXISTING DUCT -TYPE SMOKE DETECTOR TO REMAIN (R = RETURN SIDE) (S = SUPPLY SIDE) tFS) EXISTING FLOW SWITCH TO REMAIN CrEXISTING TAMPER SWITCH TO REMAIN t -a rB-t� EXISTING WEATHERPROOF EXTERIOR BELL APPLIANCE L ...✓✓ TO REMAIN CEILING MOUNTED AUDIBLENISUAL APPLIANCE AV XX (XX = CANDELA RATING) (WHITE COLOR) V CEILING MOUNTED VISUAL APPLIANCE XX (XX = CANDELA RATING) (WHITE COLOR) -AAA/ END OF LINE RESISTOR FIRE ALARM CONDUCTORS KEYED NOTES 01 EXISTING ADT FOCUS 200 FIRE ALARM CONTROL PANEL, DIGITAL ALARM COMMUNICATOR TRANSMITTER, AND FIRE ALARM ANNUNCIATOR PANEL SHALL REMAIN AS CURRENTLY CONFIGURED. EXISTING FIRE SPRINKLER WATERFLOW SWITCHES AND CONTROL VALVE TAMPER SWITCHES ARE CURRENTLY MONITORED BY THE EXISTING ADT FOCUS 200 FACP AND SHALL REMAIN AS CURRENTLY CONFIGURED. 0 MANUAL PULL STATION IS CURRENTLY MONITORED BY THE EXISTING ADT FOCUS 200 FACP AND SHALL REMAIN AS CURRENTLY CONFIGURED. ® SMOKE DETECTOR IS CURRENTLY MONITORED BY THE EXISTING ADT FOCUS 200 FACP AND SHALL REMAIN AS CURRENTLY CONFIGURED. 15� DUCT SMOKE DETECTORS ARE CURRENTLY MONITORED BY THE EXISTING ADT FOCUS 200 FACP AND SHALL REMAIN AS CURRENTLY CONFIGURED. 06 EXISTING EXTERIOR BELL APPLIANCE IS INSTALLED ABOVE THE WALL PIV AND SHALL REMAIN AS CURRENTLY CONFIGURED. 0 EXISTING 6 AMP FIRELITE FCPS-24FS6 AUXILIARY POWER SUPPLIES SHALL BE REUSED TO POWER THE NEW OCCUPANT NOTIFICATION APPLIANCES. $� EXISTING SIEMENS RCC -1 FIRE ALARM ANNUNCIATOR SHALL REMAIN AS CURRENTLY CONFIGURED. ® DEMOLISH THIS NOTIFICATION APPLIANCE AND ALL ACCESSIBLE CABLING ASSOCIATED WITH THE NOTIFICATION APPLIANCECIRCUIT. CONDUIT INSTALLATION NOTES 1. ALL FIRE ALARM CONDUIT, FITTINGS, AND BACK BOXES SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. THE FIRE ALARM CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR TO DETERMINE THE EXTENT OF ALL FIRE ALARM CONDUIT AND BACKBOX REQUIREMENTS. 2. ALL FIRE ALARM CABLING IN SPRINKLER, ELECTRICAL, MECHANICAL, ELEVATOR EQUIPMENT ROOMS, AND SUBJECT TO PHYSICAL DAMAGE SHALL BE INSTALLED IN METALLIC CONDUIT. 3. ALL FIRE ALARM CABLING BELOW THE JOIST AND GIRDERS (TO INCLUDE CONCEALED) SHALL BE INSTALLED IN EMT CONDUIT. GENERAL NOTES 1. THE FIRE ALARM CABLING SHALL BE LABELED AS FIRE ALARM CABLING AND WILL BE RATED FOR FIRE ALARM USE. ALL WIRING IN FINISHED AREAS SHALL BE CONCEALED. PROVIDE SYNCHRONIZATION OF ALL VISUAL NOTIFICATION APPLIANCE CIRCUITS. PROVIDE A MULTI -SYNC MODE SLAVE CONNECTION BETWEEN ALL APS'S. MANUALLY ACTIVATING THE "ALARM SILENCE" AT THE FIRE ALARM CONTROL PANEL SHALL DE-ENRGIZE BOTH THE AUDIBLE AND VISUAL NOTIFICATION APPLIANCES. AN ADDITIONAL ALARM REPORTED TO THE PANEL SUBSEQUENT TO ACTIVATING THE 'ALARM SILENCE' SHALL RE-ENERGIZE BOTH THE AUDIBLE AND VISUAL NOTIFICATION APPLIANCES THROUGHOUT THE BUILDING. ALL SURFACE -MOUNTED NOTIFICATION APPLIANCES SHALL BE INSTALLED WITH DECORATIVE BACKBOX OR DECORATIVE SKIRT COVERING THE RACO OR OTHER INDUSTRY -STANDARD BACKBOX. ALL CEILING -MOUNTED NOTIFICATION APPLIANCES SHALL BE INSTALLED ON THE BOTTOMS OF BEAMS OR JOISTS. STROBES SHALL BE VISIBLY UNOBSTRUCTED. CEILING MOUNTED NOTIFICATION APPLIANCE LOCATIONS SHALL BE COORDINATED WITH THE MECHANICAL DUCTWORK TO AVOID VISUAL OBSTRUCTION. NOTIFICATION APPLIANCES THAT ARE VISIBLY OBSTRUCTED BY MECHANICAL DUCTWORK SHALL BE INSTALLED ON A THREADED SUPPORT SUSPENDED BELOW THE BUILDING STRUCTURE AND SHALL BE AT AN ELEVATION TO PROVIDE UNOBSTRUCTED VISUAL NOTIFICATION BELOW THE MECHANICAL DUCT. . COORDINATE EXACT PLACEMENT OF ALL DEVICES WITH THE ARCHITECTURAL PLANS, OWNER, AND GENERAL CONTRACTOR PRIOR TO INSTALLATION. HOLES IN WALLS OR FLOOR CUTS MADE DURING THE PERFORMANCE OF THIS WORK SHALL BE PATCHED SO AS TO COMPLETELY CONCEAL THE HOLES AND CUTS WHERE THEY WOULD OTHERWISE BE EXPOSED TO VIEW. 10. UPON COMPLETION OF THE FIRE ALARM SYSTEM INSTALLATION AND PROGRAMMING, THE INSTALLING CONTRACTOR SHALL PERFORM FINAL TESTING OF THE ENTIRE SYSTEM, PER ALL APPLICABLE CODES, AND SHALL COORDINATE AND PERFORM A FINAL FIRE ALARM SYSTEM INSPECTION. 11. COORDINATE THE MONITORING OBLIGATION OF THE FIRE ALARM SYSTEM WITH THE LANDLORD AND APPLICABLE CODES. 12. IN NO CASE SHALL THE CONDUCTORS WITHIN METALLIC RACEWAY EXCEED 40% FILL. IN SUCH SITUATIONS LARGER SERIES WIREMOLD OR OTHER CONDUIT SHALL BE USED. DEMOLITION NOTES 1. THE PURPOSE OF THE DEMOLITION WORK IS TO COMPLETELY REMOVE ALL NOTIFICATION APPLIANCES CONNECTED TO THE EXISTING FIRELITE FCPS-24FS6 AUXILIARY POWER SUPPLIES INSTALLED IN THE RECEIVING AREA OF THE BED BATH & BEYOND. 2. EXISTING FIRELITE FCPS-24FS6 POWER SUPPLIES SHALL BE KEPT IN GOOD WORKING CONDITION AND SHALL BE REUSED TO POWER THE NEW NOTIFICATION APPLIANCES THROUGHOUT THE BED BATH & BEYOND. 3. THE EXISTING FIRE ALARM CONTROL PANEL, DIGITAL ALARM COMMUNICATOR TRANSMITTER, AND FIRE ALARM ANNUNCIATOR PANEL SHALL REMAIN AS CURRENTLY CONFIGURED. 4. ALL INITIATING DEVICES (SMOKE DETECTORS, WATERFLOW SWITCHES, CONTROL VALVE TAMPER SWITCHES, DUCT SMOKE DETECTORS, AND MANUAL PULL STATIONS) SHALL REMAIN AS CURRENTLY CONFIGURED. 5. VERIFY ACTUAL QUANTITIES AND LOCATIONS OF EXISTING FIRE ALARM EQUIPMENT TO BE DEMOLISHED WITH THE OWNER PRIOR TO COMMENCEMENT OF DEMOLITION WORK. 6. PROPERLY DISPOSE OF ALL EXISTING NOTIFICATION APPLIANCES. 7. PROVIDE PATCHING, PAINTING OR OTHER REPAIR NECESSARY TO REPAIR DAMAGE TO WALLS, CEILINGS, ETC. CAUSED BY THE DEMOLITION OF THE FIRE ALARM SYSTEM. COORDINATE REPAIR WORK WITH GENERAL CONTRACTOR AND OWNER. 8. PENETRATIONS IN FIRE RATED ASSEMBLIES RESULTING FROM THE REMOVAL OF FIRE ALARM EQUIPMENT, CONDUIT, OR CABLING SHALL BE FIRE STOPPED PER THE LATEST EDITION OF THE UL FIRE RESISTANCE DIRECTORY. 9. NEW OCCUPANT NOTIFICATION APPLIANCES SHALL BE PROVIDED IN THE BED BATH & BEYOND SPACE. SEE SHEETS FA1.0 AND FA1.1 THE NEW OCCUPANT NOTIFICATION APPLIANCE LAYOUT. L 4 INSTALLATION NOTES 1. SEE WIRING LEGEND FOR CABLE TYPES AND SIZES. 2. ALL WORK SHALL BE IN ACCORDANCE WITH NFPA STANDARDS AND ALL LOCAL ADOPTED CODES. 3. EXACT CABLE ROUTING TO BE COORDINATED WITH OTHER TRADES IN THE FIELD. SEE SPECIFICATIONS AND DRAWING NOTES FOR ACCEPTABLE INSTALLATION METHODS. 4. ALL CABLE RUNS SHALL BE NEATLY BUNDLED, WRAPPED TIGHT AND PROPERLY SECURED. ANY CABLING NOT INSTALLED IN A NEAT AND PROFESSIONAL MANNER SHALL BE PULLED OUT AND RE -RUN BY INSTALLER. 5. CONTRACTOR INSTALLING CABLING MUST MARK BOTH ENDS OF WIRE AND PROVIDE A WIRE LEGEND FOR ALL LOCATIONS, AND PROVIDE A CONTINUITY TEST LOG FOR EACH CABLE. 6. ALL CABLING SHALL BE TAGGED AT ALL JUNCTION POINTS AND SHALL TEST FREE FROM GROUNDS OR CROSSES BETWEEN CONDUCTORS. 7. EXPOSED CABLING SHALL BE RUN PARALLEL AND PERPENDICULAR TO BUILDING STRUCTURE. ALL CABLING TO BE CONCEALED FROM PUBLIC VIEW. EXPOSED WIRING SHALL NOT BE RUN IN A "SPAN" FASHION BETWEEN BAR JOISTS OR GIRDERS. IF NECESSARY SUCH CABLING SHALL BE SECURED TO THE STRUCTURAL CEILING BETWEEN JOISTS OR GIRDERS, AND AS INDICATED IN SPECIFICATION SECTION 16720. 8. EXPOSED WIRING TO BE SUPPORTED BY BUILDING STRUCTURE AT NO MORE THAN FIVE (5) FOOT INTERVALS. 9. COORDINATE DRILLING OF ANY HOLES (I.E. COLUMN PENETRATIONS) WITH THE GENERAL CONTRACTOR AND ALL OTHER TRADES PRIOR TO INSTALLATION. 10. ALL CABLING, CONDUIT, AND BACKBOXES SHALL BE PROPERLY SUPPORTED AND SEISMICALLY BRACED, AS REQUIRED BY ALL APPLICABLE CODES AND THE LOCAL JURISDICTION. 11. CONDUIT SHALL ENTER INTO THE FIRE ALARM PANELS ONLY AS APPROVED BY THE EQUIPMENT MANUFACTURER. 12. ALL FIRE ALARM JUNCTION BOXES SHALL BE RED IN COLOR. 13. FIRE ALARM CABLING SHALL NOT BE PAINTED. 14. ALL JUNCTION BOXES AND CABLE SPLICES SHALL BE IN ACCESSIBLE LOCATIONS. PROVIDE ANY REQUIRED ACCESS PANELS. ADDRESSING LEGEND /LO1M01 MODULE/DEVICE NUMBER SIGNALING LINE CIRCUIT (SLC) L=LOOP M = MODULE D = DEVICE WIRING LEGEND CONDUCTOR TYPE: D = 1414 TP SHIELDED E = 18/2 TP SHIELDED F = 14/2 TP G = AS REQ'D BY MANF. H = 14/2 WET LOCATION J 18/2 WET LOCATION rCONDUCTOR TYPE ICIRCUIT DESIGNATION E (L#`#) LCIRCUIT NUMBER CIRCUIT DESIGNATION: L = INITIATION DATA CIRCUIT AV = NOTIFICATION CIRCUIT A = AUDIBLE NOTIFICATION CIRCUIT AN =ANNUNCIATOR CIRCUIT PW = LOW VOLTAGE POWER CIRCUIT RC = RELAY CONTROL CIRCUIT ZN = INITIATION ZONE CIRCUIT SU = SUPERVISORY CIRCUIT RT = REMOTE TEST STATION POWER SY = MULTIPLE SYNC CONNECTION SHOULD MANUFACTURER OF FIRE ALARM EQUIPMENT REQUIRE DIFFERENT TYPE OR SIZE OF CABLE THAN HEREIN SPECIFIED, THE LARGER OR MORE STRINGENT TYPE OF CABLE SHALL BE USED. 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 a Re-inspectio F and ,'"T^" nation of t e sting APPLICABLE CODES ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REFERENCED DESIGN STANDARDS. BUILDING CODE & EDITION: 2009 INTERNATIONAL BUILDING CODE FIRE CODE & EDITION: 2009 INTERNATIONAL BUILDING CODE MECHANICAL CODE & EDITION: 2009 INTERNATIONAL BUILDING CODE ELECTRICAL CODE & EDITION: 2008 NATIONAL ELECTRICAL CODE NFPA 72 EDITION: 2007, NATIONAL FIRE ALARM CODE LOCAL/OTHER CODE: TUKWILA MUNICIPAL CODE CONFLICTS BETWEEN THE REFERENCE NFPA STANDARDS, FEDERAL OR STATE CODES, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE FIRE PROTECTION ENGINEER. ut Comments El its:i.i:"•�� . TEC As Nodin R`LW ❑ Per The Attached Letter DOWN TO BELOW MEZZANINE BELOW MEZZANINE FIRE ALARM PLAN SCALE: 1/16" =1-0" These plans havebt e : 1i ,vee h' Th:3 Tukwila Fire Prevention Bureau `: _ fi :Y,; current City standards. Acf _- _ �.. _ _. rR-TO s and Vri�I.Y..+��'1 fS �A1ih c i _:. :�•.�.. ... y. J .,... ..t -.s ,4 of adopted standards and The :or the adequacy o`d.;, ;:y thees;gner. Additions deleti : ;'rS r tiS :o .i ,,-;sedrakiv rings, i this date tris ,.., eptert v ..i:. 4 f":'' � .? l-lr:: ` L resubmlttai t;i rcl i'::.;;d tot ,;b5 1' •.n4 approval. AVAV04 115 1 Final acceptance is s t=? ct to fled test and Inspe The Tukwila Fire Prevention Bureau. Date: 3 -) l - (5 By: 51 ( 5r-okc o►'o"- FA(4 4-d 1'5. SKr-% b ►f0.kl:. �'1t�4 c Liy,�,� 1s voi+.i to. (1.4(0A r-Acq a•••A 4k -s. L I 1,01r 611./...64 do -t, ihint�l S.A.(ke TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. 1, -F- 151 and exact address for shut- down or restoration approval val 4 2F(AV04) RECEIVING AREA ntrt- Ir- AV04O I 177 'I - I LFJ • m r.7� i , ) 180-1- i LTJ_ I 1- LFj �FAC� P+ LFAANiPJ CS> 0` J 8F(AV01-08) ENLARGED RECEIVING AREA FIRE ALARM PLAN SCALE: 1/16" =1'-0" o � o 8F(AV01-08) -AV07 75 I 2F(AV07) 2F(AV06)- SALES "A" 11:;31 AV AV04 75 I 4F(AV05-08 - I 4F(AV01-04 F-1 I I pj--4F(AV01-041 L� Q r 15 I ft FI(AV06-08) F AVO6 I 11-1 06 F(AV05) i( L J I 2F(AV07-08) r'-1 �l OAV07 75 ol2F(AV071- I; OAV05� 1 i -_ 115 A4D) o�I (AV06) t Do SCO) T o�� 2F(AV07-08) AV07I /AV1151/ u / 2F(AV07-08 < / I U ii ��� L II r �t -AVOr 75 AV04 75 rl--r, 3F(AV01-03) o,F(AV05) AV06 AV VA F(AV06) --H 75 - L AVO7- 75- AVO7 .75 2F(AV07-08) AV07-08) 1-1 LFJ 1 2F(AV07-08) a II i� If II I[ -3F(AV01-03 I -H 3F(AV01-03 1 AVO2 K1717 L Li L, 177 i (AV0 t ) R�� � D'I CD) • 177 '_ kFAV0W2L HI LJ AVO1 ;115 DOWN TO BELOW MEZZANINE 1 I LEI 477 AVO3 177 H AVO2 �II AVO2 AVO3 �I I I I 2F(AV01-02) AVO3 F(AVO3 11 I Oki 111, WWI iN SALES AREA R D ) AVO5 75 1 AVO ils 1:ZSX-p,C)/131- -1r '1C3 Li xj.2.14S.:4::::i0F_ 71 1 " FF 75 L_ 1 AVO8 75 AVO8 e 0 7-1 115 It- PRE-S.4i /W08 AVO8 115 lis GT (AVO8 eIN FIRE ALARM PLAN • • Revisions No Date Description 02/22/13 PERMIT Drawing References No Drawings CAD NAME: 13007307_01 PROJECT No • 130073.07 DRAWN BY: PTK CHECKED BY. JPH PROTOTYPE DESIGNATION: _ DATE: 03/05/13 FIRE PROTECTION ENGINEER OF RECORD: JACOB P. HEMKE, PE LICENSE NO. 45074 B P. 11E4 ',, ,v vi.Asay 4 - vo CODE CONSULTANTS. INC. 4, 45074,,, 2043 WOODLAND PKWY, SUITE 300 eG/STO•"' ST. LOUIS, MO 63145-4235 ,r,s Cs PHONE: 314-901-2633 CORPORATE CERTIFICATE OF AUTHORITY 03/05/13 &Sian 2043 WOODLAND PKINY, SUITE 300 ._ ST. LOUIS, MISSOURI 63146-4235 r 314-991-2633 www.codeconsultants.com CODE CONSULTANTS, INC. BED BA .._, , _ , .,,.,._ _ a< ____ _ ,..„.„._ _ _ _ 650 LIBERTY AVE UNION, NJ 07083 (908) 688-0888 FAX (908) 688 5886 'THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location #371 TUKWILA WA Drawing Title FIRE ALARM PLANS AND NOTES Scale SEE PLAN Date 02/22/2013 Sheet No. Al •O PA 2013 TUKWILA FIRE Cc- N:\2013\1300\130073\07\13007307 01.DWG, FA1.1, 3/5/2013 11:21:24 AM, erich, 1:1 Revisions F(AVO1) F(AV05) Description 02/22/13 o t TO NOTIFICATION F(AV02) ) APPLIANCES 0 TO RAV06) NOTIFICATION t F(AV03) AS SHOWN 0) APPLIANCES F{AV07) AS ) SHOWN <v O <c� o,.<v O \O� 4-1O 0 A0 0 ''r 0�ct- � �� 4'' O`er it' ' Q? Oma' ��� 4, Q FIRE ALARM Q� �� �w��c. �a �`�� �\OJ2 �`� Dov O� pq O�� k. Vow ��0� 2" 4. V w .� O Q J - � T MATRIX c0 A. �� O� =� Q �O O kv Zo �" Q O 4. O O Q <v v co 3� �'v Q �C���Q ��J��,`O �`J� V�� �JQ �� �. o o . 0 c•EXISTING -� O�?J� c.? O� Q� VO AGO \O��o �Q`'' I O t A • �' , Q �O �O ��' `v ? 4O c,`o c�,� � v ,� v <c,� '� S Q JQ d J= �S 441 �(- q- JO V O GS V� v R" Q Q O J� JQ o c,, ? �,, �Q g J J J Q ,�� r, ,`� J �� g ,`<v c co c,V o c.V ? Q VP -Zr Svc V� Z� �� �'� o� 4., k, ' � J� O� J= �O �� o � ,`o �O ,� Z- =Q ,t k. ���ZY 'if `'�� c'- � �'� � Q, Q, O ON F(AV04) DRAWINGS O ON F(AV08) 12) DRAWINGS m EXISTING TRIGGER CIRCUIT EXISTING NAC VOLTAGE DROP CALCULATIONS EXISTING SYNC CIRCUIT TROUBLE TROUBLE MONITOR CIRCUIT FCPS-24FS6 FCPS-24FS6 DEDICATED BRANCH f f 120 VAC DEDICATED CIRCUIT BRANCH 120 VAC CIRCUIT MAXIMUM DISTANCE TO LAST APPLIANCE SIGNAL CIRCUIT DESCRIPTION APS /CIRCUIT LOCATION ALARM CURRENT 12 AWG (FEET) 14 AWG (FEET) r - FOCUS 200 FIRE ALARM1 TO ADDRESSABLE 1 C D DEVICES IFS) CTS r A-1;1.--c)r` -`� ri AND APS #1 - 6 AMP ADJACENT TO FACP No Drawings AVO1 OFFICE AREA /SALES FLOOR 1.247 914 575 AVO2 SALES FLOOR 1.282 889 559 DRAWN BY: PTK CHECKED BY: JPH PROTOTYPE DESIGNATION: AVO3 SALES FLOOR 1.209 943 593 LFAANJ CONTROL PANELQ (FACP) `AIJ LIJ -� S t-LFJ MODULES AS SHOWN ON DRAWINGS _1 AVO4 RECEIVING AREA /SALES FLOOR 1.227 929 584 3ED 3A & . APS #2 - 6 AMP ADJACENT TO FACP 650 LIBERTY AVE UNION, NJ 07083 (908) 688-0888 FAX (908) 688 5886 THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location #371 T U KW I LA, WA DEDICATED BRANCH NOTES: 120 VAC CIRCUIT Date 02/22/2013 AVO5 SALES OR 1.198 951 598 AVO6 PRE -SALES I SALOES FLOOR 1.254 909 571 AVO7 PRE -SALES / SALES FLOOR 1.202 948 596 FIRE SPRINKLER SYSTEMS AVOB SALES FLOOR 1.190 958 602 - WATERFLOW SWITCH ® ® ® ® NOTES: - CONTROL VALVE TAMPER SWITCHES 0 0 1. NOTIFICATION APPLIANCE CIRCUITS (NAC) DESIGNED FOR A MAXIMUM 2.0 AMPS, A MAXIMUM 4.4 VDC DROP, AND MINIMUM OPERATING VOLTAGE OF 16 VDC. 2. FIELD VERIFY ALL VOLTAGE DROP AND POWER REQUIREMENTS. 3. NAC CIRCUITS HAVE BEEN DESIGNED BASED UPON THE ABOVE CIRCUIT CURRENT AND VOLTAGE CRITERIA USING SYSTEM SENSOR APPLIANCE CRITERIA. IF ALTERNATE NOTIFICATION APPLIANCES ARE INSTALLED, PROVIDE REVISED POWER AND VOLTAGE DROP CALCULATIONS FOR ALL CIRCUITS. MANUAL PULL STATIONS ® O ® 1. EXISTING BATTERY BACKUP IN THE FACP SHALL REMAIN AS CURRENTLY CONFIGURED. 2. DEDICATED 120 VAC CIRCUITS SHALL BE REMAIN AS CURRENTLY CONFIGURED. 3. EXISTING MEANS OF SIGNAL TRANSMISSION TO THE OFF-SITE MONITORING FACILITY FOR MONITORING OF ALARM, SUPERVISORY, AND TROUBLE CONDITIONS SHALL REMAIN AS CURRENTLY CONFIGURED. 4. PROVIDE SYNCHRONIZATION OF ALL VISUAL NOTIFICATION APPLIANCES AND CIRCUITS THROUGHOUT THE STORE. 5. PROVIDE ALL REQUIRED CIRCUITS, MODULES, AND CONNECTIONS TO CONTROL AUDIBLE AND VISUAL NOTIFICATION APPLIANCES. PROVIDE "ON -UNTIL -SILENCE" PROGRAMMING FOR BOTH AUDIBLE AND VISUAL NOTIFICATION APPLIANCES. 6. PROVIDE SUPERVISION OF ALL 120 VAC POWER AND ALL NOTIFICATION APPLIANCE CIRCUITS. 7. POWER SUPPLIES SHOWN IN DESIGN ARE TO DEMONSTRATE SYSTEM REQUIREMENTS, INCLUDING DETAILS OF AUDIBLE APPLIANCE SILENCING, NAC CIRCUIT CAPACITY, AND SYNCHRONIZATION REQUIREMENTS. 8. EXISTING AUXILIARY POWER SUPPLIES (APS) SHALL BE UTILIZED TO POWER THE NEW OCCUPANT NOTIFICATION APPLIANCES. SMOKE DETECTORS - HVAC RTU'S (SUPPLY AND RETURN SIDE) 0 0 0 - ABOVE FACP 0 0 0 LOSS OF POWER TO FACP OR APS ABNORMAL CIRCUIT OR DEVICE TYPICAL FIRE ALARM SYSTEM RISER DIAGRAM 10 FIRE ALARM MATRIX 09 VOLTAGE DROP CALCULATIONS 08 SOURCE: VER. 1.2011 NOT TO SCALE SOURCE: VER. 1.2011 NOT TO SCALE SOURCE: VER. 1.2011 NOT TO SCALE CEILING/DECK APS #1 BATTERY CALCULATIONS (FIRE -LITE FCPS-24FS6) VAll? STANDBY POWER ALARM POWER 0 CEILING MOUNTED SEE NOTE 2 SUSPENDED CEILING MODEL NUMBER DESCRIPTION QUANTITY NORMAL CURRENT EA. CIRCUIT (mA) NORMAL CURRENT TOTAL (mA) MAXIMUM CURRENT EA. CIRCUIT (mA) MAXIMUM CURRENT TOTAL (mA) STANDBY BATTERIES (12 -VOLT) CURRENT (mA) NOTES: 1.-r� J Cj� '�i 0---' '''% ` / FIRE -LITE AUX. POWER SUPPLY (APS) 1 90 90 170 170 STANDBY CURRENT 90 SYSTEM SENSOR CIRCUIT AVO1 1 0 0 1,247 1,247 HOURS 24 SYSTEM SENSOR CIRCUIT AVO2 1 0 0 1,282 1,282 STANDBY mAH 2,160 MAX (360") AV V CEILING MOUNTED SEE NOTE 1 30'-0" FINISHED FLOOR SYSTEM SENSOR CIRCUIT AVO3 1 0 0 1,209 1,209 ALARM CURRENT 5,135 SYSTEM SENSOR CIRCUIT AVO4 1 0 0 1,227 1,227 HOURS 0.083 ALARM mAH 426 TOTAL mAH 2,586 TOTAL AH 2.6 CONTINGENCY 20% 1. FOR CEILING MOUNTED SMOKE DETECTORS AND OCCUPANT NOTIFICATION APPLIANCES IN AREAS WITH SUSPENDED CEILINGS. BATTERY TOTAL (AH) 3.1 TOTAL 90 5,135 BATTERY PROVIDED (AH) 7.0 JUNCTION BOX MOUNTING DETAIL 07 SOURCE: VER. 1.2011 NOT TO SCALE APS #2 BATTERY CALCULATIONS (FIRE -LITE FCPS-24FS8) EQUATIONS: STANDBY POWER ALARM POWER MODEL NUMBER DESCRIPTION QUANTITY NORMAL CURRENT EA. CIRCUIT (mA) NORMAL CURRENT TOTAL (mA) MAXIMUM CURRENT EA. CIRCUIT (mA) MAXIMUM CURRENT TOTAL (mA) STANDBY BATTERIES (12 -VOLT) CURRENT (mA) 9= tan -1( H} / Z7 O'' </ c/ FIRE -LITE AUX. POWER SUPPLY (APS) 1 90 90 170 170 STANDBY CURRENT 90 SYSTEM SENSOR CIRCUITAVO5 1 0 0 1,198 1,198 HOURS 24 H - X - D2- H2 L = c _ 0.0375 O D SYMBOL LEGEND: SYSTEM SENSOR CIRCUIT AVO6 1 0 0 1,254 1,254 STANDBY mAH 2,160 NOTES: SYSTEM SENSOR CIRCUIT AVO7 1 0 0 1,202 1,202 ALARM CURRENT 5,014 SYSTEM SENSOR CIRCUIT AVO8 1 0 0 1,190 1,190 HOURS 0.083 ALARM mAH 416 TOTAL mAH 2,576 TOTAL AH 2.6 1. WHERE INDICATED ON THE DRAWINGS - LOCATE CEILING MOUNTED NOTIFICATION APPLIANCES FLUSH WITH THE SUSPENDED CEILING; ALIGNED WITH LIGHTING, SPRINKLERS, AND OTHER ARCHITECTURAL FIXTURES; WITH CLEAR LINE OF SITE IN ALL DIRECTIONS; NO GREATER THAN THIRTY (30) FEET ABOVE THE FINISHED FLOOR; AND AS INDICATED IN NFPA 72. 2. WHERE INDICATED ON THE DRAWINGS - LOCATE CEILING MOUNTED NOTIFICATION APPLIANCES ON BOTTOM OF BEAMS OR JOISTS; WITH CLEAR LINE OF SITE IN ALL DIRECTIONS; NO GREATER THAN THIRTY (30) FEET ABOVE THE FINISHED FLOOR; AND AS INDICATED IN NFPA 72. CONTINGENCY 20% BATTERY TOTAL (AH) 3.1 TOTAL 90 5,014 BATTERY PROVIDED (AH) 7.0 C = LIGHT OUTPUT (CANDELA) AT UL 1971 ANGLE 0 0 = ANGLE OFF THE AXIS FROM UL 1971 D = DISTANCE FROM SOURCE (FEET) L =LIGHT /r ,, HORIZONTAL PLANE ���/��Z:rZ; ���,/,�j��j��J/ X E TII N FOOT) INTENSITY (MINIMUM 0.0375 SECTION �/ (NFPA 72, 2010 SECTION 18.4.8.3 AND SECTION 18.5.4.5 PERFORMANCE-BASED ALTERNATIVE) TYPICAL DEVICE MOUNTING HEIGHT 06 EXISTING FCPS-24FS6 BATTERY CALCULATIONS 05 X = HORIZONTAL DISTANCE OFF THE AXIS (FEET) H = VERTICAL DISTANCE OF LIGHT SOURCE FROM FLOOR (FEET) SOURCE: VER. 1.2011 NOT TO SCALE SOURCE: VER. 1.2011 NOT TO SCALE FIRE RATED CONCRETE BLOCK WALL 1 OR 2 HOUR RATED CONCRETE 3M FIRE BARRIER CP FIRE RATED GYPSUM WALLBOARD FIRE RATED GYPSUM WALLBOARD DISTANCE CHART X (FEET) _ H (FEET) 15 CD 30 CD 75 CD 95 CD 115 CD 177 CD " 8 9.5 13.9 22.0 22.0 22.0 29.9 UL TABLE FOR CANDELA OUTPUT 1 OR 2 HOUR RATED GYP. WALLBOARD ASSEMBLY 3M FIRE BARRIER -150+ CAULK OR 1 OR 2 HOUR RATED GYP. 3M FIRE BARRIER CP WALLBOARD ASSEMBLY 25WB+ CAULK OR BLOCK WALL ASSEMBLY G <. 25WB+ CAULK OR EQUAL : '• - 9 10.7 12.9 24.7 24.7 24.7 33.6 10 10.0 14.3 21.4 27.5 27.5 27.5 ° C (CANDELA) 11 11.0 13.1 23.6 23.6 30.2 30.2 ANGLE UL /°FD 15 CD 30 CD 75 CD 95 CD 115 CD 177 CD � �� EQUAL I I I 1. MI14 11EQUAL 12 12.0 14.3 20.8 25.7 25.7 33.0 0 100% 15.0 30.0 75.0 95.0 115.0 177.0 13 10.9 15.5 22.5 22.5 27.9 35.7 5 90% 13.5 27.0 67.5 85.5 103.5 159.3 t 9.8 14.0 24.2 24.2 24.2 30.0 10 90% 13.5 27.0 67.5 85.5 103.5 159.3 15 8.7 15.0 21.4 26.0 26.0 32.2 15 90% 13.5 27.0 67.5 85.5 103.5 159.3 t ` V i"` ,. . CONDUIT PACKING MATERIAL 16 7.5 16.0 22.9 22.9 27.7 34.3 20 90% 13.5 27.0 67.5 85.5 103.5 159.3 CABLE OR CABLE 17 7.9 17.0 24.3 24.3 29.4 36.5 25 90% 13.5 27.0 67.5 85.5 103.5 159.3 18 4.8 15.1 21.5 25.7 25.7 31.2 30 75% 11.3 22.5 56.3 71.3 86.3 132.8 -____\1\-- NOTES: BUNDLE 111111 _j lir i I I CONDUIT j\rli 19 0.0 13.3 22.6 27.1 27.1 32.9 35 75% 11.3 22.5 56.3 71.3 86.3 132.8 NOTES: 20 0.0 14.0 23.8 23.8 28.6 34.6 40 75% 11.3 22.5 56.3 71.3 86.3 132.8 21 - 12.1 25.0 25.0 30.0 36.4 45 75% 11.3 22.5 56.3 71.3 86.3 132.8 22 - 10.3 22.0 26.2 26.2 31.4 50 55% 8.3 16.5 41.3 52.3 63.3 97.4 23 - 10.7 23.0 27.4 27.4 32.8 55 45% 6.8 13.5 33.8 42.8 51.8 79.7 1. CONDUIT SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. 2. THE ANNULAR SPACE BETWEEN CONDUIT AND PERIPHERY OF OPENING SHALL BE LESS THAN 1-3/8 INCHES. MAXIMUM(1)CONDUIT PER FIRESTOP Y TEM. 3.OFONE CO USYSTEM. 4. PACKING MATERIAL - MINIMUM FOUR (4) INCHES THICKNESS OF MINIMUM EIGHT (8) PCF MINERAL WOOL BATT INSULATION SHALL BE FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. 5. PACKING MATERIAL SHALL BE RECESSED FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF CAULK MATERIAL. 6. CAULK MATERIAL - MINIMUM 1/2 INCH THICKNESS OF FILL MATERIAL SHALL BE APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF THE WALL. 7. CONSULT CURRENT U.L. FIRE RESISTANCE DIRECTORY FOR DETAILS. 24 - 11.2 24.0 24.0 28.6 34.3 60 40% 6.0 12.0 30.0 38.0 46.0 70.8 25 - 9.1 25.0 25.0 29.8 35.7 65 35% 5.3 10.5 26.3 33.3 40.3 62.0 NOTES: 1. CABLES SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. 2. THE ANNULAR SPACE BETWEEN CABLE/CABLE BUNDLE AND PERIPHERY OF OPENING SHALL BE LESS THAN ONE (1) INCH. 3. MAXIMUM OF A ONE (1) INCH DIAMETER CABLE BUNDLE PER FIRESTOP SYSTEM. 4. CAULK MATERIAL - MINIMUM 5/8 INCH THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF THE WALL. MINIMUM 1/2 INCH DIAMETER BEAD OF CAULK APPLIED AT THE CABLE/WALLBOARD INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL. 5. CONSULT CURRENT U.L. FIRE RESISTANCE DIRECTORY FOR DETAILS. 1. CONDUIT SHALL BE INSTALLED AT CENTER OF STUD CAVITY WIDTH AND SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. 2. CAULK FILL MATERIAL SHALL COMPLETELY FILL ANNULAR SPACE BETWEEN CONDUIT AND WALL; AND SHALL HAVE A 1/4 INCH DIAMETER BEAD OF CAULK APPLIED TO PERIMETER OF CONDUIT AT ITS EGRESS OF THE WALL. FOR CONDUIT 1 INCH DIAMETER AND SMALLER, THE ANNULAR SPACE SHALL BE LESS THAN 1-1/2 INCHES . 3. MAXIMUM OF ONE (1) CONDUIT PER FIRESTOP SYSTEM. 4. CONSULT CURRENT U.L. FIRE RESISTANCE DIRECTORY FOR DETAILS. 26 - 4.6 26.0 26.0 31.0 37.1 70 35 /° 5.3 10.5 26.3 33.3 40.3 62.0 27 - 0.0 27.0 27.0 27.0 32.2 75 30% 4.5 9.0 22.5 28.5 34.5 53.1 28 - 0.0 23.5 28.0 28.0 33.4 80 30% 4.5 9.0 22.5 28.5 34.5 53.1 29 - - 24.3 29.0 29.0 34.6 85 25% 3.8 7.5 18.8 23.8 28.8 44.3 30 - - 21.0 30.0 30.0 35.8 90 25% 3.8 7.5 18.8 23.8 28.8 44.3 CEILING MOUNTED STROBE DISTANCE CALCULATIONS 04 CONDUIT PENETRATION U.L. C -AJ -1045 03 CABLE PENETRATION U.L. W -L-3149 02 CONDUIT PENETRATION U.L. W -L-1001 01 SOURCE: VER. 1.2011 NOT TO SCALE SOURCE: VER. 1.2011 NOT TO SCALE SOURCE: VER. 1.2011 NOT TO SCALE SOURCE: Ver. 1.2011 NOT TO SCALE Revisions No Date Description 02/22/13 PERMIT Drawing References No Drawings CAD NAME: 13007307_01 PROJECT NO - 130073.07 DRAWN BY: PTK CHECKED BY: JPH PROTOTYPE DESIGNATION: GAB P. hf DATE: 03/05/13 \F WAS 4. FIRE PROTECTION \,..z ,_..v _ '"0,�o ENGINEER OF RECORD: 2 JACOB P. HEMKE, PE ' ` LICENSE NO. 45074 J . m CODE CONSULTANTS, INC.-Po450744 2043 WOODLAND PKWY, SUITE 300 +t, �`cGISTER- ST. LOUIS, MO 63146-4235 �SSj y L . Cs PHONE: 314-991-2633 CORPORATE CERTIFICATE OF AUTHORITY - No.1604 03/05/13 &Sian 2043 WOODLAND PKWY, SUITE 300 -- ST. LOUIS, MISSOURI 63146-4235 314-991-2633 - _1 - rN www.codeconsultants.com CODE CONSULTANTS, INC. 3ED 3A & . _ ___ _.„,„, ____._ _____ ,...„,�. ,,...._ „:,..._ __..., - 650 LIBERTY AVE UNION, NJ 07083 (908) 688-0888 FAX (908) 688 5886 THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location #371 T U KW I LA, WA Drawing Title FIRE ALARM PLANS AND NOTES Scale SEE PLAN Date 02/22/2013 Sheet No. 1, BEM MTh ! WM OE90N COMA (APPUC ILt N ALL aswe we DORIPI ND IAeasl fM 00110 IMO us wt. II IWDD iMraP A /tA ITE I NEM MOM MOM= 10113COPIANED PRODUCT IOW STOMA MILE 1101 Alm IMOI-111-1PCK 1wm IMO rt AolMla MAIM Is 1/2 FT. W1RUtR1 COME MOW 4 PT. 111•NAr At•E MTh (IMI 1EJrNIET111UtE ILO COM IMAM IMMILLIDIMUSIMMEUSLIALMISKUDEIB ONE NMI (111!1114 ISDN MOM AOA21711DR0 WSOON ta1110. 9111 911/111. PT. 0101 1000 II FT. °PM 1310, MAK 4-1244 AWN[ top MUM Ilam 10 Pos ar wit 01100 ME 110 11 1/2 1R Mee 181(11T 3* Vitali 11,2 n Mkt 10 MX or 011.11,0 DOM 10 AC1911 MOW COUNT f+gltrSCUD 11110211101. 1141 04 MUM I 1110 PAWS ( It MAR 1Ws *7lCC, Ms asa17.1.1- .117 ORy10.FT. OM 1010 90. IT. , •. 02. III. Walla .It so. a1t1IRe111t 1 IOW 0111111111 AQR•111010k SMorrte 13%. MOM °r°IimUNE'E 114.. 'a tlIM[ b MOM OMNI MA 10 NO II R 111 ACOGROMM *1N INC NMI 1111111.12 .+M VW FT. 1111101x11*PT. "ntoeu trAIL. GE1ITEM wan DIMS Mel$ MK SPRINKLER 4NET1 I \� ✓ MAW CHECK VALVE w/ TRI" STM P1 EXISTING GUITAR STORE (N.LC.) TO SYSTEM EIOSTINO OOIPM1h GOLF CENTER (H.I.C.) Oro Nose STATIONS of ?r ••-tip w/ WALL P.I.V. 10 s 6 . 8 FLANGED ✓ . w/ WALL P.I.V. WEST • • Immo TWIG rot HYDRANT • • • • • XI!S11NG RISER 1.'Ir+!Ow/N *4 TO : 1:1000 4:10440111r441. 000011AC1ON 10 IME IM SPONS0 LI TO MtWY OM TOM ill 11011101e0 MOM (0 ZI10STM0 10' FIRE ERMCE UNE MiDOLE EXISTING RISER N.T.S. I. OUSTING RISER APPEARS TO E : sl 0000 00N0IT10N. CONTRACTOR TO SE Rl3PONSI LE TO VERIFY RISER TO M IN WORKING ORDER. 1/ MANG lU PARTIT10N 65\'‘F X21 litit /Iv "› er'r EAST" BED BATH & 1. ) ts, (1N OWING t1UILDING) SQft 336171 11 I0 SERINO( UNE • r. r.• ••• 0111M111111111111411.1•• LLA 1,■..■■■■111.11111111■.111■■■■■... ■■■U■•■■. PSIG 14 10 8" 770DCDA OSYRW Mame loommimomMoogollok 6 2 w 0 100 500 1000 1500 7.5 10 PROJECT TEAM OWER: Bed Both & Beyond 650 Liberty Ass. Union. NJ 07083 (908 168-0680 PHONE NUMBER(900) 688-0295 FAX NUMBER Point of Cenlocl: Jsssph Prticono, Architectural Project Momper J0eePI Perticortelirrsn.com Kevin Jones, Const. Pro)nt Manegw CASCO Coryor 'ion 10877 Watson Rood St. Louis, 110 63127 314-821-1100 314-821-3813 FAX Point of Contact: Colleen Breitenstein, Project Monoger r 10 E70S11NO 10' "FitSERVICE 11NE -�1 -•0FDCA) s oy eptiCrlit104 „2 5 2000 2500 GPM 15 FPS 19971fl0 • Use ( coup: Al 1 e►cantNe (Section 309.1) • Type If Construction (Table 602): Type IN, Unprotected, Fully Sprinklered •Actuo Building Area per Occupancy Typo: [Gros. Aran] Fire 5,operationMoo ft 12.617 SF Fre . operation Area f2 33,936 SF TOTAL Actual Building Area STRUCTURAL NCIH FR• ' 46,753 SF •Maxim rat Length of Exit Access Travel (Tobie 1008.5):,, Use C oup M with Sprinkler System) _ °.250 Fe -_t CODE DATA • Occupont Content Table 1000.1.2): [Gross Area / SF per Person Fire Saoorotten r.� n KPFF 2800 North Central Avenue, Suite 1010 I' Phoenix, AZ 85004-1007 602-264-1010 602-285-1010 FAX Point of Contact: Rocco Gorcio ME BANLAjd ELECTRICAL ENGINEER: CASCO Corporation 10877 Matson Rood SI Larry, 1110 63127 314-821-1100 314-821-3813 FAX Point of Confect: Mike Cropperhous • 1� 9 bd. shop hove a minimun Fre rating of 20 2. Rel N t Sheet A2 1 for shall she1�iM� ,tiled. 3. Ref w to Sheet PME1.1 for Plumbing, Mechanical, Elec4. Bo' ed on t Occupant Content,ical Code Data thisbuidinges of east the minimum required Plumbing Fixtures. / Persons] .r ri- TO SYSTEM 3.4• VPr g t10111111.11•111.Mmo MAIM m 1111 (WHIN ♦ iM1t 11/111I NUM ON NW /OS 1111ONUS 1//111Y/ttM•RMOK 'I 110000 ...„ NIP* IA 1111 9111. MINI MPA M 1611 'APA 111. INS NI* ENC. 1111 • NMI UST 100111101111 1111011/00111 11.110 MIA PUKE 411 owereeen W IEN NR 11N 411V0 IOW W M 1111151- 111 1! w11 SW& - 1t11 Pa ! mem IIIMI - ale we 10, S1111110 • «tMA1 I w Mal Mt) 111:T MIR glee 11(11101 11 • MMR ANIIa PM is: Maim • ter ( $ /R 10011110 ) MOM PM M AU $ WOO 01001111110 RA WIT IS M 01111 tit / uma INS4 ono - mon mow -' Ilt.1 Ar WATEft EXTERIOR mow, 0 SPARE SPRINKLER CMONT� ✓ ICK �� eHTVALVEINy) SHIM" w/ TRIu eftvtlerN VRu►E WITAI1PER"'�' Es BA. ----�j IWO - IMO 01 1 1w it 11111 (rl111111:00 SPAPA IM 11 (, till 3 tMMi• mot 4! NM r FtMMUC IIIMPUNO am. 14espki 21 MDR TIMM, -,0/- 300 QOM •r. AAU C V 004:erflr vti,,rE Al iAa1Pelt ✓ . is, WALL P.I.V. 10 . e it e FLANGED TEE FINISH 11.001 1 2' MAIN DAWN 10 PIPS SIAM° EXISTING RISER N.T.S. 1. COSTING MSER APPEARS TO t : 11 0000 OONOIf0N. woman TOR TO K RESPONSI LL TO VEINY ORM TO It IN WORKING ORDER. I CITY WATER 104111 ACCEPTED 1._ • Nor , Mso I1 IP°15 Or.%IPeal C•$tl,l (rv,r- 1111) 21' ems SIC 13 15CAFA r B' -p" o. c,. q m i"+�(y► jl �,, 4 Milt %Js Aid Ma 1,,io6 impart& Rtmov^Tored New Vert. -r i (c . D1, I 4) TYPICAL PIPS STYLI MOW BRACE ASSFAIIILY fent ilweesllr wilt," f 3 LJ14 %� ti, -1 40 r 0141A% Hosed 1 Ips (.41 1 MAIN Ea? e E lI"$ 3 LAG/ "0 Pert - 1112" BEAM c.i-A M P ALL STEEL CEILING PLATE Sh►ilswue►• 3/e (well sell. ft*u - Cohere. Sod NMl.ntsn - Atewhwasls tr stool iessns, woke* awed Amb se sreb. Can oleo be elided se sect b1 simi Apwewoi. LAedeeverin a labeena Fes Weed to eine Weed Semis WU and Conde KV - Fanny Mans! Emirs comer Approved. AMIneaelly.U.LhrbreeddsFiS.TS-1/Lr-• One to es r see she) nsfWhtt oleo •.14 s 1.I/4 - sound snows tens woad Ord two - I/4' s r'TE K' Sips isseedcents Ines aitharaute 14 coupe ped. nail tf - rub t1.1 Ga urix; ed. Gilsisr y. Niue tearnber. cod she and (nhk 1) IYIITEEM DEMON PER N.P.P.A. 013. 2) ALL. _MEW ' Aug I liar. U L L1 o P.M. APPROVED. • 3) FMB SYSTEM TO BE INSTALLED. BRAM AND TBSTED 1 4 ACCORDANCE WtTHN.F.PA 013. 4) DI LOCALITIES SUBJECT TO FREEZING CONDR'1ON3 rums s OWNERS RESPONSIBIIXITTO mow* HEAT THROUONOUT THE WET IPIPE SPRINKLER SY*TEM AREAS AND 04 ENQ.OSURBS FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEM& 5) FIRE PROTBCTI034 CONTRACTOR MtIMI NOT BE REaPONSIELE FOR THE ABILITY OF THE $TRUCXY,>RR TO ADEQUATELY SUPPORT THE FIRE SF'IUNICLER SYSTEM OR ANY APPURTENANCES TtEiREOF. r) ALL ELEC1'R1Cll L4 PAINTING OF PIPE, PURRING. CtTTTINO OR PATCHING TO WE BY t Z.31 ARE)40T 1E8SSAR11_Y LOCATED BET IN Cil t'[111t PofFt OR ZANIER Pt CBSINO TU h :Ys int MDMULICALLY CALCULA G TED TO PMtovIDB' i IPM THE R I, I;. • SQ. FT./ SPRDOUER. 1O) P 01'• 2'` � �Db 1NWALL. '1ilY '�'y'�i 11) OWNER J: FOR THE PER/ODIC INSPECTION. TESTING AND MAZIMINANCZOr THE WATER EASED FORE PROTECTION SYSTEM(s)14 ACCORD I4CI WITH THE REQUIREMENTS OF N.F.P.A. 25. 40° N*is1111. L.t.A wN Kavaerie . 1r-rt1•tarbk tr R..»1 - o case, Inc, 41) Mercantile:el . 10,1925F/ 30 - 545 SF 300 • 340 Parsons Mr/cantle ($loch) is (Riot:. OKs) . 1,063 SF/100. 2 Persons I►ceeoerV wen (Tolete, rte) 1017. 11 Persons TOTAL Occupant Lood Firs Area /1 - 0 Persons 353 Parsons Egress Width (Table 1009.2): 353 Occupants I/ Parsons x 0.2' per Person - Width] 353 occupants • .2' • 71' Without Comments As Noted in Red Per The Attached Letter �tI_ :1 iO $ 111 014 iittorrlw# Re / ,eduon. IRM. t' r 1; ) TOTAL Egress WKdth REQUIRED • TOTAL Egren Width PROVIDED - Fire Seporotion Area /2 SALES AREA EXITING Uvcontle Retell Mercantile (Stock TOTAL Occupant Load Fire Area /2 Egren 111dit (Tabs. 10092): 894 Occupants (/ Pers s 0.2• per TOTAL Egress Width REQUIRED - 117' 26,830 SF 2,962 SF 30 . S!4 Persons 300 ' 10 Persons - Soles Areo) • 904 Persons TOTAL Egress WW.dth PROVIDED RECEIVING AREA EXITING Mercantile (Stock) A ReceiNng TOTAL Egress Width PROVIDED F4 Person • Width] 894 occupants .2• - 179• • (Soles Exiting) • 179 192' ' 4,144 7/300 . 14 Persons (Receiving 14 occupants 6 • .2' 4• e4• • These plans have been reviewed by The Tukwila Fire Prevention Burectii for conl'c r r'47 -ice with current city A caplerrce is io1 ect to errors and wilt 'cl. do not ,;Author ze violations of adopted .i,nances. Tl.e responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Fin,l acceptance is Subject to field test and inspection by 1 sic• :. I;.wila Fire Preverltion Cure Date. 11/9()/C0 • Thr IO . Z 11•00 TUKWILA FIRE DEPARTMEI i' Please call: 575.4407 and give this job No..z�� 33 L and exact address for shut down or restoration approval, isx. n��iryi,Jl M w�'tikvi JO&::.Bei int °OND °TG.wEt jam /.']. e' ',],0 Dna r - Bolo Mo.-rxArrleMl . . . .........._....�_,...r_L....., -era . . ` 1 14v4 it 10.14ci t411% 1 OF 2. 411111M11111111•111MOwr Moo • • 1 • 4'4101 b CAtLI tie/ OFFICE "E" I 204 1 - SOFFIT 0 r-40 ALF. EXPMED TO SirRuCtilRE ABV. STORAGE 206 OFFICE "F" I 205 OFFICE "D. 203 OFFICE "C" 202 2X4 ACT (TIP.) OFFICE '13' --I 201 I Ah3 9 FE4pnv-rorr r td+ MEZZANINE REFLECTED CEILING PLAN 11 REF 0:"42 4' SOURCE VT 4 I 99 dikaligir. STORAGE "A" 108 rc• EXPOSED- . OW. BD. AT UNDERSIDE LANDING SLOPED 5/r TYPE- x . BO. STAIR) .1 e'" it tit' 0.1 f ocv)VI, if MEN MEN I fin' 4 MO - 1-0 • 1 &Rip CALC, 5 5 /Lobo ertoo (a.-6-100 = 53./ err- 7H = ()fib k . izi57 -_ 4L.7 qt,r-ITo-oo 21 .4 vs 114 CALe. It Vitt, TI.V" • (0 1,00 = 10 14 PS I si CALC. 4.4 if I" (Pr n HA Tu AND Pryntlp F F.pncr Qps EiT 144 4 ,® 0 ' it I ("fel° e 0 f 41- fp ExV.I5TI#J4 MAN No 4oit.e. -OW. BD. SC441T * 7-10 A.F.F. CotmEcitla wirti I t SA 40 °Mod 1211 -EXPOSED TO STRUCTURE ABOVE 10OR STORA SERVICE CORE" MEZZANINE FLOOR 112 I PLAN --GYP. BO SOFF1T r--0* AS!. \q. JANITOR 111 J ryncE 'A' TRIC "El f17.1 *B. AAA IZ. HE&DZ NEW Mez.z.. LOPP CALc 0 , , Ssiz000 76'i, IL= 0/k.sp CALL 24 wos 41.5 &rya io %,(2 ob (1°0%417 k6riv/ ‘s) (tlik i5r-otos MAig /4.0 WORK - • 101' -2 1/2" 192'-n" (PED PAM Mir) PflOND lEASE SPACE) rcs r44/ ftc5 (INTrRioR r ACF Cr Wt.! I 1( Tr pinn rArf or WALL t) re. 12'8 PG 9,94 #1' 11--4• (44' 4*(fg wool GO ;FIRE SHU VEST e 0 o o 4-‘4 PRINADI ROOri C-4 ! NU W 29.-10" STOREFRONT GLASS 11'1, SPRINKLER NFW Fi'ION OF CANOPY 1 4 -- C) 'SEC TInN i; W -Anirloy SPRINKLER Q3) 124.-11 /8" - - NEW '.7,w,-41PCNT OPFNirgi 1q1.- 745..0 - 1. n" _ (,t.JTTPI(V I ACI WALL. TO IN TrrloP r Al r OF Vt, l 2 - r) 1." 2 1 9' `, 1,',' I! 1? PEEP Pulla.10.15000 80015) 1 SR HD. RA BAY 84emysQ 7 1-5" GAY 3 0" Cotoren‘ / r mp PA Di & PrY^'JD 1EAr r r PLAN NORTH NORTH vi -t -- St ' 'CD "C‘4 Tree. CAL .7- L I r. I 4 NOTES C.h&A,A, ouT NEAVir 2) Add ‘tk Elk Ati,4 LooPG (iv 44) th.clA 6 2.)D 2.1 5) 6R.I.D I" Extweek) 4 4,1 tiEzz A.t.) *1E Lag Screws and Lag Botts in Wood (Load Perpendicular to Grain - Holes Predrilled Using Good Practice) Shank Diameter of Lag (in.) lirmmtimat•••tia ONO • / $3011.1 U 1:1-1 .0- 2 I .104 NITI NUM:0 49-,S1 cALe. 27 tips ITv1-(1X, ON11 SIX) 4.463t 013.4 0 5R L4.1 LL.1 <0. o a. z 14J< (.7 BUILDING SECTION Length under head (in.) 3 4 5 6 A 13 304 325 392 354 476 375 564 362 COEF 292 168 325 526 317 183 354 678 336 194 375 824 342 196 382 976 H 1 230 324 400 250 352 435 265 373 461 270 380 470 A 366 473 582 689 905 % ye BCO_JEF GNI 6321. 509 456 am 506 618 380 907 626 545 488 202 545 , 1008 365 542 570 559 501 206 561/ 1192 395 566 667 573 513 296 573 15116 405 570 704 Fastener Brace Minimum ih depth 60° to 90° of beam but not woormaressm < 3 In. (78 mm) for wood beams Note: For wooden beams not less than 3 in. (76 mm). HER DEFA-17,1ENT DENVEN, 1 ',IinsuRance •-rj companies APPROVED APPROVAL. II',I-:,1Z2.!ATION SHOWN AND IS I. ,E,E7___) 0 I,EFLECT ONLY CONDITICI'IS A RELATED TO THE ACCEPTAC.Ln'T FOR FIRE INSURANCE. APPROVAL SLi2JECT TO: Notations Hercon E;4] Conditions in L.,)tter Dated:__ta)_100 [1] Inspection and -iests Notify Ph, 48 Hrs. In Advance Approved IO -L3 -to PAitoo io r - •0711) .SS SI 4 - 2.I S I Cp.rriLAL. SPRINKLERS UPRIGHT 0 - • ZSfo° 155o gd-43, „!1,2.:er , cHit.owir ilaorr PENDENT 0,••I I MMIIIIMMI=11Iaiem••••••mmmm.ajljIL....Ill SIDEWALL !Le i 1.64.41.L.22_ .... 1550 8.:15 'IL". Th -1 -AL V CE FIRE PROTECTION INC. P.O. BOX 1543 WOODINVILLE, WA 98072 (425) 483-5857 7" .• -T-u1e-Nisi ILA ‘AiA 2401 BY• ' C.Ara) B DATE Io --� scALE I bitPoo a OF 2., RFC:IVINC TERMINAL f RICAL PANELS RTV AREA LEGEND ® CONTROL UNIT 2.1) ® ANNUNCIATOR ® MANUAL PULL CO HORN STROBE 0 DUCT DETECTOR SMOKE DETECTOR PRINTS PRIN CUSTOM FIXTURE TO BECUT :N FIELD PILLOWS THRLWS j ELECT, ICS < C a r+ .. .._i BA.SiCS BLANC' E T S TO �^v COOK W ,RE NOTICE 5.2 A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of 6 any Fire Alarm and Detection Systems. Failure of test will result in S40 Re - Inspection Fee and termination of the testing. HOME DECOR ACCESSORIES ACCEPTED Without Comments 0 As Noted In Red Per The Attached Letter WARE iI k. 4= i ii a f I hof, r±I iI I k i These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. By: 72 4 0 0 0 0 0 0 _O 0 0 0 0 FOCUS FLOOR PLAN TELCO LINE NORTH SCALE: 1/16" = 1'-0" RJ38X CONN BLOCK SCAN ALERT e-(00 2 /; 2- REPRESENTATIVE: TONY PUETZ CHECKED BY: CHECKED BY DATE: APPROVED BY: APPROVED BY DATE: TO CENTRAL STATION 12-05-00 120 VAC S--:TU---R--I7SERVICES 8L AVE SW RA 98055 (26) 624-3103 FA: 654-2189 W F— . . Cl) -= _ ,>— VM ) C:21 Q CO Z > CO O CC >- m CO Q W rn J m Ix Q W a Ci UJ Z CC = < L1-. F- I: Q Q F- _1 CO (%) 0 O F- W O D C) Cl)UJJ Pith 7UKWILA FIRE DEPARTMEM Please call: 575.4407 and give this job No.®©— -2— C5' and exact address for shut. down or restoration approve' No. Revision/Issue Dote/ REPRESENTATIVE: TONY PUETZ CHECKED BY: CHECKED BY DATE: APPROVED BY: APPROVED BY DATE: TO CENTRAL STATION 12-05-00 120 VAC SEE GENEW/0- Ale)ritS Lbw; pipe 414y 4LS ge 0A. 7 -fir /Taiga xi, E,'7-1.\io oveAileetA PILING SysTE61 stA°14K".A" -"74`1146 /300 milXimuM MeRcitliTILE X 004G7/r100.1),co,rrEw shor RrAir, girisc&cr-7-0 Jae. ge-oun Phol:4-/t/ Wirt/ g/8 ArritcH sreert Ro.D wirll Nur M40 weLTNER., 09NO Ex re/OA Th ripe ,/frJc. GO4Eg4 4-• ot)e,' ; /404 pose RAe--144- ifAID pie, Anp SlogriJkLeRs To reavor .c.vEte,,f6er UNDER.. 41C-11/ stiserioro carILIN‘s, 0.0.100.111.1001m o: col! fsgoni Airove witH pg./i14 21,1.0wmc? riPti4a Fo/C Roci.ov frICZt. • viiirtoZ. cioSEr A040 uhidatit sr4ots hep1/6 5Ee 221.4140,16 Fell< coNndtillTioN IJ aosammonsnimmosaalt , 9-10 I 4, bAl TyP •10, ....Alm AA, Li - 114 1 Nt.• 0 .nl .101•0100 4kEtiove c AP AND 1457/ILL 6 X 4- GlkoovE Cot1PLING AO 3-513. GG 11111.0agefoloneemgmf .,..1••••• • -o 0-211. 0 00 VV.. 0.110.0011.000.,4010, z•1l1 SjtNt, \01 ••••••IMPO ,,vv•Von9•04 0101001100. • 0 4)" 0 41.01404100 ko -‘g 0 M • 000 K-• 9 • 7" a 40 00. 10- FLuc., A • 40.00VVV*0 000...40.014400000•0.01,110.000VIVIV0.00.010 0 2--- 0 1 OMMIN•1111111110111W T ELEV. 22-2- ti-fr TYP rxicTING E3KANcH LINE'S LTV? ag.ftdcH LiNE Si;•1716.‘). 3-0 2. .••••01111•1/a • •••••••••=•••••••••eri -0- IM0/0011111//0/0 0,1111101100114,404.10.11O 0110000•110101•1100, 1 EWA OO 0 tOW* • • 7-10 01110111•••••• 0- 0--. c' ••• V, .0 011 o C, 0 9 - crotj. U 6 - CY• 0•010.1. ..........vv000000.valivevivivvvve, WV.. Vow •VVvVV.VVVP,v00VVVV 000*100.00100,VV. 0006010. .111 • 0 V 00.101,100,011.1.000•00/ 000 .14 ‘1. 0.10000 01/ Pm .14 0 4. 0. yo, . 00 /'1'7tPIPInG scAL6 1/B" M MO. 0•01110vo. 00•00,04 i 4 ekAl4c1r1 LANES coNNECTED: LTffiC!L E'rviireir THESE, Two cRoSS 0 ••••Volo N01010.000 41001!•0•00.11100 - 0-- - 0- --0 -0 lionammaaamamo "=11111•1111•10.01,0, •••• 1 ••••••011.1 -z 4,10011010. -0 2 M11•111111111•••1" For..61.4,11,4 NTE:1.1ANG cE.0„,,SS MAri4 844 \f.0 or t5E/tm bk,1111,M.I.,141 .••••• 1,010.• 01.0.10 •••• Y.*. Me .11.04/100, 0- .0M01011V 1 i a 0-- 1-"--• jo 1"-z„. 1 Ver LI 9 / 11 e / (‘,` ale '1 / 11 11 1 1 1 1 1 1 1 1 0- [11 4. 1 0 1 1.1 AA 1 2- '3-? f' 1 o $ 2.‘ • .)( 1 ; ..1,7,4,4 • d L!. #C•rr.••••..:4 • *". • r•••,, , 44." • : ' 34 •••• - " • •• • • r. t;: • •,t ••• • • . • ,:art •71. 447'1^ ,••••,•• ;4.4. ' •••• •ir• t 47. M. a •4 OFFICE . „ . . • , • • •. ,• -t •••• .' - ",•: • : ' .., .•' ..: , . • ' • ' .•• f• • ,I ' . „ 0.- ..• -I; 7. • • •• . . •"' .... :Ar. ; ! - 'IA. t„ 70' • :„.„ '' •••• .• .r.•'• .1 iat. ., .... .4.4.; , ...,.. . , .• fr••• :IN. ( ... .0 7 • • :e,:..444,..4,4 . .. 4 . • , t• r ,.. ,, ...,.. , • 4 .. ... . ), • io, •.• „...., : . t..,;', • a ,, .? :. • . '.., , , • .i.,7", .:.„,i : .. :,... . .4, .4„ 1. 00.:. .. 0.0e.,... '..,„ .. •,,,,',•:•;,•,A.:.•,% •••• ci., . ....„4., ,' • 4,..,.. . :.. A.: .. A.,' ,T. ....' • i a ..1,1.b ...,,,,14.iazi!' . . • „: 11' .4,, • 0...7. 40.2 4..il . s.. •', 4-• ....i. . .... 4 -A V• 4 • . „1 P • • ..,•• • . • ti 1 • •••• 1 • . .."1 ••-34,- '4,4 • 11:!%! .k • P• • a ••••• a • • a . • • •,' " • • • • • k.• • 71.... • •"-i • ••••;••:, • re-" P.:1; . r • •-r ;;;;' . , 7 . - • ; - , • . \;:•-•••• t*.r ' *". NIT TUKWILA FIRE DEPART Please call: 575-4407 and give this job and exact exact address for $ clown or restoration ap 2-6 ExsTlhCeaZ A4CH LAMS c"--cKoss MAIN 13 EX%ST 0 WITHOUT C3I'AME:, • AS NJTED 10,1R.. y.k. 0 PER THE ATTAC..,:0-tjTER The drawings affixed .beret,Ipv.e-l?een. reviewed and accepted by the'City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department BOYF: sTAUK:SILA° DATE: CITY 575-4407 • Nozie•ftit,, 014c0c.ewp 14,7(1,4 etwea,5 ';pe coVe04,e 414e4. C2314t21.sL lethee/ eg24)‘fe:71 Fife rfiree-401 41,1're4(, 44/01? 5ableitde sLcuRiTy 4u4kliEtlAi‘ SAL6"s Ageh 001V111, MO. VA Y. OVA.. Apid. .000.VONV, eV* .011.0 ,r V Via Vonv 1.*.• MV.V, Sgcriokl E4sr ELV11770/V ACCEPTED BY WASHINGTOII SURVEYING AND RATING BUREAU • • SEATTLE, IIASHINGTON As meeting the requirements ct this ura:..-.1 tr classification as sprinkled: liltavever, system changes or addition d.s• Tcommanded on the attached stteat(s) will result in improved rte:. Pidcept'anco applies to plans as submitted andrfor construction and occupancy t-•:r.•...on. Finished Installation subject ttroltispection for final accptance. • The Foregoing comments relate cxstuz.vcty 1) iz cativo OffeCt of various conditions upon fire insurance r: i•::..,`.:rmincci under our tariffs and schedules which have been :c..1 v;:tti L.rd approved by the Insurance eammissioner. They aro nt construed c.:,*; bearing In any way upon the gyestion as to v:licthsr "cus been cxtscd with respect to possible liability forp.s.;co,n_l i1Iur t property. It b recognized that correctable be:cards esuli caL,L.,1c contritt..3 ts loss may still exist and need not bo ilkatitied cc Laro.mcntrl. C;;Ca. r. ;et; • • I cr cc ENGINEER: NORTH 0 cc 0 GENERAL NOTES • All design and installation in accordance with NFPA Standards. All materials to be Underwriters Labora- tories Listed and/or FM approved. Overhead piping to be black steel confor- mingto specifications of ANSI / ASTM A120, ANSI ASTM A53, ANSI B36.10, ASTM A135: „.„ HYDRAULIC DESIGN INFORMATION REVISIONS SPRINKLER LEGEND DEVICE MFG. APPROVAL AREA OF OPERATION DENSITY SYSTEM DESIGN FLOW TEST STATIC RESIDUAL NO. DESCRIPTION DATE SYMBOL DESCRIPTION ORIF. TEMP, FINISH NO.REQ. SYMBOL DESCRIPTION ORIF. TEMP, l FINISH NO. REQ. aSeD EXIT 6 -r O(.1 WREJUE PeR owni AigEcriVE 1-27-95 • arm GLASS 84)4.4 Pe A tIF. r4CesSdb 6EA1 GLASS SUL SSW.. W gel lauf 212.f ckigoMe ISRAsS _co 3 CONT. NO. LL! -77 MAX.AREA/HEAD K -FACTOR GPM FLOWING DATE & TIME DRAWN BY g.5,117-.# SPRK. ON SHEET S3 SPRK. ON JOB .53 r,. ,er 1 • VP • " DATE Western States Fire Protection Conwany 71._ 180th AVE. NE, SUITE A-105 • REDMOND, WA • 98052 WESTERN STATES FIRE PROTECTION COMPANY - DENVER / LOS ANGELES / ST. PAUL/ SEATTLE / DALLAS / Phone: 206-881-0100' , , A , • t • , , -0 •• ••••4 FICES LOCATED USTON / ATLANTA FUTURE SHOP, LIMITED 240 ANDOVER PARK WEST TUKVv1LA WASHINGTON ' I ' . o • , ., . . ' ' ' , • A ,, , . , . . . • SHEET 1111111111111111.11, EXISTING Fl E HYDRANT EXISTING FIRE HYDRANT • •• • • • • • • LI z • • Q EXISTING GUITAR STORE (N.I.C.) L EXISTING GOLFSMITH GOLF CENTER (N.I.C.) NEW DEMISING WALL EXISTING 4 HOUR -N CMU PARTITION BED BATH & (IN EXISTING BUILDING) EXISTING 10" FIRE EXISTING 10" FIRE SERVICE LINE SERVICE LINE EXISTING 10" FIRE SERVICE LINE 0 I" -L • SRC EXISTING FIRE HYDRANT SHEET INDEX FP1 SITE FIRE SERVICE PIPING PLAN FP2 FIRE SPRINKLER DEMO PLAN FP3 FIRE SPRINKLER PIPING PLAN - SYSTEM #1 NEW FP4 FIRE SPRINKLER PIPING PLAN - SYSTEM 112 NEW FP5 FIRE SPRINKLER. PIPING DETAIL SHEET p . `APPLICABLE CODES BUILDING CODE: 1994 EDITION OF THE UNIFORM BUILDING CODE FIRE CODE 1994 EDITION OF THE UNIFORM FIRE CODE STANDARDS: NFPA 13, 1996 -. NFPA 20, 1996 "NFPA 24; 1995 NFPA 231, 1998 NFPA 231 C, 1998 • INFORMATION IS PER: TUKWILA PUBLIC WORKS DEPARTMENT EFFECTIVE AT: 290 ANDOVER WEST DATA: STATIC - 140 PSI RESIDUAL - 135 PSI OBSERVED FLOW - 2000 GPM , TEST ELEVATION: 0 (IN RELATION TO PROJECT GRADE) TEST DATE: 06-02-2000 FLOW INFORMATION IS FURTHER REDUCED PER THE FOLLOWING: * 10% ( 5 PSI MINIMUM ) BUFFER PER BED BATH & BEYOND REQUIREMENTS FLOW TEST TO BE USED FOR FIRE SPRINKLER DESIGN: STATIC - 126.0 PSI RESIDUAL - 121.5 PSI FLOW - 2000 GPM p FLOW TEST INFORMATION CONSTRUCTION TYPE: 111N (SPRINKLERED) OCCUPANCY: M (RETAIL) BUILDING SQUARE FOOT: 45,500 I,I ' I ), 1I . INFORMATION IS PER: TUKWILA PUBLIC WORKS DEPARTMENT EFFECTIVE AT: 290 ANDOVER WEST DATA: STATIC - 140 PSI RESIDUAL - 135 PSI OBSERVED FLOW - 2000 GPM , TEST ELEVATION: 0 (IN RELATION TO PROJECT GRADE) TEST DATE: 06-02-2000 FLOW INFORMATION IS FURTHER REDUCED PER THE FOLLOWING: * 10% ( 5 PSI MINIMUM ) BUFFER PER BED BATH & BEYOND REQUIREMENTS FLOW TEST TO BE USED FOR FIRE SPRINKLER DESIGN: STATIC - 126.0 PSI RESIDUAL - 121.5 PSI FLOW - 2000 GPM p GENERAL NOTES 1. BIDDING CONTRACTORS MUST REVIEW ALL DRAWINGS, CONSTRUCTION DOCUMENTS AND SPECIFICATIONS PRIOR TO BID. 2. DESIGN, MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPLICABLE CODES AS SHOWN, THE LOCAL CITY FIRE DEPARTMENT (AHJ), THE OWNER'S INSURANCE CARRIER, TRUSS MANUFACTURER, STRUCTURAL ENGINEER AND THE OWNER'S REVIEWING CONSULTANT. 3. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO VERIFY ACTUAL CONDITIONS OF CONSTRUCTION AND TO MAINTAIN CONFORMANCE TO THE REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION 0r",. THE OWNER'S REPRESENTATIVE PRIOR TO BID. 4. FABRICATION OR INSTALLATION SHALL NOT COMMENCE PRIOR TO OBTAINING APPROVAL OF SHOP/INSTALLATION DRAWINGS BY OWNER'S REVIEWING CONNSULTANT. 5. THE TYPE OF CONSTRUCTION THROUGHOUT THE STRUCTURE IS UNOBSTRUCTED (SMOOTH CEIUNG) AS DEFINED IN NFPA 13. ALL SPRINKLER DEFLECTOR DISTANCES SHALL BE IN ACCORDANCE WITH THIS STANDARD. 6. SPRINKLER PIPE SHALL BE PER NFPA STANDARDS. ACCORDING TO THEIR LISTINGS, "DYNA-FLO" AND "DYNA-THREAD" TYPES ARE ALSO ACCEPTABLE. ALL PIPING SHALL HAVE A CORROSION RESISTANCE RATIO OF 1.0 OR GREATER. CRIMP TYPE INSTALLATIONS SHALL NOT BE ACCEPTABLE. ALL MATERIALS SHALL BE UL LISTED AND APPROVED. 7. ALL HANGING METHODS AND ATTACHMENTS HAVE BEEN DESIGNED IN ACCORDANCE TO THE STANDARDS OUTLINED IN NFPA 13 AND/OR AS REQUIRED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD (IF APPLICABLE). 8. ALL THRUST BRACING METHODS AND CALCULATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE STANDARDS OUTLINED IN NFPA 13, AND/OR AS REQUIRED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 9. ALL PIPE/FITTING TABLES USED IN PREPARATION OF THE HYDRAUUC CALCULATIONS ARE IN ACCORDANCE WITH THE STANDARDS OUTLINED IN NFPA 13. 10. ALL WELDED PIPING TO BE JOINED BY GROOVED FITTINGS AND "RIGID" GROOVED COUPLINGS UNLESS INDICATED OTHERWISE. 11. ALL THREADED PIPING TO BE JOINED BY THREADED CAST IRON FITTINGS. 12. SPRINKLER SYSTEMS SHALL BE MONITORED BY AN OFF SITE CENTRAL STATION INCLUDING TAMPER SWITCHES ON ALL CONTROL VALVES, SYSTEM WATER FLOW INDICATORS (WET AND DRY), LOW AIR ALARM DEVICES (DRY SYSTEMS ONLY) AND, IF APPLICABLE, FIRE PUMP ROOM DEVICES. 13. AT VARIOUS STAGES, AND/OR UPON COMPLETION, ALL SYSTEMS SHALL BE TESTED IN THE PRESENCE OF THE ENFORCING AGENCY. CONTRACTOR SHALL PROVIDE ALL "MATERIAL AND TEST CERTIFICATES" PER NFPA 13 TO THE OWNERS FIRE PROTECTION CONSULTANT (TVA) UPON COMPLETION OF TESTING AND PRIOR TO FINAL ACCEPTANCE BY THE OWNER. THE FOLLOWING CERTIFICATES WILL BE RQUIRED AS A MINIMUM WHERE APPLICABLE: A. OVERHEAD HYDROTEST C. UNDERGROUND HYDROTEST. B. OVERHEAD FINAL D. UNDERGROUND FLUSH 14. ALL PIPING PASSING THROUGH CONCRETE SLABS OR WALLS SHALL BE INSTALLED WITH ONE INCH CLEARANCE ON ALL SIDES FOR PIPING THREE INCHES IN DIAMETER OR SMALLER AND TWO INCHES CLEARANCE ON ALL SIDES FOR PIPING FOUR INCHES IN DIAMETER OR LARGER. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CORING WITH PROPER CLEARANCES AT ALL CONCRETE WALLS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TWO INCH CLEARANCE AROUND ALL PIPING PASSING THROUGH CONCRETE SLABS. THE SPRINKLER CONTRACTOR SHALL FILL ALL VOIDS LEFT FROM CLEARANCES WITH AN APPROVED FIRE RATED MASTIC. 15. PENETRATIONS OF "RATED ASSEMBLIES" SHALL BE FIRE STOPPED WITH AN APPROVED MATERIAL PER METHODS DESCRIBED BY THE STATE FIRE MARSHALLS STANDARDS. 16. THE FIRE PROTECTION ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THEY BE REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK, THE CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR, SUBCONTRACTORS, THEIR RESPECTIVE EMPLOYEES OR ANY OTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE ENGINEERING FIRM'S EMPLOYEES. 17. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND 'ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 18. THE PREPARER OF THESE DRAWINGS WILL NOT BE RESPONSIBLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE DRAWINGS. ANY DEVIATIONS TO THE INFORMATION PROVIDED HEREIN SHALL BE IN WRITING AND MUST BE APPROVED BY THE FIRE SPRINKLER ENGINEER OF RECORD. SITE FIRE SERVICE PIPING PLAN SCALE 1" = 2O'-0" ALL UNDERGROUND PIPING IS SHOWN FOR HYDRAULIC REFERENCE ONLY GENERAL UNDERGROUND NOTES 1. ALL INSTALLATION AND MATERIAL TO BE PER NFPA 24. 2. MINIMUM BURY TO BE PER LOCAL CODES. 3. ALL UNDERGROUND PIPING TO BE HYDROSTATICALLY TESTED AT 200 PSI FOR TWO HOURS. 4. ALL UNDERGROUND PIPE TO BE FLUSHED PRIOR TO CONNECTION TO OVERHEAD SPRINKLER PIPING. IT IS THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO ENSURE THAT FLUSHING OF THE UNDERGROUND PIPING HAS OCCURRED PRIOR TO CONNECTION. 5. PROVIDE CONCRETE THRUST BLOCKING, AND THRUST RODS AS REQUIRED. 6. PIPE UNDER FOOTINGS TO BE DUCTILE IRON. 7. FIRE SPRINKLER CONTRACTOR START POINT TO BE AT 6" ABOVE FINISHED FLOOR IN & RISER ROOM. 8. ALL SPRINKLER SYSTEM CONTROL VALVES TO BE MONITORED. THESE DRAWINGS ARE FOR COORDINATION, BID AND SUBMITTAL USE ONLY. SPRINKLER CONTRACTOR TO PROVIDE COMPLETE FABRICATION/INSTALLATION DRAWINGS FOR APPROVAL BY OWNER'S REVIEWING CONSULTANT SHOULD MODIFICATIONS TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE INSTALLING CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL. OF THE CHANGES FROM BOTH THE A.H.J. AND THE OWNER'S REVIEWING CONSULTANT. IN ADDITION TO,..OBTAINING„ THE NECESSARY APPROVALS, THE INSTALLING CONTRACTOR MUST MAKE NOTE OF ANY FIELD OR COORDINATION.. CHANGES ON THE INSTALLATION DRAWINGS, AND THEN MUST PROVIDE A SET OF AS -BUILT DRAWINGS ONCE COMPLETE. CONTRACTOR SHALL PROVIDE PIPE SIZE AND SPRINKLER SPACING AS SHOWN ON APPROVED SUBMITTAL DRAWINGS/bOCUMENTS. ALTERNATES MUST BE APPROVED IN WRITING BY PREPARER' OF SPRINKLER SUBMITTAL DOCUMENTS PRIOR TO BID FIRE SPRINKLER SYSTEMS TO BE RETURNED TO SERVICE AT THE BEGINNING OF EACH BUSINESS DAY. FIRE WATCH TO BE PROVIDED BY CONTRACTOR AT ALL TIMES SYSTEM IS NOT IN SERVICE. VIM 4., .,4140 4" CHECK VAL WITH BALL DRIP EXISTING CITY WATER MAIN • V� (Ji pv H9" !�A'I 60,14a N 51 5 21/4x2�1Ax4 WALL STRAIGHT PATTERN F.D.0 it �A- r8" GROOVED 45' ELL WITH CAP DYNA FLOW PIPE DIMENSIONS NOMINAL OUTSIDE INSIDE PIPE SIZE DIAMETER DIAMETER 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 1.315" 1.660" 1.900" 2.375" 2.875" 3.500" 4.500" 1.191" 1.536" 1.728" 2.203" 2.703" 3.314" 4.310" N N RISERS N--8" FEBCO N -SHAPE BACKFLOW DEVICE BUILDING WALL 8" GROOVED TAMPER BUTTERFLY VALVE FIRE SPRINKLER RISER N.T.S. (PLAN VIEW) PIPE DIMENSION TABLES DYNA THREAD PIPE DIMENSIONS NOMINAL PIPE SIZE OUTSIDE DIAMETER INSIDE DIAMETER 1.315" 1.660" 1.900" 2.375" 1.080 1.408 1.639 2.104 SCHEDULE 10 PIPE DIMENSIONS NOMINAL PIPE SIZE OUTSIDE DIAMETER INSIDE DIAMETER 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" " 4" 6" 8" 1.315" 1.097 1.660" 1.442 1.900" 1.682 2.375" 2:)57 2.8752..635 ,„... 3.500""` 60 4.500" s., 4.260 6.625 8.625 '8.249;, ii FLEXIBLE COUPLING 4 WAY EARTHQUAKE BRACE WITHIN 24" OF TOP OF RISER N II( wr 300 PSI UAGE I ''I 6" FLOW SWITC l 6" FEBCO N -SHAPE DOUBLE CHECK VALVE ASSEMBLY FLEXIBLE COUPLING REDUCING FLANGE 10" EXTERIOR ELECTRIC BELL TO BE LOCATED 10' ABOVE FINISHED GRADE (FOR EACH SYSTEM) F--2 (6) SPARE SPRINKLER CABINETS OI I FINISHED FLOOR 10" SITE FIRE SERVICE / TEST AND DRAIN W/ PRESSURE RELIEF VALVE 6" GROOVED CHECK VALVE 6" TAMPERED BUTTERFLY VALVE 1 -=-2" DRAIN PIPING TO EXTERIOR FIRE SPRINKLER RISER N.T.S. (SECTION VIEW) PROVIDE A HYDRAULIC CALCULATION INFORMATION CARD SHOWING GPM AND PSI REQUIRED AT THE BASE OF THE RISER, DESIGN DENSITY AND AREA CALCUALTED AND INSTALLING CONTRACTOR. CARD IS TO BE METAL, AND TO BE AFFIXED TO EACH RISER WITH A CHAIN. ` BUILDING DATA CONSTRUCTION TYPE: 111N (SPRINKLERED) OCCUPANCY: M (RETAIL) BUILDING SQUARE FOOT: 45,500 Date GENERAL NOTES 1. BIDDING CONTRACTORS MUST REVIEW ALL DRAWINGS, CONSTRUCTION DOCUMENTS AND SPECIFICATIONS PRIOR TO BID. 2. DESIGN, MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPLICABLE CODES AS SHOWN, THE LOCAL CITY FIRE DEPARTMENT (AHJ), THE OWNER'S INSURANCE CARRIER, TRUSS MANUFACTURER, STRUCTURAL ENGINEER AND THE OWNER'S REVIEWING CONSULTANT. 3. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO VERIFY ACTUAL CONDITIONS OF CONSTRUCTION AND TO MAINTAIN CONFORMANCE TO THE REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION 0r",. THE OWNER'S REPRESENTATIVE PRIOR TO BID. 4. FABRICATION OR INSTALLATION SHALL NOT COMMENCE PRIOR TO OBTAINING APPROVAL OF SHOP/INSTALLATION DRAWINGS BY OWNER'S REVIEWING CONNSULTANT. 5. THE TYPE OF CONSTRUCTION THROUGHOUT THE STRUCTURE IS UNOBSTRUCTED (SMOOTH CEIUNG) AS DEFINED IN NFPA 13. ALL SPRINKLER DEFLECTOR DISTANCES SHALL BE IN ACCORDANCE WITH THIS STANDARD. 6. SPRINKLER PIPE SHALL BE PER NFPA STANDARDS. ACCORDING TO THEIR LISTINGS, "DYNA-FLO" AND "DYNA-THREAD" TYPES ARE ALSO ACCEPTABLE. ALL PIPING SHALL HAVE A CORROSION RESISTANCE RATIO OF 1.0 OR GREATER. CRIMP TYPE INSTALLATIONS SHALL NOT BE ACCEPTABLE. ALL MATERIALS SHALL BE UL LISTED AND APPROVED. 7. ALL HANGING METHODS AND ATTACHMENTS HAVE BEEN DESIGNED IN ACCORDANCE TO THE STANDARDS OUTLINED IN NFPA 13 AND/OR AS REQUIRED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD (IF APPLICABLE). 8. ALL THRUST BRACING METHODS AND CALCULATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE STANDARDS OUTLINED IN NFPA 13, AND/OR AS REQUIRED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 9. ALL PIPE/FITTING TABLES USED IN PREPARATION OF THE HYDRAUUC CALCULATIONS ARE IN ACCORDANCE WITH THE STANDARDS OUTLINED IN NFPA 13. 10. ALL WELDED PIPING TO BE JOINED BY GROOVED FITTINGS AND "RIGID" GROOVED COUPLINGS UNLESS INDICATED OTHERWISE. 11. ALL THREADED PIPING TO BE JOINED BY THREADED CAST IRON FITTINGS. 12. SPRINKLER SYSTEMS SHALL BE MONITORED BY AN OFF SITE CENTRAL STATION INCLUDING TAMPER SWITCHES ON ALL CONTROL VALVES, SYSTEM WATER FLOW INDICATORS (WET AND DRY), LOW AIR ALARM DEVICES (DRY SYSTEMS ONLY) AND, IF APPLICABLE, FIRE PUMP ROOM DEVICES. 13. AT VARIOUS STAGES, AND/OR UPON COMPLETION, ALL SYSTEMS SHALL BE TESTED IN THE PRESENCE OF THE ENFORCING AGENCY. CONTRACTOR SHALL PROVIDE ALL "MATERIAL AND TEST CERTIFICATES" PER NFPA 13 TO THE OWNERS FIRE PROTECTION CONSULTANT (TVA) UPON COMPLETION OF TESTING AND PRIOR TO FINAL ACCEPTANCE BY THE OWNER. THE FOLLOWING CERTIFICATES WILL BE RQUIRED AS A MINIMUM WHERE APPLICABLE: A. OVERHEAD HYDROTEST C. UNDERGROUND HYDROTEST. B. OVERHEAD FINAL D. UNDERGROUND FLUSH 14. ALL PIPING PASSING THROUGH CONCRETE SLABS OR WALLS SHALL BE INSTALLED WITH ONE INCH CLEARANCE ON ALL SIDES FOR PIPING THREE INCHES IN DIAMETER OR SMALLER AND TWO INCHES CLEARANCE ON ALL SIDES FOR PIPING FOUR INCHES IN DIAMETER OR LARGER. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CORING WITH PROPER CLEARANCES AT ALL CONCRETE WALLS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TWO INCH CLEARANCE AROUND ALL PIPING PASSING THROUGH CONCRETE SLABS. THE SPRINKLER CONTRACTOR SHALL FILL ALL VOIDS LEFT FROM CLEARANCES WITH AN APPROVED FIRE RATED MASTIC. 15. PENETRATIONS OF "RATED ASSEMBLIES" SHALL BE FIRE STOPPED WITH AN APPROVED MATERIAL PER METHODS DESCRIBED BY THE STATE FIRE MARSHALLS STANDARDS. 16. THE FIRE PROTECTION ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THEY BE REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK, THE CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR, SUBCONTRACTORS, THEIR RESPECTIVE EMPLOYEES OR ANY OTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE ENGINEERING FIRM'S EMPLOYEES. 17. THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND 'ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 18. THE PREPARER OF THESE DRAWINGS WILL NOT BE RESPONSIBLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE DRAWINGS. ANY DEVIATIONS TO THE INFORMATION PROVIDED HEREIN SHALL BE IN WRITING AND MUST BE APPROVED BY THE FIRE SPRINKLER ENGINEER OF RECORD. SITE FIRE SERVICE PIPING PLAN SCALE 1" = 2O'-0" ALL UNDERGROUND PIPING IS SHOWN FOR HYDRAULIC REFERENCE ONLY GENERAL UNDERGROUND NOTES 1. ALL INSTALLATION AND MATERIAL TO BE PER NFPA 24. 2. MINIMUM BURY TO BE PER LOCAL CODES. 3. ALL UNDERGROUND PIPING TO BE HYDROSTATICALLY TESTED AT 200 PSI FOR TWO HOURS. 4. ALL UNDERGROUND PIPE TO BE FLUSHED PRIOR TO CONNECTION TO OVERHEAD SPRINKLER PIPING. IT IS THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO ENSURE THAT FLUSHING OF THE UNDERGROUND PIPING HAS OCCURRED PRIOR TO CONNECTION. 5. PROVIDE CONCRETE THRUST BLOCKING, AND THRUST RODS AS REQUIRED. 6. PIPE UNDER FOOTINGS TO BE DUCTILE IRON. 7. FIRE SPRINKLER CONTRACTOR START POINT TO BE AT 6" ABOVE FINISHED FLOOR IN & RISER ROOM. 8. ALL SPRINKLER SYSTEM CONTROL VALVES TO BE MONITORED. THESE DRAWINGS ARE FOR COORDINATION, BID AND SUBMITTAL USE ONLY. SPRINKLER CONTRACTOR TO PROVIDE COMPLETE FABRICATION/INSTALLATION DRAWINGS FOR APPROVAL BY OWNER'S REVIEWING CONSULTANT SHOULD MODIFICATIONS TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE INSTALLING CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL. OF THE CHANGES FROM BOTH THE A.H.J. AND THE OWNER'S REVIEWING CONSULTANT. IN ADDITION TO,..OBTAINING„ THE NECESSARY APPROVALS, THE INSTALLING CONTRACTOR MUST MAKE NOTE OF ANY FIELD OR COORDINATION.. CHANGES ON THE INSTALLATION DRAWINGS, AND THEN MUST PROVIDE A SET OF AS -BUILT DRAWINGS ONCE COMPLETE. CONTRACTOR SHALL PROVIDE PIPE SIZE AND SPRINKLER SPACING AS SHOWN ON APPROVED SUBMITTAL DRAWINGS/bOCUMENTS. ALTERNATES MUST BE APPROVED IN WRITING BY PREPARER' OF SPRINKLER SUBMITTAL DOCUMENTS PRIOR TO BID FIRE SPRINKLER SYSTEMS TO BE RETURNED TO SERVICE AT THE BEGINNING OF EACH BUSINESS DAY. FIRE WATCH TO BE PROVIDED BY CONTRACTOR AT ALL TIMES SYSTEM IS NOT IN SERVICE. VIM 4., .,4140 4" CHECK VAL WITH BALL DRIP EXISTING CITY WATER MAIN • V� (Ji pv H9" !�A'I 60,14a N 51 5 21/4x2�1Ax4 WALL STRAIGHT PATTERN F.D.0 it �A- r8" GROOVED 45' ELL WITH CAP DYNA FLOW PIPE DIMENSIONS NOMINAL OUTSIDE INSIDE PIPE SIZE DIAMETER DIAMETER 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 1.315" 1.660" 1.900" 2.375" 2.875" 3.500" 4.500" 1.191" 1.536" 1.728" 2.203" 2.703" 3.314" 4.310" N N RISERS N--8" FEBCO N -SHAPE BACKFLOW DEVICE BUILDING WALL 8" GROOVED TAMPER BUTTERFLY VALVE FIRE SPRINKLER RISER N.T.S. (PLAN VIEW) PIPE DIMENSION TABLES DYNA THREAD PIPE DIMENSIONS NOMINAL PIPE SIZE OUTSIDE DIAMETER INSIDE DIAMETER 1.315" 1.660" 1.900" 2.375" 1.080 1.408 1.639 2.104 SCHEDULE 10 PIPE DIMENSIONS NOMINAL PIPE SIZE OUTSIDE DIAMETER INSIDE DIAMETER 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" " 4" 6" 8" 1.315" 1.097 1.660" 1.442 1.900" 1.682 2.375" 2:)57 2.8752..635 ,„... 3.500""` 60 4.500" s., 4.260 6.625 8.625 '8.249;, ii FLEXIBLE COUPLING 4 WAY EARTHQUAKE BRACE WITHIN 24" OF TOP OF RISER N II( wr 300 PSI UAGE I ''I 6" FLOW SWITC l 6" FEBCO N -SHAPE DOUBLE CHECK VALVE ASSEMBLY FLEXIBLE COUPLING REDUCING FLANGE 10" EXTERIOR ELECTRIC BELL TO BE LOCATED 10' ABOVE FINISHED GRADE (FOR EACH SYSTEM) F--2 (6) SPARE SPRINKLER CABINETS OI I FINISHED FLOOR 10" SITE FIRE SERVICE / TEST AND DRAIN W/ PRESSURE RELIEF VALVE 6" GROOVED CHECK VALVE 6" TAMPERED BUTTERFLY VALVE 1 -=-2" DRAIN PIPING TO EXTERIOR FIRE SPRINKLER RISER N.T.S. (SECTION VIEW) PROVIDE A HYDRAULIC CALCULATION INFORMATION CARD SHOWING GPM AND PSI REQUIRED AT THE BASE OF THE RISER, DESIGN DENSITY AND AREA CALCUALTED AND INSTALLING CONTRACTOR. CARD IS TO BE METAL, AND TO BE AFFIXED TO EACH RISER WITH A CHAIN. ` li . evisions No Date Description 3irawInc •No references Drawings CAD NAME: PROJECT NO• DRAWN BY: CHECKED BY. PROTOTYPE DESIGNATION. ACCEPTED ❑ Without Comments 0 As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: //9//�/Q Ca By: � 512._-- TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 00- �'' ?3 0 and exact address for shut- down or restoration approval. ,`1C F1 r 3p 0 RC •7.1fid 4 r6dc� m ri°.o . At, 068074 8' ti 74'ZI%EB t.0 wG�� 4474'Z 1441,, BED I I 1�1f'+, am 1 r BA ,,'"„, 't $ IIW�t ,I4 � r.+. 1" �� Im,a•,J, OA 650 LIBERTY UNION, NJ (908) 688-0888 FAX (908) 688 rt AVE 07083 5886 I ���Iy , I ISS Mh I . 4.:h'kl�y' Vk� � 1' alr,µyrMNll� & 1r THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location 400 STRANDER BLVD., TUKWILA, WA 98188 Drawing Title SITE FIRE SERVICE ,, PIPING PLAN " Bldg. Permit #: D2000-204 Date 09-05-00 Sheet No. ,, FP1 ,, R CONTRACTOR'S NOTE: DO NOT INCLUDE DEMOLITION OF EXISTING SPRINKLER SYSTEM IN BASE BID. TREAT THE DEMOLITION OF EXISTING SYSTEMS AS AN "ALTERNATE ADD" TO THE BASE FIRE SPRINKLER UPGRADE CONTRACT. FIRE SPRINKLER SYSTEMS TAKEN OUT OF SERVICE FOR REPAIR OR UPGRADE SHALL BE RETURNED TO SERVICE AT THE BEGINING OF EACH BUSINESS DAY. FIRE WATCH TO BE PROVIDED BY CONTRACTOR AT ALL TIMES SYSTEM IS NOT IN SERVICE. FIRE SPRINKLER PIPING DEMOLITION NOTES ("ALTERNATE ADD") 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLISHING THE PIPING AND EQUIPMENT INDICATED. 2. SPRINKLER CONTRACTOR MUST VISIT SITE PRIOR TO BID TO DETERMINE THE COMPLETE EXTENT OF THE DEMOLITION. 3. CONTRACTOR TO REMOVE ALL DEMOLITION MATERIALS AND WASTE TO AN APPROVED DUMPING SITE. 4. CONTRACTOR TO BE RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION. 5. CONTRACTOR IS TO PATCH ALL HOLES LEFT UNUSED AFTER EXISTING SPRINKLER PIPING TO BE REMOVED IS VACATED FROM THESE HOLES. 6. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING AND MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT DEMOLITION. 7. SPRINKLER SYSTEMS NOT A PART OF' DEMOLITION SHALL BE LEFT IN SERVICE . SCOPE OF WORK INCLUDING BUT NOT LIMITED TO: 1. REMOVE ALL EXISTING MAINS AND BRANCH LINES AND RISER AS SHOWN. THIS IS ALTERNATE ADD, NOT TO BE INCLUDED IN BASE BID. 2. DEMOLITION OF ALL PIPE MUST BE COORDINATE WITH SCHEDULE OF CONSTRUCTION AND LOCAL JURISDICTION. TO SYSTEM EXTERIOR ELECTRIC BELL SPARE SPRINKLER CABINET 24'-0" 8" ALARM CHECK VALVE W/ TRIM 8" BUTTERFLY VALVE W/ WALL P.I.V. 10 x 8 x 8 FLANGED TEE 10" FLEXIBLE COUPLING FINISH FLOOR EXISTING RISER N.T.S. 8" FLEXIBLE COUPLING FLOW SWITCH 300# GAUGE 2" MAIIN DRAIN 1. EXISTING RISER APPEARS TO BE IN GOOD CONDITION. CONTRACTOR TO BE RESPONSIBLE TO VERIFY RISER TO BE IN WORKING ORDER. 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 163'-0 1/2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0 1/2" 24'-6" 18'-6" N O O O TO GOLF CENTER N N N N O O 0 O O N 0 O O N O TO GUITAR CENTER O N O N O O O 1 O O 0 z_ r -0 —0 I • -o r O O 0 O " DISPLAY WINDON 0 0 O 10 1 —0 O O O 0 1 —0 0--- O 0 O _—( )—tet O O 10 O O U O 10 O 0 ❑ REMOVE TEE AND VIC MAIN BACK TOGETHER O O O 0— O O ---0 O O O —0 O O 10 O O O O O n O O 0 O ELECTRIC BELL 8" RISER AND FEED MAIN -0 REMAIN. 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" DART CORRAL 0 108'-8 1/2" 11'-2" 18'-6" O O OO C� 1}a O O LTJ UIU O O O O 0 co 0 z 0 I O 0 O O 109 O 0 O O 0 0- O I O O I O O O „Arlo 0 O O O • cp O O 0 O IO 10 I0 O O CE LECT ROOM CUSTOM FIKTURE TO 0 _r `BE CUT IN FIELD O 2' DO AUX. D 4-0 A.F.F. CUSTOM FIXTURE TO BE CUT IN FIELD O 9 b- — 0 c0 X O DEMO CROSS MAIN & BRAN IHLIN,ES IN THIS • REA 24'-0" EXISTING 8" RISER-' \-ELECT RIC TO REMAIN 355'-0" BELL 24'-0" 24'-0" 355'-0" DEMO EXISTING 8 RISER ELECTRIC BELL 24'-0" UP 1-6 DEMO ALL MAINS & BRANCHLINES IN THIS AREA n O O 0 0 O Lo 0 2" DOWN TO AUX. DRAIN © 4-0 A.F.F. \_ CUSTOM FIXTURE TO 11 BE CUT I FIELD I 0 in CO N • • • 2" DOWN TO FAUX. tRAINj ® 4-0 A.F.F.t FIRE SPRINKLER DEMOLITION PLAN SCALE 1/16" = 1'- 0" 24'-0" NORTH 24'-0" 24'-0" 24'-O 31/64" 24'-6" 18'-6" LEGEND O -( r D-- -0— 2 m .0 c0 N EXISTING MAIN PIPING TO BE REMOVED EXISTING BRANCHLINE PIPING TO BE REMOVED EXISTING MAIN PIPING TO REMAIN EXISTING BRANCHLINE PIPING TO REMAIN EXISTING SPRINKLER TO BE REMOVED EXISTING RISER NIPPLE TO REMAIN EXISTING LINE /ARMOVER UNDER HVAC DUCT TO BE REMOVED THESE DRAWINGS ARE FOR COORDINATION, BID AND SUBMITTAL USE ONLY. SPRINKLER CONTRACTOR TO PROVIDE COMPLETE FABRICATION/INSTALLATION DRAWINGS FOR APPROVAL BY OWNER'S REVIEWING CONSULTANT p I I I I I I U .p.►iJww....�w...�.. w....���,n�i �..... �� „+� �. �.�r.�n..m+.mm r.+ml,ro.n•+.mr.m . evisions No Date Description Drawinc references No Drawings CAD NAME: PROJECT NO• DRAWN BY: CHECKED BY. PROTOTYPE DESIGNATION. •t1C tie 40 4, NO.068074 4'EER E sp l j�d{`np �� ��� • IN CS ,0Gk� 3ED ,,,,,., 19 4 ,,„„, NWi,,,..n BA ,,,,4„,, ,,, ,,, * ,,,,,,,, ,44$01, „ ,„,,,,ItH 8, , 94i!dt14 n. 650 LIBERTY AVE UNION, NJ 07083 (908) 688-0888 FAX (908) 688 5886 THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location 400 STRANDER BLVD., TUKWILA, WA 98188 Drawing Title FIRE SPRINKLER DEMOLITION PLAN Bldg. Permit #: D2000-204 Date 09-05-00 Sheet No. AlFP2 /• 14 • 1" 1 „ N • 1/ 1/ 1" / • N • DN • 1" 1" /• MEZZANINE HEADS FED FROM ROOF SYSTEM MEZZ. OFFICE AREA PLAN BED, BAN & BEYOND DESIGN CRITERIA (APPLICABLE IN ALL JURISDICTIONS ENFORCING UNIFORM FIRE CODE) CRITERIA BASED ON FOLLOWING CONDITIONS; CLASS I—IV, LIMITED GROUP A PLASTIC COMMODITES CARTONED AND EXPOSED, NONENCAPSULATED PRODUCT SHELF STORAGE, SINGLE ROW AND BACK—TO—BACK WITH MASONITE BOARD DIVIDERS 16 1/2 FT. MAXIMUM STORAGE HEIGHT 4 FT. MINIMUM AISLE WIDTH HIGH TEMPERATURE ELO CEILING SPRINKLERS PRIMARY DESIGN CRITERIA BASE DESIGN CRITERIA: (CLASS I—IV COMMODITIES): 0.58 GPM/SQ. FT. OVER 2000 SQ. FT. (NFPA 231C, FIGURE 6-12.1(d), CURVE G) REDUCE DENSITY TO 70% OF BASE CRITERIA DUE TO 16 1/2 FT. STORAGE HEIGHT (NFPA 231C, SECTION 6-9.2 AND FIGURE 6-9.2) INCREASE DENSITY TO 120% OF ADJUSTED DENSITY TO ACCOUNT FOR SOLID SHELVING, WHICH IS ASSUMED TO BE SIMILAR TO USE OF SOLID BOTTOM WOOD PALLETS (NFPA 231C, SECTION 6-9.10) DESIGN CRITERIA ADJUSTMENTS: BASE DESIGN CRITERIA: .58 * 0.7 * 1.2 = .487 GPM/SQ.FT. OVER 2000 SQ. FT. SECONDARY DESIGN CRITERIA (LIMITED GROUP A PLASTICS IN ACCORDANCE WITH UFC SECTION 8101.5.2): BASE DESIGN CRITERIA: DESIGN CRITERIA ADJUSTMENTS: 0.60 GPM/SQ.FT. OVER 2000 SQ. FT. (NFPA 231C, FIGURE 8-2.1(e) & NOTE 8) REDUCE DESIGN AREA TO 900 SQ. FT. IN ACCORDANCE WITH UFC SECTION 8101.5.2 FINAL CRITERIA: 0.60 GPM/SQ. FT. OVER 900 SQ. FT. NOTE: SYSTEM #1 SIZED IN ACCORDANCE WITH SYSTEM #2 HYDRAULIC CALCULATIONS NEW 6" CROSS MAIN IN GOLF CENTER 6" N N 4 ! 0 / EXISTING BRANCH LINES IN GOLF CENTER 6" 6" 8" EXISTING FEED MAIN TO EXISTING FAR CROSS MAIN IN GOLF CENTER 6" 6" 2" UP TO MEZZANINE 11 N N " x 1" C 0 0 6" N OFT KITCHEN N 6 0 / AUTOMATIC FIRE SPRINKLER LEGEND SYMBOL MANUFACTURER TYPE TEMP. ORIFICE K—FACTOR FINISH MIN. PSI ESCUTCHEON QUANTITY O • CENTRAL ELO-231 CENTRAL GB UPRIGHT SSP , 286 165 0.64" "1/2" 11.4 5.6 BRASS CHROME 10 7 NONE CHROME 168 24 TOTAL FIRE SPRINKLERS SHOWN 192 0 ! s N /\ ti 0 C" 4 / 0 DINNERWARE ! / 0 / o" 4 / N 0 O / O O N 0 0 —r— x N 0 N 0 / 0 x N FRAMED AFT C`4 0 0 SYSTEM LIGHTING NE (\1 I 0 9 9 O / NEW WORK NOTES ADD—A—CAP, TYPICAL 1. ALL SPRINKLER DEFLECTORS IN AREAS WITH NO CEILING TO BE WITHIN 12" OF HEAT COLLECTION SURFACE. OBSTRUCTED, COMBUSTIBLE CONSTRUCTION U.N.O. 2. CONTRACTOR TO ARM AROUND AND SPRINKLER BELOW ALL ROOF MECHANICAL PENETRATION LOCATIONS AS SHOWN AND/OR AS REQUIRED PER NFPA. AN ADDITIONAL (12) FEET OF PIPE HAVE BEEN INCLUDED PER BRANCHLINE IN ALL HYDRAULIC CALCULATIONS TO ACCOUNT FOR MODIFICATION AS NEEDED. 3. SEE SHEET FP5 FOR ALL HANGER DETAILS AND TYPES USED. 4. SEE SHEET FP5 FOR ALL BRACING DETAILS. 5. ALL DIMENSIONS SHOWN ARE TO BE CONFIRMED AND COORDINATED BY CONTRACTOR. ADJUST AS NEEDED FOR CONFLICTS WITH OTHER TRADES/OBSTRUCTIONS AT NO COST TO OWNER. 6. SEE SHEET FP1 FOR GENERAL NOTES AND DETAILS, 7. ALL NEW BRANCHLINES TO BE INSTALLED AS TIGHT AS POSSIBLE TO BOTTOM OF JOIST/PURLINS WITH SPRINKLER DEFLECTOR A MAXIMUN OF 12" BELOW BOTTOM OF DECK. 8. ALL NEW MAINS TO BE INSTALLED AS TIGHT AS POSSIBLE TO BOTTOM OF DECK, WITH MINIMUM RISER NIPPLE LENGTH BEING 0'6" HANGER NOTES 1. ALL BRANCHLINES TO BE HUNG WITH U—HOOKS OR TSBB. 2. ALL MAINS TO BE HUNG WITH U—HOOKS OR TSBB. 3. SEE SHEET FP5 FOR HANGER DETAILS AND REQUIREMEMTS. EXISTING 8" RISER + 1Q 6" /) N N N ! 0 4 O 0 r ti L a•CkQ 6" O N 0 0 N N 0 N Q / 0 O N J 0 N O 0 / SEASONAL 0 T FIRE SPRINKLER PIPING PLAN SCALE: 1/8" = SYSTEM #1 = 23,700 SQ. FT. NORTH LEGEND / 0 NEW MAIN PIPING TO BE ADDED NEW BRANCHLINE TO BE ADDED EXISTING MAIN TO REMAIN EXISTING BRANCHUNE TO REMAIN EXISTING RISER NIPPLE TO REMAIN NEW RISER NIPPLE TO BE ADDED NEW SPRINKLERS TO BE ADDED EXISTING SPRINKLERS TO REMAIN HPR DEPARTMENT DENVER, CO msuRance =Panes APPROVED APPROVAL. IS FOR INFORMATION SHOWN AND IS ;r•,`I L_LDED TO REFLECT ONLY CON D;T.O,. _> ',3 RELATED TO THE AGGER I;'. ; FOR FIRE INSURANCE. AP —iii t ' `' ECT ❑ Notatic;.L; Hereon V -Conditions in Letter Dated:_ o 0 Inspection Notify 48 Hrs. in Advance Approved by-f_c .,.,,Date,Wco Tests Ph. THESE DRAWINGS ARE FOR COORDINATION, BID AND SUBMITTAL USE ONLY. SPRINKLER CONTRACTOR TO PROVIDE COMPLETE FABRICATION/INSTALLATION DRAWINGS FOR APPROVAL BY OWNER'S REVIEWING CONSULTANT SEE SHEET FP4 FOR CONTINUATION SHOULD MODIFICATIONS TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE INSTALLING CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL OF THE CHANGES FROM BOTH THE A.H.J. AND THE OWNER'S REVIEWING CONSULTANT. IN ADDITION TO OBTAINING THE NECESSARY APPROVALS, THE INSTALLING CONTRACTOR MUST MAKE NOTE OF ANY FIELD OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS, AND THEN MUST PROVIDE A SET OF AS—BUILT DRAWINGS ONCE COMPLETE. revisions No Date Description Drawinc references No Drawings CAD NAME: PROJECT NO • DRAWN BY: CHECKED BY. PROTOTYPE DESIGNATION. �R C FI Tff4� 'O .9 0 NO 068074 c� 6~ Gs A\ St'N. <,,c, BED ( M II ' Mw i.u. v.r BA kC 1'WlIOI4�`a� w I�•xIh I�IMu,� � 650 LIBERTY AVE UNION, NJ 07083 (908) 688-0888 FAX (908) 688 1 5886 lif 4 I ,rI1,,Mv.11 1'4"" i.����� & THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location 400 STRANDER BLVD., TU KWI LA, WA 98188 Drawing Title FIRE SPRINKLER PIPING PLAN Bldg. Permit #: D2000-204 Date 09-05-00 Sheet No. FP3 TO SYSTEM ONE SEE SHEET FP3 yQ. R N 0 0 / 0 ❑_ COOKWARE / — 0 0 N / 0 / 0 0 0 / 0 / 0 0 / N N C,1 / 0� 0 0 / / N 0 / 0 N N 0 0 / 0 / 0 -4— I UVVtLJ❑ DN TO 1 1/2 VALVE / N / N 0� N 0 SCENT 0 N / 0 N 0 N J / 0 N ACCESSORIES / 0 N / 0 0 / / N N PF - 0 ti Q1 0 •O 0 0 • • • • or 6" ti n c� 4 11 6 / \-\ 6' `1, + }"If 6" DRAIN CAP D RAI N N / i✓✓iii//z/z/z/z /iii///iii✓ii/i/i/ii✓iiiiiiiiiz/z/z/iiiilwrziWi 2"y ADD A ;,CAP (TYP.) 2 LINES PER BAY (TYP.) 3'—O" 10' ELECTRIC BELL AUTOMATIC FIRE SPRINKLER LEGEND SYMBOL MANUFACTURER TYPE TEMP. ORIFICE K—FACTOR FINISH MIN. PSI ESCUTCHEON QUANTITY O • CENTRAL ELO-231 CENTRAL GB UPRIGHT SSP 286 165 .64" 1/2" 11.4 5.6 BRASS CHROME 10 7 NONE CHROME 351 1 TOTAL FIRE SPRINKLERS SHOWN 352 FIRE SPRINKLER PIPING PLAN SCALE: 1/8" = 1'-0" SYSTEM 12 = 27,900 SQ. FT. NEW WORK NOTES 1. ALL SPRINKLER DEFLECTORS IN AREAS WITH NO CEILING TO BE WITHIN 12" OF HEAT COLLECTION SURFACE. OBSTRUCTED, COMBUSTIBLE CONSTRUCTION U.N.O. 2. CONTRACTOR TO ARM AROUND AND SPRINKLER BELOW ALL ROOF MECHANICAL PENETRATION LOCATIONS AS SHOWN AND/OR AS REQUIRED PER NFPA. AN ADDITIONAL (12) FEET OF PIPE HAVE BEEN INCLUDED PER BRANCHLINE IN ALL HYDRAULIC CALCULATIONS TO ACCOUNT FOR MODIFICATION AS NEEDED. SEE SHEET FP5 FOR ALL HANGER DETAILS AND TYPES USED. ( 4. SEE SHEET FP5 FOR ALL BRACING DETAILS. ALL DIMENSIONS SHOWN ARE TO BE CONFIRMED AND COORDINATED BY CONTRACTOR. ADJUST AS NEEDED FOR CONFLICTS WITH OTHER TRADES/OBSTRUCTIONS AT NO COST TO OWNER. SEE SHEET FP1 FOR GENERAL NOTES AND DETAILS. ALL NEW BRANCHLINES TO BE INSTALLED AS TIGHT AS POSSIBLE TO BOTTOM OF JOIST/PURLINS WITH SPRINKLER DEFLECTOR A MAXIMUN OF 12" BELOW BOTTOM OF DECK. ALL NEW MAINS TO BE INSTALLED AS TIGHT AS POSSIBLE TO BOTTOM OF DECK, WITH MINIMUM RISER NIPPLE LENGTH BEING 0'6" 3, 16. 7. HANGER NOTES 1. ALL BRANCHLINES TO BE HUNG WITH U—HOOKS OR TSBB. 2. ALL MAINS TO BE HUNG WITH U—HOOKS OR TSBB. 3. SEE SHEET FP5 FOR HANGER DETAILS AND REQUIREMEMTS. NORTH SYSTEM #2 - PRIMARY CRITERIA HYDRAULICALLY MOST DEMANDING 2000 SQ, FT. WITH DESIGN DENSITY OF .487 GPM/SQ. FT. REQUIRES 1,064.1 GPM AT 67.7 PSI AT BASE OF RISER SYSTEM #2 - SECONDARY CRITERIA HYDRAULICALLY MOST DEMANDING 900 SQ. FT. WITH DESIGN DENSITY OF .60 GPM/SQ. FT. REQUIRES 477.8 GPM AT 45.8 PSI AT BASE OF RISER SYSTEM IIS SIZED BASED ON SYSTEM 2 CALCS. L 2 LINES THIS BAY BED, BATH & BEYOND DESIGN CRITERIA (APPLICABLE IN ALL JURISDICTIONS ENFORCING UNIFORM FIRE CODE) CRITERIA BASED ON FOLLOWING CONDITIONS: CLASS I—IV, LIMITED GROUP A PLASTIC COMMODITES CARTONED AND EXPOSED, NONENCAPSULATED PRODUCT SHELF STORAGE, SINGLE ROW AND BACK—TO—BACK WITH MASONITE BOARD DIVIDERS 16 1/2 FT. MAXIMUM STORAGE HEIGHT 4 FT. MINIMUM AISLE WIDTH HIGH TEMPERATURE ELO CEILING SPRINKLERS PRIMARY DESIGN CRITERIA (CLASS I—IV COMMODITIES); BASE DESIGN CRITERIA: DESIGN CRITERIA ADJUSTMENTS: BASE DESIGN CRITERIA: 0.58 GPM/SQ. FT. OVER 2000 SQ. FT. (NFPA 231C, FIGURE 6-12.1(d), CURVE G) REDUCE DENSITY TO 70% OF BASE CRITERIA DUE TO 16 1/2 FT. STORAGE HEIGHT (NFPA 231C, SECTION 6-9.2 AND FIGURE 6-9.2) INCREASE DENSITY TO 120% OF ADJUSTED DENSITY TO ACCOUNT FOR SOLID SHELVING, WHICH IS ASSUMED TO BE SIMILAR TO USE OF SOLID BOTTOM WOOD PALLETS (NFPA 231C, SECTION 6-9.10) .58 * 0.7 * 1.2 = .487 GPM/SQ.FT. OVER 2000 SQ. FT. SECONDARY DESIGN CRITERIA (LIMITED GROUP A PLASTICS IN ACCORDANCE WITH UFQ SECTION 8101.5.2): BASE DESIGN CRITERIA: DESIGN CRITERIA ADJUSTMENTS: FINAL CRITERIA: 0.60 GPM/SQ.FT. OVER 2000 SQ. FT. (NFPA 231C, FIGURE 8-2.1(e) & NOTE 8) REDUCE DESIGN AREA TO 900 SQ. FT. IN ACCORDANCE WITH UFC SECTION 8101.5.2 0.60 GPM/SQ. FT. OVER 900 SQ. FT. HPR DEPARTMENT DENVER, CI InsuRance comr ries APPROVED APPROVAL IS FOR INFORMATION SHOWN AND IS IMENDED ENDED TO REFLECT ONLY CONDITIONS AS RELATED TO THE ACCEPTAL;.LI i Y FOR FIRE INSURANCE. APP131.111JECT TO: ❑ Notatioris i i Wroon R -Conditions in Letter 0 inspection and Tests Notify Ph, 48 Hrs. in Advance Approved by pate, LEGEND NEW MAIN PIPING TO BE ADDED NEW BRANCHLINE TO BE ADDED — — — — EXISTING MAIN TO REMAIN EXISTING BRANCHLINE TO REMAIN EXISTING RISER NIPPLE TO REMAIN NEW RISER NIPPLE TO BE ADDED NEW SPRINKLERS TO BE ADDED —0— EXISTING SPRINKLERS TO REMAIN THESE DRAWINGS ARE FOR COORDINATION, BID AND SUBMITTAL USE ONLY. SPRINKLER CONTRACTOR TO PROVIDE COMPLETE FABRICATION/INSTALLATION DRAWINGS FOR APPROVAL BY OWNER'S REVIEWING CONSULTANT SHOULD MODIFICATIONS TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE INSTALLING CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL OF THE CHANGES FROM BOTH THE A.H.J. AND THE OWNER'S REVIEWING CONSULTANT. IN ADDITION TO OBTAINING THE NECESSARY APPROVALS, THE INSTALLING CONTRACTOR MUST MAKE NOTE OF ANY FIELD OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS, AND THEN MUST PROVIDE A SET OF AS—BUILT DRAWINGS ONCE COMPLETE. ' . evisions No Date Description Drawinc references No Drawings CAD NAME: PROJECT NO• DRAWN BY: CHECKED BY. PROTOTYPE DESIGNATION. RSC F E SP • l,'t RTIC 4.e. v 1� r�09 vs 'A 9 NO. 068074 6~ co*'EERIIIG� ° P ' BED ya w r ,,171% BA i� m t,u, �a. 4 h1Y�jpa�, ,i'rr"4 I y 'r1 +� � M „�� ��t � 9 1 ISP mi N vI � 1r & wrN✓: o g ui • u*+a��xa�I��1 MPI, 650 LIBERTY AVE UNION, NJ 07083 (908) 688-0888 FAX (908) 688 5886 THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location 400 STRANDER BLVD., TU KWI LA, WA 98188 Drawing Title FIRE SPRINKLER PIPING PLAN Bldg. Permit #: D2000-204 Date 09-05-00 Sheet No. F P4 /\R t Q O C 1"ONT TEST CONNECTIQN N 0 N H --c (C-11) N 0 0 N Ci) 4" DRAIN CAP O 0 N / C N 0 4 R. CMU WALL \71 0 N N N 4 N N N N N 6 -0" N N 0 / O N / O N 0 O 12' 0" N RAPE 6' 0" N 0 / Q O 0 / N 0 0 R N 0 N 0 / 0 O 0 N FU+R I4ITU R E 0 N/ 0 / 0 N O N 0 0 0 0 ELECTRIC S N 0 0 N 0 N / O O L / O N 0 L 0 N O N O MATCH LINE SEE FP4 N / DUV%T o N N DOWN N N N N N N /, O'( N 1/ N O r/I COVRLETS 01 /I 0 N / N 0 0 LTS- N O N 0 0 N 0 N N PRIfvTS O N q /1 0 0 O SWING O / CLOSET / N 0 O 1-1/2/ 0 a N N 0 / 0 O 3 DN TC HOSE O 1 1/2 VALVE 0 N 0 N / PRINTS 0 O N 0 N / 0 O N 'N OLIDS 0 / 0 0 N oL_ N / 0 0 N N 0 0 0 N 0 PADS 0 0 N 0 / 0 N 0 N 0 PILLOWS 0 0 KITCHEN BASICSYSTEM TWO O, O R N O N O -1— I J, " N to 0 N / RUGS N o nal O N 0 O 4" DRAIN CAP N PRINg3o P L - L_ P N / 314) O' 'i PRINTS N N N PRINTS 319Y 0. • AL• 0 NI*IDDY / N 0 / N N 0 PROMO 0 N TOSS zJ 0 0 N BLANKETS N N 0 N CJ / THROWS / REMOTE AREA SECONDARY DESIGN CRITERIA .60/900 0 REMOTE AREA LL PRIMARY DESIGN CRIT RIA 487/2,000 0 (960) IJ HANGER LOCATIONS TYPICAL ALL BRANCH LINES / O / O / 0 TOWELS 0 IM MATCHLINE SEE FP4 NEW WORK NOTES 1. ALL SPRINKLER DEFLECTORS IN AREAS WITH NO CEILING TO BE WITHIN 12" OF HEAT COLLECTION SURFACE. OBSTRUCTED, COMBUSTIBLE CONSTRUCTION U.N.O. 2. CONTRACTOR TO ARM AROUND AND SPRINKLER BELOW ALL ROOF MECHANICAL PENETRATION LOCATIONS AS SHOWN AND/OR AS REQUIRED PER NFPA. AN ADDITIONAL (12) FEET OF PIPE HAVE BEEN INCLUDED PER BRANCHLINE IN ALL HYDRAULIC CALCULATIONS TO ACCOUNT FOR MODIFICATION AS NEEDED. 3. SEE SHEET FP5 FOR ALL HANGER DETAILS AND TYPES USED. 4. SEE SHEET FP5 FOR ALL BRACING DETAILS. 5. ALL DIMENSIONS SHOWN ARE TO BE CONFIRMED AND COORDINATED BY CONTRACTOR. ADJUST AS NEEDED FOR CONFLICTS WITH OTHER TRADES/OBSTRUCTIONS AT NO COST TO OWNER, 6. SEE SHEET FP1 FOR GENERAL NOTES AND DETAILS. 7. ALL NEW BRANCHLINES TO BE INSTALLED AS TIGHT AS POSSIBLE TO BOTTOM OF JOIST/PURLINS WITH SPRINKLER DEFLECTOR A MAXIMUN OF 12" BELOW BOTTOM OF DECK. 8. ALL NEW MAINS TO BE INSTALLED AS TIGHT AS POSSIBLE TO BOTTOM OF DECK, WITH MINIMUM RISER NIPPLE LENGTH BEING 0'6" HANGER NOTES 1. ALL BRANCHLINES TO BE HUNG WITH U—HOOKS OR TSBB, 2. ALL MAINS TO BE HUNG WITH U—HOOKS OR TSBB. 3. SEE SHEET FP5 FOR HANGER DETAILS AND REQUIREMEMTS. SYSTEM #2 - PRIMARY CRITERIA HYDRAULICALLY MOST DEMANDING 2000 SQ. FT. WITH DESIGN DENSITY OF .487 GPM/SQ. FT. REQUIRES 1,064.1 GPM AT 67.7 PSI AT BASE OF RISER SYSTEM #2 - SECONDARY CRITERIA HYDRAULICALLY MOST DEMANDING 900 SQ. FT. WITH DESIGN DENSITY OF .60 GPM/SQ. FT. REQUIRES 477.8 GPM AT 45.8 PSI AT BASE OF RISER SYSTEM IIS SIZED BASED ON SYSTEM 2 CALCS. AUTOMATIC FIRE SPRINKLER LEGEND SYMBOL MANUFACTURER TYPE TEMP. ORIFICE K—FACTOR FINISH MIN. PSI ESCUTCHEON QUANTITY O • CENTRAL ELO-231 CENTRAL GB UPRIGHT SSP 286 165 I .64" 1/2" 11.4 5.6 BRASS CHROME 10 7 NONE CHROME 351 1 TOTAL FIRE SPRINKLERS SHOWN 352 BED, BATH & BEYOND DESIGN CRITERIA (APPLICABLE IN ALL JURISDICTIONS ENFORCING UNIFORM FIRE CODE) CRITERIA BASED ON FOLLOWING CONDITIONS: CLASS I—IV, LIMITED GROUP A PLASTIC COMMODITES CARTONED AND EXPOSED, NONENCAPSULATED PRODUCT SHELF STORAGE, SINGLE ROW AND BACK—TO—BACK WITH MASONITE BOARD DIVIDERS 16 1/2 FT. MAXIMUM STORAGE HEIGHT 4 FT. MINIMUM AISLE WIDTH HIGH TEMPERATURE ELO CEILING SPRINKLERS PRIMARY DESIGN CRITERIA (CLASS I—IV COMMODITIES): BASE DESIGN CRITERIA: DESIGN CRITERIA ADJUSTMENTS: BASE DESIGN CRITERIA: 0.58 GPM/SQ. FT. OVER 2000 SQ. FT. (NFPA 231C, FIGURE 6-12.1(d), CURVE G) REDUCE DENSITY TO 70% OF BASE CRITERIA DUE TO 16 1/2 FT. STORAGE HEIGHT (NFPA 231C, SECTION 6-9.2 AND FIGURE 6-9.2) INCREASE DENSITY TO 120% OF ADJUSTED DENSITY TO ACCOUNT FOR SOLID SHELVING, WHICH IS ASSUMED TO BE SIMILAR TO USE OF SOLID BOTTOM WOOD PALLETS (NFPA 231C, SECTION 6-9.10) .58 * 0.7 * 1.2 = .487 GPM/SQ.FT. OVER 2000 SQ. FT. SECONDARY DESIGN CRITERIA (LIMITED GROUP A PLASTICS IN ACCORDANCE WITH UFC SECTION 8101.5.2): BASE DESIGN CRITERIA: DESIGN CRITERIA ADJUSTMENTS: FINAL CRITERIA: 0.60 GPM/SQ.FT. OVER 2000 SQ. FT. (NFPA 231C, FIGURE 8-2.1(e) & NOTE 8) REDUCE DESIGN AREA TO 900 SQ. FT. IN ACCORDANCE WITH UFC SECTION 8101.5.2 0.60 GPM/SQ. FT. OVER 900 SQ. FT. LEGEND NEW MAIN PIPING TO BE ADDED NEW BRANCHLINE TO BE ADDED —' —' — — EXISTING MAIN TO REMAIN EXISTING BRANCHLINE TO REMAIN EXISTING RISER NIPPLE TO REMAIN NEW RISER NIPPLE TO BE ADDED NEW SPRINKLERS TO BE ADDED —0— �—" EXISTING SPRINKLERS TO REMAIN Cf ARTMENT DENVER, CO :nsur .ante CCRIPaliES APPROVED APPROVAL IS FOR INFORMATION SHOWN AND IS INTENDED TO REFLECT ONLY CONDITIONS AS RELATED TO THE ACCEPTAEaL1 1Y FOR FIRE INSURANCE. APP A:.. Eni ECT TO: ❑ Notations Hereon reon k - Conditions in Letter Dated: -._._.. fin/6/0o ❑ Inspection and Tests Notify _ Ph. 48 firs. in Advniicc Approved by D,1ka� k, FIRE SPRINKLER PIPING PLAN SCALE: 1/8" = 1'-0" SYSTEM #2 = 27,900 SQ. FT. THESE DRAWINGS ARE FOR COORDINATION, BID AND SUBMITTAL USE ONLY. SPRINKLER CONTRACTOR TO PROVIDE COMPLETE FABRICATION/INSTALLATION DRAWINGS FOR APPROVAL BY OWNER'S REVIEWING CONSULTANT NORTH SHOULD MODIFICATIONS TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH ALL OTHER TRADES, rr WILL BE THE INSTALLING CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL OF THE CHANGES FROM BOTH THE A.H.J. AND THE OWNER'S REVIEWING CONSULTANT. IN ADDITION TO OBTAINING THE NECESSARY APPROVALS, THE INSTALLING CONTRACTOR MUST MAKE NOTE OF ANY FIELD OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS, AND THEN MUST PROVIDE A SET OF AS—BUILT DRAWINGS ONCE COMPLETE. No Date Description No Drawings cAD NAME: PROJECT NO • DRAWN BY: CHECKED BY• PROTOTYPE DESIGNATION. 3ED BA ,,,,„ ,„,,,, i 41*4414, 650 LIBERTY UNION, NJ (908) 688-0888 FAX (908) 688 AVE 07083 5886 8, yil4414* ip, THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location TUKWILA WA 98188 Drawing Title FIRE SPRINKLER PIPING PLAN Bldg. Permit #: D2000-204 Date 09-05-00 Sheet No. FP5 AR 1 1/2" 90 ELL TO 1 1/2" x 0-3 TxT NIPPLE F HGR. TYP. 2 (AT RACK) 1 1/2" HOSE VALVE WITH CAP AND CHAIN FINISHED FLOOR NOTE: PROJECT STATIC PRESSURE DOES NOT EXCEED 100 PSI. PRESSURE RESTRICTIONS NOT REQUIRED HOSE CONNECTION DETAIL NOT TO SCALE NOTE: HOSE RACK DROPS ARE NOT TO BE INSTALLED UNTIL FINAL LOCATION IS VERIFIED WITH THE OWNER/PROJECT MANAGER 1/2" THRU-BOLT WITH NUT AND WASHER ' m%\svv& aamiaaiami: GROOVED TEE -1 TAPPED SIDE BEAM BRACKET FOR 6" & 8" PIPE USE EXTRA HEAVY RING FOR 1/2" ROD. GROOVED OUTLET PIPE RING 1/2" ATR FOR 6"-8" PIPE 3/8" ATR FOR 2"-4" PIPE PIPE RING TRAPEZE TYPE SCH.10 SCH.10 SCH.10 SCH.10 SCH.10 SCH.40 MAIN DIAMETER 2" 2-1/2" 3" 4" 6" 8" TRAPEZE LENGTH 8'—O" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 3" 3" 7'-0" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 3" 3" 6'-0" 2" 2" 2 1/2" 2 1/2" 3" 3" A.T.R. SIZE 3/8" 3/8" 3/8" 3/8" 1/2" 1/2" F.F. ROOF PIPE SUPPORT MAIN PIPING PIPE HANGER #17 GLOBE VALVE GALVANIZED PIPING THROUGH WALL TYPICAL RISER NIPPLE NOT TO SCALE TRAPEZE HANGER DETAIL #H20 NOT TO SCALE —TEST ORIFICE 1.0 1 x 1/2 (3/4) 45° GALV. ELL TEST CONN. -WET PIPE SYSTEM NOT TO SCALE TAPPED SIDE BEAM BRACKET LOCK NUT AND WASHER LAG OR BOLT SEE HANGER NOTES 1/2" ATR FOR 6"-8" PIPE 3/8" ATR FOR 2"-4" PIPE PIPE RING MAIN PIPING HANGER DETAIL NOT TO SCALE EARTHQUAKE BRACE CALCULATION PIPE SIZE Sc TYPE USED TOTAL LENGTH IN CALC. AREA WEIGHT PER FOOT WITH WATER TOTAL WEIGHT PER PIPE 6" SCH.10 40'-0" 23.03 921.2 2" DYNA—FLOW 4 LINES ® 108' EA.=432' TL 23.03 921.2 TOTAL WEIGHT 2558.48 APPLY HALF OF TOTAL WEIGHT (ACTUAL LOAD) 1279.24 PER TABLE 4-14.4.3.5.6 ( NFPA-13 ED.) FASTENER TYPE = 1/2" LAG BOLT FASTENER METHOD / ANGLE = F, 60'-90' MAXIMUM LOAD PER ATTACHMENT THIS METHOD = 1586.0 I 1 w I FASTENER — 60'-90' \ I N • BRACE MINIMUM F OF BEAM <3 IN.(76mm) WOOD TE: FOR WOODEN BEAMS NOT LESS 1/2 DEPTH BUT NOT FOR BEAMS THAN 3 IN.(76mm). I DISTANCE I LONGITUDINAL — 80'-0" BETWEEN BRACES LATERAL — 40'-0" RISER PIPING BRACE CLAMP 1 1/4" PIPE SCH. 40 90° MAX 1/2" LAG BOLT MIN. 1/2 DEPTH OF BEAM APPLY BRACE AT TOP OF WOOD BEAM 1 1/4" PIPE BRACING SCH. 40 BRACE SWIVEL BRACE CLAMP WOOD BEAM (2) 1/2 X 3 3/4 QUICK BOLT II, OR EQUAL (2) 1 1/4 SCH. 40 PIPE T.O.E. (2) TOLCO OR EQUAL 1 1/4" THREADED SWIVEL ATTACHMENT END (2) TOLCO OR EQUAL BRACE CLAMP (2) 1/2 X 3 3/4 QUICK BOLT II, OR EQUAL EARTHQUAKE BRACE NOT TO SCALE NOT TO SCALE (AT RISERS ONLY) C R T U ELO-231 UPRIGHT HE WITH GUARD i DUCT OR RTU DROP DETAIL NOT TO SCALE 2" BRANCHLINE PIPING HANGER #1C - OFFSET EYE SOCKET SHOWN USED AT STEEL JOIST COMPONENTS PIPE HANGER OFFSET EYE SOCKET 3/8" ALL THREAD ROD 3/8" x 0'-1" LAG BOLT °d OFFSET EYE SOCKET PIPING A -J —J 0 z w w 4 - DECK WOOD BEAM OR 4 x 14 WOOD BEAMS 3/8" LAG BOLT 3/8" ATR fHANGER RING FOR 1"-2" PIPING HANGER #1 C NOT TO SCALE 1 B 3" MIN. HANGER #2 - U- HOOK FOR USE ON HYBRID, WOOD FRAME OR WOOD TRUSS COMPONENT$ U -HOOK 5/16" STOCK (2) #16 x 2" DRIVE SCREWS 2-1/2" THREADED PIPE THREADED PIPE WITH ADJUSTER MAIN PIPING 1" PIPE -O -LET 1" X 0'-4" NIPPLE 1" GLOBE VALVE FOR 2 1/2" TO 3" PIPE U- HOOK 3/8" STOCK (2) 3/8" x 2 1/2" LAG BOLT WOOD BEAM FASTENERS (4) 5/8" 3" PIPE SCH. 40 3" FLOOR FLANGE CENTERLINE OF BRANCH LINE PIPING 1" THRU 2" PIPE USE #16x2 DRIVE SCREWS 2" THRU 4" PIPE USE 3/8"x2-1/2 LAG SCREWS U—HOOK HANGER #21- PIPE STAND (ADJUSTABLE) FOR ATTACHMENT TO CONCRETE FLOOR (FOR 4", 6" AND 8" PIPE) COMPONENTS PIPE SADDLE W/ U -BOLT THREADED PIPE WITH ADJUSTER 3" SCHEDULE 40 PIPE W/ 3" FLOOR FLANGE (4) 5/8" x 4 3/4" QUICK BOLT II PIPE STAND NOT TO SCALE HANGER #2 NOT TO SCALE AUXILIARY DRAIN LSIGN W/CHAIN AUX, DRAIN DETAIL NOT TO SCALE PROVIDE AT ALL WET SYSTEM LOW POINTS COLLECTING 5 GALLONS OR MORE TRAPPED WATER, AD AS SHOWN. SHOULD MODIFICATIONS TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE INSTALLING CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL OF THE CHANGES FROM BOTH THE A.H.J. AND THE OWNER'S REVIEWING CONSULTANT. IN ADDITION TO OBTAINING THE NECESSARY APPROVALS, THE INSTALLING CONTRACTOR MUST MAKE NOTE OF ANY FIELD OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS, AND THEN MUST PROVIDE A SET OF AS -BUILT DRAWINGS ONCE COMPLETE. .evisions No Date Description 3rcwinc references No Drawings y CAD NAME: PROJECT NO • DRAWN BY: CHECKED BY. PROTOTYPE DESIGNATION. G 1,1 w ei o.. NO, sti," 4'4r ALL rh'EERING E A 4rj`tf 4.., d 9 0 8074 4� v~ B , L�4wGpv B D BA\ & ,l,„0,. .. Ii� � de 650 LIBERTY UNION, NJ (908) 688-0888 FAX (908) 07083 688 tPJ ( P AVE 5886 0404,11 THIS DRAWING IS THE EXCLUSIVE PROPERTY OF BED BATH & BEYOND. THE INFORMATION SHOWN MAY NOT BE USED NOR THE DRAWINGS REPRODUCED WITHOUT PERMISSION OF BED BATH & BEYOND. Location 400 STRANDER BLVD., TU KWI LA, WA 98188 Drawing Title FIRE SPRINKLER DETAILS PLAN Bldg. Permit #: D2000-204 Date 09-05-00 Sheet No. Aj t