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Home My WebLink AboutPP - 17601 SOUTHCENTER PKWY - ASHLEY FURNITURE HOMESTORE - PERMITS AND PLANS17601 SOUTHCENTER PKWY ASSOCIATED PERMITS D19-0392 890006 M20-0004 889-177 D19-0366 888-250 D19-0392 18-F-064 16-S-205 20-S-005 18-F-064 10-F-163 10-S-066 02-S-219 94-S-208 09-S-111 10-S-045 09-S-125 9 NOITIWEST 111E SYSTEMS 3315 South 116th St • Ste 115, Tukwila, WA 98168 206.772.7502 • fx 206.772.7504 www.nwfiresystems.com • LIC # NORTHFS928CR REQUEST FOR SHUTDOWN Date of Request: 10/5/2016 R.F.S. # 001 To: Tukwila Fire Prevention Address: 6300 Southcenter Blvd Ste 209 th;` Fre Permit No. Attention: Al Metzler Project: Ashley Furniture Home Store Address: 17601 Southcenter Parkway Tukwila, WA Issue: Demo existing single row of racking (4) supplies into single row of racks Specification Involved: This is the last row of racking for this system. Existing riser will have no fire sprinkler system off of it. Request The existing rack fire sprinkler system has been completely demo except this last row of racks. Once Demo the rack system riser will have no system piping of any type. The supply piping will be left in place as the Other supply drops have been left. Please confirm with a shutdown number to complete this demo work. Please respond directly to: Ken Bryner kbryner@nwfiresystems.com Northwest Fire Systems Response: a FIRE DEPARTMENT ,#4WILA Piss: c0 'O6-575-4407 and th;` Fre Permit No. givi ;eid exactaddi-ess for shut, - t '.own ';own ar restoration approval. Date of Response: Response By: MAR -18-2010 09:00 PATRIOT FIRE pATmOT PROTECTION, INC. Fire Sprinklers Save Lives! 253 284 3547 P.02 2707 70TH Avenue East Tacoma, WA 98424 FILE March 18, 2010 To: Lt. Al Metzler Tukwila Fire Department 444 Andover Park E Tukwila, WA Re: Ashley Fumiture 17601 Southcenter Parkway, Suite 100 Tukwila, WA Lt. Metzler: TEL: (253) 926.2290 FAX: (253) 922.6150 t IOwILA FIRE DEPARTMEOR Please call: 575.4402 and give this job , No. /D- -0 5 -ind exact address for shut ;wn or restardtion a,onro\ ell Patriot Fire Protection, Inc. is requesting a shut down number for demolition of existing fire sprinklers located in the new Ashley Furniture space. Demo will consist of removing drops from overhead system for removed ceilings. Also under this demo letter we request the approval to relocate a feed main 4'-0" from its current location. The relocation of this main is for the partial roof demolition. The relocation of the main is critical to the functionality of the fire system during construction. We are currently working on permit drawings and will have them submitted as soon as possible. Please feel free to call with any questions. Sincerely, PATRIOT FIRE PROTECTION, INC. Clint Carr Project Manager HANFORD, WA OFFICE TEL (509) 373.8895 FAX (509) 373.8919 VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 PATRIFP099CF SPOKANE, WA OFFIICE TEL (509) 926.3428 FAX (509) 926.3706 TOTAL P.02 Rug 18 2009 2:48PM FSI Fire S rinklers WA CL# FIRESI"9SBRJ 253 826 1033 p.l 1 BILE 1014 North Street, Suite 200, Sumner, Wa 98390.253-826-0099 • Fax 253-826-1033 • firesprinklersinc@comcast.net FACSIMILE TRANSMITTAL SHEET ro: Mr. Al Metzler FROM: Brett Morrison COMPANY: City of Tukwila Fire Department DATE: 8-18-09 FAX NUMBER: (206) 575-4439 TOTAL NUMBER OF PAGES INCLUDING COVER: 1 PHONE NUMBER: (206) 575-4407 SENDER'S REFERENCENUMBER: 2360 SUBJECT: Sprinkler Demo—Shutdown Request REFERENCE: Levitz—Ashley Furniture ❑ URGENT ❑FOR REVIEW ❑ PLEASE COMMENT X PLEASE REPLY OPER YOUR REQUEST NOTES/COMMENTS : Mr. Metzler, FSI is currently assisting the new tenant with their code compliance issues at the old Levitz Furniture build- ing located at 17601 South center Parkway. The old retail area of the building consists of wood construction with existing upright protection and 1" drops to a ceiling that no longer exists. The ceilings which have been removed will not be reinstalled as their theme in this retail area will be open structure. I am requesting a shutdown number which will allow us to remove and plug all the 1" drops in areas without ceilings to bring this area of the building to code. Thank you for your cooperation, Brett Morrison President t 441100,11,A FERE ©EPAR"IU1W1 Please call: 575.4401 and give this job No. OR -S -1.S and exact address for shut. 'town or restoration approval 44istilw44 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION 1 1E0 Site Address:' South Center Parkway I2-3( King Co. Assessor's Tax No.: Tukwila, WASuite Number: 40 0 Floor: Tenant Name: Ashley Furniture Property Owner's Name: C/0 JSH Properties Inc Mailing Address: 7325 166th Ave NE #f-260 Redmond WA 98052 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Megan Knoben Day Telephone: 253-840-9900 Company Name: Red Hawk Fire Protection Mailing Address: 801 Valley Ave NW Suite D Puyallup WA 98371 City State Zip E-mail Address: megank@ redhawkfp . com Fax Number: Contractor's City of Tukwila NICET III number: Business License number: SUoctetIS octet 15(-19 Total number of new/relocated devices or sprinkler heads: &' 2 to Valuation of Project (contractor's bid price): $ 19 , 15 4 Scope of Work (please provide detailed information): This project is a tenant improvement. Red Hawk is adding and/or relocating sprinklers to accommodate new walls and New Tenant? ❑x -Yes - No ceilings. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: ofYi Print Name: Megan Knoben Plan Permit App.doc Date: 12/3/19 Day Telephone: 253-840-9900 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: / 2 6,01 5v c< 7 i e,../7-172. 17,k iv Suite Number: Floor: / Tenant Name: 1 r 5h 17 I tea.///Zi/L e New Tenant? 9Yes No Property Owner's Name: /�/ Ni/ ley r!�{fef4)flf i e. %1l /j C� a,,• .10!/ Mailing Address: t / / 3/ Ili 1 0 / e'wI 0 ! ,s,% ' L 7e 3� . City State Zip CONTACT PERSON -if there are questions about jthe submittal. Name: a0/7 f t ti i i i/''. .J - / i / Q/io/l16 Day Telephone: 1/4/7 -5757-4/ V Company Name: 412T/P2Lt ee b :J f Mailing Address: 74c1t))) SJ 4/3Y/ 644/ j'f- j L -o , 6 /G 3.2..7 .rz) City State Zip E-mail Address: (1i1Q4// ti &4O7 0111 Fax Number: n Q f Contractor's City of Tukwila NICET number: ! '/7 // Business License number: Total number of new/relocated devices or sprinkler heads: / Valuation of Project (contractor's bid price): $ /4/40D Scope of Work (please provide detailed .information): '7 115/» /- . /4 Jc'/e P4%)1 4--? Ce;MMe,si' 649'7' A -- PERMIT 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. BUILDIre: / MNG O Nei AbTII ZED AGENT: ke Sib AR 2 0 201C PAID �n �n ^�] LL,_, �~ �(�A� ,/ Date: Print Name: i /Wl7Ne� -,, 1 `!%0/7M'vLF/ UK1!!lI A.elghone: -3` '2 —5�.57 4/3/ Plan Permit App.doe 5/22/14-^?9'lV TFD FP Foran 8 1 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Ashley Furniture 17501 Southcenter Furniture Permit No.: 20-S-005 Date: January 10, 2020 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe. Section 18.5.5. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions. Section 18.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line. Section 18.5.6. • Provide lateral and longitudinal bracing for changes in pipe direction per section 18.5.7. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement. Section 18.6. • Restraints for branch lines shall be at intervals per table 18.6.4 (a)(b) and section 18.6 and restrain sprig ups greater than 4'. Section 18.6.6. • Comply with ASCE 7-05. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • Weld stamps shall be inspected on the ground, before the pipe is hung. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2019 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Ashley Furniture Retail Area 17601 Southcenter Py Permit No.: 10-S-066 Date: April 29, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. ,Jz INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit %/7Z06,..?a_ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: itk Ue-Ail c: f 1\A\AR) Type of Inspection: -- -&A.Jaq j�,��Contact Address:l 7(t)O Suite #: 1 J Person: Pre -Fire: Special Instructions: Phone No Occupancy Type: 1 A ' , ZO Z ,-07/1 1 \YI Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Insp ion: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i I —4V Date Atk tilt Hrs.: ( $1.0.0 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 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ri— 0;92 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 43,NType .ct./ .74)aii;t7 of Inspection: /1417 Address:Contact Suite #: % .757)ISC PI -w f iao Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: _ G < -mss o ('' (f '2T -LA ,7-UI_</ee- ,± d, ( //, A or- -- t-iaCerrr % ,2Act-) g Alai e -S res "4-- 401Z- 7V /%01/4- s %. CP. 117-1 A)42.14 -.-- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: I -,/-3O Date: �/77/'Aze Hrs.: /. d $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 f INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit o >a -j/7 'pfd - c 3qZ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /' kil 1 ) _ k-c./fm/7) Hood & Duct: Type of Inspectio l�'�GC. Address: Suite #: 1/(.00 a_ ✓ ( Contact Person: Person: pi Special Instructions: N Phone No.: Approved per applicable codes. COMMS TS: Corrections required prior to approval. 67-ror \\16t\L 6 -2% -r -Lc &u_ 7-Ft_ekwz AsvAiwt Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: () k Occupancy Type: Inspector: 1I\.. Date:' \p,r.,(1._' Hrs.: 1 $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 C5rPZ°—o6/7 CORRECTION NOTICE/REINSPECTION FEE Inspector: alcy Permit number: Dig-- 636,0 TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal a(,tukwilawa. ov w ilawa. Name: `--\-081- eUM U' l i peihl r k Avzi Type of Inspection: p,� _0 Cor k.--%/0Pi 7 Location Address: 17661 : Date : ®3 /4Ple/ . Contact Person : e -Lo it I Ok\V\ x tnthA Udt, 1 i 66/ Foil) a" cailireAP "lir.%/i�/ �C2 Phone No.: 4 (e6A, &el ' 63z ACTION REQUIRED : `--\-081- eUM U' l i peihl r k Avzi e �C a i_y 1 4 1/ S' ce -S c %e 6 Ci S' 9 /bf/i FOI - r lkm .9 4.27e - 5T-0 u.Th Or ceS cl-c, r;,,Le(ivki- atlifiliotis, x tnthA Udt, 1 i 66/ Foil) a" cailireAP "lir.%/i�/ �C2 T k 6. deltorwm Orker &Atm 6r , A ,---c&/ ileme. '-' , Ord,i9r Ctil `1' C -6 Ci CORRECTI HE ABOVE ITEMS ARE REQUIRED BY : //5b .76vpr,i6(1,4=17/v04f FAILURE T li 0 ' LY MAY RESUL N THE ISSUANCE OF A CRIMI► AL CITATION/TICKET.4( Signature: Billing/Mailing Address : Attn: Address: Company Name: Ze6 rtir7z 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 Inspector: 6-1/ CORRECTION NOTICE/REINSPECTION FEE Permit number: TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal(a7,tukwilawa.gov Business Name: / FyizifCIS/g—Type ( r of Inspection: ,......spa r Location Address:7 s,_____ p,, t_i 9 Date : ,........A Contact Person : � Phone No.:)L�e�- T` -t g6 coOtakebr e�ria ACTION REQUIRED : C t C19 o 2– J�' !1-- '% P7--7-11.5 4 r— C, t` W r &--- , L Ekz-7--- bDO r/-- C4 1G�1Cyrn ezC%--C---8. (-"e klAai m Cit)C/ l /-z l i,fefr � Cor\i‘j\-1/1jc,i/ 64A. C- . CORRECTION OF THE ABOV MS ARE REQU BY : (/l 7 l t' 7 FAILURE TO COMPLY MAY RESULT t i E SSUANCE OF A CRIMINAL CITATION/TICKET. Signature: Billin'i/Mai Attn: ess : 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 Rcinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /1../t Type of Ip.sp ction: Address: Suite #: I l (Ivo I sC ey..x.,1 Contact P son: Special Instructions: Phone No.: Occupancy Type: JApproved per applicable codes. Corrections required prior to approval. COMMENTS: 16 — L — d r- Fig--- 6 4 ( 53 O Needs Shift Inspection: y:ed Sprinklers: y Date: `Jf /sy/ 8 Fire Alarm: ,eS Hood & Duct: 6 Monitor: avbc i(n) 3s -16oV Pre -Fire: ,Pti Permits: ts,p -- HP — FZ. -C I_ Occupancy Type: 41 — 1 Inspector: , S I Date: `Jf /sy/ 8 Hrs.: /, 6 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII 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 Norita Deckard From: Don Tomaso Sent: Friday, January 12, 2018 7:13 PM To: Brenda Holt; Don Tomaso;'dylanbailey@waterdistrict125.com'; Fessenden, Janise; Inna Odemchuk (Inna.Odemchuk@kingcounty.gov); Janine Springer (Janine.M.Springer@usps.gov); Jeremy DelMar; Joanna Fortenberry; Norita Deckard; PSE Addressing - PSE (ServiceAddressCorrec@pse.com); Roman Linsao; scottco@Valleycom.org; Shane Young; 'Tina.c.Fisher@usps.gov'; Valley View Sewer District (valvue@valleyviewsewer.org) Subject: New Address for Commercial Occupancy Importance: High The following address have been assigned for this new project in Tukwila. PIN 35230449088, Floor n Decor — 17651 Southcenter Parkway (is the East half of the Ashley Furniture store 17601) Building permit number is D17-0217, which will divide the building in half with separate fire protection systems. 1 s1../ Questions let me know. Don Don Tomaso Battalion Chief Fire Marshal City of Tukwila don. tomaso(a�tukwilawa.gov Direct Line 206-971-8723 Office Line 206-575-4407 "You can't live a perfect day without doing something for someone who will never be able to repay you." John Wooden 0. SE/TIL UL 'HS CHAMBER OF COMMERCE Tukwila Permit Process Project Report December 20, 2019 Seattle Southside Chamber of Commerce A Voice for Business, A Leader in the Community 14220 Interurban Ave S #134, Tukwila, WA 98168 (206) 575-1633 www.SeattleSouthsideChamber.com 1 of 23 0 0 0 Executive Summary 1. Summary of the Evaluation Process Mayor Ekberg and City Administrator Cline approached the Seattle Southside Chamber of Commerce (SSCC) to assist with an evaluation of the City's current development permitting and inspection services. The City has been implementing a series of incremental changes in recent years while moving towards a one-stop permit system. A variety of organizational and staffing changes has now provided an opportunity to advance the evolution of the entire system forward at this time. Contracted Services. SSCC was asked to conduct an outreach process to evaluate customer satisfaction with the current system and to seek ideas/input on potential areas for improvement. The SSCC is not a direct user of the City's system, though many of its members interact with the City's system regularly. In this evaluation process, SSCC served as a mirror while conducting a series of interviews and outreach methods; asking focused questions, listening for trends, patterns, and key messages. The SSCC utilized a two-pronged outreach approach by interviewing both customer/users of the City's permitting and inspection system as well as separately interviewing involved City staff in order to identify areas of success and potential improvement. Customer Input Survey and Results Summary. The customer survey was deployed through an email invitation to participate and a postcard invitation if we did not have email contact information. The survey was also encouraged through social channels in an effort to capture as much data as possible. Customers and contact information were based on contacts provided by the City. We wanted to assure those participating, many of which had active projects under review or consideration, that their responses could be anonymous and confidential. Doing so helped to ensure unfiltered feedback. All information was captured as a way to help ensure the Chamber was collecting data from a varied pool that included large projects and representatives, as well as small and private projects. The information was also kept confidential, as requested by most of the respondents. Additionally, responses were combined with those of many others and then summarized in a report to further protect anonymity. As you will see in the corresponding reports, anonymizing responses its an effective way to ensure responses cannot be linked to any one project, individual, or customer before incorporating it in the data. Some customers participated in the survey only over the phone and with the greatest care to preserve both anonymity and confidentiality. The confidential surveys collected 2 of 23 0 0 0 included no personally identifiable information. Those responses were also combined with those of many others and summarized in the report to further protect anonymity. The surveywas deployed over email to 1005 people whose contact email was available. For those without an email contact, SSCC sent a mailed postcard. A follow-up reminder email was also sent. These methods were used to ensure the maximum engagement and awareness of the survey and to encourage wide participation. More than 200 individuals responded through the survey, focus groups, and interviews. Not all respondents answered every question as some did not apply to their particular situation or experience. In addition, focus groups and individual interviews were conducted to dig deeper into the survey questions and answers. Each was completed by the party or parties that completed the initial survey. The focus groups and interviews provided more time to understand the "why" of the results generated and to also get a sense of the emotional foundation. Staff Input and Results Summary. City staff members have key perspectives on the delivery of services to the public. Not only do they provide direct services to the customer, but they also are in the best position to determine the strengths and weaknesses of the current development permitting and inspection system. Two methods were utilized to gather the staff members' input: standard questions and individual interviews. The forty-four staff members were each provided standard questions and asked to provide written responses to the SSCC team. The individual interviews were open format, providing each staff member an opportunity to ask questions about the evaluation process, further expound upon their written answers, and to provide any additional input not addressed in the standard questions. The purpose of the interview methods was to identify trends, patterns, consistencies, and inconsistencies through dialogue and open discussion. The SSCC team presented the initial report information at a staff briefing to both reflect the results of the question and interview process and to seek, through a group exercise process, any additional/clarifying messages listed below. 3 of 23 O2. Summary of Key Findings and Requests 0 0 The Customer Survey, Focus Groups, and Interviews resulted in the following findings and requests: • There is a clear trend of wants/desires from the customer perspective to: o Streamline systems o Clearly communicate processes, o Have processes and systems available online • There is a clear pattern with customers either being very satisfied with the process or with being highly dissatisfied o Customers indicated that setting out expectations and clearly communicating the process would help increase customer satisfaction and experience • Key messages that were commonly repeatedly were: o Desire to streamline o Desire for consistency o Desire for more online tools • Potential areas of improvement mentioned included: o Providing online tools and systems for processing o Greater consistency in communication and decision-making o Providing clear expectations and communicating them to the customer o FAQs and similar information online The staff question, interview, and group feedback process resulted in the following key findings: • It "works" because of the staff o High quality of services delivered to the public is due to the dedication and professional qualities of the City staff, not because of the system • Governance and operating procedures o No common understanding (nor formal document) setting the make-up, expectations, reporting lines, governance, and operation of the City's one-stop system • Cohesion and Communication o Individual departments have implemented their view or understanding of the one- stop concept, resulting in competing interests, budget and staffing imbalances, and conflicting methodologies • Experience and Knowledge o Retirements and other departures of staff are resulting in loss of institutional memory. Many of the departing staff have been "making it work" in the absence of a clearly defined system • One -deep staffing is crippling o Positions providing direct service to the customers must be officially backed up. Cross -training is essential and must be ongoing. There are currently one -deep and zero -deep staffing scenarios • Technology o Underutilizing current technology. Need established user and technical support base (super users and user groups). Many individual "workarounds" exist as a result 4 of 23 c C C • Written Procedures o Written materials and procedures for staff to support their position and their work duties are limited and inconsistent. Many had developed their own, especially as "workarounds" • Training o Noted absence of organized training for new employees and ongoing refresher training, especially in the technology areas • Public education, access, and services o Website could be a more dynamic source of development information and direct services for the public (e.g., online permit applications, approval of routine permits, etc.) • Fees and revenues o Concern that the City has not been pursuing available fees and other revenue sources for development permitting and inspection services 3. Summary of Common Themes and Expectations The Customer and Staff input processes approached the same broad issues from very different perspectives. However, when combined they yielded the following common themes and expectations: • A clearly defined Permitting and Inspection system is needed • The City should commit a higher priority to development -related processes • The system should ensure predictability and timeliness • The system should be the source of consistent and reliable information • Staff and financial resources, adequate to meet the goals and performance standards of the system, should be provided 4. Summary of Priorities and Opportunities for Improvement The Key Findings and Common Themes from customers and staff provide the basis for a series of improvements. All should be undertaken in a timely manner (one or two at a time) and integrated into the ongoing operations of the City's permitting and inspection system. • Define the City's one-stop permitting and inspection system o Identify and charter the team who must participate in this discussion and decision. The outcome should be the definition, operational configuration, governance, initial budget, and staff assignments (positions, not personnel) to implement the system • Establish/enact the sequence & timing of implementation o Once an agreement is approved, establish/enact the sequence and timing of implementation. Address obstacles and needed changes • Fill vacant positions (current or as redefined) immediately o Also, formalize and conduct training and cross -training on operating procedures of all staff assigned to the one-stop system • Designate super users and charter initial user group(s) o Establish super users (2+) and initial user group(s) for the permitting system, and the various software packages 5 of 23 0 0 0 • Conduct refresher training for all assigned/involved staff o Training required for all assigned (and involved parent department staff) in the current automated systems • Identify/prioritize the operational processes and procedures that need to be developed and/or updated o Conduct process to identify and prioritize the operational processes and procedures that need to be developed and/or updated to address the current concerns and gaps • Review and update the website, handout materials and other public information o Establish a team to review the website, handout materials and other public information. Develop new and/or update promptly • Promptly address any additional issues that arise o Encourage continuous staff engagement, and implement the continuous improvements 5. Next Steps The Final Report and Executive Summary have been submitted to the Mayor and City Administrator. Following review, they will be able to determine the City's next actions, sequence and timing. Once the direction is established, the City can undertake the implementation of the decision(s). Main Report 1. Evaluation Process Mayor Ekberg and City Administrator Cline approached the Seattle Southside Chamber of Commerce (SSCC) to assist with an evaluation of the City's current development permitting and inspection services. The City has been implementing a series of incremental changes in recent years while moving towards a one-stop permit system. A variety of organizational and staffing changes has now provided an opportunity to advance the evolution of the entire system forward at this time. Contracted Services. SSCC was asked to conduct an outreach process to evaluate customer satisfaction with the current system and to seek ideas/input on potential areas for improvement. The SSCC is not a direct user of the City's system, though many of its members interact with the City's system regularly. In this evaluation process, SSCC served as a mirror while conducting a series of interviews and outreach methods; asking focused questions, listening for trends, patterns, and key messages. Through this report, SSCC presents the compiled input gathered in a meaningful and organized manner. The SSCC utilized a two-pronged outreach approach, described in more detailed below, by interviewing both customer/users of the City's permitting and 6 of 23 0 O C inspection system as well as separately interviewing involved City staff in order to identify areas of success and potential improvement. One-stop Permit System Principles. A critical element to the success of a one-stop permitting and inspection system is efficiently meeting the needs of the customers. The City has a wide spectrum of alternatives to consider in fully developing and implementing its one-stop permit system. In order to utilize the information in this report, and to move the discussion forward, some contextual framework is needed. SSCC was not contracted to recommend a specific choice, nor is there a "perfect" system we could or would offer. A one-stop permitting system is always defined from the customer perspective, as in "I want to make one stop, get all my questions answered, and walk out with all my permits." While wholly unrealistic, this phrase does capture the customer's desires. One-stop can be a single destination (City Hall) but is more commonly a single location (permit center or permit counter). A successful one-stop system is very beneficial for frequent users; contractors and developers whose businesses require efficient, consistent, timely and predictable services from the City. However, a one-stop system is even more valuable to the infrequent (or one time) customers because they generally don't have enough experience to even know what they need to ask or do. The City staff see the benefit on both sides because there is less confusion, delay, and interruption in ihe completion of their duties (fewer touches and less start/stops). There are commonly four staffing elements to a one-stop permit system: 1) Counter/Front line (intake and processing) 2) Technical support/Subject matter specialists/Q & A (may include plan review) 3) Plan Review (office) and Inspections (field) 4) Parent departments (official authorities who delegate to assigned staff) Along the spectrum, the City can choose to have a very centralized system, a very decentralized/virtual system, or a hybrid system (most common). Whatever choice is made, all subsequent actions by the City and its departments must coordinate and cooperate in order to implement the selected choice. Unilateral changes and "interpreting" the intent of the choice will lead to breakdowns and process conflicts. All of the affected/involved departments must remain engaged in the chosen one-stop system. The "parent departments" are critical to the success of the system, and to ensure that the assigned staff properly apply the subject matter of the department. In all alternatives, a written document (e.g., compact, charter, mutual organization and staffing agreement, rules and procedures, operating agreement, etc.) must be in place to establish the one-stop system, to provide for proper governance and to set 7 of 23 0 0 0 operational boundaries. Such a governance document does not currently exist within the City. In general terms, a centralized system would have all the involved staff (Counter, Technical support, Plan Review/Inspectors) within a single independent division or department. This one division/department would have a singular mission with performance expectations and budget related to providing development services. The department staff would be in one location to optimize the work of the organization. The one-stop system's management staff would oversee all the ongoing operations and would supervise all staff within the division/department including any assigned from the parent departments. This option is extremely practical when there are a Targe volume of permit activities and adequate budget resources to support enough staff positions (depth) in all areas. Inherently, this approach keeps the focus on the single mission, but without proper safeguards, it can develop an identity that operates separately from the parent departments (e.g., decisions and interpretations outside of delegated authority, etc.). A decentralized/virtual system is entirely based on the parent departments providing all of the staff, budget, and authority directly to the permit system. The weaknesses are in conflicting missions and priorities, unilateral/uncoordinated actions, inequitable allocation of resources among the parent departments (external competition) and inequitable allocation of resources within the parent departments (internal competition). Lack of unified/consistent management and supervision of the system and the assigned staff is a typical shortcoming of this approach. This is closest to where the City's system is today (see Employee Perspectives below). A very detailed and strongly managed governance document is essential in order to make a decentralized one-stop permit system work effectively. A hybrid system has the most options and can be tailored to the needs and resources of the City. A smaller centralized core division/department can provide for the independent ongoing operations of the permit and inspection system; provided the parent departments fully meet the performance (and back up) obligations established in the governance document. Ongoing cooperation and coordination of the parent departments (via oversight/management committee) and ongoing training and cross - training of all personnel assigned to the one-stop system are critical for the success of a hybrid system. Adequate budget and resources must also be assigned to the core organization from the parent organizations to counter these concerns. Inherently, the parent departments should be assigning their most capable employees to support the unified one-stop system, but that often runs contrary to meeting the other missions of the parent 8of23 c 0 0 department. A detailed and dynamic governance document is essential in order to make a hybrid permit system work effectively. 2. Customer Input Survey Process and Results. The survey was deployed over email to those contacts where email was provided. For those without an email contact, SSCC sent a mailed postcard. This was to ensure the maximum engagement and awareness of the survey and to encourage wide participation. The following survey was deployed: (Attachment 1) Original Survey Invite Email The initial email made it to 1005 people, 371 of whom opened the email, and 97 of whom opened the survey. • Successful Deliveries: 1005 o Sent:1168 o Bounces: 163 • Open Rate: 36.9% o Did Open: 371 o Did Not Open: 634 • Click Rate: 26.1% o Unique Clicks: 97 Reminder Survey Invite and "Thank You" Email The second email made it to 997 people, 292 of whom opened the email, and 52 of whom opened the survey. • Successful Deliveries: 997 o Sent: 1161 o Bounces: 164 • Open Rate: 29.3% o Did Open: 292 o Did Not Open: 705 • Click Rate: 17.8% o Unique Clicks: 52 9 of 23 Figure 1 - Company City of Survey Takers: Tacoma, WA Redmond, WA Puyallup, WA a Pacific, WA Lakewood, WA Kent, WA iii acres, WA I N/A, Company City Tukwila, WA Green 1111.1111.11....-- Fife, WA Fall City, WA Everett, WA Edmonds, WA Eagle, ID Bonney Lake WA Bellevue, WA /Woodinville WA Sammamish, WAJ 10 of 23 Seattle, WA 0 70 - 60 - 50 40 - 30 20 10 0 0 45 40 35 30 25 20 15 10 5 0 0 65 Figures 2 & 3 - Process Ratings: Permit Process Rating 46 Highly Mostly Satisfied Satisfied Neutral Mostly Highly N/A Dissatisfied Dissatisfied Inspection Process Rating Highly Mostly Satisfied Satisfied Neutral Mostly Highly Dissatisfied Dissatisfied 11 of 23 N/A O 0 0 Figures 4, 5, & 6 - Permit Process Feedback: Permit Process Positives i i ! Great customer service 108 Ease and efficiency 68 Helpful website ■ 6 0 20 40 60 80 100 120 Permit Process Negatives Lack of online processing Excessive/unnecessary requirements Poor customer service 20 Unreasonable amount of time �� 20 Online issues lilliommo 116 Conflicting information iimm 9 Other 4 41 69 10 20 30 40 50 60 70 80 Permit Process Suggestions Make the process online Simplify and streamline 32 Educate staff 6 Other 15 98 0 20 40 60 80 100 120 12 of 23 0 0 0 Figures 7, 8, & 9 - Inspection Process Feedback: Great inspectors Ease and efficiency Inspection Process Positives I 20 35 40 60 Inspection Process Negatives i Unreasonable amount of time Poor customer service Lack of communication 5 I 91 80 100 --_I 14 4 10 15 20 25 30 Inspection Process Suggestions 1 Simplify and streamline i Improve online resources 38 123 Allow voicemail messages -, 19 Educate staff 19 0 20 40 60 80 100 120 140 13of23 c 0 Focus Groups and Interviews. The Survey closed on November 25th. Focus Groups and Interviews were conducted during the weeks of December 2nd 9th and 16th. The purpose of the focus groups and interviews was to dig deeper into the survey questions and answers. Each was completed by the party or parties that completed the initial survey. The focus groups and interviews provided more time to understand the "why" of the results generated and to also get a sense of the emotional foundation. Key Findings from the Customer Survey, Focus Groups, and Interviews. As referenced in the data collected: • There is a clear trend of wants/desires from the customer perspective to: o Streamline systems o Clearly communicate processes, o Have processes and systems available online • There is a clear pattern with customers either being very satisfied with the process or with being highly dissatisfied o Customers indicated that setting out expectations and clearly communicating the process would help increase customer satisfaction and experience • Key messages that were commonly repeatedly were: o Desire to streamline o Desire for consistency o Desire for more online tools • Potential areas of improvement mentioned included: o Providing online tools and systems for processing o Greater consistency in communication and decision-making o Providing clear expectations and communicating them to the customer o FAQs and similar information online 3. Employee Perspectives City staff members have key perspectives on the delivery of services to the public. Not only do they provide direct services to the customer, but they are also in the best position to determine the strengths and weaknesses of the current development permitting and inspection system. Further, they have critical experiential knowledge and insight into the best opportunities to modify the system and to improve the resulting delivery of services to the public. In order to identify, prioritize, and implement the short - and long-term changes, the affected City staff must remain engaged throughout the process. 0 The Mayor and City Administrator, in consultation with the affected department heads, identified staff from five departments to participate in the initial stages of this effort. The 14 of 23 0 O 0 Departments were: City Administration, Community Development (including Planning, Building, and Permit Center divisions), Public Works (including Engineering, Development Services, and Surface Water divisions), Fire (including Fire Prevention division), and Technology & Innovation Services. Each of these departments and their staff members will continue to have critical robes in the success of the City's unified development permit and inspection system moving forward. In order to gather the staff members' input, two methods were utilized; standard questions and individual interviews. Staff members were identified and invited through an email from the City Administrator, David Cline, to participate in the review process. City staff members, As you may be aware, the City is beginning a new cross -departmental project to streamline the building permit process. The expected outcome is a single source building permit center. Mayor Ekberg has stated this is one of his key priorities as we build on our reputation for great customer service The project will include the development of Service Level Agreements (SLA) between the involved departments so staff, businesses, and residents have clear expectations for service. The Mayor's Office will take the lead on coordinating the project and all involved departments are expected to engage fully. The goal is to have this in place by end of March, 2020. The City has engaged the Seattle Southside Chamber of Commerce to assist in this process. This will include an extensive outreach to our customers, both commercial and residential, to receive their input. It will also include working with an Executive Consultant, Joe Scorcio, to assist with the development of the streamlined processes and service level agreements. You are receiving this email because you have important input that will assist the City in creating a more efficient and effective process. We are in the process of scheduling 30-45 minute one-on-one interviews with the consultant over the next few weeks. It is expected that you will attend and participate in the interview. If a conflict comes up and you need to reschedule, please contact Cheryl Thompson immediately. We have scheduled a brief Kick -Off meeting on Monday, October 21 at 8:30 AM in the Duwamish conference room to share the vision and the expectations of the project. We hope you can attend the meeting, but understand if you have a conflict and are unable to attend. As always, my door is open, if you have any questions or concerns going forward. Thank you in advance for your valuable contributions to make this effort a success! David 15 of 23 0 0 O Each participant was provided the standard questions and asked to provide written responses to the SSCC interview team. The individual interviews were open format, providing each staff member an opportunity to ask questions about the evaluation process, further expound upon their written answers, and to provide any additional input not addressed in the standard questions. Both methods of inquiry were intentionally not conducted as a scientific survey or questionnaire, and therefore, data points were not derived. The purpose of the interview methods was to identify trends, patterns, consistencies, and inconsistencies through dialogue and open discussion. Individual comments remain confidential to the SSCC interviewers throughout the process in order to encourage candor. Word maps (clouds) were derived from the interview process as a visual way to capture the most common perspectives of the interviewed staff members. A similar mapping process was developed from the customer input process. Both are shown below. 16of23 Figure 10 - Summary of Key Messages from Customers: Confusing (.crnununication Rrc akdown Helpful Staff Confusing ;! .:I11113Worked , , ., Different T c.onh,'ing i'`• V ' 111 � e!,} r , .t, , �• � i-'roressiona {ti14f1tt mm<�I(lI,d. na Worked Wt or ke d }it'd1..1()\\ Fine D ffe rent Inc o ns iste nt'0, , . ,, Re.'ally Frustratin t,,"" Fine 'Confusing Figure 11 - Summary of Key Messages from Staff:: Hroun 7J, -\t eini1 r„r `Professional• aringOld Ws arin Responsive Ft,n�,s�C11tiitll)lE�Ctl/C)I1 /3_S(iE'S CrinSilosMoraleIssuesl""`� 1"'�SSilc Ocdf Ways 1 t i orK ScibgS5jsatiA1&n!O�,�rl ,:,�F '-ii Paper, Paper, paper I1,•,rr, 1Hr born,tt•ru, H; 17of23 tL +t C Standard Questions. On October 18, 2019, the forty-four identified staff members received an email from SSCC indicating that they had been included by the Mayor and City Administrator in a process to review and evaluate the City's current development permit and inspection services. As part of that process, they would have a direct interview with the outside project team from the SSCC, who had been brought in to assist the City in portions of the City's evaluation. All staff to be interviewed were asked to provide written answers to the following questions, ideally before their interview: • What role do you and your staff team play in the development permit process? • Do you consider your part of the process to be as efficient and effective as it can be at this time? What steps could you take to improve your part, and what is holding up those changes? • What do you see as the most effective part of the City's overall development permit process? What part of the process should be protected from change at this time? Why? • What do you see as the least effective part of the City's overall development permit process? • What one or two changes would you prioritize to implement that would improve the process? Why? What do you believe is preventing those changes from being implemented? • What is your definition of "a one-stop permitting center (or experience)"? Individual Interviews. Over 7 days in late -October through mid-November, forty-four staff members were interviewed. Nearly all were conducted one-on-one; a few included two staff members in similar positions. Each interview lasted 30-45 minutes. Overall, the interviews resulted in open and free-flowing conversations, which amplified and clarified the information and findings provided by the standard questions. Key Findings from the Interview Process. Staff members had unique perspectives based on their own range of experience, time with the City, and work in other jurisdictions, agencies, and companies. The following list is not exhaustive, but highlights the most frequent/shared comments: A. It "works" because of the staff! The generally high quality of permitting and inspection services delivered to the public is due to the dedication and professional qualities of the City staff. While notable, this attribute is not a system, it's another "workaround" (a very common phrase in the City). While the City has been moving towards a one-stop permitting system, the City has not presented a unified, cohesive definition of its one- stop permit center. B. Policy and operating procedures! There isn't any formal document setting the make- up, expectations, reporting lines, governance and operation of the City's development 18 of 23 c C C permitting and inspection system. A written agreement (e.g., compact, charter, mutual organization and staffing agreement, rules and procedures, operating agreement, etc.) needs to be developed, established and distributed outlining the details of the one-stop system. Regardless of the form of the one-stop system (centralized, virtual or hybrid), all affected departments need to be part of the development of the system and must agree to fulfill the mutually established obligations as part of the ongoing implementation. C. Cohesion and Communication! Individual departments have implemented elements of a potential system in accordance with their view or understanding of the one-stop concept. This has resulted in competing interests, budget and staffing imbalances, and conflicting methodologies across the departments. Nearly every effort to implement process improvements has been limited because of the lack of a clear, agreed-upon path forward to a single, mutually adopted outcome. Under any definition, a one-stop center requires and demands coordination and cooperation among all the affected departments (see discussion under One-stop Permit System Principles). Unilateral actions, even well -intended improvements have direct impacts on all the other departments and should not occur within a cohesive, cooperative system. D. Experience and Knowledge! Retirements and other departures of staff are inherent in public service, as is the resulting loss of institutional memory. In the current situation, many of the departing staff have been "making it work" in the absence of a clearly defined system. Desk manuals, checklists, process flow diagrams, standard plans, uniform procedures, training, and refresher courses are sporadic and limited at best; non-existent in most areas. These are critical measures to ensure consistency and continuity of service, especially with departing staff and onboarding of new/newly assigned staff. E. One deep staffing is crippling! Once the City establishes the definition of its one-stop permit center, adequate staffing (positions and levels) must be incorporated and promptly implemented. Nearly every position providing direct service to the customers must be officially backed up by one or more additional staff positions. Cross -training is essential and must be ongoing. Today, the individual departments are responsible for providing their back up; often while only having one position available (potential working out of class issue). With vacations, medical leaves, retirements, and departures, there are currently zero -deep staffing scenarios. As noted in Finding A, it only works today because of the staff members, not because of the cooperation and coordination of the departments. F. Technology! The City has been underutilizing its current technology in part because it does not have an established user and technical support base. Traklt and other Targe systems need officially designated and trained super users (2 or more) as well as a standing user group in order to address and correct identified issues. Many of the individual "workarounds" exist because there is no avenue to present and share these issues/solutions, and to implement changes across the technology. The super users interact with the system every day, and usually across most, if not all, of the applications. They will have the most knowledge of what needs to happen and why. Both groups are supported by the TIS Department but should not be led by TIS staff. 19of23 c C C G. Written Procedures! As noted above, written materials and procedures for staff use are limited and inconsistent. Many staff indicated they had not received procedures, process flow diagrams, checklists, and such to support their position and their work duties. Many had developed their own, especially as "workarounds." Where they do exist, there is no established procedure/schedule for review, sharing, and updating. One frequently raised example, special event permits, highlighted both the need for written procedures and multi -department coordination in the development of these procedures. H. Training! There is an absence of organized training for new employees, and of ongoing refresher training, especially in the technology areas. For a one-stop system to be successfully implemented, all involved staff across all the departments need to be performing in a consistent manner and utilizing the system and procedures uniformly. As noted in Finding F, standing user groups can help address this for technology, provided there is a process for documenting and distributing updates. Non -technology procedures should have a comparable process established for documenting and updating. I. Public education, access, and services! There is a strong feeling that the City's website could be a more effective and dynamic source of development permitting information and direct services for the public (e.g., online permit applications, approval of routine permits, etc.). Customers are used to getting answers to questions (e.g., FAQs, forms and checklists, etc.) directly from the internet, and expect the City should be comparable. The uniform development, updating, and posting of checklists and process flow diagrams, standard plans (routine projects), coupled with FAQs across all the involved departments would be a step to improve customer service and reduce the need for many customers coming into/calling City Hall just to get basic information. Translation services would be an additional enhancement. Local governments are already moving towards on-line permit applications and even permit issuance. The City may be able to accomplish this cost-effective approach once the issues noted above are addressed and implemented. J. Fees and revenues! There is a concern that the City has not been pursuing and updating available fees and other revenue sources to provide development and inspection services, leading instead to a reduction in services and staffing. Some standard permits and inspections are not being conducted in a timely manner (if at all) due to funding and resource limitations and organizational changes. Development related services are identified as direct user fees with only a limited portion of the costs typically borne by the taxpayers (via general fund). This analysis cannot address this question, but it appears to be something to examine further as it relates to the successful implementation of a unified one-stop permit and inspection system. Presentation and Feedback - Did we hear you correctly? At the Mayor's direction, on December 9, 2019, the SSCC team utilized a PowerPoint presentation (Attachment 2) to share the initial report information at a staff briefing. Through a table/group exercise during the briefing, the 36 staff members in attendance offered the additional/clarifying messages listed below. Their feedback has been matched with the Common Themes presented from customers and staff and is also reflected in the Suggested Priorities/Areas of Emphasis, later in this report. 20 of 23 OClearly Defined System 0 0 • Create a "living charter" that will be constantly monitored and updated (incorporate feedback loop and means of accountability) • Service/performance levels need to be agreed upon, set, and followed • Policymakers (leadership) also need to be accountable Higher Priority on Development Processes • Tukwila has big city needs/demands and it has small city views and resources • We need to be asking "why" we continue to do some things (outdated codes, etc.) • Time off coordination is also essential for leadership (always need a designated supervisor and manager to be available - not all gone at once) Consistent and Reliable Information • Consistency of tools being used, not just rely on memory (cross -training, etc.) • Providing enough resources for training and cross -training (time and money) • Who does the training? • Need to require training as part of onboarding • Centralized staff SharePoint page to enable more open sharing of information, etc. Predictability and Timeliness • Setting and meeting expectations • Need to quantify and measure work (as part of setting expectations) • When setting permit timeframes, set accountability measures for both systems and people (double protection and feedback) • Workflow comes in bunches (seasonal peaks, etc.) - need to anticipate and prepare Adequate Resources: • Need enough time to do all these things • It is all about enough staff and resources to accomplish • Currently, it is difficult to be competitive for staff in the market (funding and other resources), even with signing bonuses • Salaries and staff retention (why only bonuses for new hires?) • Need the capacity to handle the workload, especially when it is increasing Common Themes and Expectations. The Customer and Staff input processes approached the same broad issues from very different perspectives. However, when combined they yielded the following common themes and expectations: • A clearly defined Permitting and Inspection system is needed • The City should commit a higher priority to development -related processes • The system should ensure predictability and timeliness • The system should be the source of consistent and reliable information 21 of 23 0 • Staff and financial resources, adequate to meet the goals and performance standards of the system, should be provided Suggested Priorities/Areas of Emphasis. The Key Findings and Common Themes from customers and staff provide the basis for a series of improvements. All should be undertaken in a timely manner, (one or two at a time) and integrated into the ongoing operations of the City's permitting and inspection system. The following list is not comprehensive, but highlights a practical order to begin: • Define the City's permitting and inspection system. This is likely a top-down discussion and decision. The Mayor and City Administrator should identify and charter the department heads and managers who must participate in this discussion and decision. The initial outcome should be a complete draft document containing the definition, operational configuration, governance, initial budget, and staff assignments (positions, not personnel) to implement the system. The ongoing role/oversight of the selected alternative by the parent departments must be clearly articulated (e.g., oversight team, management team or equivalent, etc.). • Once the organizational decision is approved (co-signed by parent departments), the oversight team must establish/enact the sequence and timing of implementation of the decision, identify and address any obstacles to accomplish (including any relocations/remodels), designate/appoint the appropriate leadership, assign and/or transfer assigned staff, and charter the new organization team. • Once the staffing model is identified and approved, fill vacant positions (current or as redefined) immediately. Training and cross -training on operating procedures of all staff assigned to the one-stop system need to be formalized and promptly conducted. The new organization team should be engaged in identifying the training and cross -training needs and sequences. The formal cross -training system will reinforce the implementation of the chosen one-stop system and counter the "old ways and silos" mentality. • Establish and designate the super users (at least 2) for the permitting system, and identify/charter the initial user group(s) for the various software packages Begin to routinely implement the changes and updates to the system that are identified by the user group(s) as prioritized by the super users and oversight team. • Schedule and conduct refresher training for all assigned (and involved parent department staff) in the current automated systems. Implement a formal training regime as part of onboarding new and newly assigned employees. • Conduct a facilitated workshop or similar process to identify and prioritize the operational processes and procedures that need to be developed and/or 22 of 23 0 0 0 updated to address the current concerns and gaps. Staff from the new organization and any involved staff from the parent departments should be involved in this exercise. Once established, these items should be addressed as soon as practical. • Identify and establish a team to review the website, handout materials and other public information from all the involved parent departments to implement changes to reflect the new organization, establish a common theme, message and look, and develop/update needed public education materials across all the disciplines. The City's Communication department should be included in this effort. • Address anything else that is identified in a timely manner, Including a process to regularly revisit the performance of the new organization and seek areas of enhancement. Encourage an atmosphere/expectation of continuous staff engagement and seek to implement the continuous improvements that result. 4. Next Steps The Final Report and Executive Summary have been submitted to the Mayor and City Administrator. Following review, they will be able to determine the City's next actions, sequence and timing. Once the direction is established, the City can undertake the implementation of the decision(s). 23 of 23 RED HAWK FIRE PROTECTION, LLC 801 Valley Avenue N.W. Suite D Puyallup, WA 98371 (253) 840-9900 Letc Vii,41/re FIRE SPRINKLER EQUIPMENT SUBMITTAL FOR Ashley Furniture TI Tukwila, WA RHFP JOB NO. 40196 TABLE OF CONTENTS ))) ,y RED -IAWK FIRE PROTECTION, LLC Section 1- Pipe and Fittings Description Domestic_ Sch 10 & Sch 40 Pipe Victaulic 920 Threaded & Grooved Mecanical Tee Comments Section 2 - Hangers and Sway Bracing Description Erico_SBC037_3/8" Beam Clamp Erico_300_1/2" Beam Clamp Vulcan_AII Thread Rod Erico_115_Hanger Ring Comments Section 3 - Fire Sprinklers Description Tyco_TY323_Pendent, QR, K=5.6 Comments Section 4 — Miscellaneous Description Argco_Super Dope_Pipe Dope Argco_PTFE Thread Sealtape Victaulic_Vic Flex AH -2 Fire Sprinkler Drop Victaulic_Vic Flex AB -1 Bracket Comments SECTION 1 Pipe & Fittings Comparative Specification Data Specification A53 NPS 1/0 - 26 STD, XS and XXS, ANSI Schedules 10 through 160 Scope Covers Seamless and Welded, Black and hot -dipped galvanized nominal (average) wall pipe for coiling, bending, flanging and other special purposes and is suitable for welding. Continuous -Welded pipe is not intended for flanging. Purpose for which pipe is intended should be stated on the order Kinds of Steel Permitted for Pipe Material Open-hearth Basic -Oxygen Electric -Furnace Hot -Dipped Galvanized Sets standards for coating of pipe with zinc inside and outside by the hot -dipped process. Weight of coating must not average less than 1.5 oz per square foot and not less than 1.6 oz per sq foot Permissible Variations in Wall Thickness The minimum wall thickness at any point shall not be more than 12.5% under the normal wall thickness specified Chemical Requirements CMax% Mn Max% PMax% SMax% Seamless or ERW Grade A 0.25 0.95 0.05 0.06 Grade B 0.30 1.20 0.05 0.06 Continuous Weld - - 0.06 0.06 Tensile Requirements Seamless and Electric resistance -welded Grade A Grade B Tensile Strength, Min psi 45,000 48,000 60,000 Yield Strength, Min psi 25,000 30,000 35,000 Hydrostatic Testing Hydrostatic inspection test procedures for plain end and threaded and coupled pipe are specified. Hydrostatic pressure shall be maintained for not less than 5 seconds for all sizes of seamless and electric resistance weld pipe Permissible Variations in Weight per Foot plus or Minus 10% Permissible Variations in Outside Diameter Outside Diameter at any point shall not vary from standard specified more than - For NPS 1 1/2 and Smaller Sizes For NPS 2 and Larger Sizes 1/64" over 1/32" under 1% over 1% under Mechanical Tests Specified Tensile Test - Transverse required on ERW for NPS 8 and larger Banding Test (Cold) - STD and XS -NPS 2 and under XXS-NPS 1 1/4 and under Degree of Bend Diameter of Mandrel For Normal A53 Uses 90 12 x nom dia of pipe For Close Coiling 180 8 x nom dia of pipe Flattening Test - NPS 2 and larger STD and XS. (Not required for XXS Pipe) Number of Tests Required Seamless and Electric -Resistance -Welded Bending, flattening, tensile on one length of pipe from each lot of 500 lengths or less of a size Continuous -Weld - Bending, Flattening, Tensile NPS 1 1/2 or smaller NPS 2 & Larger one/25 long one/50 tons Lengths Standard Weight Single Random - 15' -22' may be jointers. If plain ends 5% may be 12'-16' Double Random - Shortest Length 22', minimum average for order 35' Extra Strong & Double Extra Strong Single Random - 12'-22'. 5% may be 6' - 12' Double Random - (XS and lighter) - Shortest Length 22". Minimum average for order 35' Lengths longer than since random with wall thinness heaver than XS subject to negotiation Required Markings on Each Length (On tags attached to each bundle in case of bundled pipe) Rolled, Stamped, or Stenciled (Mfgr's option) Name or brand of manufacturer Kind of pipe that is, Continuous Welded, Electric -Resistance -Welded A, Electric -Resistance -Weeded B, Seamless A; or Seamless B: XS for double extra strong ASTM A 53 Length of Pipe General Installation Couplings - Applied handling tight. Couplings 2" and smaller, straight tapped other sizes type Thread Protection - Applied to pipe 4" and larger End Finish (Unless otherwise specified) - STD or XS or wall thickness less than 0.500 in. (Excluding XXS); plain end beveled. All XXS and wall thicknesses over 0.500 in. Plain end square cut. NOTE: This information is from ASTM Standards. Please refer to the specific Standard or Specification for complete details Comparative Specification Data Specification A135 NPS 1/4 - 30", Schedules 10, 40 and XL THD Lightwall Scope Covers two grades of electric -resistance welded steel pipe. Grade A is adapted for flanging and bending and is suitable for welding. Purpose for which pipe is intended should be stated on order Kinds of Steel Permitted for Pipe Material Open-hearth Basic -Oxygen Electric -Furnace Permissible Variations in Wall Thickness The minimum wall thickness at any point shall not be more than 12.5% under the normal wall thickness specified. Threadable, lightwall (XL) must meet manufacturers minimums. Chemical Requirements CMax% Mn Max% PMax% SMax% Grade A 0.25 0.95 0.05 0.06 Grade B 0.30 1.20 0.05 0.06 Grade A Grade B Tensile Strength, Min psi 48,000 60,000 Yield Strength, Min psi 30,000 35,000 Hydrostatic Testing Hydrostatic inspection test procedures for plain end and threaded are specified. Hydrostatic pressure shall be maintained for not less than 5 seconds for all sizes of electric resistance weld pipe. Non -Destructive electric test should be in accordance with practices E213, method E273 or proactive E213 Permissible Variations in Weight per Foot Plus or Minus 10% Schedule 10 Plus 10% minus 3 1/2% Schedule 40 Permissible Variations in Outside Diameter Plus or Minus 1% Mechanical Tests Specified Tensile Test - Transverse returned on pipe NPS 8 and larger Flattening Test - Three steps required with weld located 8" or 90* from the line of direction of force required Number of Tests Required Flattening and tensile on one length of pipe from each lot of 400 lengths or less of a style Lengths Pipe shall be furnished in 38" with a minimum of 20 ft. Pipe furnished to schedule 10 shall be in a specified length between 15 and 22 ft. Required Markings on Each Length (On tags attached to each bundle in case of bundled pipe) Rolled, Stamped, or Stenciled (Mfgr's option) Name or brand of manufacturer Kind of pipe that is, Electric -Resistance -Welded A, Electric -Welded B, same schedule wall thickness, schedule 10 or 40, NL ASTM A135 Length of Pipe General Information End Finish may be plain end beveled or plain end square cut NOTE: This information is from ASTM Standards. Please refer to the specific Standard or Specification for complete details Comparative Specification Data . • Specification A795 NPS 1/2 - 10" Schedule 10 and Schedule 40 Scope Covers Seamless and welded, black and hot -dipped galvanized nominal wall pipe for coiling, bending, flanging and is suitable for welding. Pipe ordered for this specification is intended to be used in fire protection systems Kinds of Steel Permitted for Pipe Material Open-hearth Basic Oxygen Electric -Furnace Hot -Dipped Galvanized Sets standards for coating of pipe with zinc inside and outside by the hot -dipped process. Weight of coating must not average less than 1.5 oz per square foot and not less than 1.6 oz per sq foot Permissible Variations in Wall Thickness The minimum wall thickness at any point shall not be more than 12.5% under the normal wall thickness. Chemical Requirements CMax% Mn Max% PMax% SMax% Seamless or ERW Grade A 0.25 0.95 0.05 0.06 Grade B 0.30 1.20 0.05 0.06 Continuous Weld - - 0.06 0.06 Hydrostatic Testing Hydrostatic inspection test procedures for plain end and threaded are specified. Hydrostatic pressure shall be maintained for not less than 5 seconds for all sizes of seamless and electric resistance weld pipe. Non destructive electric test in accordance with practices E213 or E309 Permissible Variations in Weight per Foot Plus or Minus 5% Permissible Variations in Outside Diameter Outside Diameter at any point shall not vary from standard specified more than - For NPS 1 1/2 and Smaller Sizes For NPS 2 and Larger Sizes 1/64" over 1/32" under 1% over 1% under Number of Tests Required Flattening - Tests are to be performed on electric -resistance welded pipe, and furnace welded pipe. Lengths Unless specified, pipe shall be furnished on single random lengths of 16 to 22 ft. Required Markings on Each Length (On tags attached to each bundle in case of bundled pipe) Rolled, Stamped, or Stenciled (Mfgr's option) Name or brand of manufacturer Electric -Resistance -Welded A, Electric -Resistance -Weeded B, Seamless A Seamless B, Grade A or B for type E or S pipe, wall thickness schedule ASTM A795, the letters NHII Not hydrostatically tested Length of Pipe General Installation End finish may be plain end beveled or plain end square cut NOTE: This information is from ASTM Standards. Please refer to the specific Standard or Specification for complete details Victaulic Mechanical -T® Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross -type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical -T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450kPa working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical -T Styles 920 and 920N must be installed so that the main and branch connections are a true 90° angle when permanently attached to the pipeline surface. Additionally, the Vic -Tap Il® hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical -T in conjunction with the Series 726 Vic -Ball Valve to create the Style 931 Vic -Tap II Mechanical -T unit. See page 8 for further information. STYLES 920 AND 920N STYLE 920 CROSS PATENTED MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. • Optional: Hot dipped galvanized Gasket: (Specify choice*) • Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/ -34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/ -29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_M ✓ctaulic` 11.02_1 DIMENSIONS GROOVED OUTLET FEMALE THREADED OUTLET • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical -T cross assemblies • Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 x 1/2"/50 x 15 mm through 8 x 4"/200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. Style Size No. Run x Branch Nominal Size 920 Inches or mm 920N 2 'h(a)a 50 x 15 3/4 (a) o 20 1 (a) o 25 1'/(a)to 32 1'h (a) to 40 2'h k (a) §o 65 x 15 3/4 (a) §o 20 1 (a) §o 25 1'/4t(a)o 32 1'/zt(a)o 40 76.1 x 1 (a) 15 920N 920N 920N 920N 920N 920N 920N 920N 920N 920N 920N Max. Work Approx. Pressure@ Dimensions Weight Each Hole VI # V 9 Female Diameter T" Thd. Grv. W Y Z Thd. Grv. psi +0.13 Inches Inches Inches Inches Inches Inches Lbs. Lbs. kPa •0.00 mm rgim mm mm mm mm kg kg 500 1.50 2.00 2 53_ 1.61 5.35 2.75 3.1 3450 38.1 51 64 41 136 70 1.5 500 1.50 1.97 2 53 1.61 5.35 2.75 3.1 3450 38.1 50 64 41 136 70 1.5 500 1.50 1 85 2 53 1.61 5.35 2.75 3.0 _ 3450 38.1 47 64 41 136 70 1.4 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 3450 44.5 52 70 76 41 136 76 1.7 1.5 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 3450 44.5 52 70 79 41 136 83 1.7 1.5 500 1.50 2.21 2.74 1.82 5.64 2.75 3.0 3450 38.1 56 70 46 143 70 1.4 500 1.50 2.18 2.74 3450 38.1 55 70 182 5.64 2.75 3.0 46 143 70 1.4 500 1.50 2.06 2.74 182 5.64 2.75 2.9 3450 38.1 52 70 46 143 70 1.4 _ 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 3.2 3450 44.5 58 76 83 46 160 76 1.7 1.5 500 2.00 2.28 3.00 3.25 1 82 6.26 3.25 3.6 3.3 3450 50.8 58 76 83 46 159 83 1.7 1.6 300 1.50 2.22 2.75 2.25 6.46 3.18 3.9 2065 38.1 56 70 57 164 81 1.8 3/4 (a) 920N 300 1.50 2.19 2.75 2.25 6.46 3.18 3.9 20 2065 38.1 56 70 57 164 81 1.8 920N 300 1.50 2.07 2.75 _ 2.25 6.46 3.18 3.8 2065 38.1 53 70 57 164 81 1.7 500 1.75 2.30 3.00 3.31 1.92 6.29 3.00 3.5 3.2 3450 44.5 58 75 84 49 160 76 1.6 1.5 920N 500 2 00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 3450 50.8 58 76 84 49 160 83 1.6 1.5 500 1.50 2.52 3.05 2.28 6.15 2.75 3.4 3450 38.1 64 78 58 156 70 1.6 500 1.50 2.49 3.05 2.28 6.15 2.75 3.4 3450 38.1 63 78 58 156 70 1.6 1 (a) 920N 500 1.50 2.38 3.06 _ 2.28 6.15 2.75 3.3 25 3450 38.1 61 78 58 156 70 1.6 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 3450 44.5 65 83 90 58 156 76 1.8 1.8 920N 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 3450 50.8 71 89 90 58 156 83 1.9 1.8 2 (a) a 920N 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 50 3450 63.5 70 89 90 58 172 99 2.3 2.1 1 (a) 25 1'/4(a)o 32 1'h(a)o 40 3 Y(a)o 80 x 15 3/4 (a) n 20 920N 920N 920N 114 (a) to 32 (b) 1'h (a)to 40 (b) 920N 3'h 2 90 x 50 920N 500 2.50 3.00 3450 63.5 76 3.75 2.44 6.72 3.88 _ 3.8 95 62 171 99 1.8 TABLE CONTINUED ON PG. 3 ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. # Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02 _2 ✓ctaulic' REV_M DIMENSIONS Y t V GROOVED OUTLET Y T T z tik z FEMALE THREADED OUTLET • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical -T cross assemblies • Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 x 1/2"/50 x 15 mm through 8 x 4'/200 x 100mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. Style Size No. Run x Branch Nominal Size 920 Inches or mm 920N Max. Work Pressure@ psi kPa Dimensions Hole V 5# V t Diameter T" Thd. Grv. +0.13 Inches Inches Inches -0.00 mm mm mm TABLE CONTINUED FROM PAGE 2 W Inches mm Y Inches mm Z Inches mm Approx. Weight Each Female Thd. Grv. Lbs. Lbs. kg kg 4 k (a) a 100 x 15 920N 920N 920N 920N 920N 920N 920 920 920 920N 920N 920N 920 920 920 920 920 920 920 920N 920 500 ; 3450 I 500 3450 500 '3450 500 3450 500 3450 500 3450 500 3450 500 3450 500 3450 500 3450 500 3450 500 3450 500 3450 500 3450 500 3450 500 3450 500 3450 500 3450 500 3450 500 3450 500 3450 1.50 , 3.03 3.56_ 38.1 77 90 1.50 3.00 3.56 _ 38.1 76 90 1.50 2.88 3.56 - 38.1 73 90 1.75 3.08 3.78 4.00 44.5 78 96 102 2.00 3.28 4.00 4.00 50.8 83 102 102 2.50 3.25 4.00 4.00 63.5 83 102 102 2.75 2.88 4.00 4.00 69.9 73 102 102 2.75 2.88 _ 4.00 69.9 73 102 3.50 3.31 4.50 4.12 88.9 84 114 105 1.75 3.08 3.78_ 44.5 I 78 96 2.00 3.28 4.00 _ 50.8 83 102 2.50 3.25 4.00 _ 63.5 83 102 2.75 2.88 4.00 4.00 69.9 73 102 102 3.50 3.31 4.50 4.50 88.9 84 114 114 2.00 4.03 4.75 4.75 50.8 102 121 121 2.50 4.00 4.75 4.75 63.5 102 121 121 2.75 3.63 4 75 4.75 69.9 92 121 121 2.75 3.75 _ 4.75 69.9 95 121 3.50 3.81 5.00 4.63 88.9 97 127 118 2.50 3.75 4.50 _ 63.5 95 114 3.50 3.81 5.00 _ 88.9 97 127 2.69 68 2.69 68 2.69 68 2.69 68 2.69 68 2.69 68 2.69 68 2.69 68 2.69 68 2.63 67 2.63 67 2.63 67 2.63 67 2.63 67 3.16 80 3.16 80 3.16 80 3.16 80 3.16 80 3.17 81 3.00 76 7.01 ! 178 I 7.01 178 7.01 178 7.01 178 7.01 178 7.01 178 7.34 186 7.34 186 7.73 196 7.64 194 7.64 194 7.64 194 7.64 194 7.63 194 9.70 246 9.70 246 9.70 246 9.70 246 9.70 246 8.00 203 9.46 240 2.75 70 2.75 70 2.75 70 3.00 76 3.25 83 3.88 99 4.63 118 4.63 118 5.12 130 3.05 78 3.25 83 4.00 102 4.29 109 4.88 124 3.69 94 4.38 111 4.63 118 4.63 118 5.31 135 3.88 99 5.31 135 3.7 1.8 3.7 1.8 3.6 1.8 4.0 1.9 4.2 2.0 5.0 2.3 ' 5.8 2.6 _ 8.4 3.8 5.0 2.3 5.0 2.3 4.0 1.9 8.0 3.6 6.8 3.1 7.4 3.4 8.2 3.7 8.3 3.8 _ 8.4 3.8 8.0 3.6 8.0 3.6 3.6 1.8 3.9 1.9 4.6 2.1 5.0 2.3 6.4 2.9 6.4 2.9 _ 7.8 3.5 6.5 3.0 7.6 3.4 8.0 . 3.6 7.9 3.6 8.0 3.6 8.8 4.0 3 (a) ° 20 1 (a) n 25 1'/, (a) to 32 (b) 1'h (a) to 40 (b) 2 (a) to 50 2'h (a) t 65 76.1 mm 3 (a) t 80 1'/a (a)a 108.0 x 32 i 1'h (a)a 40 2 (a) 50 76.1 mm 3 (a) 80 5 11/2 (a) t 125 x 40 2 (a) t 50 21 (a) t 65 76.1 mm 3 (a) t 80 2 133.0 x50 3 80 TABLE CONTINUED ON PG. 4 *" Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. # Center of run to end of fitting. # Female threaded outlets are available to NPT and E3SPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services a LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED REV_M ✓ctaulic' 11.02_3 DIMENSIONS Y 4 Z GROOVED OUTLET Y z FEMALE THREADED OUTLET • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical -T cross assemblies • Pressure rated up to 500psi/3450kPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 x 1/2"/50 x 15mm through 8 x 4"/200 x 100mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. Style Size No. Run x Branch Nominal Size 920 Inches or rnm 920N Max. Work Pressure@ psi kPa Dimensions Hole V 5 # V # Diameter T" Thd. Grv. +0.13 Inches Inches Inches -0.00 mm Mm mm TABLE CONTINUED FROM PAGE 3 W Inches mm Y Inches mm Z Inches mm Approx. Weight Each Female Thd. Grv. Lbs. Lbs. kg kg 139.7 11/2 t x 920N 500 2.00 3.78 4.50 _ 3.30 8.23 3.25 7.0 40 3450 50.8 96 114 84 209 83 3.2 2 t 920N 500 2.50 3.75 x.50 3.30 8.23 3.88 9.0 50 3450 63.5 95 114 - 84 209 99 4.1 6 11/4 (a) x 920N 500 1.75 4.43 5.13 5.13 3.79 9.15 3.25 5.1 4.8 150 32 (b) 3450 44.5 112 '30 130 96 232 83 2.3 2.2 1 fz (a) to 920N 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 5.1 40 (b) 3450 50.8 112 130 130 96 232 83 2.4 2.3 2 (a) to 920N 500 2 50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 50 3450 63.5 111 130 130 96 232 99 2.7 2.5 2'h920 500 2.75 4.01 5.13 5.12 3.69 10.51 4.63 8.3 7.6 65 3450 69.9 110 130 130 94 267 118 3.8 3.4 76.1 mm o 920 500 2.75 415 5.21 3.69 10.51 4.63 _ 8.4 _ _ 3450 69.9 105 132 94 267 118 3.8 3 (a) t920 500 3.50 4.31 5 50 5.13 3.69 10.51 5.31 9.9 8.4 80 3450 88.9 110 140 130 94 267 135 4.5 3.8 4 (a) to920 500 4.50 3.81 5 75 5.38 3.69 10.51 6.25 10.1 10.1 100 3450 114.3 97 146 137 94 267 159 4.6 4.6 1 h (a) 500 2.00 4.41 513 3.63 9.40 3.25 7.8 159.0 x40 920N 3450 50.8 112 130 _ 92 239 83 3.5 2 (a) 920N 500 2.50 4.38 513 3.63 9.40 3.88 8.0 50 3450 63.5 111 130 _ 92 239 99 3.6 76.1 mm 920 500 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5 3450 69.9 111 140 130 92 239 118 4.3 4.3 3 920 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 80 3450 88.9 110 140 130 92 239 135 3.7 6.4 108.Omm 920 500 4.50 4.45 5.38 3.63 9.40 612 10.0 3450 114.3 113 137 92 239 155 4.5 4 100 920 500 3450 4.50 114.3 3.81 96.80 5.75 146 _ 3.63 92 9.40 239 6.25 159 18.0 8.2 TABLE CONTINUED ON PG. 5 ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. # Center of run to end of fitting. # Female threaded outlets are available to NPT and BSF'T specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 2W BSPT clearly on order. § Vds approved for fire protection services ❑ LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02_4 \ICtiuIicf R EV_M 1 Z• DIMENSIONS GROOVED OUTLET FEMALE THREADED OUTLET • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical -T cross assemblies • Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 x 1/2750 x 15 mm through 8 x 4"/200 x 100mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. Style Size No. Run x Branch Nominal Size 920 Inches or mm 920N Max. Work Pressure@ Dimensions_ Hole V t# 114 Diameter T'*Thd. Grv. W Y +0.13 Inches 'inches Inches Inches Inches -0.00 mmt mm mm , mm mm TABLE CONTINUED FROM PAGE 4 Z Inches mm Approx. Weight Each Female Thd. Gra Lbs. Lbs. • kg kg psi kPa 165.1 x 1 25 I 500 I 1.50 920N 3450 38.1 3.88 99 1 4.56 116 - 3.79 I 9.34 96 1 237 2.75 70 1 8.0 3.6 - 11/4 ❑500 32 920N I- 1 3450 1.75 44.5 4.43 113 1 5.13 1 130 - 3.79 ! 9.34 1 i 96 ! 237 3.25 83 8.4 3.8 11/2 (a) to 40 920N f 500 I 3450 i 500 3450 I 500 3450 2.00 t 50.8 4.41 1 5.13 112 I 130 5.13 130 5.13 130 5.21 132 j 3.79 I 96 � 3.79 96 3.63 92 i 9.34 i 237 1 3.25 83 8.4 I 3.8 5.4 2.4 2 (a) t920N 50 920 2.50 63.5 4.38 , 5.13 111 i 130 T 9.34 ; 237 ! 3.88 99 8.5 3.9 6.0 2.7 76.1 mm 2.75 69.9 4.01 7 5.13 110 i 130 ! 10.51 , 267 4.63 118 I 8.6 3.9 76 3.4 3 (a) t e 80 920 500 3450 3.50 88.9 4.31 110 3.81 1 97 1 5.50 ; 140 5.13 130 1 3.63 92 10.51 267 ! 5.31 135 10.2 4.6, 10.5 4.8 8.4 3.8 4 (a) to 100 920 500 3450 4.50 114.3 5.75 I 146 5.38 137 1 3.63 1t 92 10.51 267 1 12.42 316 i 6.25 159 4.50 114 8.4 3.8 82 200 x (a) t 50 920 920 500 1 3450 2.75 69.9 5.44 138 1 6.19 157 6.25 159 4.81 ; 122 11.6 5.3 11.6 5.3 21/2 (a) t 65 1---- 500 3450 2.75 69.9 5.07 129 6.19 ( 157 6.19 157 1 4.81 1 122 12.42 316 4.50 114 11.6 5.3 11.6 5.3 76.1 mm ❑ 920 500 3450 2.75 69.9 5.25 1 _ 133 I 6.25 159 4.81 122 12.42 316 12.42 j 316 , 12.42 I 316 , 4.56 116 5.31 135 6.25 159 - 11.6 5.3 3 (8a)Ota 500 920 I 3450 3.50 88.9 5.31 135 1 1 6.50 165 1 6.75 I 171 6.50 165 6.38 162 4.81 . 122 I 4.81 122 12.6 5.7 11.6 5.3 4 (a) to 100 500 920 3450 4.50 114.3 4.81 122 15.3 6.9 12.5 5.7 ** Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. # Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings.' (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 27i' BSPT clearly on order. § Vds approved for fire protection services ❑ LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_M ✓ctaulic° 11.02_5 FLOW DATA Exaggerated for clar'ty Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 92,0N and 929 Mechanical -T® fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. Cv and Kv Values Values for flow of water at +60°F/+16°C are shown in the table below. Formulas for Cv/Kc Values: AP=Q2 C2 Q=Cvx 4P Where: Q = Flow (GPM) AP = Pressure Drop (psi) Cv = Flow Coefficient 4P = Q2 K Q=K„x 4P Where: Q = Flow (m3/h) AP = Pressure Drop (bar) K = Flow Coefficient OUTLET SIZE Equivalent Length of Outlet Size Schedule 40 Carbon Steel Pipe fper UL 213, Sec. 16) (C = 120)t FT NOMINAL DIAMETER In/mm_. 1 15 ACTUAL 0.D. In/mm 0.840 21.3 GROOVED THREADED 2 GROOVED C2/Kv Values THREADED 3/4 20 1.050 26.7 4 25 1.315 33.7 1Y 1.660 32 42.7 5 '1 1 '1 40 2 50 1.900 98.3 2.375 60.3 2'1 2.875 65 73.0 11 9 20 8 6 11 10'1 12'1 11 9.4 16 13.7 76.1 mm 3.000 76.1 3 80 4 100 3.500 88.9 4.500 114.3 16* - 14 15'1 20 22 21 1.8 50 48 42.9 41.1 53 53 45.4 45.4 112 104 96 89.1 119 150 102 128.5 161 138.1 249 237 213.4 , 203.1 421 401 360.8 343.6 t Hazen -Williams coefficient of friction is 120. * Pipe with a wall thickness of 0.165in./4.2mm. www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02_6 ✓ctaulic° REV_M t FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Run Size Actual Nominal Outside Size Diameter Inches/mm Inches/mm 21/2-6 65 - 150 21/2-4 65 - 100 21/2-4 65 - 100 6 150 6 150 8 200 8 200 8 200 2.875 - 6.625 73.0 - 168.3 2.875 - 4.500 73.0 - 114.3 2.875 - 4.500 73.0 - 114.3 6.625 168.3 6.625 168.3 8.625 219.1 8.625 219.1 8.625 219.1 Outlet Size Inches/mm Approval Agency Pipe Rated Working Pressures - psi/kPa Vds Schedule UL ULC FM LPCB (Style 920) (Style 920N) All 10, 40 All DF All SF 3,4 10 3,4 30, 40 21/2 10,40 3,4 10 3,4 30, 40 400 400 400 290 232 362 2755 2755 2755 1999 1599 2496 300 300 300 290 232 362 2065 2065 2065 1999 1599 2496 300 300 300 290 232 362 2065 2065 2065 1999 1599 2496 300 300 250 290 232 362 2065 2065 1724 1999 1599 2496 300 300 300 290 232 362 2065 2065 2065 1999 1599 2496 400_ — 145 2755 1000 300 250_ 145 2065 1724 1000 300 300_ 145 2065 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DF refers to Listed/Approved Dyna -Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super -Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. VIC-TAP II HOLE CUTTING TOOL FOR 4 - 8"/100 - 200 MM CARBON STEEL PIPE The Vic -Tap II hole cutting tool is designed for use with the Style 931 Vic -Tap II Mechanical -T unit, which is a combination of the Style 920 Mechanical -T and Series 726 Vic -Ball Valve. The Vic -Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500 psi/3450kPa. The Style 931 Vic -Tap II Mechanical -T unit is a full port ball valve which can be mounted on 4"/100mm, 5"/125mm, 6"/150mm and 8"/200 mm diameter pipe. The Style 931 comes with a 21/2"/65mm grooved outlet. The drill motor is an electric motor with ground fault circuit interrupter (GFCI) in accordance with safety codes. For more information, refer to publication 24.01. www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_M ✓ctaulic" 11.02_7 INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the prod>,Ict you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 11.02 1480 REV M UPDATED 03/2012 VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02_L '✓ctaulic° SECTION 2 Hangers & Sway Bracing • Allows structural attachment to metal beams, bar joist, channel, or angle iron in top mount position only unless used on a parallel flange • Lightweight, one-piece stamped body provides superior strength and eliminates deficiencies associated with castings • Spins onto threaded rod and allows for easy adjustment • Conforms with Federal Specification WW -H-171 (Type 23), Manufacturers Standardization Society ANSI®/MSS-SP-58 (Type 19) US APPROVED Part Number SBC037 Material Steel Finish Pregalvanized Rod Size IRS) 3/8" Flange Thickness (FTl 3/4" Max A 0.925" 8 0.85" C 1.58" Screw Diameter (Sc) 3/8" Torque (TQI 5 ft th Static Load (F) 500 lb Certifications cULus FM Standard Packaging Quantity 50 pc UPC 78285679878 Set screw must be tightened and torqued onto the stoped side of the I-beam, channel, or angle iron flange. Recognizing that torque wrenches are generally not used or available on many job sites, the setscrew should be tightenec so it contacts the I-beam and then an additional 1/4 to 1/2 turn added. C7lDDY ►� PENTAIR ANSI is a registered trademark of American National Standards Institute. FM is a registered certification mark of FM Approvals LLC, LTD. UL, UR, cUL, cUR registered certification marks of UL LLC. WARNING Pentair products shall be installed and used only as indicated in Pentair's product instruction sheets and training materials. Instruction sheets are available from your Pentair customer service representative. Improper installation, misuse, misapplication or other failure to completely follow Pentair's instructions product malfunction, property damage, serious bodily injury and death and/or void your warranty. © 2016 Pentair All rights reserved Pentair, CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH and LENTON are owned by Pentair or its global affiliates. Alt other trademarks are the property of their respective owners. Pentair reserves the right to change specifications without prior notice. tl , cULus and cURus are at erico.pentair.com and and warnings may cause + PENTAIR rFT ■ H I --R5 ri IF2 TQ • Conforms with Federal Specification WW -H-171 (Type 23), Manufacturers Standardization Society ANSI®/MSS-SP-58 (Type 19 and 23) US APPROVED Part Number 3000037PL Material Steel Finish Plain Rod Size (RS) 3/8" Flange Thickness (FT) 13/16" Max A 1 1/8" Torque (TQ) 5 ft Ib Static Load 1 (F1) 500 Ib Static Load 2 (F2) 250 Ib Standard Packaging Quantity 100 pc UPC 78285634900 UNSPSC 31162905 EAN-13 8711893090741 Certifications cULus FM Setscrew must be tightened and torqued onto the sloped side of the I-beam. Recognizing that torque wrenches are generally not used or available on many job sites, the setscrew should be tightened so it contacts the I-beam and then an additional 1/4 to 1/2 turn added. ANSI is a registered trademark of American National Standards Institute. FM is a registered certification mark of FM Approvals LLC, LTD. UL, UR, cUL, cUR, cULus and cURus are registered certification marks of UL LLC. WARNING ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials. Instruction sheets are available at www.erico.com and from your ERICO customer service representative. Improper installation, misuse, misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death. Copyright © 2015 ERICO International Corporation. All rights reserved. CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH, and LENTON are registered trademarks of ERICO International Corporation. ERICO" All Thread Rod meets following specifications: Domestic and Import All Thread Rod ASTM A307 ASTM A36 Domestic All Thread Rod only ATSM B 633 Domestic and Import Clear Zinc Plated/Yellow Zinc Plated ASTM A 153 Domestic and Import Hot Dipped Galvanized ASTM A193 -08B Import Stainless Steel T-304 ASTM A193 -B8 Domestic Stainless Steel T-304 ASTM A193 B8M Domestic Stainless Steel T-316 Size (in. x ft.) 1/2X10 Black BATRD10 Ferguson Galv GATRD10 Alt 1 SS 304 SS 316 1/2X12 BATRD12 GATRD12 SS4ATRD12 SS6ATRD12 1/2X6 BATRDU GATRDU SS4ATRDU SS6ATRDU 1/4X10 GATRB10 1/4X12 BATRB12 1/4X6 BATRBU GATRBU SS4ATRBU 1X10 GATRG10 1X12 GATRG12 SS4ATRG12 1X6 BATRGU GATRGU SS4ATRGU 3/4X10 BATRF10 GATRF10 3/4X12 BATRF12 GATRF12 SS4ATRF12 SS6ATRF12 3/4X6 BATRFU GATRFU SS4ATRFU 3/8X10 BATRC10 GATRC10 SS4ATRC10 3/8X12 BATRC12 GATRC12 SS4ATRC12 3/8X12 SS6ATRC12 3/8X3 GATRCM 3/8X6 BATRCU GATRCU SS4ATRCU 3/8X6 SS6ATRCU 5/8X10 BATRE10 GATRE10 5/8X12 BATRE12 GATRE12 SS4ATRE12 5/8X3 SS4ATREM 5/8X6 BATREU GATREU SS4ATREU 7/8X10 BATR7810 GATR7810 7/8X12 BATR7812 GATR7812 SS4ATR7812 SS6ATR7812 7/8X3 SS4ATR78M 7/8X6 BATR78U GATR7811 SS4ATR78U Distributed Exclusively by Ferguson and Wolseley Canada © 2014 Ferguson Enterprises, Inc. All Rights Reserved 20348 04/14 The 115 Standard Duty Loop Hanger is ideal for suspending stationary, non -insulated pipe lines, including CPVC pipes, in fire sprinkler systems. A knurled insert nut helps simplify vertical adjustments and flared edges on the base (1/2" to 4" sizes) help protect pipes from coming into contact with any sharp edges of the hanger. • Flared edges help prevent any sharp surfaces from coming into contact with the pipe (1/2" to 4" sizes) • Retained insert nut helps ensure the loop hanger and insert nut stay together • Recommended for the suspension of stationary non -insulated pipe lines • Manufactured to use the minimum rod size permitted by NFPA' for fire sprinkler piping • Conforms with Federal Specification WW -H-171 (Type 10), Manufacturers Standardization Society (MSS) SP -58 (Type 10) -► +- RS Material: Steel Finish: Pregalvanized Part Number Pipe Size Outer Diameter .OD Rod Size RS A 8 , - C " Static Load ._ F '" Certifications 1150050EG 1/2" 0.840" 3/8" 2 13/16" 11/8" 1" 3001b cULus 1150075EG 3/4" 1.050" 3/8" 3" 1 3/16" 15/16" 3001b cULus, FM 1150100EG 1" 1.315" 3/8" 3 1/4" 1 3/8" 15/16" 300 lb cULus, FM 1150125EG 1 1/4" 1.660" 3/8" 3 9/'6" 1 1/2" 15/16" 300 lb cULus, FM 1150150EG 1 1/2" 1.900" 3/8" 3 13/16" 1 5/8" 15/16" 300 tb cULus, FM 1150200EG 2" 2.375" 3/8" 4 1/4" 1 7/8" 15/16" 300 Ib cULus, FM 1150250EG 2 1/2" 2.875" 3/8" 5 9/16" 2 13/16" 1 9/16" 525 lb cULus, FM 1150300EG 3" 3.500" 3/8" 6 9/16" 3 1/2" 1 15/16" 525 lb cULus, FM 1150350EG 3 1/2" 4.000" 3/8" 71/16" 33/4" 1 15/16" 585 Ib cULus, FM 1150400EG 4" 4.500" 3/8" 7 9/16" 4" 1 15/16" 650 Lb cULus, FM 1150500EG 5" 5.563" 1/2" 9 13/16" 4 3/4" 2 1/4" 1,0001b cULus, FM 1150600EG 6" 6.625" 1/2" 11 5/16" 6 5/16" 3 5/16" 1,000 lb cULus, FM 1150800EG 8" 8.625" 1/2" 12 7/8" 6 7/8" 2 7/8" 1,000 lb cULus, FM CADDY *PENTAIR 1 FM is a registered certification mark of FM Approvals LLC, LTD. NFPA is a registered trademark of National Fire Protection Association, Inc. UL, UR, cUL, cUR, cULus and cURus are registered certification marks of UL LLC. WARNING Pentair products shall be installed and used only as indicated in Pentair's product instruction sheets and training materials. Instruction sheets are available at erico pentair.com and from your Pentair customer service representative. Improper installation, misuse, misapplication or other failure to completely follow Pentair's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death and/or void your warranty. © 2017 Pentair All rights reserved Pentair, CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH and LENTON are owned by Pentair or its global affiliates. All other trademarks are the property of their respective owners. Pentair reserves the right to change specifications without prior notice. ►� PENTAIR SECTION 3 Sprinklers tqco® Worldwide Contacts www.tyco-fire.com Series TY -FRB, 5.6 K -factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY -FRB, 5.6 K -factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb -type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY -FRB Pendent Sprinkler, where applicable, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: • A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 in. (15,9 mm) from the flush pendent position. • A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 in. (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY -FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 NOTICE The TYCO Series TY -FRB Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authori- ties having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) TY313.... Upright 5.6K, 1/2 in. NPT TY323....Pendent 5.6K, 1/2 in. NPT Technical Data Approvals Refer to Table A Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* • The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Underwriters Laborato- ries, Inc. (UL). Discharge Coefficient K=5.6 GPM/psi'/' (80,6 LPM/bar'/2) Temperature Rating Refer to Table A Finishes Sprinkler: Refer to Table B Recessed Escutcheon: White Coated, Black Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame Bronze Button Brass/Copper Sealing Assembly ... Stainless Steel w/TEFLON Bulb Glass Compression Screw Bronze Deflector Bronze Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY -FRB, 5.6 K -factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. AUGUST 2018 TFP172 TFP172 Page 2 of 4 Components: 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector* 2" * Temperature rating is indicated on Deflector. DEFLECTOR* 7/16" (11,1 mm) NOMINAL MAKE -IN (50,8 mm) CROSS SECTION ** Pipe thread connections per ISO 7-1 can be provided on special request. ESCUTCHEON PLATE 1/2" SEATING SURFACE NPT** 1/2" NPT** UPRIGHT 2" (50,8 mm) 1-3/8" (34,9 mm) 7/16" (11,1 mm) NOMINAL MAKE -IN STYLE 15 or 20 RECESSED ESCUTCHEON DEFLECTOR* PENDENT WRENCH FLATS 2 7/8" (73,0 mm) DIA. RECESSED PENDENT FIGURE 1 SERIES TY -FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K -FACTOR, 1/2 INCH NPT, QUICK RESPONSE WRENCH RECESS f PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W -TYPE 7 RECESSED SPRINKLER WRENCH Installation The TYCO Series TY -FRB, 5.6 K -factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb -type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diam- eter of the air bubble is approximately 1/16 in. (1,6 mm) for the 135°F (57°C) and 3/32 in. (2,4 mm) for the 286°F (141°C) temperature ratings. A leak -tight 1/2 in. NPT sprinkler joint should be obtained by applying a minimum to maximum torque of 7 to 14 Ib -ft (9,5 to 19,0 N•m). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over -tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY -FRB Upright and Pendent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe -thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W -Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W -Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 Ib -ft (9,5 to 19,0 N•m). Recessed Pendent Sprinklers The Series TY -FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprinkler threads, and with pipe -thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W -Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W -Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 lb -ft (9,5 to 19,0 N•m). Step C. After ceiling installation and finishing, slide on the Style 15 or Style 20 Closure over the Series TY -FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO Series TY -FRB, 5.6 K -factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition -to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. TFP172 Page 3 df 4 ' FACE OF SPRINKLER FITTING i 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) 3/8±5/16" (9,5±7,9 mm) MOUNTING SURFACE ta yip 5/8" (15,9 mm) FLUSH 1/8" (3,2 mm) CLOSURE SERIES MOUNTING TY -FRB PLATE 1-3/8" (34,9 mm) 3/4" (19,1 mm) FIGURE 4 SERIES TY -FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON FACE OF SPRINKLER FITTING 5/16±1/4" (7,9±6,4 mm) 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) 1/2" (12,7 mm) FLUSH } MOUNTING SURFACE CLOSURE 1/8" J (3,2 mm) SERIES MOUNTING TY -FRB PLATE 1-3/8" (34,9 mm) 7/8" (22,2 mm) FIGURE 5 SERIES TY -FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY -FRB Upright or Pendent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) temperature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutch- eon with (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W -Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W -Type 7 Sprinkler Wrench, P/N 56-850-4-001 TFP172 Page 4 of 4 Notes: 1. Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc., for use in Canada (C -UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the City of New York under MEA 354-01-E. 5. VdS Approved (For details, contact Johnson Controls, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-54-428-3377.) 6. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. 7. Where Polyester Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion -Resistant Sprinklers. a. Installed with Style 15 (1/2 in. NPT) 5/8 in. Total Adjustment Recessed Escutcheon, as applicable. b. Installed with Style 20 (1/2 in. NPT) 1/2 in. Total Adjustment Recessed Escutcheon, as applicable. c. Frame and Deflector only. Listings and approvals apply to color (Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS FOR 5.6 K -FACTOR SPRINKLERS P/Na 77 — ):XX — X —)0(X SPRINKLER FIN SH (See Note 7) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS CHROME PLATED POLYESTERc 5.6 1/2 in. NPT (PRI HT 3) and PENDENT (TY323) 135°F (57°C) Orange 1, 2, 3, 4, 5, 6 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C)Green 286°F (141°C) Blue RECESSED PENDENT1, (TY323) Figures 4a and 5b 135°F (57°C) Orange 2, 3, 4 ° 155 F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green Notes: 1. Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc., for use in Canada (C -UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the City of New York under MEA 354-01-E. 5. VdS Approved (For details, contact Johnson Controls, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-54-428-3377.) 6. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. 7. Where Polyester Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion -Resistant Sprinklers. a. Installed with Style 15 (1/2 in. NPT) 5/8 in. Total Adjustment Recessed Escutcheon, as applicable. b. Installed with Style 20 (1/2 in. NPT) 1/2 in. Total Adjustment Recessed Escutcheon, as applicable. c. Frame and Deflector only. Listings and approvals apply to color (Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS FOR 5.6 K -FACTOR SPRINKLERS P/Na 77 — ):XX — X —)0(X Notes: a. Use suffix "I" for ISO 7-1 connection; for example, 77-370-4-175-1 SPRINKLER FINISH 1 NATURAL BRASS 3 PURE WHITE (RAL9010)a POLYESTER 4 SIGNAL WHITE (RAL9003) POLYESTER 5 JET BLACK (RAL9005) POLYESTER 9 CHROME PLATED Notes* a. Eastern Hemisphere sales only TABLE B SERIES TY -FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION TEMPERATURE RATINGS 135 135°F (57°C) 155 155°F (68°C) 175 175°F (79°C) 200 200°F (93°C) 286 286°F (141°C) 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 0 2018 Johnson Controls. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without notice. NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks al National Fire Protection Association, TEFLON is a registered trademark of DuPont Johnson //j Controls SIN 370 5.6K UPRIGHT (1/2 in.NPT) TY313 371 5.6K PENDENT (1/2 in.NPT) TY323 Notes: a. Use suffix "I" for ISO 7-1 connection; for example, 77-370-4-175-1 SPRINKLER FINISH 1 NATURAL BRASS 3 PURE WHITE (RAL9010)a POLYESTER 4 SIGNAL WHITE (RAL9003) POLYESTER 5 JET BLACK (RAL9005) POLYESTER 9 CHROME PLATED Notes* a. Eastern Hemisphere sales only TABLE B SERIES TY -FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION TEMPERATURE RATINGS 135 135°F (57°C) 155 155°F (68°C) 175 175°F (79°C) 200 200°F (93°C) 286 286°F (141°C) 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 0 2018 Johnson Controls. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without notice. NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks al National Fire Protection Association, TEFLON is a registered trademark of DuPont Johnson //j Controls SECTION 4 Miscellaneous ARGCO, SUPER DOPETM Anaerobic Thread Sealant VIRTUALLY IMPOSSSIBLE TO LEAK •Chemically hardens in the absence of air into a tough, structural solid. •Will not loosen, set or shrink •Only put on I st, 2nd & 3rd threads ...uses less material GUARANTEED • Instant low pressure seal •Cures to pipe burst pressure •Allows for adjustment & alignment of fittings after application •Permits disassembly • Pipe joints and fittings are locked against vibration loosening •Withstands temperature up to 400° F •Seals regardless of a multitude of mis- takes •Comparable to Loctite* 565 'LOCTITE ISA REGISTERED TRADEMARK OF LOCTITE CORP. NEWINGTON, CT Specifications: 0-10,000 psi; -65-400° F; 150,000 cPs, white color; 4 hour cure for pressure testing. Typical applications are in sealing of ah types of metal threaded connections against water, potable water, gas, oil, grease, and most common materials conveyed by pipes. It is extensively used on pressure vessels, air compressors, hydraulic systems, tanks, etc. for positive vibration proof sealing. NOT SUITABLE FOR USE WITH OXYGEN OR CHLORINE DO NOT USE WITH PTFE TAPE OR PIPE JOINING COMPOUNDS WITH SUPERDOPE. 1010085: Superdope 14 liter can 1010086: Superdope 750 ml can 1010087WBRUSH: Superdope 350 ml brush top 1010087: Superdope 350 ml can 1010088: Superdope 250 ml can tube 1010089: Superdope 50 ml tube Volatile Organic Compounds: 5.4% based on weight (mg/liter) 59.4 grams per liter The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM ARGCO Super -Dope® Anaerobic Thread Sealant DESCRIPTION Super Dope Pipe Sealant is an easy to use pipeline sealant which sets fast to give an instant low pressure seal of 100 psi and a high pressure seal when fully cured. Unlike solvent based pipe dopes, Instant Pipe Sealants cures anaerobically, therefore, has no solvents leaking out of the sealant, leaving behind leak paths. Finally, it provides 100% sealing capability and does not shrink when curing to allow failure at a later date. Ir r APPLICATIONS Typical applications are in sealing of all types of metal threaded connections (up to 2 inches) against water, oil, grease, and most common materials conveyed by pipes. Compatible with pipe containing liquid propane. It is extensively used on pressure vessels, air compressors, hydraulic systems, tanks, etc. for positive vibration proof sealing. USEFUL HINTS/NOTES Where cure speed is extended due to low temperatures or inactive surfaces, activator can be used. Best results are found if Instant Pipe Sealant is applied to 2nd or 3rd threadforms. Excess can be wiped away, any migration into lines will not solidify and can be flushed away during commissioning. PROPERTIES Resists most solvents. Temperature range: -65°F to +400°F. Volatile Organic Compounds: 5.4% based on weight (mg/liter) 59.4 grams per liter INSTRUCTIONS FOR USE Ensure parts are clean, dry and free from oil and grease. PROCEDURE FOR APPLICATION Product is normally hand applied from the tube or brushed onto threads. COMPATIBLE ACCELERATORS/PRIMER Primers such as (Primer T) can be used. However, up to 30% strength loss can occur when using primers. SUPERDOPE INSTANT PIPE SEALANT With Polytetrafluoroethylene TECHNICAL FEATURES Resin. Dimethacrylate Color White Cure Speed with Activator <10 minutes Cure Speed without Activator:... < 45 minutes Viscosity (Thixotropic):...... 150,000-400,000cps Gap Fill• N/A Flash Point >200°F Shelf Life* 12 months @ 68°F Specific Gravity. 1 11 @ 75°F Max. Operating Temperature. 400°F CURED PERFORMANCE Full Cure Time* 24 hours @ 68oF Breakaway Torque ISO 10964:3-7Nm (25-60 Ib. in.) STORAGE Store in a cool area out of direct sunlight. Shelf Life: 12 months @ 68°F. PRESENTATION Bottles. ... 10m1, 50m1 , 250m1 & 1Itr GENERAL INFORMATION This Product is not recommended for use in: pure oxygen, oxygen rich systems or for chlorine or other strong oxidizing material environments. Normally not recommended for plastic. (particularly thermoplastic materials) where stress cracking of the plastic could result. HEALTH & SAFETY IN USE IRRITANT: Contains Methacrylate Esters which can irritate the eyes, the respiratory organs and the skin. In case of contact with the skin, wash immediately with plenty of water. Country of Origin: SuperDope Anaerobic Thread Sealant is a manufactured and packaged in the United States. The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 800-854-1015 OR LOG ONTO WWW.ARGCO.COM ARGCO PREMIUM DENSITY GREEN OXYGEN PTFE THREAD SEALTAPE (1.4 density] Country of Origin: Malaysia Chemical Properties: 100% Polytetrafluoroethylene Thickness: 0.0035" Elongation: Min. 100% Width: 1/2" Length: 260" Density: 1.4 Incompatibility: Avoid using with Molten Alkali, certain Halogen and Fluorine products at high temperatures and pressures. GUARANTEED Pressure Rating: 10,000 psi Temperature: When heated over 500F (260C), it thermally degrade and decompose producingtoxic fumes. Government Standard: Meets MIL Spec T -27730A, A -A 58092, U/L Listed Usage: To be used on all types of threaded fittings for passage of water, potable and non -potable, most chemicals, oxygen, gas, hydraulic and high pressure lines. Case Quantity: 500 rolls ARGCO PART NUMBER: 60-10-150: 1/2" x 260" The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM Series AH2 Series AH2-CC 1.0 PRODUCT DESCRIPTION Available Sizes by Component • Series AH2 Braided Hose: 31, 36, 48, 60, 727790, 914, 1219, 1525, 1830 mm. Note: length includes adapter nipple and 5.757140 mm straight reducer. • Series AH2-CC Braided Hose: 31, 36, 48, 60, 72"/790, 914, 1219, 1525, 1830 mm. Note: length includes captured coupling and 5.757140 mm straight reducer. • Sprinkler Reducers: 1/2" and 3/4"/15 and 20mm sprinkler connections and 5.75, 9, 137140, 230, 330 mm straight lengths and short, long 90 elbows. Note: The short 90° elbow is typically used with concealed sprinklers while the long 90 elbow is typically used in the installation of recessed pendent sprinklers. Low Profile long, and short 90° elbows for use with Style AB11 Bracket. • Inlet Connections: • 1725 mm Grooved IGS • 1725 mm NPT or BSPT adapter nipples for attaching to pipe and fittings outlined in NFPA standards. • 3/4720 mm NPT or BSPT adapter nipples available for VdS. • 11/4"/ 32mm BSPT adapter nipples available for LPCB. • Brackets: • Style AB1 for suspended and hard -lid ceilings, allows installation before most ceiling tiles in place • Style AB2 for suspended and hard -lid ceilings, allows for vertical sprinkler adjustment, and installation before most ceiling tiles in place • Style AB3 for surface mount applications, wood, metal and block walls • Style AB4 for hard -lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment • Style AB5 for hard -lid ceilings, allows for vertical sprinkler adjustment • Style AB7 for suspended and hard -lid ceilings • Style AB7 Adjustable for suspended and hard -lid ceilings • Style AB8 for hard -lid ceilings with CD 60/27 profile metal studs (regionally available) • Style AB9 for hard -lid ceilings with hat furring channel grid systems • Style AB10 for Armstrong® TechZoneTM ceilings • Style AB11 for lay -in panel suspended t -grid ceilings or drywall suspended t -grid ceilings, allows for low profile installations (use only with 90° low profile elbows) ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Submitted By Date Spec Section Paragraph Approved Date victaulic.com 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. 1 ✓ctaulhc LLJ I /10/ l� Maximum Working Pressure • 200 psi/1375 kPa (FM Approval) • 175 psi/1206 kPa (cULus Listed) • 1600 kPa/232 psi (VdS/LPCB Approved) Connections • To adapter nipple (inlet) via • 1"/25.4 mm Grooved IGS • 1"/25.4 mm NPT or BSPT male thread • 3/4"/20 mm BSPT male thread (VdS only) • 11/4'/32 mm BSPT male thread (LPCB only) • To sprinkler head (outlet) via 1/2' or 3/4'/15 mm or 20 mm Minimum Bend Radius • 7"/178 mm (FM Approval) • 2"/51 mm (cULus Listed) • 3776.2 mm (VdS/LPCB Approved) Maximum Allowable Sprinkler K -Factors • FM (1/2"/15mm reducer) K5.6/8,1 (S.I.), (3A"/20mm reducer) K14.0/20,2 (S.I.) • cULus (1/2"/15mm reducer) K8.0/11,5 (S.I.), (3/4"/20mm reducer) K14.0/20,2 (S.I.) • VdS/LPCB (1/2"/15mm reducer) K5.6/8,1 (S.I.), (3/4"/20mm reducer) K8.0/11,5 (S.I.) 2.0 CERTIFICATION/LISTINGS CC/US LISTED VdS LPCB 10.85 5839 Rev AA Updated 12/2016 C. 2016 Victaulic Company. All rights reserved. victaulic.com 2 ✓ctaullic • Collar/Weld Fitting: 300 -series Stainless Steel • Gasket Seal: Victaulic EPDM Isolation Ring: Nylon • Nut and Nipple: Carbon Steel, Zinc Plated • Reducer (1/2 /15 mm or 3/4"/20 mm): Carbon Steel, Zinc -Plated • Low Profile Elbows: Stainless Steel Brackets: Carbon Steel, Zinc -Plated Series AH2-CC • Flexible Hose: 300 -series Stainless Steel • Collar/Weld Fitting: 300 -series Stainless Steel • Gasket Seal: Victaulic EPDM • Isolation Ring: Nylon • Nut and Nipple: Carbon Steel, Zinc Plated • Reducer (1/2'/15 mm or 3/4'/20 mm): Carbon Steel, Zinc -Plated • Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade 65-45-15, is available upon special request. Coupling Housing Coating: • Orange enamel (North America, Asia Pacific). • Red enamel (Europe). • Hot dipped galvanized. Gasket:1 • Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. • Bolts/Nut: Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A 449 and physical requirements of ASTM A 183. • Linkage: CrMo Alloy Steel zinc electroplated per ASTM B633 Zn/Fe 5, Type III Finish 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 3 ✓ctaul'c° rt A Hose Length Dimensions B Hose Length inches mm A inches mm B inches mm 31/790 25.3/641 31/790 36/915 31.3/794 36/915 48/1219 42.3/1073 48/1220 60/1525 54.3/1378 60/1525 72/1830 66.3/1683 72/1830 Series AH2-CC Braided Hose 0 ° p © O I�rulllllllllllllnlllllu!II, Iln, 111�111II{RSfIl9Y!!JJ I I� -hlhhhllhIIIIIIIIIIIIIIIII II III I■I' Hose Length inches mm A inches mm B inches mm 31/790 24.5/622 29.8/757 36/915 29.5/749 34.8/884 48/1219 41.5/1054 46.8/1189 60/1525 53.5/1359 58.8/1494 72/1830 65.5/1664 70.8/1798 • Item Description 1 1 Flexible Hose Isolation Rinq 2 Isolation Rinq 4 3 Gasket v 4 Nut 7 5 Adapter Nipple Braid Sleeve 6 7 Collar/Weld Fitting 8 Sleeve Item Description 1 Flexible Hose 2 Isolation Rinq 3 Gasket 4 Nut 5 Captured Coupling 6 Braid 7 Collar/Weld Fitting 8 Sleeve 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 4 ✓ctaulic' uugnigmwuwulinuui, 11 , Srr t , 5.75"/140 mm straight reducer Optional Reducers l C 9.0 /229 mm straight reducer 13.0'/330 mm straight reducer 2.62"/ Short 90° elbow reducer 2.62"/ Long 90° elbow reducer NOTE • The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. • FM/VdS Approved only. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 5 ✓ctaulid Jtyie wi • Suspended Ceilings • Hard -Lid Ceilings (FM Only) Item Description 1 24"/610 mm or48"/1219mm Square Bar* 2 Patented Center Bracket 3 End Bracket 'Both sizes FM/VdS/LPCB approved, cULus listed Style AB2 • Suspended Ceilings • Hard -Lid Ceilings Item Description 1 24"/610mm or48"/1219mm Square Bar* 2 Patented Vertically Adjustable Center Bracket 3 End Bracket 'Both sizes FM/VdS/LPCB approved, cULus listed Style AB3 • Surface Mount Applications • FM Approved • 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 6 • ✓ctaulid JTyle HD'+ • Hard -Lid Ceilings with Hat furring channel grid system Item Description 1 247610 mm or 48"/1219 mm Square Bar* 2 Patented Vertically Adjustable Center Bracket 3 End Bracket for Hat Furring Channel 'Both sizes FM/VdS approved, cULus listed Style AB5 • Hard -Lid Ceilings Item Description 1 247610mm or 48"/1219mm Square Bar* 2 Patented Vertically Adjustable Center Bracket 3 End Bracket 'Both sizes FM/VdS approved, cULus listed Style AB7 • Suspended Ceilings • Hard -Lid Ceilings Item Description 1 24"/610 mm or 48"/1219 mm Square Bar* 2 Patented 1 -Beet® Center Bracket 3 End Bracket 'Both sizes FM/VdS approved. Style AB7 Adjustable • Suspended Ceilings • Hard -Lid Ceilings Item Description 1 700mm or 1400mm Square Bar* 2 Patented 1 -Beet® Center Bracket 3 End Bracket (adjustable) 'Both sizes FM/VdS approved. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 7 ✓ctaulic Style A138 • Hard -Lid Ceilings Item Description 1 700mm or 1400mm Square Bar* 2 Patented Vertically Adjustable Center Bracket 3 End Bracket *Both sizes FM/VdS approved. Style AB9 • Hard -Lid ceilings with Hat furring channel grid system Item Description 1 24"/610 mm or 48"/1219 mm Square Bar* 2 Patented 1-Bee2° Center Bracket 3 End Bracket for Hat Furring Channel 'Both sizes FM/VdS approved. Style AB10 • Suspended ceilings • Armstrong® TechZone'M Item Description 1 6"/152 mm Square Bar* 2 Patented 1 -Beet° Center Bracket 3 End Bracket *FM/VdS approved, cULus listed. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 8 ✓ctaulie i 1 JLYIC HU11 • Suspended ceilings • Hard -Lid Ceilings Item Description 1 24"/610mm or48"/1219mm Square Bar* 2 Patented 1 -Beet® Center Bracket 3 End Bracket 'FM/VdS approved, cULus listed. Low Profile Short 90° elbow reducer Long 90° elbow reducer NOTE • The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 9 • �CtaU1id JCfICS /VIL DrdIUCU muse d[IU JLyit f1D1 Dfdl:KC1 Suspended Ceiling Grid with Recessed Sprinkler A See Chart 2W/60 mm max hole 1 7/43 mm Typal /ei ing gnd 24/6 0 mm or 4871219 mm on Center V2707 3/a"/19mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 10.8 273 11.8 299 12.8 324 13.8 349 14.8 375 15.8 400 Suspended Ceiling Grid with Concealed Sprinkler See chart . A See Chart Bracket Assembly SMeABI 2"//683 mm ax hole 2'//603 mm min hole 4 47113m .7mm Typi 3c/43 Jng grid See note finished 24/610 mm or 48 /1219 mm ce keg face on Center V3802 1/z"/12.7mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 10.1 269 11.1 281 12.1 307 13.1 333 14.1 358 15.1 383 Suspended Ceiling Grid with Recessed Sprinkler with Suspended Ceiling Grid with Concealed Sprinkler with 90° Elbow (Short) 90° Elbow (Long) V2707 3/4"/19mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 8.0 200 V3802 I/z"/12.7mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 5.8 147 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 10 ✓ctaulic' Hard -lid Ceiling with Concealed Sprinkler V3802'"/12.7mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 7.6 193 8.6 218 9.6 244 10.6 269 11.6 295 12.6 320 Hard -lid Ceiling with Recessed Sprinkler V2707 3/4°/19mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 6.1 155 7.1 180 8.1 206 9.1 231 10.1 256 11.1 282 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. Hard -lid Ceiling Grid with Concealed Sprinkler with Hard -lid Ceiling with Recessed Sprinkler with 90° Elbow (Long) 90° Elbow (Short) V3802 1/2"/12.7mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 5.0 127 V2707 3/4'Y19mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.6 91 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 11 ✓ctaulic° UG/ IGO nl uiGKJ1U I iwc aiIU oiyic nuc_ ui0L.ncL Horizontal Sidewall Sprinkler V2707 3%/l9mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 6.1 155 7.1 180 8.1 206 9.1 231 10.1 256 11.1 282 Horizontal Sidewall Sprinkler with 90° Elbow (Long) V27073%/l9mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.6 91 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 12 • ✓ctaulic° Hat Furring Channel Grid with Recessed Sprinkler See Chan Seerw,eJ W/159 mm Typical Typull6'/106mm- ceiling file 24'/61Jmmon Cenrer Fnishe7 face !/23 mm Typicalcaliy gn V2707 3/4719mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 10.3 262 11.3 287 12.3 313 13.3 338 14.3 363.5 15.3 389 Hat Furring Channel Grid with Recessed Sprinkler with Hat Furring Channel Grid with Concealed Sprinkler with 90° Elbow (Short) 90° Elbow (Long) 34•/610 mm an Curler V2707 3/4719mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 8 200 V2707 3/4719mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 5.9 149 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. • 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 13 ✓ctaulic° Hard -lid Ceiling with Recessed Sprinkler 21/47W mm MAL holey i•rsi mm mm hale V2707 3/4"/19mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 6.1 155 7.1 180 8.1 206 9.1 231 10.1 256 11.1 282 Recessed Pendent with 90° Elbow (Long) 2W/eO mm hde_ 2,51 mm nun de V2707 3/4"/19mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.6 91 ax hde "—NC/59 mm~ mm hde V3802 l '/13mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 7.6 193 8.6 218 9.6 244 10.6 269 11.6 295 12.6 320 Hard -lid Ceiling with Concealed Pendent with 90° Elbow (Short) 110 Are a ti__�i /„emm r hi See 'hart 16,136 rnm Stud LK V3802 l /13mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.3 84 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 14 • ✓ctaulic• Suspended Ceiling Grid with Recessed Sprinkler with LP 90° Elbow (Long) See chart 1.7"/43 mm Typical ceiling grid See Note Bracket assembly Style AB11 w —__ 5/8"/16mml. Typical Emil ceiling tile 11 JI� rIl /////00O/%//% 24"/610 mm or 48"/1219 mm on Center 3"/ 76 mm Finished ceiling face V2707'/4"/19 mm MAX. RECESS Hose Clearance Chart Dimension inches mm A Min. 4.0 100 23/6'/60 mm max. hole �2"/51 mm min. hole V2707 MAX. EXTENSION Suspended Ceiling Grid with Concealed Pendent with LP 90° Elbow (Short) A See chart 1.7"/43 T m Typical ceiling grid See Note Bracket assembly Style ABl 1 © � 5/8"/16 mm� ��rlr�t'7 Typical i 11;``_ ceiling tile i 24"/610 mm or 48"/1210 mm on Center 3"/ 76 mm Finished Ceiling Face V3802' /13 mm MAX. RECESS Hose Clearance Chart Dimension inches mm A Min. 3'9 99 • 211/16'/68 mm max. hole 23/060 mm min. hole FA if/ V3802 MAX. EXTENSION 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 15 ✓ctaulic° Surface Mount Application with Recessed Sprinkler 33/4"/ 95.3 mm 23/8"/60 mm max. hole 2"/51 mm min. hole c Hose Clearances Wall Thickness 2 4 6 8 10 2 4 6 8 10 50 100 150 200 250 50 100 150 200 250 Outlet Length 5.75 9 13 5.75 9 13 9 13 13 13 5.75 9 13 5.75 9 13 9 13 13 13 "8" 146.1 228.6 330.2 146.1 228.6 330.2 228.6 330.2 330.2 330.2 146.1 228.6 330.2 146.1 228.6 330.2 228.6 330.2 330.2 330.2 Hose 11.6 14.8 18.8 9.6 12.8 16.8 10.8 14.8 12.8 10.8 12.6 15.8 19.8 10.6 13.8 17.8 11.8 15.8 13.8 11.8 Clearance "C" 294 376 478 243 325 427 275 376 325 275 319 402 503 268 351 452 300 402 351 300 Bend Radius 7 8 "R" 175 200 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. • See installation instructions for mounting screw type and size. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 16 ✓ctaulic• R See chart Female Threaded Weld Outlet 2"/50 mm A See chart Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 8.4 214 9.4 239 10.4 264 11.4 290 12.4 315 13.41 341 R See chart No. 142 Grooved Weld Outlet 2750 mm See chart Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 7.1 180 8.1 205 9.1 231 10.1 256 11.1 281 12.1 307 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 17 • ✓ctaulic° •T .. lil PR t 11 0 I 111 / 2"150 mm R See chart A See chart Style 922 Threaded Mechanical Tee Outlet Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 8.4 212 9.4 238 10.4 263 11.4 289 12.4 314 13.4 339 outlet R See chart A See chart Style 922 Grooved Mechanical Tee Outlet Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 6.7 171 7.7 197 8.7 222 9.7 247 10.7 273 11.7 298 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 18 ✓ctaulicr ' inches/mm inches/mm/type Equivalent Length of 1733.7mm Sch. 40 Pipe (C:=120) feet/meters Maximum Number of 90° Bends at 2"/51 mm Bend Radius 31/775 1"/15/Straight 16/4.9 4 3/a"/20/Straight 17/5.2 4 36/900 ' '/15/Straight 21/6.4 5 3/4"/20/Straight 23/7.0 5 48/1200 W/15/Straight 32/9.8 8 3/a"/20/Straight 37/11.3 8 60/1500 ' /15/Straight 46/14.0 10 3/4720/Straight 46/14.0 10 72/1800 ' /15/Straight 55/16.8 12 3/4720/Straight 53/16.2 12 C CL us LISTED Series AH2 Braided Hose with 90° Low Profile Elbows Style AB11 VicFlex Bracket inches/mm inches/mm Equivalent Length of 1"/33.7 mm Sch. 40 Pipe feet/meters Maximum Number of 90° Bends at 2"/51 mm Bend Radius 31/775 ' /15 24/7.3 4 W/20 24/7.3 4 36/900 '/x"/15 26/7.9 5 3/4"/20 28/8.5 5 48/1200 ' /15 43/13.1 8 3/4"/20 42/12.8 8 60/1500 ' /15 49/14.9 10 3/4"/20 50/15.2 10 72/1800 //15 65/19.8 12 3/4"/20 63/19.2 12 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 19 ✓ctaulic° Tsui vuiui.-, u1. vw lvuJ 11u111UGi. u1 Ju UGtj, GG UGI IU.J ai L /JJ. 111111 UGI ILLI III Ie UCI IU IdUIUJ Length of Stainless Steel Flexible Hose inches/ mm Outlet Size inches/ mm 1 Bend feet/ meters 2 Bends feet/ meters 3 Bends feet/ meters 4 Bends feet/ meters 5 Bends feet/ meters 6 Bends feet/ meters 7 Bends feet/ meters 8 Bends feet/ meters 9 Bends feet/ meters 10 Bends feet/ meters 11 Bends feet/ meters • 12 Bends feet/ meters 31/775 'x"/15 8.5/2.6 11.0/3.4 13.0/4.0 16.0/4.9 N.A NA N.A N.A N.A N.A N.A N.A W/20 10.0/3.0 12.5/3.8 14.0/4.3 17.0/5.2 N.A N.A N.A N.A N.A N.A N.A N.A 36/900 '/2"/15 13.5/4.1 16.0/4.9 18.0/5.5 19.0/5.8 21.0/6.4 N.A N.A N.A N.A N.A N.A N.A 3/4"/20 14.0/4.3 17.0/5.2 19.5/5.9 20.0/6.1 23.0/7.0 NA N.A N.A N.A N.A N.A N.A 48/1200 W/15 15.5/4.7 17.0/5.2 19.5/5.9 20.0/6.1 21.0/6.4 22.0/6.7 28.0/8.5 32.0/9.8 N.A N.A N.A N.A 3/4"/20 17.0/5.2 19.0/5.8 21.5/6.6 24.5/75 26.0/7.9 27.0/8.2 30.0/9.1 37.0/11.3 N.A N.A N.A N.A 60/1500 ' /15 21.5/6.6 24.0/7.3 27.0/8.2 28.5/8.7 30.0/9.1 31.0/9.4 37.0/11.3 42.0/12.8 44.0/13.4 46.0/14.0 N.A N.A 3/4"/20 23.0/7.0 24.0/7.3 28.0/8.5 29.5/9.0 30.5/9.3 31.0/9.4 38.0/11.6 42.0/12.8 44.0/13.4 46.0/14.0 N.A N.A 72/1800 W/15 30.0/9.1 32.0/9.8 36.5/11.1 37.5/11.4 40.5/12.5 41.0/12.8 42.0/12.8 46.0/14.0 49.0/14.9 52.0/15.8 54.0/16.5 55.0/16.8 W/20 32.0/9.8 32.5/9.9 35.0/10.7 35.5/10.8 40.0/12.3 40.5/12.3 41.0/12.5 46.0/14.0 50.0/15.2 51.0/15.5 52.0/15.8 53.0/16.2 NOTES: • Values for use with 5.75"/140 mm straight reducers. How to use this Design Guide: • For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. • It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 20 ✓ctaulic° Length of Stainless Steel Flexible Hose inches/mm K -Factor Imperial/S.I. Outlet Size inches/mm/type Equivalent Length of 1"/33.7mm Sch. 40 Pipe Feet/meters Maximum Number of 90° Bends at 7"/178mm Bend Radius 31/775 5.6/8.12 1/"/15/Straight 23.5/7.1 1/"/15/90° Elbow 23.5/7.1 36/900 5.6/8.12 1/2"/15/Straight 27.8/8.5 /715/90° Elbow 25.6/7.8 48/1200 5.6/8.13 1/715/Straight , 38.2/11.6 1/715/90° Elbow 30.7/9.3 60/1500 5.6/8.14 1/715/Straight 42.4/12.9 1 '/15/90° Elbow 35.9/10.9 72/1800 5.6/8.14 1/"/15/Straight 46.6/14.2 1/2715/90- Elbow 41.1/12.5 31/775 8.0/11.52 3/020/Straight 16.8/5.1 3/4"/20/90° Elbow 16.8/5.1 36/900 8.0/11.5 3/4"/20/Straight 20/6.0 2 3/a"/20/90° Elbow 19.7/6.0 48/1200 8.0/11.53 3/4"/20/Straight 27.8/8.4 3/4720/90° Elbow 26.6/8.1 60/1500 8.0/11.54 3/4720/Straight 35.7/10.9 3/4"/20/90° Elbow 33.6/10.2 72/1800 8.0/11.54 3/4720/Straight 43.5/13.2 3/4"/20/90° Elbow 40.6/12.2 31/775 11.2/16.12 3/4"/20/Straight 16.5/5.0 3/4"/20/90° Elbow 17.8/5.4 36/900 11.2/16.12 3/4720/Straight 19.5/5.9 3/4720/90° Elbow 20.7/6.3 48/1200 11.2/16.13 3/4720/Straight 26.7/8.1 3/4720/90° Elbow 27.9/8.5 60/1500 11.2/16.14 3/4720/Straight 33.9/10.3 3/4"/20/90° Elbow 35/10.7 72/1800 11.2/16.14 3/4°/20/Straight 41.3/12.5 3/4"/20/90° Elbow 42.2/12.8 31/775 14.0/20.22 3/4 '/20/Straight 14.9/4.5 3/4'/20/90° Elbow 15.5/4.72 36/900 14.0/20.22 3/4720/Straight 19.4/5.9 3/4"/20/90° Elbow 19.6/5.9 48/1200 14.0/20.23 3/4"/20/Straight 30.3/9.2 3/4"/20/90° Elbow 29.5/8.9 60/1500 14.0120.24 3/4720/Straight 33.9/10.3 3/4"/20/90° Elbow 34.1/10.4 72/1800 14.0/20.24 3A"/20/Straight 37.5/11.4 3/4"/20/90° Elbow 38.6/11.7 FM NOTES: • Series AH2 has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. • Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. • EXAMPLE: A 48 -inch hose installed with two 30° bends and two 90° bends at a 7 -inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 21 Length of Stainless Steel Flexible Hose inches/mm K -Factor Imperial/S.I. Outlet Size inches/mm Equivalent Length of 1"/33.7mm Sch. 40 Pipe feet/meters Maximum Number of 90° Bends at 7"/178mm Bend Radius 31/775 5.6/8.1 1/2"/15 13.7/4.2 2 36/900 5.6/8.1 1/2"/15 17.0/5.2 2 48/1200 5.6/8.1 1/2"/15 25.0/7.6 3 60/1500 5.6/8.1 1 /15 33.0/10.1 4 72/1800 5.6/8.1 1/20/15 41.1/12.5 4 31/775 8.0/11.5 3/4"/20 13.6/4.14 2 36/900 8.0/11.5 3/4"/20 16.9/5.2 2 48/1200 8.0/11.5 3%"/20 27.8/8.5 3 60/1500 8.0/11.5 314/20 32.6/9.9 4 72/1800 8.0/11.5 3/4720 40.6/12.4 4 31/775 11.2/16.1 3/4"/20 13.7/4.2 2 36/900 11.2/16.1 3/4"/20 17.0/5.2 2 48/1200 11.2/16.1 3/4"/20 24.9/7.6 3 60/1500 11.2/16.1 3/4"/20 32.9/10.0 4 72/1800 11.2/16.1 3/40/20 40.9/12.5 4 31/775 14.0/20.2 34720 13.5/4.1 2 36/900 14.0/20.2 3/40/20 16.8/5.1 2 48/1200 14.0/20.2 3/4720 24.7/7.5 3 60/1500 14.0/20.2 3/4"/20 32.7/9.9 4 72/1800 14.0/20.2 3/4720 40.7/12.4 4 FM NOTES: • Series AH2 has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. • Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. • EXAMPLE: A 48 -inch hose installed with two 30° bends and two 90° bends at a 7 -inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 22 ✓ctaulie Length of Stainless Steel Flexible Hose mm/inches Outlet Size mm/inches Series AH2 Hose Equivalent Length of steel pipe according to EN 10255 DN 25 (33,7 x 3,25) meters/feet Maximum Number of 90 Bends at 3"/76.2mm Bend Radius meters/feet 775/31 15mm/'h" 5.5/18.0 3 20 mm/3/a" 900/36 15mm/'/a" 6.4/21.0 3 20 mm/3/4" 1200/48 15mm/1/2" 8.5/27.9 3 20 mm/3A" 1500/60 15mm/'/z" 10.7/35.1 4 20 mm/3/4" 1800/72 15mm/'h" 12.8/42.0 4 20 mm/3/4" VDS CEILING MANUFACTURERS LIST AB1, AB2, AB7, AB10 ,AB11 AB4/9 1. AMF 2. Armstrong 3. Chicago Metallic 4. Dipling 5. Durlum 6. Geipel 7. Gema -Armstrong 8. Hilti 9. Knauf 10. Lafarge 11. Linder 12. Odenwald 13. Richter 14. Rigips 15. Rockfon Pagos 16. Suckow & Fischer 17. USG Donn LPCB ABS, AB8 No specific approval 1. Hilti 2. Knauf 3. Lafarge 4. Lindner 5. Rigips Series AH2 Braided Hose Style AB1 Bracket Length of Stainless Steel Flexible Hose mm/inches Outlet Size mm/inches/type Series AH2 Hose Maximum Number of 90 Bends at 3"/76.2mm Bend Radius Equivalent Length of steel pipe according to EN 10255 DN 25 (33,7 x 3,25) meters/feet 775/31 15mm/' "/Straight 1.8/6.0 2 20 mm/3/4"/Straight 900/36 15mm/'h"/Straight 3.6/11.9 3 20 mm/3/4"/Straight 1200/48 15mm/'i4"/Straight 4.3/14.0 3 20 mm/3/a"/Straight 1500/60 15mm/'/z"/Straight 4.1/13.6 3 20 mm/3/4"/Straight 1800/72 15mm/1/2"/Straight 5.5/18.1 3 20 mm/3/4"/Straight 10.85 5839 Rev AA Updated 12/2016 victaulic.com © 2016 Victaulic Company. All rights reserved. 23 ✓ctaulic • It is the responsibility of the system designer to verify suitability of 300 -series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. • The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300 -series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. 7.0 REFERENCE MATERIALS — CHARACTERISTICS Flexible Hose, In -Plane Bend Characteristics One Bend Two Bends Three Bends w 2X Minimum bend radius ( Minimum bend radius 2X Minimum bend radius OR I . I Minimum bend radius E\90o L — — — OR Minimum bend radius ( Minimum bend radius Minimum bend radius I Minimum bend radius Minimum bend radius NOTE For out -of -plane (three-dimensional) bends, care must be taken to avoid imparting torque on the hose. I-VicFlex-AB1-AB2-AB10 I-VicFlex-AB3 I-VicFlex-AB7 I-VicFlex-AB8 I-VicFlex-AB4-AB9 • User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. • Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to I-VICFLEX-AB1-AB2-AB10, I-VICFLEX-AB4-AB9, I-VICFLEX-AB7, or I-VICFLEX-AB8 for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.85 5839 Rev AA Updated 12/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 24 ✓ctaulic° F 1.0 PRODUCT DESCRIPTION Available Sizes by Component • Series AH1 Braided Hose: 31, 36, 48, 60, 72"/790, 914, 1220, 1525, 1830 mm. Note: length includes adapter nipple and 5.75"/140mm straight reducer. • Sprinkler Reducers: 1/2' and 3/4715 and 20 mm sprinkler connections and 5.757140 mm, 97230 mm, 13"/330 mm straight lengths and short, long 90 elbows. Note: The short 90° elbow is typically used with concealed sprinklers while the long 90 elbow is typically used in the installation of recessed pendent sprinklers. • Adapter Nipples: 1"/25mm NPT or BSPT adapter nipples for attaching to pipe and fittings outlined in NFPA standards. 3/4"/20 mm NPT or BSPT available for VdS. 11/4"/ 32mm BSPT available for LPCB. • Brackets: • Style AB1 for suspended and hard -lid ceilings, allows installation before ceiling tiles in place • Style AB2 for suspended and hard -lid ceilings, allows for vertical sprinkler adjustment, and installation before ceiling tiles in place • Style AB3 for surface mount applications, wood, metal and block walls • Style AB4 for hard -lid ceilings with hat furr ing channel grid systems, allows for vertical sprinkler adjustment • Style AB5 for hard -lid ceilings, allows for vertical sprinkler adjustment • Style AB6 for cold storage applications, refer to submittal 10.90 • Style AB7 for suspended and hard -lid ceilings • Style AB7 Adjustable for suspended and hard -lid ceilings • Style AB8 for hard -lid ceilings with CD 60/27 profile metal studs (regionally available) • Style AB9 for hard -lid ceilings with hat furring channel grid systems • Style AB10 for Armstrong® TechZone ceilings Maximum Working Temperature • 225°F/107°C Maximum Working Pressure • 200 psi/1375 kPa (FM Approval) • 175 psi/1206 kPa (cULus Listed) • 1600 kPa/232 psi (VdS/LPCB Approved) ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Submitted By Date Spec Section Paragraph Approved Date victaulic.com 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights rese•ved. 1 • ✓ctaullic° Iv uuu Ni�..I IIIpplu \Il llul/ VIU 1 /LJ.`T 111111 I11 1 UI LJJI 1 IIIUIG LIIIGOU OR • To adapter nipple (inlet) via 3/4720 mm BSPT male thread(VdS only) • To sprinkler head (outlet) via 1/211 or 3/4715 mm or 20 mm Minimum Bend Radius • 77178 mm (FM Approval) • 3776.2 mm (cULus Listed) • 3776.2 mm (VdS/LPCB Approved) Maximum Allowable Sprinkler K -Factors • FM (l 715mm reducer) K5.6/8,1 (S.I.), (3/4720mm reducer) K14.0/20,2 (S.I.) • cULus (l 715mm reducer) K8.0/11,5 (S.I.), (3/4720mm reducer) K14.0/20,2 (S.I.) • VdS/LPCB (1/211/l5mm reducer) K5.6/8,1 (S.I.), (3/4"/20mm reducer) K8.0/11,5 (S.I.) 2.0 CERTIFICATION/LISTINGS COu s [VdS LPCB 3.0 SPECIFICATIONS — MATERIAL Series AH1 • Flexible Hose: 300 -series Stainless Steel • Collar/Weld Fitting: 300 -series Stainless Steel • Gasket Seal: Victaulic EPDM • Isolation Ring: Nylon • Nut and Nipple: Carbon Steel, Zinc Plated • Reducer (l or 3/4"): Carbon Steel, Zinc -Plated Brackets: Carbon Steel, Zinc -Plated 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 2 ✓ctaul.c° O A © p I11t11•11U111I1� ■I .IIAlI� Hose Length Dimensions B Hose Length inches mm A inches mm B inches mm 31/790 25.25/641 31/790 36/915 31.25/794 36/915 48/1220 42.25/1073 48/1220 60/1525 54.25/1378 60/1525 72/1830 66.25/1683 72/1830 Standard Reducer 11:111111111111111111111111111111111411 111111111111I111lI1 5.75/140 mm straight reducer Optional Reducers 9.0 /229 mm straight reducer C 13.0 /330 mm straight reducer Short 90° elbow reducer 2.62"/ Long 90° elbow reducer Item Description 1 Flexible Hose 2 Isolation Ring 3 Gasket 4 Nut 5 Branch Line Nipple 6 Braid 7 Collar/Weld Fitting NOTE • The Short 90° elbow reducer is typically used with concealed sprinklers while the longer 90 elbow is typically used in the installation of recessed pendent sprinklers. • FM/VdS Approved Only. • 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 3 jctaulie Jtyle Alit • Suspended Ceilings • Hard -Lid Ceilings (FM Only) Item Description 1 24"/610 mm or 48"/1220 mm Square Bar* 2 Patented Center Bracket 3 End Bracket 'Both sizes FM/VdS/LPCB approved, cULus listed Style AB2 • Suspended Ceilings • Hard -Lid Ceilings Item Description 1 24"/610 mm or 48"/1220 mm Square Bar* 2 Patented Vertically Adjustable Center Bracket 3 End Bracket 'Both sizes FM/VdS/LPCB approved, cULus listed Style AB3 • Surface Mount Applications • FM Approved 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 4 • ✓ctaulic' .Lyle no•+ • Hard -Lid Ceilings with Hat furring channel grid system Item Description 1 24"/610 mm or 48"/1220 mm Square Bar* 2 Patented Vertically Adjustable Center Bracket 3 End Bracket for Hat Furring Channel 'Both sizes FM/VdS approved, cULus listed Style AB5 • Hard -Lid Ceilings Item Description 1 24"/610 mm or 48"/1220 mm Square Bar* 2 Patented Vertically Adjustable Center Bracket 3 End Bracket 'Both sizes FM/VdS approved, cULus listed Style AB7 • Suspended Ceilings • Hard -Lid Ceilings Item Description 1 24''/610 mm or48"/1220mm Square Bar* 2 Patented 1-Bee2° Center Bracket 3 End Bracket 'Both sizes FM/VdS approved. Style AB7 Adjustable • Suspended Ceilings • Hard -Lid Ceilings Item Description 1 700 mm or 1400 mm Square Bar* 2 Patented 1-Bee2° Center Bracket 3 End Bracket (adjustable) 'Both sizes FM/VdS approved. • 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 5 • ✓ctaulic aryle Hese • Hard -Lid Ceilings Item Description 1 700 mm or 1400 mm Square Bar* 2 Patented Vertically Adjustable Center Bracket 3 *Both sizes FMNdS 'Both sizes FM/VdS approved. Style AB9 • Hard -Lid ceilings with Hat furring channel grid system Item Description 1 24"/610 mm or48"/1220mm Square Bar* 2 Patented 1-Bee2° Center Bracket 3 End Bracket for Hat Furring Channel 'Both sizes FM/VdS approved. Style AB10 • Suspended ceilings • Armstrong® TechZone'" Item Description 1 6"/152 mm Square Bar* 2 Patented 1-Bee2° Center Bracket 3 End Bracket 'FM/VdS approved, cULus listed. 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 6 • %t.1UIiC° Suspended Ceiling Grid with Recessed Sprinkler A See Chart Bracket assembly Style ABl 44'/ 113 mm 2W/60 mm may hole 2'Sl mm~ min. hole 7'/4 m Typical ceding grid See note 24'/610 mm or 48^/1219 mm 0 Center V2707 3A"/19mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 10.8 273 11.8 298.5 12.8 324 13.8 349 14.8 375 15.8 400 Suspended Ceiling Grid with Concealed Sprinkler See Chan Bracket Assembly Style ABl 21,451/68 3 mm ax. hole 2/m/603 mm .hole W/159 mm Typical ceiling rile 17'/43 On/ Typical ceiling gnd See note nished 247610 mm or 481/1219 mm ceiling fMe on Center V3802'"/12.7mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 10.1 269 11.1 281 12.1 307 13.1 333 14.1 358 15.1 383 Suspended Ceiling Grid with Recessed Sprinkler with Suspended Ceiling Grid with Concealed Sprinkler with 90° Elbow (Short) 90° Elbow (Long) V2707 3/a"/19mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 8.0 200 V3802 1/2"/12.7mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 5.8 147 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 7 jctaulic° Hard -lid Ceiling with Concealed Sprinkler xI'Scud 35'/ 39 mm e:hart See chart •I0 Screw Bracket assemby Stye AB2 2+,4'/68 mm max h k 2759 mm hale Hard -lid Ceiling with Recessed Sprinkler 167106 mm stud C/C Fmshed cerhng (ace V3802 1/2712.7mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 7.6 193 8.6 218 9.6 244 10.6 269 11.6 295 12.6 320 V27073%/l9mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 6.1 155 7.1 180 8.1 206 9.1 231 10.1 256 11.1 282 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. Hard -lid Ceiling Grid with Concealed Sprinkler with Hard -lid Ceiling with Recessed Sprinkler with 90° Elbow (Long) 90° Elbow (Short) V3802' /12.7mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 5.0 127 V2707 4719mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.6 91 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 8 ✓ctaulic° Horizontal Sidewall Sprinkler 2W/60 mm 2ho 151 mm~ mrthaie V2707 3/"/19mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 6.1 155 7.1 180 8.1 206 9.1 231 10.1 256 11.1 282 Horizontal Sidewall Sprinkler with 90° Elbow (Long) V2707 3/aY19mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.6 91 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 9 jctaulic° Hat Furring Channel Grid with Recessed Sprinkler ICiS ri1ll !ii;a 1�7t1 Ile)I /a.71:99yCaI 1st TYcaI e�nis�ed Typical16./mt6mm- CO.6le sl : illfw lace 2e/610 mm on Center W/23 mm Typcal ceiling gr. V2707 3A"/19mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 10.3 262 11.3 287 12.3 313 13.3 338 14.3 363.5 15.3 389 Hat Furring Channel Grid with Recessed Sprinkler with Hat Furring Channel Grid with Concealed Sprinkler with 90° Elbow (Long) V2707 3/a'Y19mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 8.0 200 90° Elbow (Short) V2707 3% /l9mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 5.9 149 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 10 ✓ctaulie Hard -lid Ceiling with Recessed Sprinkler 2'6./60 mm ac hale 27/51 mm� rho hole V2707 3/4'/19mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 6.1 155 7.1 180 8.1 206 9.1 231 10.1 256 11.1 282 Hard -lid Ceiling with Recessed Pendent with 90° Elbow (Long) SSryk/9535�A� See lh/l6mm p Cyan 16/406 mm Sud CK V3802 1/2713mm Max. Recess ft rnm max. hole 11m: /S9 mm—' hale Hose Clearance Chart Dimension inches mm A Min. 3.6 91 Hard -lid Ceiling with Concealed Sprinkler 2%'/68 mm ma, hole mmn5h in hole V3802 1713mm Max. Recess Hose Clearance Chart Dimension inches mm inches mm inches mm inches mm inches mm inches mm R Minimum Bend Radius 2 50 3 80 4 100 5 125 6 150 7 175 A Min. 7.6 193 8.6 218 9.6 244 10.6 269 11.6 295 12.6 320 Hard -lid Ceiling with Concealed Pendent with 90° Elbow (Short) 35'/ 89 rnm el6 sMce 6Eske assem* .h/16 mm Typ Drywall 16./406 mm St dC/C r' See6San 23.1 mm V2707 3/a°/19mm Max. Recess Hose Clearance Chart Dimension inches mm A Min. 3.3 84 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. AM rights reserved. victaulic.com 11 • ✓ctaulic' Surface Mount Application with Recessed Sprinkler c 33/4"/ 95.3 mm See Note 23/8"/60 mm max. hole 2"/51 mm min. hole Hose Clearances Wall Thickness „A„ 2 4 6 8 10 2 4 6 8 10 50 100 150 200 250 50 100 150 200 250 Outlet Length 5.75 9 13 5.75 9 13 9 13 13 13 5.75 9 13 5.75 9 13 9 13 13 13 "B" 146.1 228.6 330.2 146.1 228.6 330.2 228.6 330.2 3301 330.2 146.1 228.6 330.2 146.1 228.6 330.2 228.6 330.2 330.2 330.2 Hose 11.6 14.8 18.8 9.6 12.8 16.8 10.8 14.8 12.8 10.8 12.6 15.8 19.8 10.6 13.8 17.8 11.8 15.8 13.8 11.8 Clearance "C" 294 376 478 243 325 427 275 376 325 275 319 492 503 268 351 452 300 402 351 300 Bend Radius 7 8 "R" 175 200 NOTE • Variations of ceiling grids, sprinkler heads, brackets, and hoses are permitted but may result in clearance differences from the figures above. • See installation instructions for mounting screw type and size. • 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 12 ✓ctaulic° Length of Stainless Steel Flexible Hose inches/mm Outlet Size inches/mm/type Series AH1 Hose Equivalent Length of r/33.7 Sch. 40 Pipe (C=120) feet/meters Maximum Number of 90° Bends at 3'/51 mm Bend Radius 31/775 /715/Straight 52/15.8 3 34"/20/Straight 55/16.8 3 36/900 1715/Straight 63/19.2 4 3/4"/20/Straight 66/20.1 4 48/1200 '1"/15/Straight 78/23.8 4 3/4720/Straight 80/24.4 4 60/1500 'x"/15/Straight 88/26.8 4 3/4720/Straight 1/4/15/Straight 90/27.4 112/34.1 4 5 72/1800 344"/20/Straight 118/36.0 5 Series AH1 Braided Hose Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 3"/51 mm center line bend radius Length of Stainless Steel Flexible Hose inches/mm Outlet Size inches/mm 1 Bend feet/meters 2 Bends feet/meters 3 Bends feet/meters 4 Bends feet/meters 5 Bends feet/meters 31/775 ' /15 32/9.8 42/12.8 52/15.9 N.A N.A 3/4720 33/10.1 44/13.4 55/16.8 N.A N.A 36/900 1715 33/10.1 43/13.1 53/16.2 63/19.2 N.A 34720 36/11.0 46/14.0 56/17.1 66/20.1 N.A 48/1200 W/15 46/14.0 57/17A 68/20.7 78/23.8 N.A 3/4"/20 51/15.5 60/183 71/21.6 88/26.8 N.A 60/1500 W/15 56/17.1 67/20.4 77/23.5 88/26.8 N.A 3/4720 58/17.7 69/21.0 80/24.4 90/27.4 N.A 72/1800 '"/15 69/21.0 79/24.1 91/27.7 102/31.1 112/34.1 3/a"/20 73/22.6 84/25.6 95/29.0 106/32.3 118/36.0 NOTES: • Values for use with 5.75' straight reducers. How to use this Design Guide: • For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. • It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 13 jictaulic° inches/mm Imperial/S.I. inches/mm/type Series AH1 Hose Equivalent Length of 1.733.7mm Sch. 40 Pipe feet/meters Maximum r Number of 90° Bends at 7"/178mm Bend Radius 31/775 5.6/8.1 W/15/Straight 53.8/16.4 2 1/3"/15/90° Elbow 53.8/16.4 36/900 5.6/8.1 1/2715/Straight 63.7/19.4 2 1/2"/15/90° Elbow 63.1/19.2 48/1200 5.6/8.1 W/15/Straight 87.9/26.8 3 1 "/15/90' Elbow 85.8/26.1 60/1500 5.6/8.1 1/2"/15/Straight 112.2/34.1 4 1/,"/15/90° Elbow 108.4/33.0 7211800 5.6/8.1 1" /15/Straight 136.5/41.6 4 W/15/90' Elbow 131.1/39.9 31 /775 8.0/11.5 3/4"/20/Straight 44.4/13.5 2 3/4720/90° Elbow 47.6/14.5 36/900 8.0/11.5 3/4720/Straight 55.6/16.9 2 3/40/20/90' Elbow 57.5/17.5 48/1200 8.0/11.5 3/4720/Straight 82.8/25.2 3 3%"/20/90° Elbow 81.7/24.9 60/1500 8.0/11.5 3/4"/20/Straight 110.1/24.9 4 3/4"/20/90° Elbow 105.9/32.2 72/1800 8.0/11.5 3/4"/20/Straight 137.3/41.8 4 3/4"/20/90° Elbow 130.2/39.7 31/775 11.2/16.1 3/4720/Straight 45.5/13.8 2 3/4"/20/90' Elbow 47.1/14.3 36/900 11.2/16.1 3/4"/20/Straight 66.3/20.2 2 3A4"/20/90° Elbow 57.5/17.5 48/1200 11.2/16.1 W/20/Straight 82.7/25.2 3 W/20/90' Elbow 82.8/25.2 60/1500 11.2/16.1 3/4"/20/Straight 109.1 /33.2 4 3/4720/90° Elbow 108.1/32.9 72/1800 11.2/16.1 3/4"/20/Straight 135.5/41.3 4 3A"/20/90' Elbow 133.4/40.6 31/775 14.0/20.2 3/4720/Straight 44.3/13.5 2 3/4"/20/90° Elbow 46.4/14.1 36/900 14.0/20.2 3/4"/20/Straight 55.5/16.9 2 W/20/90° Elbow 56.7/17.3 48/1200 14.0/20.2 3/4"/20/Straight 83.0/25.3 3 3/4"/20/90° Elbow 82.1/25.0 60/1500 14.0/20.2 3/4"/20/Straight 110.4/33.6 4 3/4"/20/90' Elbow 107.5/32.7 72/1800 14.0/20.2 3/4720/Straight 137.9/42.0 4 3/4"/20/90° Elbow 132.8/40.4 FM NOTES: • Series AH1 has been tested and Approved by FM Global for use in wet, dry and preaction systems per NFPA 13, 13R, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 and Vds standards for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterisitics, vibration resistance, leakage, mechanical and hydrostatic strength. • Differences in equivalent lengths are due to varying test methods, per FM 1637 and VdS standards. Refer to these standards for additional information regarding friction loss test methods. • EXAMPLE: A 48 -inch hose installed with two 30° bends and two 90° bends at a 7 -inch bend radius is permitted and considered equivalent to the data in the table shown above. In this example, the total number of degrees is 240°, which is less than the allowable 270°. • 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 14 • ✓ctaulic" Length of Stainless Steel Flexible Hose mm/inches Outlet Size mm/inches/type Series AHl Hose Equivalent Length of steel pipe according to EN 10255 DN 20 (26,9 x 2,65) meters/feet Maximum Number of 90 Bends at 3"/76.2mm Bend Radius meters/feet 790/31 15mm/1/2"/Straight 12.7/41.8 3 790/31 20 mm/3/a"/Straight 4.0/12.9 16.4/53.8 915/36 15mm/Y�"/Straight 4.6/15.0 6.1/20.0 3 3 20 mm/3/4"/Straight 15mm/'h"/Straight 3 1220/48 20 mm/3/a"/Straig_ht 15mm/1/2"/Straight 24.0/78.8 1525/60 15mm/'/z"/Straight 7.6/25.0 4 20 mm/3/a"/Straight 1830/72 15mm/'h"/Straight 9.2/30.0 4 20 mm/3/4"/Straight VDS CEILING MANUFACTURERS LIST AB1, AB2, AB7, AB10 AB4/9 AB8 1. AMF 2. Armstrong 3. Chicago Metallic 4. Dipling 5. Durlum 6. Geipel 7. Gema -Armstrong 8. Hilti 9. Knauf 10. Lafarge 11. Linder 12. Odenwald 13. Richter 14. Rigips 15. Rockfon Pagos 16. Suckow & Fischer 17. USG Donn LPCB No specific approval 1. Hilti 2. Knauf 3. Lafarge 4. Lindner 5. Rigips Series AH1 Braided Hose Style AB1 Bracket Length of Stainless Steel Flexible Hose mm/inches Outlet Size mm/inches/type Series AH1 Hose Maximum Number of 90 Bends at 3"/76.2mm Bend Radius Equivalent Length of steel pipe according to EN 10255 DN (33,7 x 3,25) meters/feet 790/31 15mm/'h"/Straight 12.7/41.8 2 20 mm/3/4"/Straight 915/36 15mm»/2"/Straight 16.4/53.8 3 20 mm/3/4"/Straight 1220/48 15mm/'h"/Straight 19.6/64.3 3 20 mm/3/4"/Straight 1525/60 15mm/1/2"/Straight 24.0/78.8 3 20 mm/3/4"/Straight 15mm!'/3'/Straight 1830/72 1830/72 20 mm/3/4"/Straight 28.5/93.4 3 Length of Stainless Steel Flexible Hose mm/inches Outlet Size mm/inches/type Series AH1 Hose Maximum Number of 90 Bends at 3"/76.2mm Bend Radius Equivalent Length of steel pipe according to EN 10255 DN 25 (33,7 x 3,25) meters/feet 790/31 15mm/'h"/90 Elbow 13.6/44.6 2 20 mm/W/90 Elbow 915/36 15mm/'h"/90 Elbow 16.9/55.4 3 20 mm/3/k"/90 Elbow 1220/48 15mm/'"/90 Elbow 19.9/65.1 3 20 mm/3/4"/90 Elbow 1525/60 15mm/1//"/90 Elbow 24.5/80.2 3 20 mm/3/"/90 Elbow 1830/72 15mm/'h"/90 Elbow 27.8/91.1 3 20 mm/3/"/90 Elbow 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 15 • \Ctaulic` • It is the responsibility of the system designer to verify suitability of 300 -series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. • The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300 -series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. 7.0 REFERENCE MATERIALS — CHARACTERISTICS Flexible Hose In -Plane Bend Characteristics One Bend Two Bends Three Bends Alk 2X Minimum bend radius OR 2X Minimum bend radius ( Minimum bend radius Minimum bend radius -f�90° \ OR Minimum bend radius ( Minimum bend radius Minimum bend radius I Minimum bend radius Minimum bend radius NOTE • For out -of -plane (three-dimensional) bends, care must be taken to avoid imparting torque on the hose. User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any, patent or other intellectual property right of Victaulic or any of its subsidaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. • Note l his product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions, Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to I-VICFLEX-AB1-AB2-AB10, I-VICFLEX-AB4-AB9, I-VICFLEX-AB7, or I-VICFLEX-AB8 for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.95 8507 Rev D Updated 10/2016 © 2016 Victaulic Company. All rights reserved. victaulic.com 16 • ✓ctaulic' KMBY FIRE &SECURITY A division of Kirby Electric 4826 "B" St. NW Ste. 101 Telephone (253) 859-2000 Auburn, WA 98001 Fax (253) 859-2363 SUBMITTALS FOR Ashley Furniture 17601 Southcenter Parkway Tukwila, WA 98372 FIRE ALARM SYSTEM ADDITION ADDRESSABLE 5808 CONTROL PANEL SILENT KNIGHT POWER SUPPLY SILENT KNIGHT ADDRESSABLE SMOKE DETECTOR SILENT KNIGHT ADDRESSABLE PULL STATION SYSTEM SENSOR HORN/STORBES PLANS BATTERY CALCULATIONS VOLTAGE DROP CALCULATIONS June 23`d, 2010 DEREK MCCOY KIRBY ELECTRIC 4826 B ST. NW, STE. 101 AUBURN, WA 98001 253.859.2000 BATTERY CALCULATIONS iffRAT VOLTAGE DROP CALULATION FIRE &SECURITY DEVICE QTY. CKT. 1A CKT. 2A 5808 PANEL 1 5495 POWER SUP. 1 ANNUNCIATOR 1 AIM MODULE 3 PHOTO SMOKE 1 PULL STATION 2 15CD STROBE ONLY 4 4 0 15CD HORN STROBE 2 2 0 75CD HORN STROBE 6 5 1 110CD HORN STROBE 8 2 3 185CD STROBE ONLY 6 0 3 185CD HORN STROBE 7 0 2 CURRENT CURRENT TOTAL TOTAL CKT. 3A CKT. 4A STANDBY ALARM STANDBY ALARM 0.17 0.325 0.17 0.075 0.175 0.075 0.02 0.025 0.02 0.00055 0.00055 0.0017 0.00055 0.00055 0.0006 0.00055 0.00055 0.0011 0 0 0 0.066 0 0 0 0 0.068 0 0 0 0 0.156 0 1 2 0 0.201 0 0 3 0 0.286 0 5 0 0 0.295 0 SUM COLUMN FOR: 1.582 2.207 1.676 1.26 VOLTAGE DROP: OHMS: VOLTS 0 EOL. CKT. 1A WIRE LENGTH 225 1.134 22.206 CKT. 2A WIRE LENGTH 243 1.2247 21.297 CKT. 3A WIRE LENGTH 345 1.7388 21.086 CKT. 4A WIRE LENGTH 400 2.016 21.46 0.325 0.175 0.025 0.002 6E-04 0.001 0.264 0.136 0.936 1.608 1.716 2.065 0.2683 7.253 %VOLTAGE DROP 7.475 BATTERY LOAD REQ. TOTAL 11.26 STANDBY 0.2683 24 6.4392 12.14 ALARM 7.2533 0.083 0.6042 10.58 AMP DRAW AMP REQUIRED 6.4392 7.72704 PANEL BATTERY SIZE: 12 VOLT 18 AMP BATTERY CALCULATIONS fit RA NY VOLTAGE DROP CALULATION FIRE & SECUR/TY DEVICE 5495 POWER SUP. 185CD HORN STROBE SUM COLUMN FOR: VOLTAGE DROP: CKT. 1A WIRE LENGTH CKT. 2A WIRE LENGTH CKT. 3A WIRE LENGTH CKT. 4A WIRE LENGTH CURRENT CURRENT TOTAL TOTAL QTY. CKT. 1A CKT. 2A CKT. 3A CKT. 4A STANDBY ALARM STANDBY ALARM 1 0.075 0.175 0.075 0.175 24 4 6 7 7 0 0.295 0 7.08 1.18 1.77 2.065 2.065 0.075 7.255 OHMS: VOLTS P EOL. %VOLTAGE DROP 465 2.3436 21.235 11.52 BATTERY LOAD REQ. TOTAL 435 2.1924 20.119 16.17 STANDBY 0.075 24 1.8 412 2.0765 19.712 17.87 ALARM 7.255 0.083 0.604342 392 1.9757 19.92 17 AMP DRAW AMP REQUIRED 1.8 2.16 POWER SUPPLY #2 BATTERY SIZE: 12 VOLT 7 AMP JURBY FIRE & SECUR/TY DEVICE QTY. CKT. 1A CKT. 2A 5495 POWER SUP. 1 185CD HORN STROBE 24 5 5 SUM COLUMN FOR: 1.475 1.475 VOLTAGE DROP: CKT. 1A WIRE LENGTH CKT. 2A WIRE LENGTH CKT. 3A WIRE LENGTH CKT. 4A WIRE LENGTH BATTERY CALCULATIONS & VOLTAGE DROP CALULATION CURRENT CURRENT TOTAL TOTAL CKT. 3A CKT. 4A STANDBY ALARM STANDBY ALARM 0.075 0.175 0.075 0.175 0 0 0 0.295 0 7.08 0 0 0.075 7.255 OHMS: VOLTS @ EOL. %VOLTAGE DROP 365 1.8396 21.287 11.31 BATTERY LOAD REQ. TOTAL 380 1.9152 21.175 11.77 STANDBY 0.075 24 1.8 0 0 24 0 ALARM 7.255 0.083 0.604342 0 0 24 0 AMP DRAW AMP REQUIRED 1.8 2.16 POWER SUPPLY #3 BATTERY SIZE: 12 VOLT 7 AMP C C BATTERY CALCULATIONS NZ R I? ir VOLTAGE DROP CALULATION FIRE &SECURITY DEVICE 5808 PANEL 5495 POWER SUP. ANNUNCIATOR AIM MODULE PHOTO SMOKE PULL STATION 15CD STROBE ONLY 15CD HORN STROBE 75CD HORN STROBE 110CD HORN STROBE 185CD STROBE ONLY 185CD HORN STROBE SUM COLUMN FOR: VOLTAGE DROP: CKT. 1A WIRE LENGTH CKT. 2A WIRE LENGTH CKT. 3A WIRE LENGTH CKT. 4A WIRE LENGTH CURRENT CURRENT TOTAL TOTAL QTY. CKT. 1A CKT. 2A CKT. 3A CKT. 4A STANDBY ALARM STANDBY ALARM 1 0.17 0.325 0.17 0.325 1 0.075 0.175 0.075 0.175 1 0.02 0.025 0.02 0.025 3 0.00055 0.00055 0.0017 0.002 1 0.00055 0.00055 0.0006 6E-04 2 0.00055 0.00055 0.0011 0.001 4 4 0 0 0 0 0.066 0 0.264 2 2 0 0 0 0 0.068 0 0.136 6 5 1 0 0 0 0.156 0 0.936 8 2 3 1 2 0 0.201 0 1.608 6 0 3 0 3 0 0.286 0 1.716 7 0 2 5 0 0 0.295 0 2.065 1.582 2.207 1.676 1.26 0.2683 7.253 OHMS: VOLTS CD EOL. %VOLTAGE DROP 225 1.134 22.206 7.475 BATTERY LOAD REQ. TOTAL 243 1.2247 21.297 11.26 STANDBY 0.2683 24 6.4392 345 1.7388 21.086 12.14 ALARM 7.2533 0.083 0.6042 400 2.016 21.46 10.58 AMP DRAW AMP REQUIRED 6.4392 7.72704 PANEL BATTERY SIZE: 12 VOLT 18 AMP BATTERY CALCULATIONS C MARY VOLTAGE DROP CALULATION FIRE &SECURITY DEVICE 5495 POWER SUP. 75CD HORN STROBE 110CD STROBE ONLY 110CD HORN STROBE 185CD STROBE ONLY 185CD HORN STROBE SUM COLUMN FOR: VOLTAGE DROP: CKT. 1A WIRE LENGTH CKT. 2A WIRE LENGTH CKT. 3A WIRE LENGTH CKT. 4A WIRE LENGTH POWER SUPPLY CURRENT CURRENT TOTAL TOTAL QTY. CKT. 1A CKT. 2A CKT. 3A CKT. 4A STANDBY ALARM STANDBY ALARM 1 0.075 0.175 0.075 0.175 1 0 1 0 0 0 0.156 0 0.156 2 2 0 0 0 0 0.202 0 0.404 1 1 0 0 0 0 0.201 0 0.201 5 2 3 0 0 0 0.286 0 1.43 4 1 3 0 0 0 0.295 0 1.18 1.472 1.899 0 0 0.075 3.546 OHMS: VOLTS Cal EOL. %VOLTAGE DROP 405 2.0412 20.995 12.52 BATTERY LOAD REQ. TOTAL 465 2.3436 19.55 18.54 STANDBY 0.075 24 1.8 0 0 24 0 ALARM 3.546 0.083 0.295382 0 0 24 0 AMP DRAW AMP REQUIRED 1.8 2.16 BATTERY SIZE: 12 VOLT 7 AMP GITFire Sprinklers Save lives! FIRE PROTECTION, INC. r Hydraulic Calculations For Ashley Furniture Renovation HANFORD, WA OFFICE TEL (509) 373.8898 FAX (509) 373.8919 Tukwila, WA March, 2010 Patriot Job #12-12799 VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 PATRIFP099CF 2707 70TH Avenue East Tacoma, WA 98424 TEL: (253) 9282290 FAX: (253) 922.6150 SPOKANE, WA OFFICE TEL (509)926.3428 FAX (509) 926.3708 • • PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR ASHELY FURNITURE RENOVATION SALES AREA REMOTE AREA 1 17601 SOUTHCENTER PKWY STE 100 TUKWILA, WA 98188 FILE NUMBER: 12-12799 DATE: MAR 23, 2010 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GR -2 DENSITY: .20 AREA OF APPLICATION: 1500 COVERAGE PER SPRINKLER: VARIES NUMBER OF SPRINKLERS CALCULATED: 10 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 662.7 gpm TOTAL WATER REQUIRED (including hose): 912.7 gpm FLOW AND PRESSURE BASE OF RISER Node(BR):662.7 gpm @ 74.4 psi SPRINKLER ORIFICE SIZE: K=14.0 NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: MATT GREENE AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/23/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RAI.SDF JOB TITLE: REMOTE AREA 1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 150.0 20.0 5876.0 145.9 912.7 82.1 Required pressure is 63.7 psi (44%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 912.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 662.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -4.0 SOURCE 82.1 662.7 BF1 -4.0 - - - - 77.9 BF2 -4.0 81.9 UG -4.0 76.5 BR 0.5 74.4 1 16.4 29.8 2 16.4 32.6 3 16.4 33.4 4 16.4 38.9 5 16.4 - - - - 39.5 6 16.1 45.9 7 12.0 52.2 8 16.1 21.9 9 16.1 - - - - 30.7 10 16.1 31.9 11 16.1 37.1 12 16.1 41.2 13 16.1 - - - 46.3 14 12.0 - - - - 52.3 15 14.6 - - - 30.9 - - - 16 14.6 - - - - 33.9 17 14.6 - - 34.6 18 14.6 - - - - 41.2 - - - 19 14.6 - - - - 41.5 - - 20 14.6 - - - - 47.3 - - 21 12.0 - - - - 52.7 - - - 22 15.2 - - - - 46.7 - - - 23 15.2 - - 49.8 - - 24 12.0 - - - - 53.5 - - 25 12.0 - - - - 57.9 - - - 26 12.0 - - - - 64.8 - - 27 10.3 - - - - 69.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/23/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RAI.SDF 411 JOB TITLE: REMOTE AREA 1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 28 10.3 - - - - 69.9 S1 14.5 K=14.00 17.5 58.5 S2 14.5 K=14.00 22.0 65.7 S3 14.5 K=14.00 26.1 71.6 S4 14.5 K=14.00 13.3 51.1 S5 14.5 K=14.00 20.8 63.8 S6 14.5 K=14.00 26.9 72.6 S7 13.2 K=14.00 17.9 59.2 S8 13.2 K=14.00 22.9 67.0 S9 13.2 K=14.00 28.0 74.1 S10 13.2 KK14.00 31.9 79.0 • • -.SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/23/2010 T:\HISS\MATT G\12-12799 ASHLEY FURN\RAI.SDF JOB TITLE: REMOTE AREA 1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -58.5 1.049 PL 4.83 PF 13.1 S1 14.5 14.0 17.5 58.5 21.7 120 FTG 2ET PE -0.8 1 16.4 0.0 29.8 0.0 0.949 TL 13.83 PV Pipe: 2 -58.5 1.380 PL 11.50 PF 2.9 1 16.4 0.0 29.8 0.0 12.6 120 FTG ---- PE 0.0 2 16.4 0.0 32.6 0.0 0.250 TL 11.50 PV Pipe: 3 -58.5 .1.610 PL 6.00 PF 0.7 2 16.4 0.0 32.6 0.0 9.2 120 FTG ---- PE 0.0 3 16.4 0.0 33.4 0.0 0.118 TL 6.00 PV Pipe: 4 -65.7 1.049 PL 3.33 PF 12.1 S2 14.5 14.0 22.0 65.7 24.4 120 FTG ET PE -0.8 3 16.4 0.0 33.4 0.0 1.176 TL 10.33 PV Pipe: 5 -124.3 1.610 PL 11.75 PF 5.6 3 16.4 0.0 33.4 0.0 19.6 120 FTG ---- PE 0.0 4 16.4 0.0 38.9 0.0 0.474 TL 11.75 PV Pipe: 6 -124.3 2.067 PL 4.25 PF 0.6 4 16.4 0.0 38.9 0.0 11.9 120 FTG ---- PE 0.0 5 16.4 0.0 39.5 0.0 0.140 TL 4.25 PV Pipe: 7 -71.6 1.049 PL 3.33 PF 14.2 S3 14.5 14.0 26.1 71.6 26.6 120 FTG ET PE -0.8 5 16.4 0.0 39.5 0.0 1.376 TL 10.33 PV Pipe: 8 -195.8 2.067 PL 9.00 PF 6.2 5 16.4 0.0 39.5 0.0 18.7 120 FTG T PE 0.1 6 16.1 0.0 45.9 0.0 0.326 TL 19.00 PV Pipe: 9 -195.8 2.067 PL 4.08 PF 4.6 6 16.1 0.0 45.9 0.0 18.7 120 FTG T PE 1.8 7 12.0 0.0 52.2 0.0 0.326 TL 14.08 PV Pipe: 10 -51.1 1.049 PL 6.58 PF 9.3 S4 14.5 14.0 13.3 51.1 19.0 120 FTG 3E PE -0.7 8 16.1 0.0 21.9 0.0 0.737 TL 12.58 PV Pipe: 11 -51.1 1.049 PL 12.00 PF 8.8 8 16.1 0.0 21.9 0.0 19.0 120 FTG ---- PE 0.0 9 16.1 0.0 30.7 0.0 0.737 TL 12.00 PV Pipe: 12 -51.1 1.380 PL 6.00 PF 1.2 9 16.1 0.0 30.7 0.0 11.0 120 FTG ---- PE 0.0 10 16.1 0.0 31.9 0.0 0.194 TL 6.00 PV • • • DATE: 3/23/2010 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 T:\HASS\MATT G\12-12799 ASHLEY FURN\RAI.SDF JOB TITLE: REMOTE AREA 1 PIPE TAG END ' ELEV. NODES (FT) Pipe: 13 S5 14.5 10 16.1 NOZ. (K) Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) FL/FT PRESS. SUM. (PSI) . -63.8 1.049 PL 3.58 PF 11.8 14.0 20.8 63.8 23.7 120 FTG ET PE -0.7 0.0 31.9 0.0 1.114 TL 10.58 PV Pipe: 14 10 16.1 0.0 31.9 11 16.1 0.0 37.1 Pipe: 15 11 16.1 0.0 12 16.1 0.0 Pipe: 16 S6 14.5 14.0 12 16.1 0.0 -114.9 1.380 PL 6.00 PF 5.2 0.0 24.6 120 FTG ---- PE 0.0 0.0 0.869 TL 6.00 PV -114.9 1.610 PL 10.00 PF 4.1 37.1 0.0 18.1 120 FTG ---- PE 0.0 41.2 0.0 0.410 TL 10.00 PV -72.6 1.049 PL 3.58 PF 15.0 26.9 72.6 27.0 120 FTG ET PE -0.7 41.2 0.0 1.415 TL 10.58 PV Pipe: 17 12 16.1 0.0 41.2 13 16.1 0.0 46.3 Pipe: 18 13 16.1 0.0 14 12.0 0.0 -187.5 2.067 PL 7.00 PF 5.1 0.0 17.9 120 FTG T PE 0.0 0.0 0.301 TL 17.00 PV -187.5 2.067 PL 4.08 PF 4.2 46.3 0.0 17.9 120 FTG T PE 1.8 52.3 0.0 0.301 TL 14.08 PV Pipe: 19 S7 13.2- 14.0 17.9 15 14.6 0.0 30.9 Pipe: 20 15 14.6 16 14.6 Pipe: 21 16 14.6 17 14.6 -59.2 59.2 22.0 0.0 1.049 PL 120 FTG 0.968 TL -59.2 1.380 PL 0.0 30.9 0.0 12.7 120 FTG 0.0 33.9 0.0 0.255 TL -59.2 1.610 PL 0.0 33.9 0.0 9.3 120 FTG 0.0 34.6 0.0 0.120 TL Pipe: 22 S8 13.2 14.0 17 14.6 0.0 Pipe: 23 17 14.6 18 14.6 Pipe: 24 18 14.6 19 5.08 2ET 14.08 11.50 11.50 PF 13.6 PE -0.6 PV PF 2.9 PE 0.0 PV 6.00 PF 0.7 ---- PE 0.0 6.00 PV -67.0 1.049 PL 3.08 PF 12.3 22.9 67.0 24.9 120 FTG ET PE -0.6 34.6 0.0 1.217 TL 10.08 PV 0.0 34.6 0.0 41.2 0.0 41.2 0.0 41.5 Pipe: 25 S9 13.2 14.0 19 14.6 0.0 -126.2 1.610 PL 0.0 19.9 120 FTG 0.0 0.488 TL -126.2 2.067 PL 0.0 12.1 120 FTG 0.0 0.144 TL -74.1 1.049 PL 28.0 74.1 27.5 120 FTG 41.5 0.0 1.468 TL 13.50 13.50 PF 6.6 PE 0.0 PV 2.50 PF 0.4 PE 0.0 2.50 PV 2.58 ET 9.58 PF 14.1 PE -0.6 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/23/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA1.S.DF JOB TITLE: REMOTE AREA 1 PIPE 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: 28 .--200.3 2.067 PL 7.00 PF 5.8 19 14.6 0.0 ' 41.5 0.0 19.1 120 FTG T PE 0.0 20 14.6 0.0 47.3 0.0 0.340 TL 17.00 PV Pipe: 29 -200.3 2.067 PL 2.58 ,_ PF: 4.3 20 14.6 0.0 _ 47.3 0.0 19.1 120 FTG T PE 1.1 21 12.0 0.0 52.7 0.0 0.340 TL 12.58 PV Pipe: 30 -79.0 1.049 PL 2.50 PF 15.7 S10 13.2 14.0 31.9 79.0 29.3 120 FTG. ET PE -0.9 22 15.2.' 0.0 46.7 0.0 1.653 TL 9.50 PV Pipe: 31 -79.0 1.610 PL 7.00 PF 3.1 22 15.2 0.0 46.7 0.0 12.5 120 FTG T. PE 0.0 23 15.2 0.0 49.8 0.0 0.2.05 TL 15.00 PV Pipe: 32 -79.0 1.610 PL 3.25 PF 2.3 23 15.2 0.0 49.8 0.0 12..5 120 FTG T. PE 1.4 24 12.0 0.0 53.5 0.0 0.205 TL 11.25 PV Pipe: 33 -195.8 4.260 PL 11.00, PF 0.1 7 12.0 0.0 52.2 0.0 4.4' 120 FTG ---- PE 0.0 14 12.0. 0.0 52.3 0.0 0.010 TL 11.00 PV Pipe: 34 -383.4 4.260 PL 11.00 PF 14 12.0 0.0 52.3 0.0. 8.6 120 FTG ---- PE 0.0 21 12.0 0.0 52:7 0.0 0.033 TL 11.00 PV Pipe: 135 -583.7 4.260 PL 11.17 PF G.8 21 12.0 0.0 ' 52.7 0.0 13.1 120 FTG ---- PE 0.0 24 12.0 0.0 53.5 0.0 0.073 TL 11.17 PV Pipe: 36 -662.7 4.260 PL 48.17 PF 4.4 24 12.0 0.0 53.5 0.0 14.9 120 FTG --- PE 0.0 25 ;.12.0 0.0 57.9 0.0 0.092 TL 48.17 PV Pipe: 36A -662.7 4.260 PL 61.67 PF 6.9 25 12.0 0.0 57.9 0.0 14.9 120 FTG E PE 0.0 26 12.0 0.0 64.8 0.0 0.092 TL 74.67, PV Pipe: 37 -662.7 4.260 PL 7.67 PF 4.3 26 12.0 0.0 64.8 0.0 14.9 120 FTG ET PE 0.7 27 10.3 0.0 69.8 0.0 0.092 TL 46.67 PV. Pipe: 37A . -662.7 8.249 PL 4.60 PF 0.2 27 10-.3 0.0 69.8 0.0. 4.0 120 FTG T PE 0.0 28 10.3 0.0 69.9 0.0 0.004 TL 45.60' PV Pipe: 38 -662.7 8.249 PL 9.83 PF 0.2 28 10.3 0.0 69.9 0.0 4.0 120 FTG . LGA PE 4.3 BR 0.5 0.0 74.4 0.0 0.004 TL 66.83 PV 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/23/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA1.SDF • JOB TITLE: REMOTE AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C). (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -662.7 8.390 PL 4.50 PF 0.1 BR "0.5 0.0 74.4 0.0 3.8 140 FTG E PE 1.9 UG -4.0 0.0 76.5 0.0 0.003 TL 35.50 PV Pipe: 40 -662.7 8.390 PL 486.00 PF 1.4 UG -4.0 0.0 76.5 0.0 3.8 140 FTG 2EL PE 0.0 BF1 -4.0 0.0 77.9 0.0 0.003 TL 570.00 PV Pipe: 41 FIXED PRESSURE LOSS. DEVICE BF2 -4.0 0.0 81.9 0.0 4.0 psi, 662.7 gpm BF1 -4.0 0.0 77.9 0.0 Pipe: 42 -662.7 8.390 PL 13.00 PF 0.2 BF2 -4.0 0.0 81.9 0.0 3.8 140 FTG TG PE 0.0 SRC -4.0 SRCE 82.1 (N/A) 0.003 TL 79.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.139 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 29.3 ft/sec at pipe 30. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F Forty5 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.00 1.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.00 1.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.00 2.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 2.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/23/2010 T:\HASS\MATT G\12-12799 ASHLEY FURNNAA1.SSF JOB TITLE: REMOTE AREA 1 PAGE: 8 " MATERIAL: THNWL , HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LhgEI1 ChkV1v BfyV1v GatV1v AlmChk DPV1v, NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 ,'37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in :Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyV1v GatV1v NPTee 8.390- 31.00 59.00. 22.00 76.00 20.00 7.00 59.00 • • • • • DATE: 3/23/2010 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 T:\HASS\MATT G\1212799 ASHLEY FURN\RAI.SDF JOB TITLE: REMOTE AREA 1 WATER SUPPLY ANALYSIS 0 0 7%aj 0 Static: 150.00 psi Resid: 0 0 0 0 0 Thcr 0 0 CO O O, N a v. C7 O 0 O O O N 0 0 0 0 O 0 0 O l0 V. N 0 CO '-I 'i CDQDCD[4 aawcncnr4 43 --La.m•.1 O O O 0 t0 O O O O N 0 O N ,-I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/23/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA1.S,DF JOB TITLE: REMOTE AREA 1 ' WATER SUPPLY CURVE 156+ * \0 143+\ \ \ I \ 130+ \ I \ I \ I \ 117+ I \ I \ I \ P104+ R I E I S I S 91+ U 1 R I \ E IX \ 78+ \ ( i \ P 1 \ S 1 \ I 65+ \ I \ I \ I \ 52+ \ I \ I \ I \ 39+ 26+ LEGEND " \ I n \ 1 X = Required Water Supply " * <-20.0 psi @ 5876 gpm I 82.14 psi @ 912.7 gpm " Flow Test Point 13+ 1 0 = Available Water Supply " 1 145.85 psi @ 912.7 gpm " I 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) • • PATRIOT FIRE PROTECTION 2707 ?0th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR ASHELY FURNITURE RENOVATION ENTRY REMOTE AREA 2 17601 SOUTHCENTER PKWY STE 100 TUKWILA, WA 98188 FILE NUMBER: 12-12799 DATE: APR 29, 2010 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GR -2 DENSITY: .20 AREA OF APPLICATION: 1500 COVERAGE PER SPRINKLER: 130 SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 15 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 463.5 gpm TOTAL WATER REQUIRED (including hose): 713.5 gpm FLOW AND PRESSURE BASE OF RISER Node(BR):463.5 gpm ® 75.2 psi SPRINKLER ORIFICE SIZE: K=5.6 NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: MATT GREENE AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA2.SDF JOB TITLE: REMOTE AREA 2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 150.0 20.0 5876.0 147.4 713.5 82.1 Required pressure is 65.3 psi (44%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 713.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 463.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -4.0 SOURCE 82.1 463.5 BF1 -4.0 - - - - 78.0 - - - BF2 -4.0 82.0 UG -4.0 77.2 BR 0.5 75.2 1 22.2 24.2 2 22.2 26.4 3 22.2 27.9 4 22.2 32.6 5 22.2 35.8 6 22.2 42.1 7 23.6 23.5 8 23.6 25.6 9 23.6 27.0 10 23.6 31.5 11 23.6 34.5 12 23.6 40.5 13 23.6 47.7 14 23.6 48.1 15 23.6 49.9 16 13.5 60.4 17 13.5 60.5 18 13.5 60.9 19 13.5 62.3 25 12.0 64.3 26 12.0 67.8 27 10.3 70.8 28 10.3 - - - - 70.8 - - - S1 20.5 K= 5.60 22.3 26.5 S2 20.5 K= 5.60 24.3 27.6 S3 20.5 K= 5.60 25.6 28.4 S4 20.5 K= 5.60 29.9 30.6 S5 20.5 K= 5.60 32.7 32.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA2.SDF JOB TITLE: REMOTE AREA 2 NODE ANALYSIS. DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S6 20.5 K= 5.60 38.4 34.7 S7 20.5 K= 5.60 21.6 26.0 S8 20.5 K= 5.60 22.8 26.8 S9 20.5 K= 5.60 24.0 27.5 S10 20.5 K= 5.60 27.9 29.6 S11 20.5 K= 5.60 30.5 30.9 S12 20.5 K= 5.60 35.6 33.4 S13 20.5 K= 5.60 41.9 36.2 S14 20.5 K= 5.60 42.2 36.4 S15 20.5 K= 5.60 43.7 37.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA2.SDF JOB TITLE: REMOTE AREA 2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -26.5 1.049 PL 2.25 PF 2.7 S1 20.5 5.6 22.3 26.5 9.8 120 FTG 2T PE -0.8 1 22.2 0.0 24.2 0.0 0.218 TL 12.25 PV Pipe: 2 -26.5 1.049 PL 10.00 PF 2.2 1 22.2 0.0 24.2 0.0 9.8 120 FTG ---- PE 0.0 2 22.2 0.0 26.4 0.0 0.218 TL 10.00 PV Pipe: 3 -27.6 1.049 PL 2.25 PF 2.9 S2 20.5 5.6 24.3 27.6 10.2 120 FTG 2T PE -0.8 2 22.2 0.0 26.4 0.0 0.236 TL 12.25 PV Pipe: 4 -54.1 1.380 PL 6.92 PF 1.5 2 22.2 0.0 26.4 0.0 11.6 120 FTG ---- PE 0.0 3 22.2 0.0 27.9 0.0 0.215 TL 6.92 PV Pipe: 5 -28.4 1.049 PL 2.25 PF 3.0 S3 20.5 5.6 25.6 28.4 10.5 120 FTG 2T PE -0.8 3 22.2 0.0 27.9 0.0 0.248 TL 12.25 PV Pipe: 6 -82.4 1.380 PL 10.00 PF 4.7 3 22.2 0.0 27.9 0.0 17.7 120 FTG ---- PE 0.0 4 22.2 0.0 32.6 0.0 0.470 TL 10.00 PV Pipe: 7 -30.6 1.049 PL 2.25 PF 3.5 S4 20.5 5.6 29.9 30.6 11.4 120 FTG 2T PE 0.8 4 22.2 0.0 32.6 0.0 0.286 TL 12.25 PV Pipe: 8 -113.0 1.610 PL 8.00 PF 3.2 4 22.2 0.0 32.6 0.0 17.8 120 FTG ---- PE 0.0 5 22.2 0.0 35.8 0.0 0.398 TL 8.00 PV Pipe: 9 -32.0 1.049 PL 2.25 PF 3.8 S5 20.5 5.6 32.7 32.0 11.9 120 FTG 2T PE -0.8 5 22.2 0.0 35.8 0.0 0.311 TL 12.25 PV Pipe: 10 -145.1 1.610 PL 10.00 PF 6.3 5 22.2 0.0 35.8 0.0 22.9 120 FTG ---- PE 0.0 6 22.2 0.0 42.1 0.0 0.631 TL 10.00 PV Pipe: 11 -34.7 1.049 PL 2.25 PF 4.4 S6 20.5 5.6 38.4 34.7 12.9 120 FTG 2T PE -0.8 6 22.2 0.0 42.1 0.0 0.361 TL 12.25 PV Pipe: 12 -179.8 2.067 PL 22.12 PF 14.5 6 22.2 0.0 42.1 0.0 17.2 120 FTG 4ET PE 3.8 16 13.5 0.0 60.4 0.0 0.278 TL 52.12 PV Pipe: 13 -26.0 1.049 PL 4.58 PF 3.3 S7 20.5 5.6 21.6 26.0 9.7 120 FTG 3ET PE -1.4 7 23.6 0.0 23.5 0.0 0.211 TL 15.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA2.SDF JOB TITLE: REMOTE AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -26.0 1.049 PL 10.00 PF 2.1 7 23.6 0.0 23.5 0.0 9.7 120 FTG ---- PE 0.0 8 23.6 0.0 25.6 0.0 0.211 TL 10.00 PV Pipe: 15 -26.8 1.049 PL 4.58 PF 4.1 S8 20.5 5.6 22.8 26.8 9.9 120 FTG 2E2T PE -1.4 8 23.6 0.0 25.6 0.0 0.223 TL 18.58 PV Pipe: 16 -52.8 1.380 PL 6.92 PF 1.4 8 23.6 0.0 25.6 0.0 11.3 120 FTG ---- PE 0.0 9 23.6 0.0 27.0 0.0 0.206 TL 6.92 PV Pipe: 17 -27.5 1.049 PL 4.58 PF 4.3 S9 20.5 5.6 24.0 27.5 10.2 120 FTG 2E2T PE -1.4 9 23.6 0.0 27.0 0.0 0.234 TL 18.58 PV Pipe: 18 -80.2 1.380 PL 10.00 PF 4.5 9 23.6 0.0 27.0 0.0 17.2 120 FTG ---- PE 0.0 10 23.6 0.0 31.5 0.0 0.447 TL 10.00 PV Pipe: 19 -29.6 1.049 PL 4.58 PF 5.0 S10 20.5 5.6 27.9 29.6 11.0 120 FTG 2E2T PE -1.4 10 23.6 0.0 31.5 0.0 0.268 TL 18.58 PV Pipe: 20 -109.8 1.610 PL 8.00 PF 3.0 10 23.6 0.0 31.5 0.0 17.3 120 FTG ---- PE 0.0 11 23.6 0.0 34.5 0.0 0.377 TL 8.00 PV Pipe: 21 -30.9 1.049 PL 4.58 PF 5.4 Sil 20.5 5.6 30.5 30.9 11.5 120 FTG 2E2T PE -1.4 11 23.6 0.0 34.5 0.0 0.291 TL 18.58 PV Pipe: 22 -140.7 1.610 PL 10.00 PF 6.0 11 23.6 0.0 34.5 0.0 22.2 120 FTG ---- PE 0.0 12 23.6 0.0 40.5 0.0 0.597 TL 10.00 PV Pipe: 23 -33.4 1.049 PL 4.58 PF 6.2 S12 20.5 5.6 35.6 33.4 12.4 120 FTG 2E2T PE -1.4 12 23.6 0.0 40.5 0.0 0.336 TL 18.58 PV Pipe: 24 -174.1 2.067 PL 24.54 PF 15.6 12 23.6 0.0 40.5 0.0 16.6 120 FTG 5ET PE 4.4 17 13.5 0.0 60.5 0.0 0.262 TL 59.54 PV Pipe: 25 -36.2 1.049 PL 4.58 PF 7.3 S13 20.5 5.6 41.9 36.2 13.5 120 FTG 2E2T PE -1.4 13 23.6 0.0 47.7 0.0 0.391 TL 18.58 PV Pipe: 28 -36.2 1.610 PL 8.00 PF 0.4 13 23.6 0.0 47.7 0.0 5.7 120 FTG ---- PE 0.0 14 23.6 0.0 48.1 0.0 0.048 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA2.SDF JOB TITLE: REMOTE AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 29 -36.4 1.049 PL 4.58 PF 7.3 S14 20.5 5.6 42.2 36.4 13.5 120 FTG 2E2T PE -1.4 14 23.6 0.0 48.1 0.0 0.393 TL 18.58 PV Pipe: 30 -72.6 1.610 PL 10.00 PF 1.8 14 23.6 0.0 48.1 0.0 11.4 120 FTG ---- PE 0.0 15 23.6 0.0 49.9 0.0 0.175 TL 10.00 PV Pipe: 31 -37.0 1.049 PL 4.58 PF 7.6 S15 20.5 5.6 43.7 37.0 13.7 120 FTG 2E2T PE -1.4 15 23.6 0.0 49.9 0.0 0.407 TL 18.58 PV Pipe: 32 -109.6 2.067 PL 24.54 PF 6.6 15 23.6 0.0 49.9 0.0 10.5 120 FTG 5ET PE 4.4 18 13.5 0.0 60.9 0.0 0.111 TL 59.54 PV Pipe: 33 -179.8 4.260 PL 10.00 PF 0.1 16 13.5 0.0 60.4 0.0 4.0 120 FTG ---- PE 0.0 17 13.5 0.0 60.5 0.0 0.008 TL 10.00 PV Pipe: 34 -353.9 4.260 PL 15.83 PF 0.5 17 13.5 0.0 60.5 0.0 8.0 120 FTG ---- PE 0.0 18 13.5 0.0 60.9 0.0 0.029 TL 15.83 PV Pipe: 35 -463.5 4.260 PL 17.08 PF 1.4 18 13.5 0.0 60.9 0.0 10.4 120 FTG E PE 0.0 19 13.5 0.0 62.3 0.0 0.047 TL 30.08 PV Pipe: 36 -463.5 4.260 PL 1.50 PF 1.3 19 13.5 0.0 62.3 0.0 10.4 120 FTG T PE 0.6 25 12.0 0.0 64.3 0.0 0.047 TL 27.50 PV Pipe: 37 -463.5 4.260 PL 61.67 PF 3.5 25 12.0 0.0 64.3 0.0 10.4 120 FTG E PE 0.0 26 12.0 0.0 67.8 0.0 0.047 TL 74.67 PV Pipe: 38 -463.5 4.260 PL 7.67 PF 2.2 26 12.0 0.0 67.8 0.0 10.4 120 FTG ET PE 0.7 27 10.3 0.0 70.8 0.0 0.047 TL 46.67 PV Pipe: 39 -463.5 8.249 PL 4.60 PF 0.1 27 10.3 0.0 70.8 0.0 2.8 120 FTG T PE 0.0 28 10.3 0.0 70.8 0.0 0.002 TL 45.60 PV Pipe: 40 -463.5 8.249 PL 9.83 PF 0.1 28 10.3 0.0 70.8 0.0 2.8 120 FTG LGA PE 4.3 BR 0.5 0.0 75.2 0.0 0.002 TL 66.83 PV Pipe: 41 -463.5 8.390 PL 4.50 PF 0.0 BR 0.5 0.0 75.2 0.0 2.7 140 FTG E PE 1.9 UG -4.0 0.0 77.2 0.0 0.001 TL 35.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA2.SDF JOB TITLE: REMOTE AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 42 -463.5 8.390 PL 486.00 PF 0.7 UG -4.0 0.0 77.2 0.0 2.7 140 FTG 2EL PE 0.0 BF1 -4.0 0.0 78.0 0.0 0.001 TL 570.00 PV Pipe: 43 FIXED PRESSURE LOSS DEVICE BF2 -4.0 0.0 82.0 0.0 4.0 psi, 463.5 gpm BF1 -4.0 0.0 78.0 0.0 Pipe: 44 -463.5 8.390 PL 13.00 PF 0.1 BF2 -4.0 0.0 82.0 0.0 2.7 140 FTG TG PE 0.0 SRC -4.0 SRCE 82.1 (N/A) 0.001 TL 79.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.103 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.9 ft/sec at pipe 10. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyV1v GatV1v AlmChk DPV1v NPTee F Forty5 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.00 1.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.00 1.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.00 2.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 2.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA2.SDF JOB TITLE: REMOTE AREA 2 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 DATE: 4/29/2010 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA2.SDF JOB TITLE: REMOTE AREA 2 WATER SUPPLY ANALYSIS 5876.0 gpm 0 r -I Ccs N a 0 0 0 -r{ U) In a 0 0 0 11) 0 4) •-i N r-1 O 0 0 0 0 0 O O 0 0 0 0 l0 C N 0 CO 1/40 ri r 1 e-1 r -I (.74DOW aawcncnaw- fa. 0.-1-, O O O O N O O N ri 1 O 0 0 to 0 o 0 0 CO tr 0 0 N O O CO ri O O N '-i FLOW (GPM) PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR ASHELY FURNITURE RENOVATION CANOPY REMOTE AREA 3 17601 SOUTHCENTER PKWY STE 100 TUKWILA, WA 98188 FILE NUMBER: 12-12799 DATE: APR 29, 2010 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GR -1 DENSITY: .15 AREA OF APPLICATION: ENTIRE AREA COVERAGE PER SPRINKLER: 124 SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 10 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 217.1 gpm TOTAL WATER REQUIRED (including hose): 467.1 gpm FLOW AND PRESSURE BASE OF RISER Node(BR):217.1 gpm @ 122.5 psi SPRINKLER ORIFICE SIZE: K=5.6 NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: MATT GREENE AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA3.SDF JOB TITLE: REMOTE AREA 3 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 0 PRESS. (0 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 150.0 20.0 5876.0 148.8 467.1 128.6 Required pressure is 20.2 psi (14%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 467.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 217.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -4.0 SOURCE 128.6 217.1 BF1 -4.0 - - - - 124.6 - - - BF2 -4.0 128.6 UG -4.0 124.4 BR 0.5 122.5 1 13.6 19.4 2 13.2 20.2 3 13.8 20.2 4 13.1 21.7 5 13.2 28.3 6 11.9 31.6 7 11.9 34.4 8 11.9 42.0 9 12.0 61.8 10 12.1 85.0 11 22.7 87.1 12 22.6 101.1 12A 22.6 96.7 13 4.1 113.2 14 2.1 119.3 15 2.1 - - - - 121.8 - - - S1 13.8 K= 5.60 11.0 18.6 S2 13.8 K= 5.60 13.0 20.2 S3 13.7 K= 5.60 14.9 21.6 S4 13.7 K= 5.60 17.1 23.1 S5 13.6 K= 5.60 18.2 23.9 S6 14.0 K= 5.60 11.5 19.0 S7 14.0 K= 5.60 13.5 20.6 S8 13.9 K= 5.60 15.6 22.1 S9 13.9 K= 5.60 17.8 23.6 S10 13.8 K= 5.60 19.0 24.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA3.SDF JOB TITLE: REMOTE AREA 3 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -18.6 1.049 PL 12.00 PF 1.9 S1 13.8 5.6 11.0 18.6 6.9 100 FTG ---- PE 0.0 S2 13.8 5.6 13.0 20.2 0.159 TL 12.00 PV Pipe: 2 -38.8 1.380 PL 12.00 PF 2.0 S2 13.8 5.6 13.0 20.2 8.3 100 FTG ---- PE 0.0 S3 13.7 5.6 14.9 21.6 0.163 TL 12.00 PV Pipe: 3 -60.4 1.610 PL 12.00 PF 2.1 S3 13.7 5.6 14.9 21.6 9.5 100 FTG ---- PE 0.0 S4 13.7 5.6 17.1 23.1 0.175 TL 12.00 PV Pipe: 4 -83.5 2.067 PL 12.00 PF 1.1 S4 13.7 5.6 17.1 23.1 8.0 100 FTG ---- PE 0.0 S5 13.6 5.6 18.2 23.9 0.094 TL 12.00 PV Pipe: 5 -107.4 2.067 PL 4.50 PF 1.2 S5 13.6 5.6 18.2 23.9 10.3 100 FTG E PE 0.0 1 13.6 0.0 19.4 0.0 0.150 TL 8.07 PV Pipe: 6 -107.4 2.067 PL 0.42 PF 0.6 1 13.6 0.0 19.4 0.0 10.3 100 FTG E PE 0.2 2 13.2 0.0 20.2 0.0 0.150 TL 3.99 PV Pipe: 7 -19.0 1.049 PL 12.00 PF 2.0 S6 14.0 5.6 11.5 19.0 7.1 100 FTG ---- PE 0.0 S7 14.0 5.6 13.5 20.6 0.166 TL 12.00 PV Pipe: 8 -39.6 1.380 PL 12.00 PF 2.0 S7 14.0 5.6 13.5 20.6 8.5 100 FTG ---- PE 0.0 S8 13.9 5.6 15.6 22.1 0.169 TL 12.00 PV Pipe: 9 -61.7 1.610 PL 12.00 PF 2.2 S8 13.9 5.6 15.6 22.1 9.7 100 FTG ---- PE 0.0 S9 13.9 5.6 17.8 23.6 0.182 TL 12.00 PV Pipe: 10 -85.3 2.067 PL 12.00 PF 1.2 S9 13.9 5.6 17.8 23.6 8.2 100 FTG ---- PE 0.0 S10 13.8 5.6 19.0 24.4 0.098 TL 12.00 PV Pipe: 11 -109.6 2.067 PL 4.50 PF 1.3 S10 13.8 5.6 19.0 24.4 10.5 100 FTG E PE 0.0 3 13.8 0.0 20.2 0.0 0.156 TL 8.07 PV Pipe: 12 -109.6 2.067 PL 0.67 PF 1.2 3 13.8 0.0 20.2 0.0 10.5 100 FTG T PE 0.3 4 13.1 0.0 21.7 0.0 0.156 TL 7.81 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA3.SDF JOB TITLE: REMOTE AREA 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -107.4 2.067 PL 10.00 PF 1.5 2 13.2 0.0 20.2 0.0 10.3 100 FTG ---- PE 0.0 4 13.1 0.0 21.7 0.0 0.150 TL 10.00 PV Pipe: 14 -217.1 2.067 PL 4.83 PF 6.6 4 13.1 0.0 21.7 0.0 20.8 100 FTG 2E PE 0.0 5 13.2 0.0 28.3 0.0 0.552 TL 11.97 PV Pipe: 15 -217.1 2.067 PL 1.29 PF 2.7 5 13.2 0.0 28.3 0.0 20.8 100 FTG E PE 0.6 6 11.9 0.0 31.6 0.0 0.552 TL 4.86 PV Pipe: 16 -217.1 2.157 PL 2.00 PF 2.8 6 11.9 0.0 31.6 0.0 19.1 100 FTG E PE 0.0 7 11.9 0.0 34.4 0.0 0.449 TL 6.28 PV Pipe: 17 -217.1 2.157 PL 12.67 PF 7.6 7 11.9 0.0 34.4 0.0 19.1 100 FTG E PE 0.0 8 11.9 0.0 42.0 0.0 0.449 TL 16.95 PV Pipe: 18 -217.1 2.157 PL 39.92 PF 19.8 8 11.9 0.0 42.0 0.0 19.1 100 FTG :E PE 0.0 9 12.0 0.0 61.8 0.0 0.449 TL 44.20 PV Pipe: 19. -217.1 2.157 PL 47.54 PF 23.3 9 12.0 0.0 61.8 0.0 19.1 100 FTG E PE -0.1 10 12.1 0.0 85.0 0.0 0.449 TL 51.82 PV Pipe: 20 -217.1 2.157 PL 10.54 PF 6.7 10 12.1 0.0 85.0 0.0 19.1 100 FTG E PE -4.6 11 22.7 0.0 87.1 0.0 0.449 TL 14.82 PV Pipe: 21 -217.1 2.157 PL 21.46 PF 9.6 11 22.7 0.0 87.1 0.0 19.1 100 FTG ---- PE 0.0 12A 22.6 0.0 96.7 0.0 0.449 TL 21.46 PV Pipe: 21A -217.1 2.635 PL 20.21 PF 4.4 12A 22.6 0.0 96.7 0.0 12.8 100 FTG E PE 0.0 12 22.6 0.0 101.1 0.0 0.169 TL 25.92 PV Pipe: 22 -217.1 2.635 PL 18.50 PF 4.1 12 22.6 0.0 101.1 0.0 12.8 100 FTG E PE 8.0 13 4.1 0.0 113.2 0.0 0.169 TL 24.21 PV Pipe: 23 -217.1 2.635 PL 2.00 PF 5.2 13 4.1 0.0 113.2 0.0 12.8 120 FTG TBD PE 0.9 14 2.1 0.0 119.3 0.0 0.121 TL 43.00 PV Pipe: 24 -217.1 2.635 PL 3.75 PF 2.5 14 2.1 0.0 119.3 0.0 12.8 120 FTG T PE 0.0 15 2.1 0.0 121.8 0.0 0.121 TL 20.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA3.SDF JOB TITLE: REMOTE AREA 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 -217.1 8.249 PL 1.58 PF 0.0 15 2.1 0.0 121.8 0.0 1.3 120 FTG ---- PE 0,7 BR 0.5 0.0 122.5 0.0 0.000 TL 1.58 PV Pipe: 26 -217.1 8.390 PL 4.50 PF 0.0 BR 0.5 0.0 122.5 0.0 1.3 140 FTG E PE 1.9 UG -4.0 0.0 124.4 0.0 0.000 TL 35.50 PV Pipe: 27 -217.1 8.390 PL 486.00 PF 0.2 UG -4.0 0.0 124.4 0.0 1.3 140 FTG 2EL PE 0.0 BF1 -4.0 0.0 124.6 0.0 0.000 TL 570.00 PV Pipe: 28 FIXED PRESSURE LOSS DEVICE BF2 -4.0 0.0 128.6 0.0 4.0 psi, 217.1 gpm BF1 -4.0 0.0 124.6 0.0 Pipe: 29 -217.1 8.390 PL 13.00 PF 0.0 BF2 -4.0 0.0 128.6 0.0 1.3 140 FTG TG PE 0.0 SRC -4.0 SRCE 128.6 (N/A) 0.000 TL 79.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.058 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 20.8 ft/sec at pipe 14. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA3.SDF JOB TITLE: REMOTE AREA 3 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F Forty5 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.00 1.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.00 1.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.00 2.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 2.00 2.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatV1v NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 1 DATE: 4/29/2010 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA3.SDF JOB TITLE: REMOTE AREA 3 WATER SUPPLY ANALYSIS 5 O N 0 In 0 ra m a 0 0 0 N Static: 150.00 psi Resid: N '-1 N 0 0 0 O 0 O N O O O .O o o O O o 00 t0 V• •� •� C7rC�C7w axwcncnaw--am•r+-. N O 0 O O o 0 0 CO r r-1 1 0 0 w O r7 0 0 PATRIOT FIRE PROTECTION 2707 70th AVENUE EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR ASHELY FURNITURE RENOVATION SALES AREA REMOTE AREA 4 17601 SOUTHCENTER PKWY STE 100 TUKWILA, WA 98188 FILE NUMBER: 12-12799 DATE: APR 29, 2010 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GR -2 DENSITY: .20 AREA OF APPLICATION: 1500 COVERAGE PER SPRINKLER: VARIES NUMBER OF SPRINKLERS CALCULATED: 10 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 599.1 gpm TOTAL WATER REQUIRED (including hose): 849.1 gpm FLOW AND PRESSURE BASE OF RISER Node(BR):599.1 gpm 40 &NPRS:BR& psi SPRINKLER ORIFICE SIZE: K=14.0 NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: MATT GREENE AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA4.SDF JOB TITLE: REMOTE AREA 4 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) {PSI) SRC 150.0 20.0 5876.0 146.4 849.1 68.6 Required pressure is 77.8 psi (53%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 849.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 599.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -4.0 BF1 -4.0 BF2 -4.0 UG2 -4.0 T -4.0 BR2 0.5 1 16.4 2 16.4 3 16.4 3A 16.4 4 16.4 5 16.4 6 16.4 7 12.0 8 16.4 9 16.4 10 16.4 10A 16.4 11 16.4 12 16.4 13 16.4 14 12.0 15 16.4 16 16.4 17 16.4 17A 16.4 18 16.4 19 16.4 20 16.4 21 12.0 22 16.5 23 16.4 SOURCE 68.6 72.4 68.4 66.6 67.3 64.5 30.6 38.8 40.1 42.2 47.4 49.0 51.5 57.2 30.6 38.8 40.1 42.2 47.4 49.0 51.5 57.3 30.8 38.9 40.2 42.3 47.5 49.0 51.5 57.3 54.0 54.3 599.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA4.SDF JOB TITLE: REMOTE AREA 4 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 24 16.4 54.8 25 12.0 57.4 26 12.0 57.9 27 12.0 59.3 28 12.0 - - - - 59.4 - - - S1 14.5 K=14.00 13.5 51.5 S2 14.5 K=14.00 18.3 59.9 S3 14.5 K=14.00 21.7 65.2 S4 14.5 K=14.00 13.5 51.5 S5 14.5 K=14.00 18.3 59.9 S6 14.5 K=14.00 21.7 65.2 S7 14.5 K=14.00 13.3 51.1 S8 14.5 K=14.00 18.3 60.0 S9 14.5 K=14.00 21.7 65.3 S10 14.5 K=14.00 24.8 69.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA4.SDF JOB TITLE: REMOTE AREA 4 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -51.5 1.049 PL 19.90 PF 17.9 S1 14.5 14.0 13.5 51.5 19.1 120 FTG 2E PE -0.8 1 16.4 0.0 30.6 0.0 0.748 TL 23.90 PV Pipe: 2 -51.5 1.049 PL 11.00 PF 8.2 1 16.4 0.0 30.6 0.0 19.1 120 FTG ---- PE 0.0 2 16.4 0.0 38.8 0.0 0.748 TL 11.00 PV Pipe: 3 -51.5 1.380 PL 6.75 PF 1.3 2 16.4 0.0 38.8 0.0 11.0 120 FTG ---- PE 0.0 3 16.4 0.0 40.1 0.0 0.197 TL 6.75 PV Pipe: 4 -59.9 1.049 PL 17.90 PF 22.7 S2 14.5 14.0 18.3 59.9 22.2 120 FTG T PE -0.8 3 16.4 0.0 40.1 0.0 0.989 TL 22.90 PV Pipe: 5 -111.3 1.380 PL 2.50 PF 2.0 3 16.4 0.0 40.1 0.0 23.9 120 FTG ---- PE 0.0 3A 16.4 0.0 42.2 0.0 0.820 TL 2.50 PV Pipe: 6 -111.3 1.610 PL 13.50 PF 5.2 3A 16.4 0.0 42.2 0.0 17.5 120 FTG ---- PE 0.0 4 16.4 0.0 47.4 0.0 0.387 TL 13.50 PV Pipe: 7 -65.2 1.049 PL 17.90 PF 26.5 S3 14.5 14.0 21.7 65.2 24.2 120 FTG T PE -0.8 4 16.4 0.0 47.4 0.0 1.158 TL 22.90 PV Pipe: 8 -176.5 1.610 PL 1.75 PF 1.6 4 16.4 0.0 47.4 0.0 27.8 120 FTG ---- PE 0.0 5 16.4 0.0 49.0 0.0 0.908 TL 1.75 PV Pipe: 9 -176.5 2.067 PL 4.25 PF 2.5 5 16.4 0.0 49.0 0.0 16.9 120 FTG E PE 0.0 6 16.4 0.0 51.5 0.0 0.269 TL 9.25 PV Pipe: 10 -176.5 2.067 PL 4.42 PF 3.9 6 16.4 0.0 51.5 0.0 16.9 120 FTG T PE 1.9 7 12.0 0.0 57.2 0.0 0.269 TL 14.42 PV Pipe: 11 -51.5 1.049 PL 19.90 PF 17.9 S4 14.5 14.0 13.5 51.5 19.1 120 FTG 2E PE -0.8 8 16.4 0.0 30.6 0.0 0.748 TL 23.90 PV Pipe: 12 -51.5 1.049 PL 11.00 PF 8.2 8 16.4 0.0 30.6 0.0 19.1 120 FTG ---- PE 0.0 9 16.4 0.0 38.8 0.0 0.748 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA4.SDF JOB TITLE: REMOTE AREA 4 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -51.5 1.380 PL 6.75 PF 1.3 9 16.4 0.0 38.8 0.0 11.0 120 FTG ---- PE 0.0 10 16.4 0.0 40.1 0.0 0.197 TL 6.75 PV Pipe: 14 -59.9 1.049 PL 17.90 PF 22.7 S5 14.5 14.0 18.3 59.9 22.2 120 FTG T PE -0.8 10 16.4 0.0 40.1 0.0 0.989 TL 22.90 PV Pipe: 15 -111.3 1.380 PL 2.50 PF 2.0 10 16.4 0.0 40.1 0.0 23.9 120 FTG ---- PE 0.0 10A 16.4 0.0 42.2 0.0 0.820 TL 2.50 PV Pipe: 16 -111.3 1.610 PL 13.50 PF 5.2 10A 16.4 0.0 42.2 0.0 17.5 120 FTG ---- PE 0.0 11 16.4 0.0 47.4 0.0 0.387 TL 13.50 PV Pipe: 17 -65.2 1.049 PL 17.90 PF 26.5 86 14.5 14.0 21.7 65.2 24.2 120 FTG T PE -0.8 11 16.4 0.0 47.4 0.0 1.158 TL 22.90 PV Pipe: 18 -176.6 1.610 PL 1.75 PF 1.6 11 16.4 0.0 47.4 0.0 27.8 120 FTG ---- PE 0.0 12 16.4 0.0 49.0 0.0 0.908 TL 1.75 PV Pipe: 19 -176.6 2.067 PL 4.25 PF 2.5 12 16.4 0.0 49.0 0.0 16.9 120 FTG E PE 0.0 13 16.4 0.0 51.5 0.0 0.269 TL 9.25 PV Pipe: 20 -176.6 2.067 PL 4.42 PF 3.9 13 16.4 0.0 51.5 0.0 16.9 120 FTG T PE 1.9 14 12.0 0.0 57.3 0.0 0.269 TL 14.42 PV Pipe: 21 -51.1 1.049 PL 19.90 PF 18.3 S7 14.5 14.0 13.3 51.1 19.0 120 FTG T PE -0.8 15 16.4 0.0 30.8 0.0 0.737 TL 24.90 PV Pipe: 22 -51.1 1.049 PL 11.00 PF 8.1 15 16.4 0.0 30.8 0.0 19.0 120 FTG ---- PE 0.0 16 16.4 0.0 38.9 0.0 0.737 TL 11.00 PV Pipe: 23 -51.1 1.380 PL 6.75 PF 1.3 16 16.4 0.0 38.9 0.0 11.0 120 FTG ---- PE 0.0 17 16.4 0.0 40.2 0.0 0.194 TL 6.75 PV Pipe: 24 -60.0 1.049 PL 17.90 PF 22.7 88 14.5 14.0 18.3 60.0 22.3 120 FTG T PE -0.8 17 16.4 0.0 40.2 0.0 0.992 TL 22.90 PV Pipe: 25 -111.0 1.380 PL 2.50 PF 2.0 17 16.4 0.0 40.2 0.0 23.8 120 FTG ---- PE 0.0 17A 16.4 0.0 42.3 0.0 0.815 TL 2.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA4.SDF JOB TITLE: REMOTE AREA 4 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -111.0 1.610 PL 13.50 PF 5.2 17A 16.4 0.0 42.3 0.0 17.5 120 FTG ---- PE 0.0 18 16.4 0.0 47.5 0.0 0.385 TL 13.50 PV Pipe: 27 -65.3 1.049 PL 17.90 PF 26.6 S9 14.5 14.0 21.7 65.3 24.2 120 FTG T PE -0.8 18 16.4 0.0 47.5 0.0 1.160 TL 22.90 PV Pipe: 28 -176.3 1.610 PL 1.75 PF 1.6 18 16.4 0.0 47.5 0.0 27.8 120 FTG ---- PE 0.0 19 16.4 0.0 49.0 0.0 0.905 TL 1.75 PV Pipe: 29 -176.3 2.067 PL 4.25 PF 2.5 19 16.4 0.0 49.0 0.0 16.9 120 FTG E PE 0.0 20 16.4 0.0 51.5 0.0 0.268 TL 9.25 PV Pipe: 30 -176.3 2.067 PL 4.42 PF 3.9 20 16.4 0.0 51.5 0.0 16.9 120 FTG T PE 1.9 21 12.0 0.0 57.3 0.0 0.268 TL 14.42 PV Pipe: 31 -69.8 1.049 PL 17.90 PF 30.1 S10 14.5 14.0 24.8 69.8 25.9 120 FTG T PE -0.8 22 16.5 0.0 54.0 0.0 1.313 TL 22.90 PV Pipe: 32 -69.8 1.610 PL 1.75 PF 0.3 22 16.5 0.0 54.0 0.0 11.0 120 FTG ---- PE 0.0 23 16.4 0.0 54.3 0.0 0.163 TL 1.75 PV Pipe: 33 -69.8 2.067 PL 4.25 PF 0.4 23 16.4 0.0 54.3 0.0 6.7 120 FTG E PE 0.0 24 16.4 0.0 54.8 0.0 0.048 TL 9.25 PV Pipe: 34 -69.8 2.067 PL 4.42 PF 0.7 24 16.4 0.0 54.8 0.0 6.7 120 FTG T PE 1.9 25 12.0 0.0 57.4 0.0 0.048 TL 14.42 PV Pipe: 35 -176.5 6.357 PL 11.00 PF 0.0 7 12.0 0.0 57.2 0.0 1.8 120 FTG ---- PE 0.0 14 12.0 0.0 57.3 0.0 0.001 TL 11.00 PV Pipe: 36 -353.1 6.357 PL 11.75 PF 0.0 14 12.0 0.0 57.3 0.0 3.6 120 FTG ---- PE 0.0 21 12.0 0.0 57.3 0.0 0.004 TL 11.75 PV Pipe: 37 -529.4 6.357 PL 11.00 PF 0.1 21 12.0 0.0 57.3 0.0 5.4 120 FTG ---- PE 0.0 25 12.0 0.0 57.4 0.0 0.009 TL 11.00 PV Pipe: 38 -599.1 6.357 PL 5.00 PF 0.5 25 12.0 0.0 57.4 0.0 6.1 120 FTG T PE 0.0 26 12.0 0.0 57.9 0.0 0.011 TL 43.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA4.SDF JOB TITLE: REMOTE AREA 4 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -599.1 6.357 PL 72.42 PF 1.4 26 12.0 0.0 57.9 0.0 6.1 120 FTG ET PE 0.0 27 12.0 0.0 59.3 0.0 0.011 TL 128.42 PV Pipe: 40 -599.1 8.249 PL 23.50 PF 0.1 27 12.0 0.0 59.3 0.0 3.6 120 FTG E PE 0.0 28 12.0 0.0 59.4 0.0 0.003 TL 44.50 PV Pipe: 41 -599.1 8.249 PL 11.50 PF 0.2 28 12.0 0.0 59.4 0.0 3.6 120 FTG GA PE 5.0 BR2 0.5 0.0 64.5 0.0 0.003 TL 53.50 PV Pipe: 42 -599.1 8.390 PL 4.50 PF 0.1 BR2 0.5 0.0 64.5 0.0 3.5 140 FTG E PE 1.9 UG2 -4.0 0.0 66.6 0.0 0.002 TL 35.50 PV Pipe: 43 -599.1 8.390 PL 299.00 PF 0.8 UG2 -4.0 0.0 66.6 0.0 3.5 140 FTG 2E PE 0.0 T -4.0 0.0 67.3 0.0 0.002 TL 361.00 PV Pipe: 44 -599.1 8.390 PL 471.00 PF 1.1 T -4.0 0.0 67.3 0.0 3.5 140 FTG EL PE 0.0 BF2 -4.0 0.0 68.4 0.0 0.002 TL 524.00 PV Pipe: 45 FIXED PRESSURE LOSS DEVICE BF1 -4.0 0.0 72.4 0.0 4.0 psi, 0.0 gpm BF2 -4.0 0.0 68.4 0.0 Pipe: 46 -599.1 8.390 PL 13.00 PF 0.2 BF2 -4.0 0.0 68.4 0.0 3.5 140 FTG TG PE 0.0 SRC -4.0 SRCE 68.6 (N/A) 0.002 TL 79.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.0 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.060 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 27.8 ft/sec at pipe 18. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/29/2010 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA4.SDF JOB TITLE: REMOTE AREA 4 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter (in) E T L C B Equivalent Fitting Lengths in Feet G A D N 1.049 1.380 1.610 2.067 PAGE: B Diameter (in) 6.357 8.249 PAGE: D Diameter (in) 8.390 Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee F Forty5 2.00 5.00 2.00 5.00 6.00 1.00 3.00 6.00 2.00 7.00 6.00 1.00 4.00 8.00 2.00 9.00 6.00 2.00 5.00 10.00 3.00 11.00 6.00 2.00 MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 18.00 38.00 11.00 40.00 13.00 21.00 41.00 15.00 53.00 14.00 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 31.00 59.00 22.00 76.00 20.00 1.00 10.00 10.00 1.00 1.00 10.00 10.00 1.00 1.00 10.00 10.00 2.00 1.00 10.00 10.00 2.00 in Feet G A D N GatVly AlmChk DPV1v NPTee 4.00 35.00 35.00 38.00 5.00 37.00 37.00 41.00 in Feet G N GatVly NPTee 7.00 59.00 DATE: 4/29/2010 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 T:\HASS\MATT G\12-12799 ASHLEY FURN\RA4.SDF JOB TITLE: REMOTE AREA 4 O O O O O O l0 cM N r-1 O O O O o O O O o co t0 •y, 0 KC a C9 w a x w ca m D a4 w -- Q, m •r1 .-. O O N O N r -I 0 O 0 to 0 o co N 0 o 0 M 0 0 O O CO '-1 O O FLOW (GPM) Fire. . f1613Save lives? 2707 70T14-Avanne East Taccma Y 98424; FIRE PROTECTION, INC. Equipment Submittal For Ashley Furniture Renovation Tukwila, WA March, 2010 Patriot Job #12-12799 TEL: (259)1928E2290: FAPQ:(28S)`922.£450 VANCOUVER, WA OFFICE HANFORD, WAOF MCE TEL (360) 89914408 SPOKANE,WA OFFICE,. TEL4509)3732898':' PORTLAND .(503)223:8001 TEL 450 926:3428 FAX (SOS 3732919 FAX (3602 6944486 FAX ( ;98S 3709 PATnWP099cF. 2700/ AVeauevEeaf Firs iersSave fires! TSeomagat98424 FIRE PROTECTION, INC. Table of Contents Item Manufacturer Model Description Sprinklers: TEEL (283y 9282290: FAXX(283Y822.655O 1. Tyco EC -14 Extended Coverage Upright Sprinkler 2. Reliable F1 Standard Response Upright Sprinklers 3. Reliable F1FR Quick Response Semi-Rec. Pendent Sprinklers 4. Reliable F3QR Quick Response Dry -Type Pendent Sprinklers Electrical/Alarm Devices: 1. Potter PS10 Pressure Type Water Flow Switch 2. Potter PS40 Dry System Air Pressure Supervisory Switch 3. Jenny K15S-17UMS Air Compressor -1/3 HP, 115v, 1 ph, 17 Gal. Tank; 220 Gallon Capacity Valves: 1. Reliable A Dry Pipe Valve 2. Reliable A-2 Dry System Air Maintenance Device 3. Unique UFP Grooved End Butterfly Valve with Built In Tamper Switch VANCcUVER,,WAOFFICE HANFORE4 WA.QPFICE..- TEL "(360)699FAd03'.: SPAM/1ME4.-WA0FFICE. TEL(509)9938898'" PORRTt .J4 5059.ID246001 TEE 126.3428:. FAX009)1938939 FAX (360699:4485 FAX 45 $26,3708.: PA CIF'• FIRE SPRINKLERS INC. 1014 NORTH STREET, SUITE 200 SUMNER,WA 98390 HYDRAULIC CALCULATIONS FOR ASHLEY FURNITURE CALCS OF EXISTING OVERHEAD REMOTE AREA "A" F.S.I. JOB NUMBER: 2360 DATE: AUG 4, 2009 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: Calculated w/ avail. press. to .60 AREA OF APPLICATION: 2,000 sq. ft. COVERAGE PER SPRINKLER: 99 sq. ft. (11'x9') NUMBER OF SPRINKLERS CALCULATED: 20 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1320.2 gpm TOTAL WATER REQUIRED (including hose): 1820.2 gpm FLOW AND PRESSURE (0 BOR): 1315.0 gpm @ 120.7 psi SPRINKLER ORIFICE SIZE: 3/4" / 8.2K inch / 212 -Degree NAME OF CONTRACTOR: F.S.I. DESIGN/LAYOUT BY: Dave Lisiecki AUTHORITY HAVING JURISDICTION: City of Tukwlia CONTRACTOR CERTIFICATION NUMBER: FIRESI*988RJ Warehouse / Furniture / Class IV CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38011601) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 140.0 20.0 8000.0 132.2 1820.2 123.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1820.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1320.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S1 35.0 K= 8.20 92.9 79.0 S2 35.0 K= 8.20 91.7 78.5 S3 35.0 K= 8.20 80.8 73.7 S4 35.0 K= 8.20 66.1 66.7 S5 35.0 K= 8.20 61.8 64.4 S6 35.0 K= 8.20 59.3, 63.1 S7 35.0 K= 8.20 55.4 61.0 S8 35.0 K= 8.20 53.1 59.8 S9 35.0 K= 8.20 80.3 73.5 S10 35.0 K= 8.20 65.7 66.5 511 35.0 K= 8.20 61.4 64.2 S12 35.0 K= 8.20 58.9 62.9 S13 35.0 K= 8.20 55.0 60.8 S14 35.0 K= 8.20 52.8 59.6 S15 35.0 K= 8.20 79.9 73.3 S16 35.0 K= 8.20 65.4 66.3 S17 35.0 K= 8.20 61.0 64.1 S18 35.0 K= 8.20 58.6 62.7 S19 35.0 K= 8.20 54.7 60.6 S20 35.0 K= 8.20 52.5 59.4 R1B 33.5 96.0 R2B 33.5 94.8 R3B 33.5 94.2 R4B 33.5 93.7 6X5 33.5 99.2 8X6 33.5 104.8 TOR 33.5 106.4 10X8 2.0 121.0 BOR 0.0 121.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SOURCE 0.0 SOURCE 123.5 1320.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -59.4 1.380 PL 8.67 PF 2.2 S20 35.0 8.2 52.5 59.4 12.7 120 FTG ---- PE 0.0 S19 35.0 8.2 54.7 60.6 0.256 TL 8.67 PV Pipe: 2 -120.0 1.610 PL 8.67 PF 3.9 S19 35.0 8.2 54.7 60.6 18.9 120 FTG ---- PE 0.0 S18 35.0 8.2 58.6 62.7 0.445 TL 8.67 PV Pipe: 3 -182.8 2.067 PL 8.67 PF 2.5 S18 35.0 8.2 58.6 62.7 17.5 120 FTG ---- PE 0.0 S17 35.0 8.2 61.0 64.1 0.287 TL 8.67 PV Pipe: 4 -246.9 2.067 PL 8.67 PF 4.3 S17 35.0 8.2 61.0 64.1 23.6 120 FTG ---- PE 0.0 S16 35.0 8.2 65.4 66.3 0.500 TL 8.67 PV Pipe: 5 -313.2 2.067 PL 8.67 PF 14.5 S16 35.0 8.2 65.4 66.3 29.9 120 FTG T PE 0.0 S15 35.0 8.2 79.9 73.3 0.776 TL 18.67 PV Pipe: 6 -386.4 2.067 PL 1.50 PF 13.2 S15 35.0 8.2 79.9 73.3 36.9 120 FTG T PE 0.6 R4B 33.5 0.0 93.7 0.0 1.146 TL 11.50 PV Pipe: 9 -386.4 4.026 PL 11.00 PF 0.5 R4B 33.5 0.0 93.7 0.0 9.7 120 FTG ---- PE 0.0 R3B 33.5 0.0 94.2 0.0 0.045 TL 11.00 PV Pipe: 10 -59.6 1.380 PL 8.67 PF 2.2 S14 35.0 8.2 52.8 59.6 12.8 120 FTG ---- PE 0.0 S13 35.0 8.2 55.0 60.8 0.258 TL 8.67 PV Pipe: 11 -120.4 1.610 PL 8.67 PF 3.9 S13 35.0 8.2 55.0 60.8 19.0 120 FTG ---- PE 0.0 S12 35.0 8.2 58.9 62.9 0.447 TL 8.67 PV Pipe: 12 -183.3 2.067 PL 8.67 PF 2.5 S12 35.0 8.2 58.9 62.9 17.5 120 FTG ---- PE 0.0 S11 35.0 8.2 61.4 64.2 0.288 TL 8.67 PV Pipe: 13 -247.5 2.067 PL 8.67 PF 4.4 S11 35.0 8.2 61.4 64.2 23.7 120 FTG ---- PE 0.0 S10 35.0 8.2 65.7 66.5 0.502 TL 8.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -314.0 2.067 PL 8.67 PF 14.6 S10 35.0 8.2 65.7 66.5 30.0 120 FTG T PE 0.0 S9 35.0 8.2 80.3 73.5 0.780 TL 18.67 PV Pipe: 15 -387.5 2.067 PL 1.50 PF 13.2 S9 35.0 8.2 80.3 73.5 37.0 120 FTG T PE 0.6 R3B 33.5 0.0 94.2 0.0 1.151 TL 11.50 PV Pipe: 18 -773.9 5.047 PL 11.00 PF 0.6 R3B 33.5 0.0 94.2 0.0 12.4 120 FTG ---- PE 0.0 R2B 33.5 0.0 94.8 0.0 0.054 TL 11.00 PV Pipe: 19 -59.8 1.380 PL 8.67 PF 2.2 S8 35.0 8.2 53.1 59.8 12.8 120 FTG ---- PE 0.0 S7 35.0 8.2 55.4 61.0 0.259 TL 8.67 PV Pipe: 20 -120.8 1.610 PL 8.67 PF 3.9 S7 35.0 8.2 55.4 61.0 19.0 120 FTG ---- PE 0.0 S6 35.0 8.2 59.3 63.1 0.450 TL 8.67 PV Pipe: 21 -183.9 2.067 PL 8.67 PF 2.5 S6 35.0 8.2 59.3 63.1 17.6 120 FTG ---- PE 0.0 S5 35.0 8.2 61.8 64.4 0.290 TL 8.67 PV Pipe: 22 -248.3 2.067 PL 8.67 PF 4.4 S5 35.0 8.2 61.8 64.4 23.7 120 FTG ---- PE 0.0 S4 35.0 8.2 66.1 66.7 0.505 TL 8.67 PV Pipe: 23 -315.0 2.067 PL 8.67 PF 14.7 S4 35.0 8.2 66.1 66.7 30.1 120 FTG T PE 0.0 S3 35.0 8.2 80.8 73.7 0.785 TL 18.67 PV Pipe: 24 -388.7 2.067 PL 1.50 PF 13.3 S3 35.0 8.2 80.8 73.7 37.2 120 FTG T PE 0.6 R2B 33.5 0.0 94.8 0.0 1.158 TL 11.50 PV Pipe: 27 -1162.6 5.047 PL 11.00 PF 1.3 R2B 33.5 0.0 94.8 0.0 18.6 120 FTG ---- PE 0.0 R1B 33.5 0.0 96.0 0.0 0.114 TL 11.00 PV Pipe: 28 -78.5 2.067 PL 8.67 PF 1.1 S2 35.0 8.2 91.7 78.5 7.5 120 FTG T PE 0.0 S1 35.0 8.2 92.9 79.0 0.060 TL 18.67 PV Pipe: 29 -157.6 2.067 PL 1.50 PF 2.5 S1 35.0 8.2 92.9 79.0 15.1 120 FTG T PE 0.6 R1B 33.5 0.0 96.0 0.0 0.218 TL 11.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 32 -1320.2 5.047 PL 22.00 PF 3.2 R1B 33.5 0.0 96.0 0.0 21.2 120 FTG ---- PE 0.0 6X5 33.5 0.0 99.2 0.0 0.144 TL 22.00 PV Pipe: 33 -1320.2 6.065 PL 81.00 PF 5.6 6X5 33.5 0.0 99.2 0.0 14.7 120 FTG E PE 0.0 8X6 33.5 0.0 104.8 0.0 0.059 TL 95.00 PV Pipe: 34 -1320.2 8.071 PL 73.67 PF 1.6 8X6 33.5 0.0 104.8 0.0 8.3 120 FTG T PE 0.0 TOR 33.5 0.0 106.4 0.0 0.015 TL 110.63 PV Pipe: 35 -1320.2 8.071 PL 31.50 PF 1.0 TOR 33.5 0.0 106.4 0.0 8.3 120 FTG GA PE 13.6 10X8 2.0 0.0 121.0 0.0 0.015 TL 68.46 PV Pipe: 36 -1320.2 8.071 PL 2.00 PF 0.0 10X8 2.0 0.0 121.0 0.0 8.3 120 FTG ---- PE 0.9 BOR 0.0 0.0 121.9 0.0 0.015 TL 2.00 PV Pipe: 37 -1320.2 10.400 PL 300.00 PF 1.6 BOR 0.0 0.0 121.9 0.0 5.0 140 FTG T4L2G PE 0.0 SOURCE 0.0 SRCE 123.5 (N/A) 0.003 TL 500.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 38011601 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.086 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 37.2 ft/sec at pipe 24. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYbRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyV1v,GatVly AlmChk DPV1v NPTee 8.071 19.01 36.96 13.73 47.53 12.6/ 4.22 32.74 32.74 36.96 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 21.00 25.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM WATER SUPPLY ANALYSIS i 0 lal 04 Oa a) co to , • 34 N N N 0 0 o 11) u0 C)0 U V • taoco 1.1 o .-1 o 0) ,-I 0) r+ a ro co z •.I a-.1 oOI m ° 0) 01 ro N CT V) ��a4aaaN IT 00 M N 0 Static: 140.00 psi Resid: 0 0 0 0 0 0 N r 0 0 l0 O 0 O 0 0 0 O N M 0 O 0 0 0 O O O O O 0 0 0 0 l0 V' N 0 Co 1/40 [F '' 'i cD4oilw a-'xwcnEnDa:w--R.in-.I--. 0 O N O O N FLOW (GPM) r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM WATER SUPPLY CURVE 144+ *\ I \\ I \ 132+ 0\\ 1 \\ I \ I x \\ 120+ \ 1 \\ 1 \\ 1 \ 108+ \\ 1 \\ 1 \ 1 \\ P 96+ \ R 1 \\ E I \\ S 1 \ S 84+ \\ U I \\ R I \ E 1 \\ 72+ \ ( I \\ P 1 \\ S 1 \ I 60+ \\ I \\ 1 \ 1 \\ 48+ \ I \\ I \\ I \ 36+ \\ I \\ I \ I \\ 24+ LEGEND n\ 1 n 20.0 psi @ 8000 gpm-> * X = Required Water Supply II Flow Test Point I 123.54 psi @ 1820.2 gpm " 12+ II 1 0 = Available Water Supply " I 132.24 psi @ 1820.2 gpm " 1 II 0++-+---+----+ + + + + + + 4 FIRE SPRINKLERS INC. 1014 NORTH STREET, SUITE 200 SUMNER,WA 98390 HYDRAULIC CALCULATIONS FOR ASHLEY FURNITURE CALCS OF EXISTING OVERHEAD REMOTE AREA "A" F.S.I. JOB NUMBER: 2360 DATE: AUG 4, 2009 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: Calculated w/ avail. press. to .60 AREA OF APPLICATION: 2,000 sq. ft. COVERAGE PER SPRINKLER: 99 sq. ft. (11'x9') NUMBER OF SPRINKLERS CALCULATED: 20 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1320.2 gpm TOTAL WATER REQUIRED (including hose): 1820.2 gpm FLOW AND PRESSURE (@ BOR): 1315.0 gpm @ 120.7 psi SPRINKLER ORIFICE SIZE: 3/4" / 8.2K inch / 212 -Degree NAME OF CONTRACTOR: F.S.I. DESIGN/LAYOUT BY: Dave Lisiecki AUTHORITY HAVING JURISDICTION: City of Tukwlia CONTRACTOR CERTIFICATION NUMBER: FIRESI*988RJ Warehouse / Furniture / Class IV CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38011601) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 140.0 20.0 8000.0 132.2 1820.2 123.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1820.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1320.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S1 35.0 K= 8.20 92.9 79.0 S2 35.0 K= 8.20 91.7 78.5 S3 35.0 K= 8.20 80.8 73.7 S4 35.0 K= 8.20 66.1 66.7 S5 35.0 K= 8.20 61.8 64.4 S6 35.0 K= 8.20 59.3 63.1 S7 35.0 K= 8.20 55.4 61.0 S8 35.0 K= 8.20 53.1 59.8 S9 35.0 K= 8.20 80.3 73.5 S10 35.0 K= 8.20 65.7 66.5 S11 35.0 K= 8.20 61.4 64.2 S12 35.0 K= 8.20 58.9 62.9 S13 35.0 K= 8.20 55.0 60.8 S14 35.0 K= 8.20 52.8 59.6 S15 35.0 K= 8.20 79.9 73.3 S16 35.0 K= 8.20 65.4 66.3 S17 35.0 K= 8.20 61.0 64.1 S18 35.0 K= 8.20 58.6 62.7 S19 35.0 K= 8.20 54.7 60.6 S20 35.0 K= 8.20 52.5 59.4 R1B 33.5 96.0 R2B 33.5 94.8 R3B 33.5 94.2 R4B 33.5 93.7 6X5 33.5 99.2 8X6 33.5 104.8 TOR 33.5 106.4 10X8 2.0 121.0 BOR 0.0 121.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SOURCE 0.0 SOURCE 123.5 1320.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -59.4 1.380 PL 8.67 PF 2.2 S20 35.0 8.2 52.5 59.4 12.7 120 FTG ---- PE 0.0 S19 35.0 8.2 54.7 60.6 0.256 TL 8.67 PV Pipe: 2 -120.0 1.610 PL 8.67 PF 3.9 S19 35.0 8.2 54.7 60.6 18.9 120 FTG ---- PE 0.0 S18 35.0 8.2 58.6 62.7 0.445 TL 8.67 PV Pipe: 3 -182.8 2.067 PL 8.67 PF 2.5 S18 35.0 8.2 58.6 62.7 17.5 120 FTG ---- PE 0.0 S17 35.0 8.2 61.0 64.1 0.287 TL 8.67 PV Pipe: 4 -246.9 2.067 PL 8.67 PF 4.3 S17 35.0 8.2 61.0 64.1 23.6 120 FTG ---- PE 0.0 S16 35.0 8.2 65.4 66.3 0.500 TL 8.67 PV Pipe: 5 -313.2 2.067 PL 8.67 PF 14.5 S16 35.0 8.2 65.4 66.3 29.9 120 FTG T PE 0.0 S15 35.0 8.2 79.9 73.3 0.776 TL 18.67 PV Pipe: 6 -386.4 2.067 PL 1.50 PF 13.2 S15 35.0 8.2 79.9 73.3 36.9 120 FTG T PE 0.6 R4B 33.5 0.0 93.7 0.0 1.146 TL 11.50 PV Pipe: 9 -386.4 4.026 PL 11.00 PF 0.5 R4B 33.5 0.0 93.7 0.0 9.7 120 FTG ---- PE 0.0 R3B 33.5 0.0 94.2 0.0 0.045 TL 11.00 PV Pipe: 10 -59.6 1.380 PL 8.67 PF 2.2 S14 35.0 8.2 52.8 59.6 12.8 120 FTG ---- PE 0.0 S13 35.0 8.2 55.0 60.8 0.258. TL 8.67 PV Pipe: 11 -120.4 1.610 PL 8.67 PF 3.9 S13 35.0 8.2 55.0 60.8 19.0 120 FTG ---- PE 0.0 S12 35.0 8.2 58.9 62.9 0.447 TL 8.67 PV Pipe: 12 -183.3 2.067 PL 8.67 PF 2.5 S12 35.0 8.2 58.9 62.9 17.5 120 FTG ---- PE 0.0 S11 35.0 8.2 61.4 64.2 0.288 TL 8.67 PV Pipe: 13 -247.5 2.067 PL 8.67 PF 4.4 S11 35.0 8.2 61.4 64.2 23.7 120 FTG ---- PE 0.0 S10 35.0 8.2 65.7 66.5 0.502 TL 8.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -314.0 2.067 PL 8.67 PF 14.6 S10 35.0 8.2 65.7 66.5 30.0 120 FTG T PE 0.0 S9 35.0 8.2 80.3 73.5 0.780 TL 18.67 PV Pipe: 15 -387.5 2.067 PL 1.50 PF 13.2 S9 35.0 8.2 80.3 73.5 37.0 120 FTG T PE 0.6 R3B 33.5 0.0 94.2 0.0 1.151 TL 11.50 PV Pipe: 18 -773.9 5.047 PL 11.00 PF 0.6 R3B 33.5 0.0 94.2 0.0 12.4 120 FTG ---- PE 0.0 R2B 33.5 0.0 94.8 0.0 0.054 TL 11.00 PV Pipe: 19 -59.8 1.380 PL 8.67 PF 2.2 S8 35.0 8.2 53.1 59.8 12.8 120 FTG ---- PE 0.0 S7 35.0 8.2 55.4 61.0 0.259 TL 8.67 PV Pipe: 20 -120.8 1.610 PL 8.67 PF 3.9 S7 35.0 8.2 55.4 61.0 19.0 120 FTG ---- PE 0.0 S6 35.0 8.2 59.3 63.1 0.450 TL 8.67 PV Pipe: 21 -183.9 2.067 PL 8.67 PF 2.5 S6 35.0 8.2 59.3 63.1 17.6 120 FTG ---- PE 0.0 S5 35.0 8.2 61.8 64.4 0.290 TL 8.67 PV Pipe: 22 -248.3 2.067 PL 8.67 PF 4.4 S5 35.0 8.2 61.8 64.4 23.7 120 FTG ---- PE 0.0 S4 35.0 8.2 66.1 66.7 0.505 TL 8.67 PV Pipe: 23 -315.0 2.067 PL 8.67 PF 14.7 S4 35.0 8.2 66.1 66.7 30.1 120 FTG T PE 0.0 S3 35.0 8.2 80.8 73.7 0.785 TL 18.67 PV Pipe: 24 -388.7 2.067 PL 1.50 PF 13.3 S3 35.0 8.2 80.8 73.7 37.2 120 FTG T PE 0.6 R2B 33.5 0.0 94.8 0.0 1.158 TL 11.50 PV Pipe: 27 -1162.6 5.047 PL 11.00 PF 1.3 R2B 33.5 0.0 94.8 0.0 18.6 120 FTG ---- PE 0.0 R1B 33.5 0.0 96.0 0.0 0.114 TL 11.00 PV Pipe: 28 -78.5 2.067 PL 8.67 PF 1.1 S2 35.0 8.2 91.7 78.5 7.5 120 FTG T PE 0.0 S1 35.0 8.2 92.9 79.0 0.060 TL 18.67 PV Pipe: 29 -157.6 2.067 PL 1.50 PF 2.5 S1 35.0 8.2 92.9 79.0 15.1 120 FTG T PE 0.6 R1B 33.5 0.0 96.0 0.0 0.218 TL 11.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 32 -1320.2 5.047 PL 22.00 PF 3.2 R1B 33.5 0.0 96.0 0.0 21.2 120 FTG ---- PE 0.0 6X5 33.5 0.0 99.2 0.0 0.144 TL 22.00 PV Pipe: 33 -1320.2 6.065 PL 81.00 PF 5.6 6X5 33.5 0.0 99.2 0.0 14.7 120 FTG E PE 0.0 8X6 33.5 0.0 104.8 0.0 0.059 TL 95.00 PV Pipe: 34 -1320.2 8.071 PL 73.67 PF 1.6 8X6 33.5 0.0 104.8 0.0 8.3 120 FTG T PE 0.0 TOR 33.5 0.0 106.4 0.0 0.015 TL 110.63 PV Pipe: 35 -1320.2 8.071 PL 31.50 PF 1.0 TOR 33.5 0.0 106.4 0.0 8.3 120 FTG GA PE 13.6 10X8 2.0 0.0 121.0 0.0 0.015 TL 68.46 PV Pipe: 36 -1320.2 8.071 PL 2.00 PF 0.0 10X8 2.0 0.0 121.0 0.0 8.3 120 FTG ---- PE 0.9 BOR 0.0 0.0 121.9 0.0 0.015 TL 2.00 PV Pipe: 37 -1320.2 10.400 PL 300.00 PF 1.6 BOR 0.0 0.0 121.9 0.0 5.0 140 FTG T4L2G PE 0.0 SOURCE 0.0 SRCE 123.5 (N/A) 0.003 TL 500.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 38011601 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.086 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 37.2 ft/sec at pipe 24. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 8.071 19.01 36.96 13.73 47.53 12.67 4.22 32.74 32.74 36.96 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 21.00 25.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatV1v NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM WATER SUPPLY ANALYSIS i 0 04 0. 0, 1 CU 0) tr /4u N N 0 0 p N C 0)o 0 0 O moo 0000.4 0 o an .-c 0 .-I Q. ro 00 A G. @' w 01) in PI z •rl a •.1 V43 •Oa w�0m wa -el •�0) rocv 07' Cr) N a�a�pcco 04 o M M 0 N .-r N Static: 140.00 psi Resid: 0 0 O 0 O 0 0 O O 0 0 0 o o o o O O O o o O o o o O ko d' N 0 000 to d' 1-1 '-, C7 4 017 43 ai-ja 41 u) u) 0 x 41 -- a. co •.-1 -- 0 0 N O O N -1 1 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM WATER SUPPLY CURVE \\ \ \\ 1 \\ 1 \ I \\ P 96+ \ R 1 \\ E 1 \\ S 1 \ S 84+ \\ U 1 \\ R 1 \ E 1 \\ 72+ \ ( 1 \\ P 1 \\ s 1 \ I 60+ \\ I \\ I \ \\ 48+ \ I \\ 1 \\ I \ 36+ \\ I \\ I \ \\ 24+ LEGEND \ I II 20.0 psi @ 8000 gpm-> * 1 X = Required Water Supply " Flow Test Point I 123.54 psi @ 1820.2 gpm " 12+ ,+ 1 0 = Available Water Supply " 1 132.24 psi @ 1820.2 gpm " I I1 0++-+---+----+ + + + + + + FIRE SPRINKLERS INC. 1014 NORTH STREET, SUITE 200 SUMNER,WA 98390 HYDRAULIC CALCULATIONS FOR ASHLEY FURNITURE CALCS OF EXISTING OVERHEAD REMOTE AREA "B" F.S.I. JOB NUMBER: 2360 DATE: AUG 4, 2009 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Warehouse / Furniture / Class IV DENSITY: Calculated w/ avail. press. to .60 AREA OF APPLICATION: 2,000 sq. ft. COVERAGE PER SPRINKLER: 99 sq. ft. (12'x8') NUMBER OF SPRINKLERS CALCULATED: 23 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1500.1 gpm TOTAL WATER REQUIRED (including hose): 2000.1 gpm FLOW AND PRESSURE (@ BOR): 1500.1 gpm @ 112.0 psi SPRINKLER ORIFICE SIZE: 3/4" / 8.2K inch / 212 -Degree NAME OF CONTRACTOR: F.S.I. DESIGN/LAYOUT BY: Dave Lisiecki AUTHORITY HAVING JURISDICTION: City of Tukwlia CONTRACTOR CERTIFICATION NUMBER: FIRESI*988RJ CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38011601) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 140.0 20.0 8000.0 130.8 2000.1 114.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2000.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1500.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S1 35.0 K= 8.20 80.4 73.5 S2 35.0 K= 8.20 80.2 73.4 S3 35.0 K= 8.20 69.8 68.5 S4 35.0 K= 8.20 70.2 68.7 S5 35.0 K= 8.20 60.6 63.8 S6 35.0 K= 8.20 56.8 61.8 S7 35.0 K= 8.20 54.6 60.6 S8 35.0 K= 8.20 51.3 58.7 S9 35.0 K= 8.20 49.3 57.6 S10 35.0 K= 8.20 72.7 69.9 Sil 35.0 K= 8.20 73.1 70.1 S12 35.0 K= 8.20 68.0 67.6 S13 35.0 K= 8.20 63.8 65.5 S14 35.0 K= 8.20 61.4 64.3 S15 35.0 K= 8.20 57.7 62.3 S16 35.0 K= 8.20 55.5 61.1 S17 35.0 K= 8.20 70.2 68.7 S18 35.0 K= 8.20 70.6 68.9 S19 35.0 K= 8.20 65.6 66.4 S20 35.0 K= 8.20 61.6 64.3 S21 35.0 K= 8.20 59.2 63.1 S22 35.0 K= 8.20 55.6 61.2 S23 35.0 K= 8.20 53.5 60.0 R1B 33.5 82.8 R2B 33.5 81.1 R3B 33.5 78.6 R4B 33.5 75.9 R1T 35.0 81.0 R2T 35.0 72.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) R3T 35.0 74.1 R4T 35.0 71.6 6X5 33.5 84.9 8X6 33.5 95.2 TOR 33.5 96.2 10X8 2.0 111.1 BOR 0.0 112.0 SOURCE 0.0 SOURCE 114.0 1500.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -60.0 1.380 PL 8.00 PF 2.1 S23 35.0 8.2 53.5 60.0 12.9 120 FTG ---- PE 0.0 S22 35.0 8.2 55.6 61.2 0.261 TL 8.00 PV Pipe: 2 -121.2 1.610 PL 8.00 PF 3.6 S22 35.0 8.2 55.6 61.2 19.1 120 FTG ---- PE 0.0 S21 35.0 8.2 59.2 63.1 0.452 TL 8.00 PV Pipe: 3 -184.3 2.067 PL 8.00 PF 2.3 S21 35.0 8.2 59.2 63.1 17.6 120 FTG ---- PE 0.0 S20 35.0 8.2 61.6 64.3 0.291 TL 8.00 PV Pipe: 4 -248.6 2.067 PL 8.00 PF 4.1 S20 35.0 8.2 61.6 64.3 23.8 120 FTG ---- PE 0.0 S19 35.0 8.2 65.6 66.4 0.507 TL 8.00 PV Pipe: 5 -315.0 2.469 PL 6.00 PF 5.9 S19 35.0 8.2 65.6 66.4 21.1 120 FTG T PE 0.0 R4T 35.0 0.0 71.6 0.0 0.330 TL 18.00 PV Pipe: 6 -68.7 2.067 PL 8.00 PF 0.4 S17 35.0 8.2 70.2 68.7 6.6 120 FTG ---- PE 0.0 S18 35.0 8.2 70.6 68.9 0.047 TL 8.00 PV Pipe: 7 -137.6 2.469 PL 2.00 PF 1.0 S18 35.0 8.2 70.6 68.9 9.2 120 FTG T PE 0.0 R4T 35.0 0.0 71.6 0.0 0.071 TL 14.00 PV Pipe: 8 -452.6 3.068 PL 1.50 PF 3.7 R4T 35.0 0.0 71.6 0.0 19.6 120 FTG T PE 0.6 R4B 33.5 0.0 75.9 0.0 0.224 TL 16.50 PV Pipe: 9 -452.6 3.068 PL 12.00 PF 2.7 R4B 33.5 0.0 75.9 0.0 19.6 120 FTG ---- PE 0.0 R3B 33.5 0.0 78.6 0.0 0.224 TL 12.00 PV Pipe: 10 -61.1 1.380 PL 8.00 PF 2.2 S16 35.0 8.2 55.5 61.1 13.1 120 FTG ---- PE 0.0 S15 35.0 8.2 57.7 62.3 0.270 TL 8.00 PV Pipe: 11 -123.3 1.610 PL 8.00 PF 3.7 S15 35.0 8.2 57.7 62.3 19.4 120 FTG ---- PE 0.0 S14 35.0 8.2 61.4 64.3 0.468 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -187.6 2.067 PL 8.00 PF 2.4 S14 35.0 8.2 61.4 64.3 17.9 120 FTG ---- PE 0.0 S13 35.0 8.2 63.8 65.5 0.301 TL 8.00 PV Pipe: 13 -253.1 2.067 PL 8.00 PF 4.2 S13 35.0 8.2 63.8 65.5 24.2 120 FTG ---- PE 0.0 S12 35.0 8.2 68.0 67.6 0.524 TL 8.00 PV Pipe: 14 -320.7 2.469 PL 6.00 PF 6.1 S12 35.0 8.2 68.0 67.6 21.5 120 FTG T PE 0.0 R3T 35.0 0.0 74.1 0.0 0.341 TL 18.00 PV Pipe: 15 -69.9 2.067 PL 8.00 PF 0.4 S10 35.0 8.2 72.7 69.9 6.7 120 FTG ---- PE 0.0 S11 35.0 8.2 73.1 70.1 0.048 TL 8.00 PV Pipe: 16 -140.0 2.469 PL 2.00 PF 1.0 S11 35.0 8.2 73.1 70.1 9.4 120 FTG T PE 0.0 R3T 35.0 0.0 74.1 0.0 0.074 TL 14.00 PV Pipe: 17 -460.7 3.068 PL 1.50 PF 3.8 R3T 35.0 0.0 74.1 0.0 20.0 120 FTG T PE 0.6 R3B 33.5 0.0 78.6 0.0 0.232 TL 16.50 PV Pipe: 18 -913.4 4.026 PL 11.50 PF 2.5 R3B 33.5 0.0 78.6 0.0 23.0 120 FTG ---- PE 0.0 R2B 33.5 0.0 81.1 0.0 0.219 TL 11.50 PV Pipe: 19 -57.6 1.380 PL 8.00 PF 1.9 S9 35.0 8.2 49.3 57.6 12.4 120 FTG ---- PE 0.0 S8 35.0 8.2 51.3 58.7 0.242 TL 8.00 PV Pipe: 20 -116.3 1.610 PL 8.00 PF 3.4 S8 35.0 8.2 51.3 58.7 18.3 120 FTG ---- PE 0.0 S7 35.0 8.2 54.6 60.6 0.420 TL 8.00 PV Pipe: 21 -176.9 2.067 PL 8.00 PF 2.2 S7 35.0 8.2 54.6 60.6 16.9 120 FTG ---- PE 0.0 S6 35.0 8.2 56.8 61.8 0.270 TL 8.00 PV Pipe: 22 -238.7 2.067 PL 8.00 PF 3.8 S6 35.0 8.2 56.8 61.8 22.8 120 FTG ---- PE 0.0 S5 35.0 8.2 60.6 63.8 0.470 TL 8.00 PV Pipe: 23 -302.5 2.067 PL 6.00 PF 11.7 S5 35.0 '8.2 60.6 63.8 28.9 120 FTG T PE 0.0 R2T 35.0 0.0 72.2 0.0 0.728 TL 16.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 -68.5 2.067 PL 8.00 PF 0.4 S3 35.0 8.2 69.8 68.5 6.6 120 FTG ---- PE 0.0 S4 35.0 8.2 70.2 68.7 0.047 TL 8.00 PV Pipe: 25 -137.2 2.067 PL 2.00 PF 2.0 S4 35.0 8.2 70.2 68.7 13.1 120 FTG T PE 0.0 R2T 35.0 0.0 72.2 0.0 0.169 TL 12.00 PV Pipe: 26 -439.7 2.469 PL 1.50 PF 8.3 R2T 35.0 0.0 72.2 0.0 29.5 120 FTG T PE 0.6 R2B 33.5 0.0 81.1 0.0 0.612 TL 13.50 PV Pipe: 27 -1353.1 5.047 PL 11.00 PF 1.7 R2B 33.5 0.0 81.1 0.0 21.7 120 FTG ---- PE 0.0 R1B 33.5 0.0 82.8 0.0 0.151 TL 11.00 PV Pipe: 28 -73.4 2.067 PL 6.00 PF 0.8 S2 35.0 8.2 80.2 73.4 7.0 120 FTG T PE 0.0 R1T 35.0 0.0 81.0 0.0 0.053 TL 16.00 PV Pipe: 29 -73.5 2.067 PL 2.00 PF 0.6 S1 35.0 8.2 80.4 73.5 7.0 120 FTG T PE 0.0 R1T 35.0 0.0 81.0 0.0 0.053 TL 12.00 PV Pipe: 30 -147.0 2.469 PL 1.50 PF 1.1 R1T 35.0 0.0 81.0 0.0 9.8 120 FTG T PE 0.6 R1B 33.5 0.0 82.8 0.0 0.081 TL 13.50 PV Pipe: 32 -1500.1 5.047 PL 11.50 PF 2.1 R1B 33.5 0.0 82.8 0.0 24.1 120 FTG ---- PE 0.0 6X5 33.5 0.0 84.9 0.0 0.182 TL 11.50 PV Pipe: 33 -1500.1 6.065 PL 124.67 PF 10.3 6X5 33.5 0.0 84.9 0.0 16.7 120 FTG E PE 0.0 8X6 33.5 0.0 95.2 0.0 0.074 TL 138.67 PV Pipe: 34 -1500.1 8.071 PL 14.58 PF 1.0 8X6 33.5 0.0 95.2 0.0 9.4 120 FTG T PE 0.0 TOR 33.5 0.0 96.2 0.0 0.019 TL 51.54 PV Pipe: 35 -1500.1 8.071 PL 31.50 PF 1.3 TOR 33.5 0.0 96.2 0.0 9.4 120 FTG GA PE 13.6 10X8 2.0 0.0 111.1 0.0 0.019 TL 68.46 PV Pipe: 36 -1500.1 8.071 PL 2.00 PF 0.0 10X8 2.0 0.0 111.1 0.0 9.4 120 FTG ---- PE 0.9 BOR 0.0 0.0 112.0 0.0 0.019 TL 2.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37 -1500.1 10.400 PL 300.00 PF 2.0 BOR 0.0 0.0 112.0 0.0 5.7 140 FTG T4L2G PE 0.0 SOURCE 0.0 SRCE 114.0 (N/A) 0.004 TL 500.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 38011601 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.052 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 29.5 ft/sec at pipe 26. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 8.071 19.01 36.96 13.73 47.53 12.67 4.22 32.74 32.74 36.96 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 21.00 25.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM 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 GatVly NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM s s 0. 41) 01 b'u u .-4 0 0 O 4O• 0)000 O VI O 0o o dN �N a1 co eV ca) Z .I a•CV 01 Wd 0V A a N a H 11/ rooCr. 04 0 0 N r -I N --1 co 0) C4 O O O O O O l0 sr N r-+ ,--1 Cn FC DID 43 O o o o o o o O O co l0 cr 1:14-j134wM00xw -- CI. Un -,-1-- O O 0 O m O 0 N N 0 0 N 0 r -I 0 0 o er O O o FLOW (GPM) FIRE SPRINKLERS INC. 1014 NORTH STREET, SUITE 200 SUMNER,WA 98390 HYDRAULIC CALCULATIONS FOR ASHLEY FURNITURE CALCS OF EXISTING OVERHEAD REMOTE AREA "B" F.S.I. JOB NUMBER: 2360 DATE: AUG 4, 2009 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: Calculated w/ avail. press. to .60 AREA OF APPLICATION: 2,000 sq. ft. COVERAGE PER SPRINKLER: 99 sq. ft. (12'x8') NUMBER OF SPRINKLERS CALCULATED: 23 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1500.1 gpm TOTAL WATER REQUIRED (including hose): 2000.1 gpm FLOW AND PRESSURE (@ BOR): 1500.1 gpm @ 112.0 psi SPRINKLER ORIFICE SIZE: 3/4" / 8.2K inch / 212 -Degree NAME OF CONTRACTOR: F.S.I. DESIGN/LAYOUT BY: Dave Lisiecki AUTHORITY HAVING JURISDICTION: City of Tukwlia CONTRACTOR CERTIFICATION NUMBER: FIRESI*988RJ Warehouse / Furniture / Class IV CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38011601) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39860.SDF JOB TITLE: ASHLEY EAST SYSTEM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 140.0 20.0 8000.0 130.8 2000.1 114.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2000.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1500.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S1 35.0 K= 8.20 80.4 73.5 S2 35.0 K= 8.20 80.2 73.4 S3 35.0 K= 8.20 69.8 68.5 S4 35.0 K= 8.20 70.2 68.7 S5 35.0 K= 8.20 60.6 63.8 S6 35.0 K= 8.20 56.8 61.8 S7 35.0 K= 8.20 54.6 60.6 S8 35.0 K= 8.20 51.3 58.7 S9 35.0 K= 8.20 49.3 57.6 S10 35.0 K= 8.20 72.7 69.9 S11 35.0 K= 8.20 73.1 70.1 S12 35.0 K= 8.20 68.0 67.6 S13 35.0 K= 8.20 63.8 65.5 S14 35.0 K= 8.20 61.4 64.3 S15 35.0 K= 8.20 57.7 62.3 S16 35.0 K= 8.20 55.5 61.1 S17 35.0 K= 8.20 70.2 68.7 S18 35.0 K= 8.20 70.6 68.9 S19 35.0 K= 8.20 65.6 66.4 S20 35.0 K= 8.20 61.6 64.3 S21 35.0 K= 8.20 59.2 63.1 S22 35.0 K= 8.20 55.6 61.2 S23 35.0 K= 8.20 53.5 60.0 R1B 33.5 82.8 R2B 33.5 81.1 R3B 33.5 78.6 R4B 33.5 75.9 R1T 35.0 81.0 R2T 35.0 72.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) R3T 35.0 74.1 R4T 35.0 71.6 6X5 33.5 84.9 8X6 33.5 95.2 TOR 33.5 96.2 10X8 2.0 111.1 BOR 0.0 - - - - 112.0 SOURCE 0.0 SOURCE 114.0 1500.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -60.0 1.380 PL 8.00 PF 2.1 S23 35.0 8.2 53.5 60.0 12.9 120 FTG ---- PE 0.0 S22 35.0 8.2 55.6 61.2 0.261 TL 8.00 PV Pipe: 2 -121.2 1.610 PL 8.00 PF 3.6 S22 35.0 8.2 55.6 61.2 19.1 120 FTG ---- PE 0.0 S21 35.0 8.2 59.2 63.1 0.452 TL 8.00 PV Pipe: 3 -184.3 2.067 PL 8.00 PF 2.3 S21 35.0 8.2 59.2 63.1 17.6 120 FTG ---- PE 0.0 S20 35.0 8.2 61.6 64.3 0.291 TL 8.00 PV Pipe: 4 -248.6 2.067 PL 8.00 PF 4.1 S20 35.0 8.2 61.6 64.3 23.8 120 FTG ---- PE 0.0 S19 35.0 8.2 65.6 66.4 0.507 TL 8.00 PV Pipe: 5 -315.0 2.469 PL 6.00 PF 5.9 S19 35.0 8.2 65.6 66.4 21.1 120 FTG T PE 0.0 R4T 35.0 0.0 71.6 0.0 0.330 TL 18.00 PV Pipe: 6 -68.7 2.067 PL 8.00 PF 0.4 S17 35.0 8.2 70.2 68.7 6.6 120 FTG ---- PE 0.0 S18 35.0 8.2 70.6 68.9 0.047 TL 8.00 PV Pipe: 7 -137.6 2.469 PL 2.00 PF 1.0 S18 35.0 8.2 70.6 68.9 9.2 120 FTG T PE 0.0 R4T 35.0 0.0 71.6 0.0 0.071 TL 14.00 PV Pipe: 8 -452.6 3.068 PL 1.50 PF 3.7 R4T 35.0 0.0 71.6 0.0 19.6 120 FTG T PE 0.6 R4B 33.5 0.0 75.9 0.0 0.224 TL 16.50 PV Pipe: 9 -452.6 3.068 PL 12.00 PF 2.7 R4B 33.5 0.0 75.9 0.0 19.6 120 FTG ---- PE 0.0 R3B 33.5 0.0 78.6 0.0 0.224 TL 12.00 PV Pipe: 10 -61.1 1.380 PL 8.00 PF 2.2 S16 35.0 8.2 55.5 61.1 13.1 120 FTG ---- PE 0.0 S15 35.0 8.2 57.7 62.3 0.270 TL 8.00 PV Pipe: 11 -123.3 1.610 PL 8.00 PF 3.7 S15 35.0 8.2 57.7 62.3 19.4 120 FTG ---- PE 0.0 S14 35.0 8.2 61.4 64.3 0.468 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NO2. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -187.6 2.067 PL 8.00 PF 2.4 S14 35.0 8.2 61.4 64.3 17.9 120 FTG ---- PE 0.0 S13 35.0 8.2 63.8 65.5 0.301 TL 8.00 PV Pipe: 13 -253.1 2.067 PL 8.00 PF 4.2 S13 35.0 8.2 63.8 65.5 24.2 120 FTG ---- PE 0.0 S12 35.0 8.2 68.0 67.6 0.524 TL 8.00 PV Pipe: 14 -320.7 2.469 PL 6.00 PF 6.1 S12 35.0 8.2 68.0 67.6 21.5 120 FTG T PE 0.0 R3T 35.0 0.0 74.1 0.0 0.341 TL 18.00 PV Pipe: 15 -69.9 2.067 PL 8.00 PF 0.4 S10 35.0 8.2 72.7 69.9 6.7 120 FTG ---- PE 0.0 S11 35.0 8.2 73.1 70.1 0.048 TL 8.00 PV Pipe: 16 -140.0 2.469 PL 2.00 PF 1.0 S11 35.0 8.2 73.1 70.1 9.4 120 FTG T PE 0.0 R3T 35.0 0.0 74.1 0.0 0.074 TL 14.00 PV Pipe: 17 -460.7 3.068 PL 1.50 PF 3.8 R3T 35.0 0.0 74.1 0.0 20.0 120 FTG T PE 0.6 R3B 33.5 0.0 78.6 0.0 0.232 TL 16.50 PV Pipe: 18 -913.4 4.026 PL 11.50 PF 2.5 R3B 33.5 0.0 78.6 0.0 23.0 120 FTG ---- PE 0.0 R2B 33.5 0.0 81.1 0.0 0.219 TL 11.50 PV Pipe: 19 -57.6 1.380 PL 8.00 PF 1.9 S9 35.0 8.2 49.3 57.6 12.4 120 FTG ---- PE 0.0 S8 35.0 8.2 51.3 58.7 0.242 TL 8.00 PV Pipe: 20 -116.3 1.610 PL 8.00 PF 3.4 S8 35.0 8.2 51.3 58.7 18.3 120 FTG ---- PE 0.0 S7 35.0 8.2 54.6 60.6 0.420 TL 8.00 PV Pipe: 21 -176.9 2.067 PL 8.00 PF 2.2 S7 35.0 8.2 54.6 60.6 16.9 120 FTG ---- PE 0.0 S6 35.0 8.2 56.8 61.8 0.270 TL 8.00 PV Pipe: 22 -238.7 2.067 PL 8.00 PF 3.8 S6 35.0 8.2 56.8 61.8 22.8 120 FTG ---- PE 0.0 S5 35.0 8.2 60.6 63.8 0.470 TL 8.00 PV Pipe: 23 -302.5 2.067 PL 6.00 PF 11.7 S5 35.0 '8.2 60.6 63.8 28.9 120 FTG T PE 0.0 R2T 35.0 0.0 72.2 0.0 0.728 TL 16.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 -68.5 2.067 PL 8.00 PF 0.4 S3 35.0 8.2 69.8 68.5 6.6 120 FTG ---- PE 0.0 S4 35.0 8.2 70.2 68.7 0.047 TL 8.00 PV Pipe: 25 -137.2 2.067 PL 2.00 PF 2.0 S4 35.0 8.2 70.2 68.7 13.1 120 FTG T PE 0.0 R2T 35.0 0.0 72.2 0.0 0.169 TL 12.00 PV Pipe: 26 -439.7 2.469 PL 1.50 PF 8.3 R2T 35.0 0.0 72.2 0.0 29.5 120 FTG T PE 0.6 R2B 33.5 0.0 81.1 0.0 0.612 TL 13.50 PV Pipe: 27 -1353.1 5.047 PL 11.00 PF 1.7 R2B 33.5 0.0 81.1 0.0 21.7 120 FTG ---- PE 0.0 R1B 33.5 0.0 82.8 0.0 0.151 TL 11.00 PV Pipe: 28 -73.4 2.067 PL 6.00 PF 0.8 S2 35.0 8.2 80.2 73.4 7.0 120 FTG T PE 0.0 R1T 35.0 0.0 81.0 0.0 0.053 TL 16.00 PV Pipe: 29 -73.5 2.067 PL 2.00 PF 0.6 S1 35.0 8.2 80.4 73.5 7.0 120 FTG T PE 0.0 R1T 35.0 0.0 81.0 0.0 0.053 TL 12.00 PV Pipe: 30 -147.0 2.469 PL 1.50 PF 1.1 R1T 35.0 0.0 81.0 0.0 9.8 120 FTG T PE 0.6 R1B 33.5 0.0 82.8 0.0 0.081 TL 13.50 PV Pipe: 32 -1500.1 5.047 PL 11.50 PF 2.1 R1B 33.5 0.0 82.8 0.0 24.1 120 FTG ---- PE 0.0 6X5 33.5 0.0 84.9 0.0 0.182 TL 11.50 PV Pipe: 33 -1500.1 6.065 PL 124.67 PF 10.3 6X5 33.5 0.0 84.9 0.0 16.7 120 FTG E PE 0.0 8X6 33.5 0.0 95.2 0.0 0.074 TL 138.67 PV Pipe: 34 -1500.1 8.071 PL 14.58 PF 1.0 8X6 33.5 0.0 95.2 0.0 9.4 120 FTG T PE 0.0 TOR 33.5 0.0 96.2 0.0 0.019 TL 51.54 PV Pipe: 35 -1500.1 8.071 PL 31.50 PF 1.3 TOR 33.5 0.0 96.2 0.0 9.4 120 FTG GA PE 13.6 10X8 2.0 0.0 111.1 0.0 0.019 TL 68.46 PV Pipe: 36 -1500.1 8.071 PL 2.00 PF 0.0 10X8 2.0 0.0 111.1 0.0 9.4 120 FTG ---- PE 0.9 BOR 0.0 0.0 112.0 0.0 0.019 TL 2.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37 -1500.1 10.400 PL 300.00 PF 2.0 BOR 0.0 0.0 112.0 0.0 5.7 140 FTG T4L2G PE 0.0 SOURCE 0.0 SRCE 114.0 (N/A) 0.004 TL 500.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 38011601 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.052 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 29.5 ft/sec at pipe 26. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 8.071 19.01 36.96 13.73 47.53 12.67 4.22 32.74 32.74 36.96 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 21.00 25.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM 14 o 0 0 0 N O 0 0 o O _o t0 O O U J-1 O O O o O O w d. N '-1 '-1C.1 FC 0-19 W 04-14 41 u) C0 0 a 41 — 04 in -.-I -- O O O O O O aD to q, O O N O 1` V' 1 FLOW (GPM) FIRE SPRINKLERS INC. 1014 NORTH STREET, SUITE 200 SUMNER,WA 98390 HYDRAULIC CALCULATIONS FOR ASHLEY FURNITURE CALCS OF EXISTING OVERHEAD REMOTE AREA "B" F.S.I. JOB NUMBER: 2360 DATE: AUG 4, 2009 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: Calculated w/ avail. press. to .60 AREA OF APPLICATION: 2,000 sq. ft. COVERAGE PER SPRINKLER: 99 sq. ft. (12'x8') NUMBER OF SPRINKLERS CALCULATED: 23 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1500.1 gpm TOTAL WATER REQUIRED (including hose): 2000.1 gpm FLOW AND PRESSURE (@ BOR): 1500.1 gpm @ 112.0 psi SPRINKLER ORIFICE SIZE: 3/4" / 8.2K inch / 212 -Degree NAME OF CONTRACTOR: F.S.I. DESIGN/LAYOUT BY: Dave Lisiecki AUTHORITY HAVING JURISDICTION: City of Tukwlia CONTRACTOR CERTIFICATION NUMBER: FIRESI*988RJ Warehouse / Furniture / Class IV CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38011601) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 140.0 20.0 8000.0 130.8 2000.1 114.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2000.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1500.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S1 35.0 K= 8.20 80.4 73.5 S2 35.0 K= 8.20 80.2 73.4 S3 35.0 K= 8.20 69.8 68.5 S4 35.0 K= 8.20 70.2 68.7 S5 35.0 K= 8.20 60.6 63.8 S6 35.0 K= 8.20 56.8 61.8 S7 35.0 K= 8.20 54.6 60.6 S8 35.0 K= 8.20 51.3 58.7 S9 35.0 K= 8.20 49.3 57.6 S10 35.0 K= 8.20 72.7 69.9 S11 35.0 K= 8.20 73.1 70.1 S12 35.0 K= 8.20 68.0 67.6 S13 35.0 K= 8.20 63.8 65.5 S14 35.0 K= 8.20 61.4 64.3 S15 35.0 K= 8.20 57.7 62.3 S16 35.0 K= 8.20 55.5 61.1 S17 35.0 K= 8.20 70.2 68.7 S18 35.0 K= 8.20 70.6 68.9 S19 35.0 K= 8.20 65.6 66.4 S20 35.0 K= 8.20 61.6 64.3 S21 35.0 K= 8.20 59.2 63.1 S22 35.0 K= 8.20 55.6 61.2 S23 35.0 K= 8.20 53.5 60.0 R1B 33.5 82.8 R2B 33.5 81.1 R3B 33.5 78.6 R4B 33.5 75.9 R1T 35.0 81.0 R2T 35.0 72.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) R3T 35.0 74.1 R4T 35.0 71.6 6X5 33.5 84.9 8X6 33.5 95.2 TOR 33.5 96.2 10X8 2.0 111.1 BOR 0.0 - - - - 112.0 SOURCE 0.0 SOURCE 114.0 1500.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -60.0 1.380 PL 8.00 PF 2.1 S23 35.0 8.2 53.5 60.0 12.9 120 FTG ---- PE 0.0 S22 35.0 8.2 55.6 61.2 0.261 TL 8.00 PV Pipe: 2 -121.2 1.610 PL 8.00 PF 3.6 S22 35.0 8.2 55.6 61.2 19.1 120 FTG ---- PE 0.0 S21 35.0 8.2 59.2 63.1 0.452 TL 8.00 PV Pipe: 3 -184.3 2.067 PL 8.00 PF 2.3 S21 35.0 8.2 59.2 63.1 17.6 120 FTG ---- PE 0.0 S20 35.0 8.2 61.6 64.3 0.291 TL 8.00 PV Pipe: 4 -248.6 2.067 PL 8.00 PF 4.1 S20 35.0 8.2 61.6 64.3 23.8 120 FTG ---- PE 0.0 S19 35.0 8.2 65.6 66.4 0.507 TL 8.00 PV Pipe: 5 -315.0 2.469 PL 6.00 PF 5.9 S19 35.0 8.2 65.6 66.4 21.1 120 FTG T PE 0.0 R4T 35.0 0.0 71.6 0.0 0.330 TL 18.00 PV Pipe: 6 -68.7 2.067 PL 8.00 PF 0.4 S17 35.0 8.2 70.2 68.7 6.6 120 FTG ---- PE 0.0 S18 35.0 8.2 70.6 68.9 0.047 TL 8.00 PV Pipe: 7 -137.6 2.469 PL 2.00 PF 1.0 S18 35.0 8.2 70.6 68.9 9.2 120 FTG T PE 0.0 R4T 35.0 0.0 71.6 0.0 0.071 TL 14.00 PV Pipe: 8 -452.6 3.068 PL 1.50 PF 3.7 R4T 35.0 0.0 71.6 0.0 19.6 120 FTG T PE 0.6 R4B 33.5 0.0 75.9 0.0 0.224 TL 16.50 PV Pipe: 9 -452.6 3.068 PL 12.00 PF 2.7 R4B 33.5 0.0 75.9 0.0 19.6 120 FTG ---- PE 0.0 R3B 33.5 0.0 78.6 0.0 0.224 TL 12,00 PV Pipe: 10 -61.1 1.380 PL 8.00 PF 2.2 S16 35.0 8.2 55.5 61.1 13.1 120 FTG ---- PE 0.0 S15 35.0 8.2 57.7 62.3 0.270 TL 8.00 PV Pipe: 11 -123.3 1.610 PL 8.00 PF 3.7 S15 35.0 8.2 57.7 62.3 19.4 120 FTG ---- PE 0.0 S14 35.0 8.2 61.4 64.3 0.468 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -187.6 2.067 PL 8.00 PF 2.4 S14 35.0 8.2 61.4 64.3 17.9 120 FTG---- PE 0.0 S13 35.0 8.2 63.8 65.5 0.301 TL 8.00 PV Pipe: 13 -253.1 2.067 PL 8.00 PF 4.2 S13 35.0 8.2 63.8 65.5 24.2 120 FTG ---- PE 0.0 S12 35.0 8.2 68.0 67.6 0.524 TL 8.00 PV Pipe: 14 -320.7 2.469 PL 6.00 PF 6.1 S12 35.0 8.2 68.0 67.6 21.5 120 FTG T PE 0.0 R3T 35.0 0.0 74.1 0.0 0.341 TL 18.00 PV Pipe: 15 -69.9 2.067 PL 8.00 PF 0.4 S10 35.0 8.2 72.7 69.9 6.7 120 FTG ---- PE 0.0 S11 35.0 8.2 73.1 70.1 0.048 TL 8.00 PV Pipe: 16 -140.0 2.469 PL 2.00 PF 1.0 511 35.0 8.2 73.1 70.1 9.4 120 FTG T PE 0.0 R3T 35.0 0.0 74.1 0.0 0.074 TL 14.00 PV Pipe: 17 -460.7 3.068 PL 1.50 PF 3.8 R3T 35.0 0.0 74.1 0.0 20.0 120 FTG T PE 0.6 R3B 33.5 0.0 78.6 0.0 0.232 TL 16.50 PV Pipe: 18 -913.4 4.026 PL 11.50 PF 2.5 R3B 33.5 0.0 78.6 0.0 23.0 120 FTG ---- PE 0.0 R2B 33.5 0.0 81.1 0.0 0.219 TL 11.50 PV Pipe: 19 -57.6 1.380 PL 8.00 PF 1.9 S9 35.0 8.2 49.3 57.6 12.4 120 FTG ---- PE 0.0 S8 35.0 8.2 51.3 58.7 0.242 TL 8.00 PV Pipe: 20 -116.3 1.610 PL 8.00 PF 3.4 S8 35.0 8.2 51.3 58.7 18.3 120 FTG ---- PE 0.0 S7 35.0 8.2 54.6 60.6 0.420 TL 8.00 PV Pipe: 21 -176.9 2.067 PL 8.00 PF 2.2 S7 35.0 8.2 54.6 60.6 16.9 120 FTG ---- PE 0.0 S6 35.0 8.2 56.8 61.8 0.270 TL 8.00 PV Pipe: 22 -238.7 2.067 PL 8.00 PF 3.8 S6 35.0 8.2 56.8 61.8 22.8 120 FTG ---- PE 0.0 S5 35.0 8.2 60.6 63.8 0.470 TL 8.00 PV Pipe: 23 -302.5 2.067 PL 6.00 PF 11.7 S5 35.0 '8.2 60.6 63.8 28.9 120 FTG T PE 0.0 R2T 35.0 0.0 72.2 0.0 0.728 TL 16.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 -68.5 2.067 PL 8.00 PF 0.4 S3 35.0 8.2 69.8 68.5 6.6 120 FTG ---- PE 0.0 S4 35.0 8.2 70.2 68.7 0.047 TL 8.00 PV Pipe: 25 -137.2 2.067 PL 2.00 PF 2.0 S4 35.0 8.2 70.2 68.7 13.1 120 FTG T PE 0.0 R2T 35.0 0.0 72.2 0.0 0.169 TL 12.00 PV Pipe: 26 -439.7 2.469 PL 1.50 PF 8.3 R2T 35.0 0.0 72.2 0.0 29.5 120 FTG T PE 0.6 R2B 33.5 0.0 81.1 0.0 0.612 TL 13.50 PV Pipe: 27 -1353.1 5.047 PL 11.00 PF 1.7 R2B 33.5 0.0 81.1 0.0 21.7 120 FTG ---- PE 0.0 R1B 33.5 0.0 82.8 0.0 0.151 TL 11.00 PV Pipe: 28 -73.4 2.067 PL 6.00 PF 0.8 S2 35.0 8.2 80.2 73.4 7.0 120 FTG T PE 0.0 R1T 35.0 0.0 81.0 0.0 0.053 TL 16.00 PV Pipe: 29 -73.5 2.067 PL 2.00 PF 0.6 S1 35.0 8.2 80.4 73.5 7.0 120 FTG T PE 0.0 R1T 35.0 0.0 81.0 0.0 0.053 TL 12.00 PV Pipe: 30 -147.0 2.469 PL 1.50 PF 1.1 R1T 35.0 0.0 81.0 0.0 9.8 120 FTG T PE 0.6 R1B 33.5 0.0 82.8 0.0 0.081 TL 13.50 PV Pipe: 32 -1500.1 5.047 PL 11.50 PF 2.1 R1B 33.5 0.0 82.8 0.0 24.1 120 FTG ---- PE 0.0 6X5 33.5 0.0 84.9 0.0 0.182 TL 11.50 PV Pipe: 33 -1500.1 6.065 PL 124.67 PF 10.3 6X5 33.5 0.0 84.9 0.0 16.7 120 FTG E PE 0.0 8X6 33.5 0.0 95.2 0.0 0.074 TL 138.67 PV Pipe: 34 -1500.1 8.071 PL 14.58 PF 1.0 8X6 33.5 0.0 95.2 0.0 9.4 120 FTG T PE 0.0 TOR 33.5 0.0 96.2 0.0 0.019 TL 51.54 PV Pipe: 35 -1500.1 8.071 PL 31.50 PF 1.3 TOR 33.5 0.0 96.2 0.0 9.4 120 FTG GA PE 13.6 10X8 2.0 0.0 111.1 0.0 0.019 TL 68.46 PV Pipe: 36 -1500.1 8.071 PL 2.00 PF 0.0 10X8 2.0 0.0 111.1 0.0 9.4 120 FTG ---- PE 0.9 BOR 0.0 0.0 112.0 0.0 0.019 TL 2.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37 -1500.1 10.400 PL 300.00 PF 2.0 BOR 0.0 0.0 112.0 0.0 5.7 140 FTG T4L2G PE 0.0 SOURCE 0.0 SRCE 114.0 (N/A) 0.004 TL 500.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 38011601 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.052 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 29.5 ft/sec at pipe 26. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 8.071 19.01 36.96 13.73 47.53 12.67 4.22 32.,74 32.74 36.96 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10..00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10..00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10 00 10.00 12.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13..00 13.00 15.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21,.00 21.00 25.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28,.00 28.00 30.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39B60.SDF JOB TITLE: ASHLEY EAST SYSTEM 0 0 J E 0 0 0 1:24 a. O. 0 0 Cs Cr* t7 H ttd r-1 0 0 O • H0 0 0)O• V U O alo 0o. --II 0 g o WN ofcv Q.ro w swH y a4 0 W O ra a w m o 0 oQ. v °' N 41) ,..IW 4)n wo an 14 • f • o • u) m o as . I > Cr) GI .-I 04 O 0 M M 0 0 _0 N ,..I N W l0 Tf r{ m N N 0 >+ CL 0 O N 01 O. U ��1 O Q4-,0 b —o y N O 0 0 O O O k d' N'` 43 O 0 0 0 O 0 0 O O OD W v. a c4 41 W V) D a4 Da -- f. m •.-1 O O N O 1` O e- I 1 O 0 O 0 0 (NI CV) 0 0 N FLOW (GPM) FIRE SPRINKLERS INC. 1014 NORTH STREET, SUITE 200 SUMNER,WA 98390 HYDRAULIC CALCULATIONS FOR ASHLEY FURNITURE CALCS OF EXISTING OVERHEAD REMOTE AREA "A" F.S.I. JOB NUMBER: 2360 DATE: AUG 4, 2009 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: Calculated w/ avail. press. to .60 AREA OF APPLICATION: 2,000 sq. ft. COVERAGE PER SPRINKLER: 99 sq. ft. (11'x9') NUMBER OF SPRINKLERS CALCULATED: 20 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1320.2 gpm TOTAL WATER REQUIRED (including hose): 1820.2 gpm FLOW AND PRESSURE (@ BOR): 1315.0 gpm @ 120.7 psi SPRINKLER ORIFICE SIZE: 3/4" / 8.2K inch / 212 -Degree NAME OF CONTRACTOR: F.S.I. DESIGN/LAYOUT BY: Dave Lisiecki AUTHORITY HAVING JURISDICTION: City of Tukwlia CONTRACTOR CERTIFICATION NUMBER: FIRESI*988RJ Warehouse / Furniture / Class IV CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38011601) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 140.0 20.0 8000.0 132.2 1820.2 123.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1820.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1320.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S1 35.0 K= 8.20 92.9 79.0 S2 35.0 K= 8.20 91.7 78.5 S3 35.0 K= 8.20 80.8 73.7 S4 35.0 K= 8.20 66.1 66.7 S5 35.0 K= 8.20 61.8 64.4 S6 35.0 K= 8.20 59.3 63.1 S7 35.0 K= 8.20 55.4 61.0 S8 35.0 K= 8.20 53.1 59.8 S9 35.0 K= 8.20 80.3 73.5 S10 35.0 K= 8.20 65.7 66.5 S11 35.0 K= 8.20 61.4 64.2 S12 35.0 K= 8.20 58.9 62.9 S13 35.0 K= 8.20 55.0 60.8 S14 35.0 K= 8.20 52.8 59.6 S15 35.0 K= 8.20 79.9 73.3 S16 35.0 K= 8.20 65.4 66.3 S17 35.0 K= 8.20 61.0 64.1 S18 35.0 K= 8.20 58.6 62.7 S19 35.0 K= 8.20 54.7 60.6 S20 35.0 K= 8.20 52.5 59.4 R1B 33.5 - - - - 96.0 R2B 33.5 94.8 R3B 33.5 94.2 R4B 33.5 93.7 6X5 33.5 99.2 8X6 33.5 104.8 TOR 33.5 106.4 10X8 2.0 121.0 BOR 0.0 121.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SOURCE 0.0 SOURCE 123.5 1320.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -59.4 1.380 PL 8.67 PF 2.2 S20 35.0 8.2 52.5 59.4 12.7 120 FTG ---- PE 0.0 S19 35.0 8.2 54.7 60.6 0.256 TL 8.67 PV Pipe: 2 -120.0 1.610 PL 8.67 PF 3.9 S19 35.0 8.2 54.7 60.6 18.9 120 FTG ---- PE 0.0 S18 35.0 8.2 58.6 62.7 0.445 TL 8.67 PV Pipe: 3 -182.8 2.067 PL 8.67 PF 2.5 S18 35.0 8.2 58.6 62.7 17.5 120 FTG ---- PE 0.0 S17 35.0 8.2 61.0 64.1 0.287 TL 8.67 PV Pipe: 4 -246.9 2.067 PL 8.67 PF 4.3 S17 35.0 8.2 61.0 64.1 23.6 120 FTG ---- PE 0.0 S16 35.0 8.2 65.4 66.3 0.500 TL 8.67 PV Pipe: 5 -313.2 2.067 PL 8.67 PF 14.5 S16 35.0 8.2 65.4 66.3 29.9 120 FTG T PE 0.0 S15 35.0 8.2 79.9 73.3 0.776 TL 18.67 PV Pipe: 6 -386.4 2.067 PL 1.50 PF 13.2 S15 35.0 8.2 79.9 73.3 36.9 120 FTG T PE 0.6 R4B 33.5 0.0 93.7 0.0 1.146 TL 11.50 PV Pipe: 9 -386.4 4.026 PL 11.00 PF 0.5 R4B 33.5 0.0 93.7 0.0 9.7 120 FTG ---- PE 0.0 R3B 33.5 0.0 94.2 0.0 0.045 TL 11.00 PV Pipe: 10 -59.6 1.380 PL 8.67 PF 2.2 S14 35.0 8.2 52.8 59.6 12.8 120 FTG ---- PE 0.0 S13 35.0 8.2 55.0 60.8 0.258 TL 8.67 PV Pipe: 11 -120.4 1.610 PL 8.67 PF 3.9 S13 35.0 8.2 55.0 60.8 19.0 120 FTG ---- PE 0.0 S12 35.0 8.2 58.9 62.9 0.447 TL 8.67 PV Pipe: 12 -183.3 2.067 PL 8.67 PF 2.5 S12 35.0 8.2 58.9 62.9 17.5 120 FTG ---- PE 0.0 S11 35.0 8.2 61.4 64.2 0.288 TL 8.67 PV Pipe: 13 -247.5 2.067 PL 8.67 PF 4.4 S11 35.0 8.2 61.4 64.2 23.7 120 FTG ---- PE 0.0 S10 35.0 8.2 65.7 66.5 0.502 TL 8.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -314.0 2.067 PL 8.67 PF 14.6 S10 35.0 8.2 65.7 66.5 30.0 120 FTG T PE 0.0 S9 35.0 8.2 80.3 73.5 0.780 TL 18.67 PV Pipe: 15 -387.5 2.067 PL 1.50 PF 13.2 S9 35.0 8.2 80.3 73.5 37.0 120 FTG T PE 0.6 R3B 33.5 0.0 94.2 0.0 1.151 TL 11.50 PV Pipe: 18 -773.9 5.047 PL 11.00 PF 0.6 R3B 33.5 0.0 94.2 0.0 12.4 120 FTG ---- PE 0.0 R2B 33.5 0.0 94.8 0.0 0.054 TL 11.00 PV Pipe: 19 -59.8 1.380 PL 8.67 PF 2.2 S8 35.0 8.2 53.1 59.8 12.8 120 FTG ---- PE 0.0 S7 35.0 8.2 55.4 61.0 0.259 TL 8.67 PV Pipe: 20 -120.8 1.610 PL 8.67 PF 3.9 S7 35.0 8.2 55.4 61.0 19.0 120 FTG ---- PE 0.0 S6 35.0 8.2 59.3 63.1 0.450 TL 8.67 PV Pipe: 21 -183.9 2.067 PL 8.67 PF 2.5 S6 35.0 8.2 59.3 63.1 17.6 120 FTG ---- PE 0.0 S5 35.0 8.2 61.8 64.4 0.290 TL 8.67 PV Pipe: 22 -248.3 2.067 PL 8.67 PF 4.4 S5 35.0 8.2 61.8 64.4 23.7 120 FTG ---- PE 0.0 S4 35.0 8.2 66.1 66.7 0.505 TL 8.67 PV Pipe: 23 -315.0 2.067 PL 8.67 PF 14.7 S4 35.0 8.2 66.1 66.7 30.1 120 FTG T PE 0.0 S3 35.0 8.2 80.8 73.7 0.785 TL 18.67 PV •Pipe: 24 -388.7 2.067 PL 1.50 PF 13.3 S3 35.0 8.2 80.8 73.7 37.2 120 FTG T PE 0.6 R2B 33.5 0.0 94.8 0.0 1.158 TL 11.50 PV Pipe: 27 -1162.6 5.047 PL 11.00 PF 1.3 R2B 33.5 0.0 94.8 0.0 18.6 120 FTG ---- PE 0.0 R1B 33.5 0.0 96.0 0.0 0.114 TL 11.00 PV Pipe: 28 -78.5 2.067 PL 8.67 PF 1.1 S2 35.0 8.2 91.7 78.5 7.5 120 FTG T PE 0.0 S1 35.0 8.2 92.9 79.0 0.060 TL 18.67 PV Pipe: 29 -157.6 2.067 PL 1.50 PF 2.5 S1 35.0 8.2 92.9 79.0 15.1 120 FTG T PE 0.6 R1B 33.5 0.0 96.0 0.0 0.218 TL 11.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM PIPE TAG END ELEV. NODES (FT) R1B 6X5 6X5 8X6 NOZ. PT (K) (PSI) Pipe: 32 33.5 0.0 96.0 33.5 0.0 99.2 Pipe: 33 33.5 0.0 99.2 33.5 0.0 104.8 Pipe: 34 8X6 33.5 TOR 33.5 Pipe: 35 TOR 33.5 10X8 2.0 Pipe: 36 10X8 2.0 BOR 0.0 Pipe: 37 BOR 0.0 SOURCE 0.0 NOTES (HASS): Q(GPM) DIA(IN) LENGTH DISC. VEL(FPS) HW(C) (FT) (GPM) FL/FT - 1320.2 5.047 PL 22.00 0.0 21.2 120 FTG ---- 0.0 0.144 TL 22.00 PRESS. SUM. (PSI) PF 3.2 PE 0.0 PV - 1320.2 6.065 PL 81.00 PF 5.6 0.0 14.7 120 FTG E PE 0.0 0.0 0.059 TL 95.00 PV - 1320.2 0.0 104.8 0.0 8.3 0.0 106.4 0.0 0.0 106.4 0.0 121.0 0.0 121.0 0.0 121.9 8.071 PL 73.67 PF 1.6 120 FTG T PE 0.0 0.015 TL 110.63 PV -1320.2 8.071 PL 31.50 PF 1.0 0.0 8.3 120 FTG GA PE 13.6 0.0 0.015 TL 65.46 PV -1320.2 8.071 PL 0.0 8.3 120 FTG 0.0 0.015 TL 2.00 PF 0.0 ---- PE 0.9 2.00 PV -1320.2 10.400 PL 300.00 PF 1.6 0.0 121.9 0.0 5.0 140 FTG T4L2G PE 0.0 SRCE 123.5 (N/A) 0.003 TL 500.00 PV (1) Calculations were performed by the HASS 8.0 computer program under license no. 38011601 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.086 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 37.2 ft/sec at pipe 24. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 8.071 19.01 36.96 13.73 47.53 12.67 4.22 32.74 32.74 36.96 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 21.00 25.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM s s N N 0 0 0 H •O 0 o U U 0 00 coo 0 ccoo 0 ow�U) a0 °a a.�Hc'8 z •.1 a •.a H a •.-4 •0• y m b N 0'M vim) 4-1a-IRCca O. 0 M M 0 O 0 0 0 0 0 N r- 0 0 0 w 0 0 U) O O —0 O 0 0 O 0 N O O O O O O O 0 0 O O O O 0 to d' N 0 co to v. H '-' c7KICaIDw aawcocnC4 43 - -O. in -�-- O O N O N FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/4/2009HLEY FURNITURE\CALCULATIONS\HYDRAULIC\ASHLEY WHSE 39A60.SDF JOB TITLE: ASHLEY EAST SYSTEM WATER SUPPLY CURVE \\ \\ \\ \\ 1 1 \\ P 96+ \ R 1 \\ E 1 \\ S 1 S 84+ \\ U 1 \\ R 1 E 1 \\ 72+ \ 1 \\ P 1 \\ S 1 \ I 60+ \\ I \\ I \ 1 \\ 48+ 1 \\ 1 \\ I \ 36+ \\ 1 \\ I \ 1 \\ 24+ LEGEND 20.0 psi @ 8000 gpm-> * 1 X = Required Water Supply " Flow Test Point 1 123.54 psi @ 1820.2 gpm 12+ 1 0 = Available Water Supply 1 132.24 psi @ 1820.2 gpm " /f 0++-+---+----+ + + + + + + FIRE SYSTEMS WEST, INC. 219 FRONTAGE ROAD NORTH, SUITE B PACIFIC, WASHINGTON 98047 HYDRAULIC CALCULATIONS FOR LEVITZ RACK- TUKWILA, WA SYSTEM #1 FILE NAME: LEVITZ1 JOB NUMBER: 7655 DATE: 02/08/95 -DESIGN DATA - OCCUPANCY CLASSIFICATION: CLASS 3 COMMODITY DENSITY: .38 gpm/sq. ft. AREA OF APPLICATION: 2000 sq. ft. COVERAGE PER SPRINKLER: 96.8 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 21 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1397 gpm TOTAL WATER REQUIRED (including hose): 1897 gpm FLOW AND PRESSURE (@ BOR): 1397 gpm @ 76.6 psi SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF CONTRACTOR: FIRE SYSTEMS WEST DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: PAUL BOZE CITY OF TUKWILA FIRESWI 140B1 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 028I582) HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 02/03/1995 LEVITZ1 JOB TITLE: LEVITZ RACK- REMOTE AREA #1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL.. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 145.0 105.0 8000.0 142.2 1897.4 77.3 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 1897.4 GPM 500.0 GPM 0.0 GPM 1397.4 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 34.0 K= 8.00 33.2 46.1 2 34.0 K= 8.00 34.5 47.0 3 34.0 K= 8.00 36.7 48.5 4 34.0 K= 8.00 38.2 49.4 5 34.0 K= 8.00 40.6 51.0 6 34.0 K= 8.00 41.4 51.5 7 34.0 K= 8.00 41.7 51.6 8 34.0 K= 8.00 42.5 52.1 9 34.0 K= 8.00 34.8 47.2 10 34.0 K= 8.00 36.1 48.1 11 34.0 K=. 8.00 38.4 49.6 12 34.0 K= 8.00 39.9 50.5 13 34.0 K= 8.00 42.5 52.1 14 34.0 K= 8.00 43.3 52.7 15 34.0 K= 8.00 43.6 52.8 16 34.0 K= 8.00 44.4 53.3 17 34.0 K= 8.00 44.7 53.5 18 34.0 K= 8.00 45.6 54.0 19 34.0 K= 8.00 45.0 53.7 20 34.0 K= 8.00 45.3 53.8 21 34.0 K= 8.00 46.2 54.4 R1 34.0 43.9 R2 34.0 45.9 R3 34.0 47.5 Cl 32.0 47.7 C2 32.0 49.9 C3 32.0 51.8 C4 32.0 53.9 C5 32.0 59.2 C6 32.0 60.3 C7 0.0 74.9 A 21.0 K= 5.60 30.0 30.7 B 21.0 K= 5.60 30.4 30.9 C 21.0 K= 5.60 31.8 31.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 02/03/1995 JOB TITLE: LEVITZ RACK- REMOTE AREA #1 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) D 21.0 K= 5.60 33.5 32.4 E 21.0 K= 5.60 36.4 33.8 F 21.0 - - - - 48.4 - - - G 16.0 K= 5.60 32.6 32.0 H 16.0 K= 5.60 33.1 32.2 I 16.0 K= 5.60 34.6 33.0 J 16.0 K= 5.60 36.4 33.8 K 16.0 K= 5.60 37.4 34.2 L 16.0 50.3 M 30.0 47.8 N 30.0 61.7 O 30.0 61.8 P 0.0 75.2 Q -3.0 76.6 CITY -3.0 SOURCE 77.3 1397.4 Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 02/03/1995 JOB TITLE: LEVITZ RACK- REMOTE AREA #1 PIPE DATA Page 3 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 -46.1 1.380 PL 8.00 PF 1.3 1 34.0 8.0 33.2 46.1 9.9 120 FTG ---- PE 0.0 2 34.0 8.0 34.5 47.0 0.160 TL 8.00 PV 0.7 Pipe: 2 -93.1 1.610 PL 8.00 PF 2.2 2 34.0 8.0 34.5 47.0 14.7 120 FTG ---- PE 0.0 3 34.0 8.0 36.7 48.5 0.278 TL 8.00 PV 1.4 Pipe: 3 -141.6 2.067 PL 8.00 PF 1.4 3 34.0 8.0 36.7 48.5 13.5 120 FTG ---- PE 0.0 4 34.0 8.0 38.2 49.4 0.179 TL 8.00 PV 1.2 Pipe: 4 -191.0 2.067 PL 8.00 PF 2.5 4 34.0 8.0 38.2 49.4 18.3 120 FTG ---- PE 0.0 5 34.0 8.0 40.6 51.0 0.311 TL 8.00 PV 2.2 Pipe: 5 -242.0 2.469 PL 4.00 PF 3.2 5 34.0 8.0 40.6 51.0 16.2 120 FTG T PE 0.0 R1 34.0 0.0 43.9 0.0 0.203 TL 16.00 PV 1.8 Pipe: 6 -51.5 2.067 PL 8.00 PF 0.2 6 34.0 8.0 41.4 51.5 4.9 120 FTG ---- PE 0.0 7 34.0 8.0 41.7 51.6 0.028 TL 8.00 PV 0.2 Pipe: 7 -103.1 2.067 PL 8.00 PF 0.8 7 34.0 8.0 41.7 51.6 9.9 120 FTG ---- PE 0.0 8 34.0 8.0 42.5 52.1 0.099 TL 8.00 PV 0.7 Pipe: 8 -155.3 2.469 PL 4.00 PF 1.4 8 34.0 8.0 42.5 52.1 10.4 120 FTG T PE 0.0 R1 34.0 0.0 43.9 0.0 0.089 TL 16.00 PV 0.7 Pipe: 9 -47.2 1.380 PL 8.00 PF 1.3 9 34.0 8.0 34.8 47.2 10.1 120 FTG ---- PE 0.0 10 34.0 8.0 36.1 48.1 0.167 TL 8.00 PV 0.7 Pipe: 10 -95.2 1.610 PL 8.00 PF 2.3 10 34.0 8.0 36.1 48.1 15.0 120 FTG ---- PE 0.0 11 34.0 8.0 38.4 49.6 0.290 TL 8.00 PV 1.5 Pipe: 11 -144.8 2.067 PL 8.00 PF 1.5 11 34.0 8.0 38.4 49.6 13.8 120 FTG ---- PE 0.0 12 34.0 8.0 39.9 50.5 0.186 TL 8.00 PV 1.3 Pipe: 12 -195.3 2.067 PL 8.00 PF 2.6 12 34.0 8.0 39.9 50.5 18.7 120 FTG ---- PE 0.0 13 34.0 8.0 42.5 52.1 0.324 TL 8.00 PV 2.3 Pipe: 13 -247.5 2.469 PL 4.00 PF 3.4 13 34.0 8.0 42.5 52.1 16.6 120 FTG T PE 0.0 R2 34.0 0.0 45.9 0.0 0.211 TL 16.00 PV 1.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 02/03/1995 JOB TITLE: LEVITZ RACK- REMOTE AREA #1 PIPE DATA (cont.) Page 4 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 -52.7 2.067 PL 8.00 PF 0.2 14 34.0 8.0 43.3 52.7 5.0 120 FTG ---- PE 0.0 15 34.0 8.0 43.6 52.8 0.029 TL 8.00 PV 0.2 Pipe: 15 -105.5 2.067 PL 8.00 PF 0.8 15 34.0 8.0 43.6 52.8 10.1 120 FTG ---- PE 0.0 16 34.0 8.0 44.4 53.3 0.104 TL 8.00 PV 0.7 Pipe: 16 -158.8 2.469 PL 4.00 PF 1.5 16 34.0 8.0 44.4 53.3 10.6 120 FTG T PE 0.0 R2 34.0 0.0 45.9 0.0 0.093 TL 16.00 PV 0.8 Pipe: 17 -53.5 1.610 PL 9.00 PF 0.9 17 34.0 8.0 44.7 53.5 8.4 120 FTG ---- PE 0.0 18 34.0 8.0 45.6 54.0 0.100 TL 9.00 PV 0.5 Pipe: 18 -107.5 2.067 PL 8.00 PF 1.9 18 34.0 8.0 45.6 54.0 10.3 120 FTG T PE 0.0 R3 34.0 0.0 47.5 0.0 0.107 TL 18.00 PV 0.7 Pipe: 19 -53.7 2.067 PL 9.00 PF 0.3 19 34.0 8.0 45.0 53.7 5.1 120 FTG ---- PE 0.0 20 34.0 8.0 45.3 53.8 0.030 TL 9.00 PV 0.2 Pipe: 20 -107.5 2.067 PL 9.00 PF 1.0 20 34.0 8.0 45.3 53.8 10.3 120 FTG ---- PE 0.0 21 34.0 8.0 46.2 54.4 0.107 TL 9.00 PV 0.7 Pipe: 21 -161.9 2.469 PL 1.00 PF 1.3 21 34.0 8.0 46.2 54.4 10.8 120 FTG T PE 0.0 R3 34.0 0.0 47.5 0.0 0.096 TL 13.00 PV 0.8 Pipe: 22 -397.3 3.068 PL 2.00 PF 3.0 R1 34.0 0.0 43.9 0.0 17.2 120 FTG T PE 0.9 C1 32.0 0.0 47.7 0.0 0.176 TL 17.00 PV 2.0 Pipe: 23 -406.2 3.068 PL 2.00 PF 3.1 R2 34.0 0.0 45.9 0.0 17.6 120 FTG T PE 0.9 C2 32.0 0.0 49.9 0.0 0.184 TL 17.00 PV 2.1 Pipe: 24 -269.4 2.469 PL 2.00 PF 3.5 R3 34.0 0.0 47.5 0.0 18.1 120 FTG T PE 0.9 C3 32.0 0.0 51.8 0.0 0.247 TL 14.00 PV 2.2 Pipe: 25 -397.3 3.068 PL 12.00 PF 2.1 C1 32.0 0.0 47.7 0.0 17.2 120 FTG ---- PE 0.0 C2 32.0 0.0 49.9 0.0 0.176 TL 12.00 PV 2.0 Pipe: 26 -803.5 4.026 PL 11.38 PF 2.0 C2 32.0 0.0 49.9 0.0 20.3 120 FTG PE 0.0 C3 32.0 0.0 51.8 0.0 0.173 TL 11.38 PV 2.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Date: 02/03/1995 JOB TITLE: LEVITZ RACK- REMOTE AREA #1 PIPE DATA (cont.) Page 5 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 -1072.9 5.047 PL 21.50 PF 2.1 C3 32.0 0.0 51.8 0.0 17.2 120 FTG ---- PE 0.0 C4 32.0 0.0 53.9 0.0 0.098 TL 21.50 PV 2.0 Pipe: 28 -1072.9 6.065 PL 102.50 PF 5.3 C4 32.0 0.0 53.9 0.0 11.9 120 FTG T PE 0.0 C5 32.0 0.0 59.2 0.0 0.040 TL 132.50 PV 1.0 Pipe: 29 -1072.9 8.071 PL 50.00 PF 1.0 C5 32.0 0.0 59.2 0.0 6.7 120 FTG ET PE 0.0 C6 32.0 0.0 60.3 0.0 0.010 TL 103.00 PV 0.3 Pipe: 30 -1072.9 8.071 PL 34.00 PF 0.7 C6 32.0 0.0 60.3 0.0 6.7 120 FTG GA PE 13.9 C7 0.0 0.0 74.9 0.0 0.010 TL 73.00 PV 0.3 Pipe: 31 -1072.9 10.280 PL 50.00 PF 0.5 C7 0.0 0.0 74.9 0.0 4.1 140 FTG 2TL PE 1.3 Q -3.0 0.0 76.6 0.0 0.002 TL 204.28 PV 0.1 Pipe: 31A -1397.4 10.280 PL 100.00 PF 0.7 Q -3.0 0.0 76.6 0.0 5.4 140 FTG TG PE 0.0 CITY -3.0 SRCE 77.3 (N/A) 0.004 TL 173.15 PV 0.2 Pipe: 32 -30.7 1.542 PL 9.00 PF 0.4 A 21.0 5.6 30.0 30.7 5.3 120 FTG ---- PE 0.0 B 21.0 5.6 30.4 30.9 0.044 TL 9.00 PV 0.2 Pipe: 33 -61.5 1.542 PL 9.00 PF 1.4 B 21.0 5.6 30.4 30.9 10.6 120 FTG ---- PE 0.0 C 21.0 5.6 31.8 31.6 0.159 TL 9.00 PV 0.8 Pipe: 34 -93.1 1.752 PL 9,00 PF 1.7 C 21.0 5.6 31.8 31.6 12.4 120 FTG ---- PE 0.0 D 21.0 5.6 33.5 32.4 0.184 TL 9.00 PV 1.0 Pipe: 35 -125.5 1.752 PL 9.00 PF 2.9 D 21.0 5.6 33.5 32.4 16.7 120 FTG ---- PE 0.0 E 21.0 5.6 36.4 33.8 0.320 TL 9.00 PV 1.9 Pipe: 36 -159.3 2.227 PL 68.00 PF 12.1 E 21.0 5.6 36.4 33.8 13.1 120 FTG T PE 0.0 F 21.0 0.0 48.4 0.0 0.155 TL 78.00 PV 1.2 Pipe: 37 -324.5 2.727 PL 9.00 PF 3.2 F 21.0 0.0 48.4 0.0 17.8 120 FTG E PE -3.9 M 30.0 0.0 47.8 0.0 0.215 TL 15.00 PV 2.1 Pipe: 38 -32.0 1.542 PL 9.00 PF 0.4 G 16.0 5.6 32.6 32.0 5.5 120 FTG ---- PE 0.0 H 16.0 5.6 33.1 32.2 0.048 TL 9.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS • Date: 02/03/1995 JOB TITLE: LEVITZ RACK- REMOTE AREA #1 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) NODES (FT) (K) (PSI) (GPM) F.L./FT Pipe: 39 16.0 16.0 Pipe: 40 16.0 16.0 Pipe: 41 16.0 16.0 Pipe: 42 16.0 16.0 Pipe: 43 16.0 21.0 Pipe: 44 30.0 30.0 Pipe: 45 30.0 30.0 Pipe: 46 30.0 0.0 Pipe: 47 0.0 -3.0 5.6 33.1 5.6 34.6 5.6 34.6 5.6 36.4 5.6 36.4 5.6 37.4 5.6 37.4 0.0 50.3 0.0 50.3 0.0 48.4 0.0 47.8 0.0 61.7 0.0 61.7 0.0 61.8 0.0 61.8 0.0 75.2 0.0 75.2 0.0 76.6 -64.2 1.542 PL 9.00 32.2 11.0 120 FTG ---- 33.0 0.172 TL 9.00 -97.2 1.752 PL 9.00 33.0 12.9 120 FTG 33.8 0.199 TL 9.00 -130.9 2.227 33.8 10.8 120 34.2 0.108 - 165.2 2.227 34.2 13.6 120 0.0 0.165 -165.2 2.727 0.0 9.1 120 0.0 0.062 - 324.5 2.727 0.0 17.8 120 0.0 0.215 - 324.5 6.065 0.0 3.6 120 0.0 0.004 PL 9.00 FTG ---- TL 9.00 PL 68.00 FTG T TL 78.00 PL 5.00 FTG ---- TL 5.00 PL 46.75 FTG ET TL 64.75 PL 6.00 FTG E TL 20.00 - 324.5 6.065 PL 30.00 0.0 3.6 120 FTG ETGA 0.0 0.004 TL 105.00 - 324.5 10.280 PL 250.00 0.0 1.3 140 FTG 2T2L 0.0 0.000 TL 425.56 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer under license no. 028I582 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 The system has been balanced to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.152 gpm. Page 6 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 1.6 0.0 0.8 1.8 0.0 1.1 1.0 0.0 0.8 12.9 0.0 1.2 0.3 -2.2 0.6 13.9 0.0 2.1 0.1 0.0 0.1 0.5 13.0 0.1 0.1 1.3 0.0 program Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 20.3 ft/sec at pipe 26. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 02/03/1995 JOB TITLE: LEVITZ RACK- REMOTE AREA #1 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP Page 7 PAGE: A MATERIAL: S40 HWC: 120 Diameter 'Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyV1v GatV1v AlmChk DPV1v 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 10.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 10.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 15.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 19.00 8.071 18.00 35.00 13.00 45.00 12.00 4.00 35.00 27.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 02/03/1995 JOB TITLE: LEVITZ RACK- REMOTE AREA #1 WATER SUPPLY CURVE 180+ 165+ 150+ 135+ P120+ R ; E ' S ' S105+ U ' R ; E ; 90+ ( ' P ; S ; X I 75+ 60+ 45+ 30+ 15+ \\\\ 0\\\\\\ LEGEND X = Required Water Supply 77.28 psi @ 1897.4 gpm 0 = Available Water Supply 142.21 psi @ 1897.4 gpm Page 8 \\\\\ 105.0 psi @ 8000 gpm-> Flow Test Point 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) FIRE SYSTEMS WEST, INC. 219 FRONTAGE ROAD NORTH, SUITE B PACIFIC, WASHINGTON 98047 HYDRAULIC CALCULATIONS FOR LEVITZ RACK-TUKWILA, WA. SYSTEM #2 FILE NAME: LEVITZ2 JOB NUMBER: 7655 DATE: 02/08/95 -DESIGN DATA - OCCUPANCY CLASSIFICATION: CLASS 3 COMMODITY DENSITY: .38 gpm/sq. ft. AREA OF APPLICATION: 2000 sq. ft. COVERAGE PER SPRINKLER: 96.8 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 21 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1405 gpm TOTAL WATER REQUIRED (including hose): 1905 gpm FLOW AND PRESSURE (@ BOR): 1405 gpm @ 73.8 psi SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF CONTRACTOR: FIRE SYSTEMS WEST DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: PAUL BOZE CITY OF TUKWILA FIRESWI 140B1 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 028I582) HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER,SYSTEM HYDRAULIC ANALYSIS Date: 02/03/1995 JOB TITLE: LEVITZ RACK- REMOTE AREA #2 WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC RESID. FLOW AVAIL. TOTAL PRESS. PRESS. @ PRESS. @ DEMAND (PSI) (PSI) (GPM) (PSI) (GPM) Page 1 LEVITZ2 REQ'D PRESS. (PSI) 145.0 105.0 8000.0 142.2 1905.9 77.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE (FT) (PSI) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 R1 R2 B1 B2 B3 B4 B5 B6 B7 A B C D 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 34.0 32.0 32.0 32.0 32.0 32.0 32.0 0.0 21.0 21.0 21.0 21.0 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 5.60 K= 5.60 K= 5.60 K= 5.60 40.0 41.5 42.3 43.9 46.8 29.0 31.9 36.2 37.5 39.9 43.5 44.6 37.2 38.8 39.7 41.4 47.9 44.1 44.4 45.3 49.6 51.4 49.0 55.6 55.3 55.2 55.2 58.0 58.9 73.8 34.2 34.6 36.2 38.1 1905.9 GPM 500.0 GPM 0.0 GPM 1405.9 GPM DISCHARGE (GPM) 50.6 51.5 52.0 53.0 54.8 43.1 45.2 48.1 49.0 50.5 52.8 53.4 48.8 49.9 50.4 51.5 55.4 53.1 53.3 53.9 56.3 32.7 32.9 33.7 34.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 02/03/1995 JOB TITLE: LEVITZ RACK- REMOTE AREA #2 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) E 21.0 K= 5.60 41.3 36.0 F 21.0 46.5 - - - G 16.0 K= 5.60 30.0 30.7 H 16.0 K= 5.60 30.4 30.9 I 16.0 K= 5.60 31.8 31.6 J 16.0 K= 5.60 33.5 32.4 K 16.0 K= 5.60 36.4 33.8 L 16.0 48.4 M 30.0 46.0 N 30.0 60.3 O 30.0 60.4 P 0.0 73.8 CITY -3.0 SOURCE 77.6 1405.9 Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 02/03/1995 JOB TITLE: LEVITZ RACK- REMOTE AREA #2 PIPE DATA Page 3 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 -50.6 1.380 PL 8.00 PF 1.5 1 34.0 8.0 40.0 50.6 10.8 120 FTG ---- PE 0.0 2 34.0 8.0 41.5 51.5 0.190 TL 8.00 PV 0.8 Pipe: 2 -102.1 2.067 PL 8.00 PF 0.8 2 34.0 8.0 41.5 51.5 9.8 120 FTG ---- PE 0.0 3 34.0 8.0 42.3 52.0 0.098 TL 8.00 PV 0.6 Pipe: 3 -154.1 2.067 PL 8.00 PF 1.7 3 34.0 8.0 42.3 52.0 14.7 120 FTG ---- PE 0.0 4 34.0 8.0 43.9 53.0 0.209 TL 8.00 PV 1.5 Pipe: 4 -207.2 2.067 PL 8.00 PF 2.9 4 34.0 8.0 43.9 53.0 19.8 120 FTG ---- PE 0.0 5 34.0 8.0 46.8 54.8 0.361 TL 8.00 PV 2.6 Pipe: 5 -261.9 2.469 PL 7.50 PF 4.6 5 34.0 8.0 46.8 54.8 17.6 120 FTG T PE 0.0 R1 34.0 0.0 51.4 0.0 0.235 TL 19.50 PV 2.1 Pipe: 6 -43.1 1.049 PL 0.50 PF 3.0 6 34.0 8.0 29.0 43.1 16.0 120 FTG T PE 0.0 7 34.0 8.0 31.9 45.2 0.537 TL 5.50 PV 1.7 Pipe: 7 -88.2 1.380 PL 8.00 PF 4.3 7 34.0 8.0 31.9 45.2 18.9 120 FTG ---- PE 0.0 8 34.0 8.0 36.2 48.1 0.533 TL 8.00 PV 2.4 Pipe: 8 -136.4 2.067 PL 8.00 PF 1.3 8 34.0 8.0 36.2 48.1 13.0 120 FTG ---- PE 0.0 9 34.0 8.0 37.5 49.0 0.167 TL 8.00 PV 1.1 Pipe: 9 -185.4 2.067 PL 8.00 PF 2.4 9 34.0 8.0 37.5 49.0 17.7 120 FTG ---- PE 0.0 10 34.0 8.0 39.9 50.5 0.294 TL 8.00 PV 2.1 Pipe: 10 -235.9 2.067 PL 8.00 PF 3.7 10 34.0 8.0 39.9 50.5 22.6 120 FTG ---- PE 0.0 11 34.0 8.0 43.5 52.8 0.460 TL 8.00 PV 3.4 Pipe: 11 -288.7 2.469 PL 7.50 PF 5.5 11 34.0 8.0 43.5 52.8 19.3 120 FTG T PE 0.0 R2 34.0 0.0 49.0 0.0 0.281 TL 19.50 PV 2.5 Pipe: 12 -53.4 1.049 PL 0.50 PF 4.4 12 34.0 8.0 44.6 53.4 19.8 120 FTG T PE 0.0 R2 34.0 0.0 49.0 0.0 0.802 TL 5.50 PV 2.6 Pipe: 13 -48.8 1.380 PL 9.00 PF 1.6 13 34.0 8.0 37.2 48.8 10.5 120 FTG ---- PE 0.0 14 34.0 8.0 38.8 49.9 0.178 TL 9.00 PV 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 02/03/1995 JOB TITLE: LEVITZ RACK- REMOTE AREA #2 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) NODES (FT) (K) (PSI) (GPM) F.L./FT Pipe: 14 14 34.0 15 34.0 Pipe: 15 15 34.0 16 34.0 Pipe: 16 16 34.0 17 34.0 Pipe: 17 17 34.0 B3 32.0 Pipe: 18 18 34.0 19 34.0 Pipe: 19 20 19 34.0 34.0 Pipe: 20 20 34.0 21 34.0 Pipe: 20A 21 34.0 B4 32.0 Pipe: R1 B1 Pipe: R2 B2 21 34.0 32.0 22 34.0 32.0 Pipe: 23 B1 32.0 B2 32.0 Pipe: B2 33 24 32.0 32.0 Pipe: 25 B3 32.0 B4 32.0 8.0 38.8 8.0 39.7 8.0 39.7 8.0 41.4 8.0 41.4 8.0 47.9 8.0 47.9 0.0 55.2 8.0 44.1 8.0 44.4 8.0 44.4 8.0 45.3 8.0 45.3 8.0 49.6 8.0 49.6 0.0 55.2 0.0 51.4 0.0 55.6 0.0 49.0 0.0 55.3 0.0 55.6 0.0 55.3 0.0 55.3 0.0 55.2 0.0 55.2 0.0 55.2 - 98.7 2.067 PL 9.00 49.9 9.4 120 FTG ---- 50.4 0.092 TL 9.00 -149.1 2.067 50.4 14.3 120 51.5 0.197 -200.6 2.067 51.5 19.2 120 55.4 0.340 -255.9 2.067 55.4 24.5 120 0.0 0.534 - 53.1 2.067 53.1 5.1 120 53.3 0.029 - 106.4 2.067 53.3 10.2 120 53.9 0.105 - 160.3 2.067 53.9 15.3 120 56.3 0.225 - 216.6 56.3 20.7 0.0 2.067 120 0.392 - 261.9 2.469 0.0 17.6 120 0.0 0.235 -342.1 2.469 0.0 22.9 120 0.0 0.385 814.6 6.065 0.0 9.0 120 0.0 0.024 PL 9.00 FTG TL 9.00 PL 9.00 FTG T TL 19.00 PL 2.00 FTG T TL 12.00 PL 9.00 FTG ---- TL 9.00 PL 9.00 FTG TL 9.00 PL 9.00 FTG T TL 19.00 PL 2.00 FTG T TL 12.00 PL 2.00 FTG T TL 14.00 PL 2.00 FTG T TL 14.00 PL 12.00 FTG ---- TL 12.00 472.5 6.065 PL 11.42 0.0 5.2 120 FTG 0.0 0.009 TL 11.42 216.6 6.065 PL 11.50 0.0 2.4 120 FTG ---- 0.0 0.002 TL 11.50 Page 4 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.8 0.0 0.6 1.8 0.0 1.4 6.5 0.0 2.5 6.4 0.9 4.0 0.3 0.0 0.2 0.9 0.0 0.7 4.3 0.0 1.6 4.7 0.9 2.9 3.3 0.9 2.1 5.4 0.9 3.5 0.3 0.0 0.6 0.1 0.0 0.2 0.0 0.0 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 02/03/1995 JOB TITLE: LEVITZ RACK- REMOTE AREA #2 PIPE DATA (cont.) Page 5 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: 26 -1076.6 6.065 PL 47.00 PF 2.5 B1 32.0 0.0 55.6 0.0 12.0 120 FTG E PE 0.0 B5 32.0 0.0 58.0 0.0 0.040 TL 61.00 PV 1.0 Pipe: 27 -1076.6 8.071 PL 50.00 PF 0.9 B5 32.0 0.0 58.0 0.0 6.8 120 FTG T PE 0.0 B6 32.0 0.0 58.9 0.0 0.010 TL 85.00 PV 0.3 Pipe: 28 -1076.6 8.071 PL 32.00 PF 1.1 B6 32.0 0.0 58.9 0.0 6.8 120 FTG TGA PE 13.9 B7 0.0 0.0 73.8 0.0 0.010 TL 106.00 PV 0.3 Pipe: 29 -1405.9 10.280 PL 300.00 PF 2.5 B7 0.0 0.0 73.8 0.0 5.4 140 FTG 3E4TG PE 1.3 CITY -3.0 SRCE 77.6 (N/A) 0.004 TL 660.43 PV 0.2 Pipe: 30 -32.7 1.542 PL 9.00 PF 0.4 A 21.0 5.6 34.2 32.7 5.6 120 FTG ---- PE 0.0 B 21.0 5.6 34.6 32.9 0.050 TL 9.00 PV 0.2 Pipe: 31 -65.7 1.542 PL 9.00 PF 1.6 B 21.0 5.6 34.6 32.9 11.3 120 FTG ---- PE 0.0 C 21.0 5.6 36.2 33.7 0.180 TL 9.00 PV 0.9 Pipe: 32 -99.4 1.752 PL 9.00 PF 1.9 C 21.0 5.6 36.2 33.7 13.2 120 FTG ---- PE 0.0 D 21.0 5.6 38.1 34.6 0.208 TL 9.00 PV 1.2 Pipe: 33 -134.0 1.752 PL 9.00 PF 3.2 D 21.0 5.6 38.1 34.6 17.8 120 FTG ---- PE 0.0 E 21.0 5.6 41.3 36.0 0.361 TL 9.00 PV 2.1 Pipe: 34 -170.0 2.727 PL 68.00 PF 5.2 E 21.0 5.6 41.3 36.0 9.3 120 FTG T PE 0.0 F 21.0 0.0 46.5 0.0 0.065 TL 80.00 PV 0.6 Pipe: 35 -329.3 2.727 PL 9.00 PF 3.3 F 21.0 0.0 46.5 0.0 18.1 120 FTG E PE -3.9 M 30.0 0.0 46.0 0.0 0.221 TL 15.00 PV 2.2 Pipe: 36 -30.7 1.542 PL 9.,00 PF 0.4 G 16.0 5.6 30.0 30.7 5.3 120 FTG ---- PE 0.0 H 16.0 5.6 30.4 30.9 0.044 TL 9.00 PV 0.2 Pipe: 37 -61.5 1.542 PL 9.00 PF 1.4 H 16.0 5.6 30.4 30.9 10.6 120 FTG ---- PE 0.0 I 16.0 5.6 31.8 31.6 0.159 TL 9.,00 PV 0.8 Pipe: 38 -93.1 1.752 PL 9.00 PF 1.7 I 16.0 5.6 31.8 31.6 12.4 120 FTG ---- PE 0.0 J 16.0 5.6 33.5 32.4 0.184 TL 9.00 PV 1.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 02/03/1995 JOB TITLE: LEVITZ RACK- REMOTE AREA #2 PIPE DATA (cont.) Page 6 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: 39 -125.5 1.752 PL 9.00 PF 2.9 J 16.0 5.6 33.5 32.4 16.7 120 FTG ---- PE 0.0 K 16.0 5.6 36.4 33.8 0.320 TL 9.00 PV 1.9 Pipe: 40 -159.3 2.227 PL 68.00 PF 12.1 K 16.0 5.6 36.4 33.8 13.1 120 FTG T PE 0.0 L 16.0 0.0 48.4 0.0 0.155 TL 78.00 PV 1.2 Pipe: 41 -159.3 2.727 PL 5.00 PF 0.3 L 16.0 0.0 48.4 0.0 8.8 120 FTG ---- PE -2.2 F 21.0 0.0 46.5 ' 0.0 0.058 TL 5.00 PV 0.5 Pipe: 42 -329.3 2.727 PL 46.75 PF 14.3 M 30.0 0.0 46.0 0.0 18.1 120 FTG ET PE 0.0 N 30.0 0.0 60.3 0.0 0.221 TL 64.75 PV 2.2 Pipe: 43 -329.3 6.065 PL 6.00 PF 0.1 N 30.0 0.0 60.3 0.0 3.7 120 FTG E PE 0.0 O 30.0 0.0 60.4 0.0 0.005 TL 20.00 PV 0.1 Pipe: 44 -329.3 6.065 PL 30.00 PF 0.4 O 30.0 0.0 60.4 0.0 3.7 120 FTG TGA PE 13.0 P 0.0 0.0 73.8 0.0 0.005 TL 91.00 PV 0.1 Pipe: 45 -329.3 8.071 PL 3.00 PF 0.0 P 0.0 0.0 73.8 0.0 2.1 120 FTG T PE 0.0 B7 0.0 0.0 73.8 0.0 0.001 TL 38.00 PV 0.0 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 028I582 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.177 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 24.5 ft/sec at pipe 17. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 02/03/1995 JOB TITLE: LEVITZ RACK- REMOTE AREA #2 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP Page 7 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatV1v A1mChk DPV1v 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 19.00 8.071 18.00 35.00 13.00 45.00 12.00 4.00 35.00 27.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 02/03/1995 JOB TITLE: LEVITZ RACK- REMOTE AREA #2 WATER SUPPLY CURVE 180+ 165+ 150+ *\ \\\\\\ 135+ \\\\\\ S \\\\\\ \\\\\\ P120+ \\\\\\ R , \\\\\\ E \\\\\\ S � \\\\\ 5105+ 105.0 psi @ 8000 gpm-> U ; Flow Test Point R ; E ; 90+ ( 1 P ; S ; X I 75+ ) ' 60+ 45+ 30+ LEGEND 15+ 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) \\\\ 0\\\\\\ Page 8 X = Required Water Supply 77.62 psi @ 1905.9 gpm 0 = Available Water Supply 142.18 psi @ 1905.9 gpm * LAK"" /Iv'��a/2LAA/ Z-- /✓//J/ A/FP,�' /3 14/✓L 72 !& 77JA-__7(//4 ACCEPTED WITHOUT COMMENTS. AS NOTED IN REO 70-0/tR ATTACH -;ED LETTER The drawings affixed hereto have been reviewed and acc3;;tei by the City of Tukwila Fire De ;+. '.:;tins, deletions or re'isi.ons t.) ' a;ngs efter this date will ET;: ';JiII require rr r,...i� c. Iruwings. Final ins,aec '• „i dep. It . en -'iel 1- �� this DATE:,' Z - Y: CITY OF TUKWILA 5)5-440/ ia-Pc.5)11'011( AtuUueolg, 6-6-1 7-104 4;4_5 GGA FILE TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job a n:I exact aJdre_s for shut- down dr rest,;ration ap,,roval. 0 k EL] 65-,L iLE I rL PLAiV _SLA- L C , '/2: / . 3' l Fl// l / ^7L O/ 3, C. t// rZ. P JY, TUKIJ/LA 1J/63 /"ILYYZE F IZE 7720T /sc.„2/ SE. /�//�Yl/,GJLLEYAD, Z7/-598 D1ZAki/N 1.7 ,4/ / l,/O/ZY 7D L? /Al .4 /g7)/22),4A/C// Z/ N fin, /3 is4A71b 711E /c/L, ,4_513U/ L7- 2ffv/S/0 /S /-1-"70 Dam; 70-10-89 ! 50/V/E77Z1 C JVO CA LE. NE/J E2$51.-1-/ rLCDIZ PLAN __SL.4 LE , '/22 _ / =Or /FVJI� / ^7( LD / S. CEA/7E/2. Pt'J/Y. TUK/J/L A 7 LJ,) /''I= �ITaZC)T /B1,021 .SE. /q4Yl/.G711EY1211 /S5,4/d//f1N l✓A- cWZ7 2:71- _5.3-5 DTZAVIN& �1 / / 4/3r21 LL/V 4Z.C..Di2 ./,./(7' / //tom/ A/ FP,4 ? / 3 14,AlL 72 & ! )h.:-/ /// 7772Z. D��_.: /0/ ACCEPTED ID WITHOUT COMMENTS. Q AS NOTED IN RED R THE ATTACHED LETTER_ The drawings affixed - . - 1 . *— reviewed . reviewed and accepted • Tukwila Fire Dept. Addit ons, deletions or revisions to tics ; :i awings after this date will void this „1::4ptance and will require a resubmittal cf revised drawings. Final acceptance is subject to field - inspection by a redreseniative of this department FILE DATE BY: CITY tiF T'zK ILAqy 2. 5-/5-440, d /Jra.v� e h q $• G� X4 e 4cad ,r 642,�y 4U/ -7:ti 7,7 s r 1 h44 0.-1 14(A TUKWILA FIRE >E1 --)Ari i dl�i�r Please call: 575-4407 and give this job No._ g ' /77 and exact address for shut- down or restoration approval. D5-1- /LL r c »z PLAN ._SLA LC ; "/2_" I'-0'' /F--V/T/ / 7 D / S, crA/7-E,2 17/MY/ TUK/til /LA 1J/1 MOO/LE 1- /l? R207— /5602.1 2 /'/56ZI 5C /114Y ///LAY /2D, ("7802_7 Z-7 / - /-f lor- l E.O.L. 185 185 4MINM ^� ��pr 110 , 4.1A .115 L -1A -3A $75 • f3A 1A TO FACP 3A 1 Eyva f -2A J 110 185 185 E.O.L. 4-2A }-3A }4A 5A a 0 0 185 185 6185 ()185 185 f4A 5A -f }-2A f2A 4-3A 185 TO P. `5 \ 110 185 -r2A 185 TO FACP /3A �4 A TO FACP ii 4_4A 7 SHONROOM FIRE ALARM PLAN SCALE 1/16=1.--0" C!) CO 0 0 n 0 �L7 O r— D rn - n D 1A 2A 110 110 75 75 75 75 75 15 15 - VII 15 15 v V Y 15 15 1111; 11; 111 ID :i; • • l©; E.O.L. I' 110 - 185 185 75 110 185 - 185 185 = 185 185 185 185 185 110 3A 110 1C 110 185 185 185 M 0El 0 8A RJ31 X TELCO 120VAC • E.O.L. E.O.L. E.O.L. E.O.L. 185 185 185 185 185 12A 185 185 185 185 185 110 185 110 110 185 185 75 185 185 185 185 185 185 1OA E.O.L. E.O.L. 185 185 185 185 185 185 185 E.O.L. 185 185 185 185 185 185 185 9A E.O.L. 185 185 185 185 185 185 185 185 185 185 ENLARGED ENTRY PLAN SCALE FIRE ALARM RISER SCALE N.T.S. E.O.L. E.O.L. E.O.L. E.O.L. O Without Comments ( As Noted in Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire revention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which co not authorize violations of adopted .Za<ndards and carp;i,, rces. Me responsibility for the adequacy of d.:;: o .est: cotct'fir intli-i the designer. Add tons, dele:lot n5 (4; !r uF)Si ,i; lir VO these drawingssafter this oate +rill v73Ir.� f ,i2 and will require a resubmittal of for subsequent approval. Final acceptance is sub_ „t t : dd test and inspection by ne Tukwila Fire Prevent~': LLureau• Date: g-3 i° By: s i FIRE &SECURITY www.kirbyelectric.com fiiMM-A FIRE DEPART4Eh1>L Please call: 575-440Z and give this jolrt r o. / o - and exact address for shut, lawn or restoration aoor va �rhs iI1 Ni544-;oz.s a+ AIL e-44Cr;pv CX,fiS —14.11 . 4i' t'•`ss dev1(r)-h S{ 0,0(d.tssas4 locglf' 04 0.4 etwiwt -.r-1411 basks & ,llc Ligt..rs Oh akdArle4A FA* Ps circ,:+-S+•wl.vs. - -:Th,-iAri a circ oty+- • %<ko-,4 /4/s c• - - - FIRE ALARM LEGEND WIRING LEGEND SYMBOL DESCRIPTION E SYMBOL DESCRIPTION i SMOKE DETECTOR DEVICE FACP HEIGHT FIRE ALARM CONTROL PANEL 14 GAUGE 2 CONDUCTOR i1 B OUTDOOR HORN/STROBE 96" P.S. HORN/STROBE POWER SUPPLY 80" CIRCUIT NUMBER PULL STATION - - 48" - PIV ALARM CONTROL POST INDICATOR VALVE 60" POWER SUPPLY P 60" - FIRE ALARM MANUAL PULL 5. TATION 01 FIRE ALARM HORN/STROBE INDICATES CANDELA RATIN 3 1I 01 CEILING MNT. FIRE ALARM HORN/STROBE # INDICATES CANDELA RATIN 60" 6 E td rt MINI—HORN i S - WALL MNT. FIRE ALARM STR�BE # INDICATES CANDELA RATING ONLY QSp `o CEILING MNT. FIRE ALARM S # INDICATES CANDELA RATIN ROBE ONLY PMMil ANNUNCIATOR ' 3 DRY FLOW SWITCH 1 M WATERFLOW SWITCH HL HIGH/LOW AIR i` - T TAMPER SWITCH r L 3 DRY TAMPER SWITCH R RELAY s 1- OSMOKE DETECTOR SS SMOKE- DETECTOR W/ SOUIWER Nf. - '''' - _,...,..-;? . BASE i„,.___ 3 SPEAKER STROBE = INDICATES CANDELA RATIN. _ : - MS WALL—MOUNT SPEAKER STROBE # INDICATES CANDELA RATING �- DUCT SMOKE DETECTOR OSPRINKLER RISER B EXTERIOR BELL - WB WATER BELL } E.O.L. END OF LINE - RESISTOR - (E) - EXISTING NOTE: - NOT ALL SYMBOLS ARE USED IN THESE DRAWINGS O Without Comments ( As Noted in Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire revention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which co not authorize violations of adopted .Za<ndards and carp;i,, rces. Me responsibility for the adequacy of d.:;: o .est: cotct'fir intli-i the designer. Add tons, dele:lot n5 (4; !r uF)Si ,i; lir VO these drawingssafter this oate +rill v73Ir.� f ,i2 and will require a resubmittal of for subsequent approval. Final acceptance is sub_ „t t : dd test and inspection by ne Tukwila Fire Prevent~': LLureau• Date: g-3 i° By: s i FIRE &SECURITY www.kirbyelectric.com fiiMM-A FIRE DEPART4Eh1>L Please call: 575-440Z and give this jolrt r o. / o - and exact address for shut, lawn or restoration aoor va �rhs iI1 Ni544-;oz.s a+ AIL e-44Cr;pv CX,fiS —14.11 . 4i' t'•`ss dev1(r)-h S{ 0,0(d.tssas4 locglf' 04 0.4 etwiwt -.r-1411 basks & ,llc Ligt..rs Oh akdArle4A FA* Ps circ,:+-S+•wl.vs. - -:Th,-iAri a circ oty+- • %<ko-,4 /4/s c• - - - NOTES 1. CEILING TO BE OPEN 2. ALL WIRE IN CONDUIT IN OPEN AREA 3. EXISTING FACP TO BE REMOVED AND EXISTNG FLOWS & TAMPERS TO BE TIED INTO THE NEW FACP- - - WIRING LEGEND DEVICE - HEIGHT SCHEDULE E SYMBOL DESCRIPTION i SMOKE DETECTOR DEVICE - HEIGHT A 14 GAUGE 2 CONDUCTOR (FPLR) B OUTDOOR HORN/STROBE 96" C HORN/STROBE _ 80" CIRCUIT NUMBER PULL STATION - - 48" - FIRE ALARM CONTROL PANEL 60" POWER SUPPLY -- 60" - 5 BELL 96" ANNUNCIATOR 60" 6 DUCT DETECTOR td rt NOTES 1. CEILING TO BE OPEN 2. ALL WIRE IN CONDUIT IN OPEN AREA 3. EXISTING FACP TO BE REMOVED AND EXISTNG FLOWS & TAMPERS TO BE TIED INTO THE NEW FACP- - - WIRING LEGEND C D E SYMBOL DESCRIPTION i SMOKE DETECTOR i 4) , A 14 GAUGE 2 CONDUCTOR (FPLR) B 16 GAUGE 2 CONDUCTOR (FPLR) C 16/2 SPEAKER CIRCUIT # CIRCUIT NUMBER - WATER FLOW - NOTES 1. CEILING TO BE OPEN 2. ALL WIRE IN CONDUIT IN OPEN AREA 3. EXISTING FACP TO BE REMOVED AND EXISTNG FLOWS & TAMPERS TO BE TIED INTO THE NEW FACP- - - FIRE ALARM SYSTEM MATRIX SCALE N. T.S. PAID JUL 14 2010 TUKWILAFIRE =1/(4,f A3 -t.5:9 4826 'B' St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 ASHLEY FURNITURE ASHLEY. FURNITURE 17601 SOUTHCENTER PKWY TUKWILA. WA 98188 REVISIONS: 7-14-10 SCALE: SEE PLAN DATE: 5-21-10 DRAWNBY:VK CHECKED BY: JOB NO.: SHEET 8 C D E NOTES: 1 SMOKE DETECTOR i 4) , _ - 2 PULL STATION - 4 I' -0 - - 3 WATER FLOW - 4 TAMPERS - - 1- - - - 5 PIV -- - - 6 DUCT DETECTOR td rt - - A- i= BCDE - - - FIRE ALARM SYSTEM MATRIX SCALE N. T.S. PAID JUL 14 2010 TUKWILAFIRE =1/(4,f A3 -t.5:9 4826 'B' St. NW Suite 101 Auburn, Washington 98001 (253) 859-2000 (FAX) 859-2363 ASHLEY FURNITURE ASHLEY. FURNITURE 17601 SOUTHCENTER PKWY TUKWILA. WA 98188 REVISIONS: 7-14-10 SCALE: SEE PLAN DATE: 5-21-10 DRAWNBY:VK CHECKED BY: JOB NO.: SHEET z 185 r - t7A WEST WAREHOUSE FIRE ALARM PLAN SCAMS 1"0" iO 185 `9A 185 -*-----9A �7A 185 r- T8A 185 9A 185 —17A 185 185 185 7A TO TO PS -1 "r8A r— t 1-9A F 185 185 9A TO PS-1� -1-8A 185 ilr8A TO PS -1— N6 185 OFFICE FIRE &SECURITY www.kirbyelectric.com 4826 "8" St. NW Suite 101 Auburn. Washington 98001 (253) 859-2000 (FAX) 859-2363 ASHLEY FURNITURE ASHLEY FURNITURE 17601 SOUTHCENTER PKWY TUKWILA. WA 98188 REVISIONS: SCALE: 1.3.20'0" DAT 14-10 DRAWN • YVK CHECKED BY: SHEET FA2 JOB NO.: OF 1B 185 185 185 T11 185 Ma- T OA 185 I I T12A EAST WAREHOUSE FIRE ALARM PLAN SCALE 111620=0° io 185 -----�4---- f � r � T12A T10 7 k 185 —t-11 A T 185 -t12A 185 185 185 T10A 185 1 TO PS -1 OFFICE - OFFICE OFFICE 185 TO PS -2 11A - PS -C1 LN TO FACP- 1 B PS -2 1B -f 185 TO PS -2 12A J FIRE &SECURITY www.kirbye lectric.com 4826 '8' St. NW Suite 101 Auburn. Washington 98001 (253) 859-2000 (FAX) 859-2363 ASHLEY FURNITURE ASHLEY FURNITURE 17601 SOUTHCENTER PKWY TUKWILA, WA 98188 REVISIONS: SCALE: 1 "1•20'0' DATE;._ 10 DRAWN BYVK CHECKED BY: SHEET FA3 JOB NO.: OF /7&d/5cdel II 2 fl 2 2 5" RACK -SYSTEM CROSS -MAIN 114 112 2 ,-.1-1-11 2 1Y II EXIST. EAST RACK.- ELEVATION VIEW (FACING SOUTH) . SCALE: 1/8" =1'A" 0o - 0- o o 5" RACK -SYSTEM CROSS -MAIN TO 5" RACK -SYSTEM CROSS -MAIN N 21 5" RACK -SYSTEM CRCSS-MAIN 2 0 1Y4 2 1A 111 1Y4 FILE EXISTING SPRINKLER SYSTEM: EXISTING LEVITZ WAREHOUSE IS PROTECTED BT THREE SEPARATE RISER MANIFOLDS, EACH CONSISTING OF AN 8" ALARM VALVE FOR THE OVERHEAD, AND A 6" ALARM VALVE THAT SUPPLIES AN OVERHEAD SYSTEM OF PIPINGFOR RACK -PROTECTION. THE RACK SYSTEM HAS BEEN CAPPED -OFF NEAR THE TOP OF EACH RACK RISER. SCOPE OF WORK: EXIST. WEST RACK - ELEVATION VIEW (FACINGSOUTH SCALE: 1/8" = 1'-0" RE -CONNECT PREVIOUSLY CAPPED -OFF RACK -SYSTEM MAIN •1 F.S.I. IS TO RE -CONNECT THE OVERHEAD IN -RACK SPRINKLER PIPING SO THAT IT ONCE AGAIN SUPPLIES THE IN -RACK SPRINKLER PIPING IN TWO REMAINING DOUBLE -ROW RACKS. THE OVERHEAD RACK SYSTEM MAINS ARE TO BE CAPPED -OFF �T THE FIi�ST ROOVED COUPLING DOWSTREAM OF THE POINT OF CONNECTION. ACCEPTED A.rithr!, of* r-.nrrents • 00 0,:auCIYu Letter -.se plans tlFs rxdaros. - 'OrtS wig{C . :: ros 3"!C' L' :, -)euuasy of des'gr, , 4 cLStS totally with the designer. :7 . , deletions or revisions to these drawings after void this acceptance and will require a re vomittai of revised drawings for subsequent approval. ...wed by The Tukwila Fire • rrnarce with current Gty -;..oject to errors and _ .. r.orize violations of adopted The responsibility for the Anal acceptance is subject to field test and inspection by1 The Tukwila Fire Prevention Bureau. Date: 7 - 2 —dBy: - 1 Fuvoi ltA FIRE DEPARTME 1t Please call: 575-4407 and give this job No. O9l-s-1/ and exact address for shut' -town or rastgation arorowel Nona 1i dro r er�V,rerr� Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approvaL .t7 5 n --C-- — — 6 (EXIST.) (EXIST.) EXISTING AC<( 2 (FXIST� 1D TO RAC( SKTE11- E10ST. ROW SNITCH- -0 6' ALARM VALVE- D" ALVE/6. OS&Y VALVE- X ROI t0 00 8' -TO OVERHEAD SPRMM(LERS -0 - MST. ROW SNITCH -6' ALARM VALVE -6' OSdn VALVE A o0 -10'x8 6' RNICED TEE TYP. EXISTING SPRINKLER RISER SCALE: 1/4" = 1'-0" CAP RACK-SYSTE FEED -MAIN HERE EXISTING TWO RACKS - PLAN VIEW SCALE: 3/32" =1'-0" roe 6 (EXIST.) 5 (EXIST.) f rt 5 (EXIST.) 50 W 5 (EXIST.) 5 (EXIST.) u0 N W 7 CAP RACK -SYSTEM FEED -MAIN • ERE N W CAP RACK -SYSTEM EED-MAI HERE r f N VICINITY MAP iff (NO SCALE) David Liaiecki 393-07-1470 Fire Sprinklers Ing WA CL# FIRESI*988RJ 1014 North Street Sumner, WA 98390 (253) 826-0099 PROJECT: ASHLEY FURNITURE (Old Levitz Showroom & Warehouse) 17601 Southcenter Parkway Tukwila, WA 98188 PAID JUL 22 2009 Tulcwiia tf.,1 St DESIGNER: - Dave Lisiecki DATE: July 20, 2009 SCALE: 1/8" = CONTRACT WITH: Retail Endeavors Group - 1009 West 6th Street, Suite 208 Austin, TX 78703 Steve Noto - Office: (830)515-1345 / CeII: (512) 466-0988 HAZARD: See Notes AHJ: City of Tukwila JOB # 2360 SHEET # FP1 OF 2 EXISTING 21/2_---() RACE EXIS - NG RACK �QC,� - - - - - — - - - 07) - oP (V I TJ ( T # N W 7 CAP RACK -SYSTEM FEED -MAIN • ERE N W CAP RACK -SYSTEM EED-MAI HERE r f N VICINITY MAP iff (NO SCALE) David Liaiecki 393-07-1470 Fire Sprinklers Ing WA CL# FIRESI*988RJ 1014 North Street Sumner, WA 98390 (253) 826-0099 PROJECT: ASHLEY FURNITURE (Old Levitz Showroom & Warehouse) 17601 Southcenter Parkway Tukwila, WA 98188 PAID JUL 22 2009 Tulcwiia tf.,1 St DESIGNER: - Dave Lisiecki DATE: July 20, 2009 SCALE: 1/8" = CONTRACT WITH: Retail Endeavors Group - 1009 West 6th Street, Suite 208 Austin, TX 78703 Steve Noto - Office: (830)515-1345 / CeII: (512) 466-0988 HAZARD: See Notes AHJ: City of Tukwila JOB # 2360 SHEET # FP1 OF 2 5 -4 1- 0 \ rt b.- Mg- IN 414.4) (60 if \ <6-4 frc4CAI."( )1t1 1 oft 0 \ • \ 12. Pc TWO r TA&F 4-5.2.21 gin11,11 O15TAXE BETIVEM1MAGCR5 ry-IN) Arome Pre WE IN 3/4 1 1-1/4 1-1/2 2 2-1/2 J ' 4 6 51TEI-nre N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 ITREAOCO tIGHTWALL N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A COPPER Mee 8-0 8-0 10-0 10-0 12-0 12-0 12-0 15-0 15-0 CNC 5-6 6-0 6-6 7-0 8-0 9-0 10-0 N/A N/A FIURE A-4 -5.211 015TAAGE FROlf 5fRIAKIER TO !!WF ''''' _....C6' FOR f 48' FOR 11/4' - )111X W. FOR WY CR LAR6F-R TUN EXTE1471ERE w 0 E 0 1-0 it 0 { WATER THIN JeFOR r EREATER TAW 45 fCe CREATER T1141 60"FCV W2' a \ zr TABLE 2-6,41 HUGER ROO SIZE PIPE size OMAI OF RCO PIPE SITE MUT CF ROO LF TO MD 4' Mi. 6 NO 6 1/1lAti-WIA6 HANGER c5FAC/NG CHART 0 \ 5- SWIVEL FITTING (FIG. 911) • —SWAY BRACE PIPE (SEE PLAN) 0 (Ps 0 \ —SWAY BRACE ATTACHMENT TOLCO FAST CLAMP (FIG. 1000) PLAN SYMBOL • EAR77-10UAKE BRACE st5S—tv SCALE NTS PLAN SYMBOL 4-1-7 s. • SWAY BRACE ATTACHMENT TOLCO FAST CLAMP (FIG. 1000) SWAY BRACE PIPE (SEE PLAN) YEL F1T71 N (FIG. 911) r----FASIENER ' EAR'77-100UAltE BRACE )7527-2-f SCALE: NTS TOLCO FIG. 910 —SWIVEL FITTING. 11111111111 PIPE BEING BRACEDI LONG! fUDINALLY TOLCO FIG. 4A FRICTION CLAMP 5,4177HOUAKE BRACE '88-3° SCALE.: NTS ce• 7- Tr+ :1 • . I \ 0— 2- \ek 1-1- • \ \* 4 Pefr" LE -1- / g- 4 trrstis7-#.)6- 4" /4441/. 2- 2- - 9 \ 0 Cre-u& ei+ L- Ai77F.5 ESCUTCHEON 1 1).ic./5,7-006.- hAA-io A -Ala I.R5 -ry girwittbv, z) -no 4.1-rb, 121-147-/-74- mA-14.1 , 3 NU.; iteemles -to KATc„ti oci yr i /06- arY P61 Hivoryees 1 PICI,o, Ain .±0 67-14)6,-4 To ytiverct____ t LIST) it)(9, . • \ 0 2 S- 4 '2- ‘-f \ -a- \ 0 \ 0 (-/ y -5 -I v te v.? N -r5 it il-Alc-Le fa«, 1ft hivLe Ft 212- 801t) F/0064 2r 15 01 Tof &en-- p 1111V6-Alcil- rpri — FILE -2- \ • 9 -7- ACCEPTED Without Comments As Noted In Red fl Per The Anachad Letter These plans have bee-, i.2,••:•:,;, 91f :r4' The T1/4&j Fire ti Prevention Bure:--A; currant std -d, Ac3c.:-„t3F1c:„--i= co :-ors and omissions wc ec;ot Vons of adopted !•.;tariciards and ce,dinances. Tha re,Iponsioiiizy forme Lzcie.quacy of ciori 1- a ,Yiy he designer. Additions, deletions or revis,;cris n these drawings after • ihia 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: I° -13 - By: II 1 1 'tUKWILA FIRE DEPARTMENT 'Please call: 575.4407 and give this job No Oa-S--cl and exact address for shut. dawn or restoration approval clwre), A:AA Aiwyek 13 sec,. r-itl. ( Cont.t..p4 4/1/4441. Ort-vt L4-) VCL.11#.14, -44.4‘10 24. -44. - 07fitti,01 /t :un 0,,,‘".6 ort 1 7 2002 -122421 SPRINKLER HEADS ESCUTCHEON 1 'Z 0 Z. / _\ / / COUNT Lt -Z MODEL MAKER T Nico NPT Y2: w 0 E 0 - _II w CI LA vy METAL e TYPE ile(2-1G-4-r SYMBOL . I 4. HANGER LEGEND .. ..... k i... X , >•-• ha -,....- -11- HOOK COACH SCREW ROD CLAMP TOP BEAM CLAMP EYE ROD , • LFI,USH SHELL CEILING FLANGE SIDE BEAM BRACKET a„ ro.ct -0 4:41-6-rj ROD ATR, RING. NU!& Waif?. TOGGLE WING POWDER DRIVEN STUD `--)1 0 0, asC 03 c.),A. 1.J.1 La.. C.,0 1 -, -, M Z Ci. t:X GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 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 BUILDING TO SUPPORT THE SPRINKLER ° PIPING IS ifit SPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE - 1202 West Lewis Pasco,. Washington 99301 1 II) L -....,, 1 _ • 'Z. CONTRACT VATH ifwe PAY FleG l7"recnOe• Pt/ t1/t5Pe'r44 ftve DESIGNED BY p,..... rtftsPerN, An'. 1137g DRAWN BY PG, • 0 6 SHEET I OF ) r:re rraecto e ';•44,/' o -s- # o 6.1 <: HANGER 1W U—HOOK VU—HOOK HANGER 2W COACH SCREW • COACH SCREW ROD rei ROD COUPLING ALL THREAD ROD PIPE RING HANGER 4C CONCRETE ANCHOR , CONCRETE ANCHOR ALL THREAD ROD PIPE RING HANGER 5W, 5C, 5S SIDE BEAM BRACKET SIDE BEAM BRACKET (CLIP) FASTENER NUT AND WASHER ALL THREAD ROD PIPE RING HANGER 6W SHORT STRAP 1.1 1.1 FASTENER SHORT STRAP HANGER 8S NUT AND WASHER L_HEx NUT AND WASHER ALL THREAD ROD PIPE RING HANGER 10S TOP BEAM CLAMP (INVERTED POSITION) RETAINER STRAP TOP BEAM CLAMP (INVERTED POSITION) ALL THREAD ROD PIPE RING HANGER Illi. 11S CEILING FLANGE co CEILING FLANGE FASTENERS ALL THREAD ROD PIPE RING HANGER 12S TRAPEZE NUT ALL THREAD ROD PIPE RING HANGER 14W, 14C, 14S EYE ROD EYE ROD ROD COUPLING ALL THREAD ROD PIPE RING SWAY BRACE SB -2 f" x 4" BOLT NUT & 2x 2 xi. SQUARE WASHER TOPCO #225 QUICK END (2) SCHED.40 PIPE 1+" X 9'-0" UON SCHED.40 PIPE II" X 7'-0" UON FIG.I000 TOLCO FAST CLAMP TOPCO #240 QUICK FOUR WAY SWAY BRACE SB -1 j -"x 4" BOLT NUT & 2x 2 x+ SQUARE WASHER SCHED.40 PIPE 1+" X 9'-0" UON FIG.I000 TOLCO FAST CLAMP TOPCO #225 QUICK END _ - - `t- OE •E OE- 1.1-4i,k I rIO • 1 :,4-41,174 Ir. to • 0E 4: t I I • 7... . I 1 . I I i 1 1 ! , i : 1 1 . , , 1 • ' I ! . . 1.1-4i,k I rIO • 1 :,4-41,174 Ir. to • 0E 4: ,-1.0 • •F_ ,...,, ,-,.... , 4_ , , R—e-fr---____ _.0A. ! •E FLOOR PLAN •..Iii:CH.„N 3 SE • P., • ,,4EC#-4A,N,CAL TEET' Pt_ ..5T%AA !r4 — — — Irk - EDEN 7- SP E P. TC:t EE Pk. LOC. E a)•R ( a -r 3) lb E - DEN.DTES EiSTINC PENDENT QATcN4 TQ RENAAiN.I. 4)•A- DENOE3 Nw P=INDN-7 3PjNE P. 70 B.f ADDED (8 "7"7",-k,._.`1. 5)— DENOTES NW P, PE 70 (.;)— — — DENOT ES EXITINC.., Pt PE_ TUKWILA FIRE DEPARTMENT Please call: 1715440Z end give thisii* No. and exact address for shut - eau% or restration approval. PrTEPTED Ts. • I 1 I.) • 'Nil. , ; 1,. . Final acceptan...e inspectionbya representativeof this DATE:VA, BY: 4.14-1 1-// CITY OF TUKWILA 575-4407 - A KEY FLAN c.."72.1i. • X•I L. I 7 3.70 I MPORTANT In localities subject to freezing conditions. It is fho owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other typos of valves controlling water suppties to sprinkler systems. This drawing and the information and design application herein contained is the property of Grinnell Fire Protection Systems Company. Inc. and/or ifs subsidiaries and is loaned upon express condttions that the same be returned to GFPS upon request, alt Information herein contained shall be treated os secret. and confidential. no reproduction oI this drawing or any part thereof shall be made without written consent of GFPS. Created by the Grinnell Design System O. *All rights reserved*. Copyright by Grinnell Corporation 1990. CONTRACT RESPONS IBILIT I ES SPRINKLERS I TEM G. F. P. S. OTHERS TYPE ORIFICE TEMP. FINISH CANOPY SYMBOL QTY. STREET WATER CONNECTION F950 SSP CHR... ZHR i -c e_ Pc UNDERGROUND WATER MAINS WET DRY SYSTEM TYPE D DELUGE_O PREACT I ONO EXCAVATIONS BACKFILL WIRING PAINTING NO. DATE BY REVISIONS — SEE FLAGGED AREA ON PLAN A TOTAL THIS SHEET 9 APPROVALS OUT OUT OUT OUT IN IN IN N GRINNELL FIRE PROTECTION SYSTEMS COMPANY 1106 64th AVENUE EAST TACOMA.WA 98424 CONTR. LIC. GRINNFPISTLE TELE . (206)922-6644 (206)874-5010 FAX: (206)922-3118 CONTRACT NAME' 17C,11',1 LEVITZ. FURNITUPE SOLI THCEN TER PA K vVAY T KW I L A , WA. CONTRACT W I TH: GA LST.A. R C:DNS-7 FWC T I 0 t'.1 SCALE: = DRAWN BY: DA'JiD HAINS CHECKED BY: DESCRIPTIONS TENANT I MPROVEME NT SYSTEM DESIGN DATA HAZARD MASS I F I CAT I ON: SYSTEM AREA HYDRAULIC ES I GN DATA: DENSITY GPM/SO. FT. SO. FT./1.10. AREA OF APPL I CAT I ONt 6C1. FT. ZIEWANCES: GPM DATE: 9' - THESE PLANS PREPARED AT: _ T4CO'-'1A ENGINEERING DEPARTMENT TOTAL SYSTEM RE QU IRflCNTSa GPM. AT PSI. AT WATER SUPPLY INFORmATION: STATIC PRESSURE PSI. DRAWING NO. I OF i RES !DUAL PRESSURE PSI. WITH GPM FLOWING TEST TAKEN AT BY DATE CONTRACT NO: 41. I IG455 TI -E CC.I.MPLETE LE, 155734 i • • 7... 0 1 , • , i I 1 , 1 • ' ; , . ,-1.0 • •F_ ,...,, ,-,.... , 4_ , , R—e-fr---____ _.0A. ! •E FLOOR PLAN •..Iii:CH.„N 3 SE • P., • ,,4EC#-4A,N,CAL TEET' Pt_ ..5T%AA !r4 — — — Irk - EDEN 7- SP E P. TC:t EE Pk. LOC. E a)•R ( a -r 3) lb E - DEN.DTES EiSTINC PENDENT QATcN4 TQ RENAAiN.I. 4)•A- DENOE3 Nw P=INDN-7 3PjNE P. 70 B.f ADDED (8 "7"7",-k,._.`1. 5)— DENOTES NW P, PE 70 (.;)— — — DENOT ES EXITINC.., Pt PE_ TUKWILA FIRE DEPARTMENT Please call: 1715440Z end give thisii* No. and exact address for shut - eau% or restration approval. PrTEPTED Ts. • I 1 I.) • 'Nil. , ; 1,. . Final acceptan...e inspectionbya representativeof this DATE:VA, BY: 4.14-1 1-// CITY OF TUKWILA 575-4407 - A KEY FLAN c.."72.1i. • X•I L. I 7 3.70 I MPORTANT In localities subject to freezing conditions. It is fho owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other typos of valves controlling water suppties to sprinkler systems. This drawing and the information and design application herein contained is the property of Grinnell Fire Protection Systems Company. Inc. and/or ifs subsidiaries and is loaned upon express condttions that the same be returned to GFPS upon request, alt Information herein contained shall be treated os secret. and confidential. no reproduction oI this drawing or any part thereof shall be made without written consent of GFPS. Created by the Grinnell Design System O. *All rights reserved*. Copyright by Grinnell Corporation 1990. CONTRACT RESPONS IBILIT I ES SPRINKLERS I TEM G. F. P. S. OTHERS TYPE ORIFICE TEMP. FINISH CANOPY SYMBOL QTY. STREET WATER CONNECTION F950 SSP CHR... ZHR i -c e_ Pc UNDERGROUND WATER MAINS WET DRY SYSTEM TYPE D DELUGE_O PREACT I ONO EXCAVATIONS BACKFILL WIRING PAINTING NO. DATE BY REVISIONS — SEE FLAGGED AREA ON PLAN A TOTAL THIS SHEET 9 APPROVALS OUT OUT OUT OUT IN IN IN N GRINNELL FIRE PROTECTION SYSTEMS COMPANY 1106 64th AVENUE EAST TACOMA.WA 98424 CONTR. LIC. GRINNFPISTLE TELE . (206)922-6644 (206)874-5010 FAX: (206)922-3118 CONTRACT NAME' 17C,11',1 LEVITZ. FURNITUPE SOLI THCEN TER PA K vVAY T KW I L A , WA. CONTRACT W I TH: GA LST.A. R C:DNS-7 FWC T I 0 t'.1 SCALE: = DRAWN BY: DA'JiD HAINS CHECKED BY: DESCRIPTIONS TENANT I MPROVEME NT SYSTEM DESIGN DATA HAZARD MASS I F I CAT I ON: SYSTEM AREA HYDRAULIC ES I GN DATA: DENSITY GPM/SO. FT. SO. FT./1.10. AREA OF APPL I CAT I ONt 6C1. FT. ZIEWANCES: GPM DATE: 9' - THESE PLANS PREPARED AT: _ T4CO'-'1A ENGINEERING DEPARTMENT TOTAL SYSTEM RE QU IRflCNTSa GPM. AT PSI. AT WATER SUPPLY INFORmATION: STATIC PRESSURE PSI. DRAWING NO. I OF i RES !DUAL PRESSURE PSI. WITH GPM FLOWING TEST TAKEN AT BY DATE CONTRACT NO: 41. I IG455 TI -E CC.I.MPLETE LE, 155734 '159661 CA ) f c.; / f/`i ts,v R� I Fes% RI t -o - - —o- .d: __0_ 2 __L` I 2 2_ r 1 —rte � --r - _0-.. - 4- - - G~ � r.--, = 1 !\ S -:] /\ � r 7 ��- -_4 /a "tom I ! Irt. I 3 : ie2` itf ! Itv` 9 - �i' j !�= .6;--1,,,. itC !_i I „ I << !'ytz�� v a/ I ; -o ti= c,„.f j I a' _� 43--U 4 3 - 0 43,-0 -4- 1-@ to.._, ___ __.c.___ ____ _o__ _ __o tai' I� ; . : ` �,. .v1 - L 13 Ili ( _ / / M / / ,� * 1 10 1 9-9 i 21- 0 LJ'.I, LiT I 1.7 E41 1OTC } I T - 4I I - r 1 1 J 1 t:l tf Z- t4 � 2 2 1+ Gtr u; � 1 -0 { - —_ Z _ -0- -- 0— i 6;*1 _ 1 14.t T; � 1= ENf;3T'c. Are _ /+. $ 2 _ 3s / ccc, zs i3 { 1 T Lrt { O -! PsicTE.C„-;4-1P 1rs� �ALCCJLA'G� .T F=iL-Jttt`?y q v (_/•= - 3.5C.- f .' .' - 5 +y1C S C.t _ r - A_ L vv c I l -+ E A O 5 A ►t _'%- _2 12 z--0— s --O =tc '5 T IC'+J� v Rt BHT e. - r irr - Y •M t 4 _ i^ E CN m E LEVA-r I O Nj - a L RCW OF StlNi�t V:- .4i. SE EACH LEVEi- F p F p r P F F F E• OO / L 4-S 5-t, 9+ 4-t= 3-1 s-<= y_a' 9 9't 3-t- 3-t- 4� s t TYPICAL RACK L INE its - �I SES `Y t= tti V CCNI SI F- Pfau' E,OL_T D TQ- vE-R— ICAL M;M3Ek_ Ptf t SGGJ� V+/1PCtt)ERSTKLiT ri)1PE CLAMP (4- PLACE �Sc�LTE1D Tq VEIRTtC_AL FRAME 51 DE EEM.M 1- ACKE T t — ,. = yt3/. D+=FLEcTO Dt'TANC..E CENTKAL MOO t_L A I vtL. t= END cntT f WITE'JUT C;jMMENTS. 3 I': JTC) I, sl R=l [ 'ER II -IL II-ILA r T AC. -:ED LETTER The Ir ,wings a: ; ixed hereto have been eview = I an 1 accepted by the City of ukwil = Tire Dept. Additions, deletions Jr revir ms to t.13se drawings after this - Jate w:;1 void this acceptance and will rcquiro a resubmittal of revised drawings. Final acceptance is subject to field- inspecci)n by a representative of this depart;_-ent DATE: D., f BY: 5-11 CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMENT, Please call: 575-4407, and give this job No; 9,5-- S- o9P end exact address for shute down or restoration approval - s C C I= Lk/0 •PROV 1 (ti- QAC �P• 1Nik-.. ELrr StNGLE Rc:LA/ RAR. EASt5 O 5lGh# • CLA -S•*t CGe�+rltc.;04 1' EntCAFSVt_A T Ec 26 F -1- • T• 1_17 4'4 tT•JL)tP-4AL Fti t 5 -PACE- D -T-1-I • - ACE-DT1-I• 10 -rec.-4 FES W�FA 31C(199l): a) t_K -�-I G IC SP P-4icL€ `, IN RAGi� FLO11t tvi�; 5 PCR.-LEvEt_ . b} 7-12.t _30 G. FAA G°fc'c LO S' FT CEtL 1"JC.. L:EM^'N0. INC_RE:A_SE DtNSITT 2571 Foe ttVCAPSLA-AT'Et _ TI +1J S - - 32 t:t=a-A c`). PErc 7- 11.2 d) FIG _ '7 _ 10 . ? (aA 1 5 T *.-t t r -A 0D E L r� S tD PO tt 5 N+✓ iES` 1 6,LL /‘ p;Pt,_ic_ t5 ALLItD SVFEQ-1= Z) 1-4 AP'`,1 c c S A-` t c0 A. WC St 0 BEAM vkrtCCat T _ - Rte"KLER. Lc, eA+TtON. W^t(-4- Ccs 7. ,�.u. tt7-a.&;--tt,I,t�G:�••...5,,L.fift,Q ,u1..tY1.,�,�.'�►r. - e =Lo i LOAl7 INTE�r Ett(s� : L StR �L_E R S` - DKAi1`j VALVE £ PLUG C.ILto 3/+" FART, LE )A D SP ELN 1NIG C EACH LEVEL- (NO TRANSVRSI FL -.J SPACE) SECT -MN THROUGH RACK t_.^. GAT tv E tc/ - RA Gtr LEY ITZ 04...m2 C. .1"-.2 PA fa 4- AY - AE ( - PLA N CONTRACT NAME LEVITZ FURNITURE [7C�c 1 so C.E.N1TER PARKiA.)/NY TLitt_i.viLA -C/A 98IBES FEB_ CONTRACT WITH: 1NTERNACT" 1 ON AL. STORAGE SY 5TE*/1 5 (943 FRiEND SI-4IP OR. 51-E__ {__ -- - EL_ CATOrq , CA 9Z0ZO c.19 - 5C.2.-0172_ CFA)'-) X19- `+CsZ 02.C1 - -- LYLE ZAr, R -A HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS - GENERAL NOTES TERIA AND NOTES U HOOK M MACHINE THREADED ROD - B COACH SCREW ROD N TOGGLE NUT G "C' CLAMP - P POWDER DRIVEN STUD SPKR THROS SPRINKLER - ORIFICE SIZES - AND TYPE - UPRIGHT PEMENT TEE SIZE SPRINKLERS UP AND DOWN SYM. TYPE MFG/MODEL SIZE - TEMP. FINISH CANOPY OUAN- MK DATE BY t2.2T. BEVEL E. 1,-1 � l CENTRAL ?.41,0 A y 1 (a 5' ErcZ A D TOP BEAM CLAMP R WEDGE ANCHOR E EYE ROD F . FLUSH SHELL T U 1- 2 3 7 F 16 8 16 2 SPRAY 0 1/2"- OPENING /r OPENING 11P_ SYMBOL OPENING DOWN A A 1 1/2 A G ' CEILING FLANGE V r 4 17 SPRAY D IJ 3/4- 1 I/2 APPROVALS RE . UIRED DISTRIBUTION tI 12 I" 1 qt --r CIF TLa y4.:1L.A L A SIDE BEAM BRACKET "J- BOLT 2 3 7 t SIDEWALL 8 16 2 4 1/7 1/2 1/2 K SHORT CLIP - -L' ROD i` DRY TYPE 4 • • 1" I' r TEMP RATING 165' 212' 286' 350' FSV1 TOTAL THIS SHEET - te, 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER 8 DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 - - 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. - - 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 2.. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2 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 BUILDING TO SUPPORT THE SPRINKLER PIPING is THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. - - - - Fire Systems West - - 219 FRONTAGE RD_ N., SUITE E B - PACIFIC, .WA 98047 - (206) 833-1248 WA ST cars LIC No FIRE SWI 14081 1 - - - QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE DESIGNER - DATE JOB NO. - - - SHEET Aut- BOZC 9S A71..5-5 -OF 1 129933 STANDARD HANGERS (Circle hanger(s) to be used) 1W 3C 4C 5W 5C 5S `CEILING PLATE (OPTIONAL) 6.....PIPE RING COACH SCREN 000 •••a..., - t0 FASTENER IPOWOER STUD( _ A00 COUPLING -All THREAD 000 --PIPE RING -0".0 • 01'L�,U. -0 0 1O d� t 6 ALL THREA0 000 01 CONCRETE ANCHOR IDRILL 01 R00 COUPLING -ALL TMREAO R00 PIPE RING FASTENER - SIDE 100,4 BRACKET (CLIP) -PIPE RING FASTENER Y 4 6W 1 I I TW SHORT STRAP 500109 LOA0E0 TOGGLE \—CERING PLATE IOPTIONAII All THRLA0 000 PIPE RING MEI MUT r_7. _ PLAT WASHER [E --- L__ 8S 9S 1OS 12S 13S 14S 14W 14C --J All THREAD R00 +--►IPE RING TOP HAM C CLAMP --All THREA0 R00 -.-PIPE RING TOP SEAN C CLAMP +-All THREA0 R00 PIPE RING 4000/ 1 CEILING 1191-FLANGE FASTENER +- ALL THREA0 R00 PP010E RING SB -1 FASTENER. CAP, OR STOP `TRAPEZE EAR - CHANNEL PIPE. OR ANGLE IRON �- ALL THREAD 000 +- PIPE RING PP TOP WARS CLAMP w0EA0)0 J SOI _.FASTENER laff01.0 -0---S WA -TOE � +NRACF rII (NG CrklrtETE FAST,aq Taco CLAMP, FIG 1000 S3-2 E WICE FITTING --", COMPLETE BRACE FITTING -ENO `/ SWAY BRACE PIPE 71E.0'f' A T R WINUTS ANO WASHERS PIPE CLAMP 1 IMPORTANT In localities subject to freezing conditions, it is the owner's responsi- bility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of Grinnell Fire Protection Systems Com- pany, Inc. and/or its subsidiaries and is loaned upon the express conditions that the same be returned to GFPS upon request. all information herein contained shall be treated as secret and confidential. no reproduction of this drawing or any part thereof shall be made without the written consent of GFPS. E Employee Loung CONTRACT RESPONSIBILITIES ITEM G.F.P.S. OTHERS STREET WATER CONNECTION Customer Service Floor Plan 4 - IJ Tt S HLA 4 c .rT. Mix. re,rz- H r r' 1-5 H1 -r. 2)L1`rLoc."Te/ S - G 4sprit tx.n7 �CI�T le›tJ st-k; 4 Nl . r'L' GCz.) 3). . r �TtS isTG z11--1 k-L�1'Z_ H rd,M 115 ,2t --"4`I . ACCEPTED WITHOUT COMMENTS.. ❑ AS NUTED IN RED ❑ PER THE ATTAC:iED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire De: t. A'.+.:tions, deletions : after this or revisions to t -1,s' .:r :.Nin��3 date will void and will require a resual-f:i t.I.'1 r: ii e'i drawings. _'1„;,�..�` to field - Final accei��=�► =" i; I t inspection ay u re.=i ,c niative of this department DATE: )-?)-51 BY: CITE Cs': 1 •;'.WILA S'7� 5, 5 -'4.4, I 12 A B /60/ We/ P/C" TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. gf�oa 6 and exact address for shut- down or restoration approval. -IfFiFaTerc% JAN 1 7 1990 C D E F G H NO DATE BY REVISIONS - SEE FLAGGED AFIEA ON PLAN UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING PAINTING SPECIAL REQUIREMENTS O DOMESTIC PPE O SCHEDULE 40 O SCHEDULE SO O F. M. MATERIAL O GALVANIZED PIPE O GALVANIZED FITTINGS O GALVANIZED MATERIALS O SPECIAL FITTINGS FOREMAN NOTE ANY DESIGN CHANGES OR ADDITIONAL MATERIAL REQUIRED FOR THIS PROJECT MUST BE CLEARED AND ORDERED THRU THE ENGINEERING DEPT. CONTACT: G Fpy c L.TbS PHONE: 2.2.6 4CAIO SFRINKLERS TYPE ORIF. TEMP FINISH CANOPY SYMB. QTY. TOTAL THIS SHEET flo-•Os Hydraulic Reference Point -{><- •10 lo Line Designation - •13. q- of Pipe Below Bottom of Deck 9 12'-4' 4 of Pipe Above Ref. Plane ❑ A Main Designation -- + Earthquake Bracing: 2 & 4 Way 0 —f- Hangers -+(~- Union !c� --1 Screwed Cap --CI —p Grooved Cap -{1} —Q Screwed Plug `1."-:4-1I--"`" Elevation Change in Pipe (not thru floor) SYMBOLS Gate Valve - N.R.S. (GV) OS & Y Gate Valve (OS & Y) Flow Switch (FS) Monitor Switch Butterfly Valve Alarm Valve (ALV) Electric Bell Water Motor Gong (WMG) Wafer Check Valve Swing Check Valve System Riser Fire Dept. Conn. (Standard) (FOCI 3 Fire Dept. Conn. (Flush) (FDC) tj Fire Dept. Conn. (Sidewalk) (FDC) �(j_ Post Indicator Valve (PIV) 124 Fire Hydrant (3 Way) Thrust Block Key Gate Sectional Valve with Roadway Box c® Fire Hose Assembly (see notes) --. Inspectors Test - -o-- Grooved Coupling (GC) — {{B-- Flanged Connection — � Globe Valve Angle Valve Dry Pipe Valve C n BOB BOD BOP DO HV N&C NIC NTS OBJ PRV RM SP TOB TOP TOS UON ABBREVIATIONS Bottom of Beam Bottom of Deck Bottom of Pipe Ditto Hose Valve Nipple and Cap Not in Contract Not to Scale Open Bar Joists Pressure Red Valve Roof Manifold Standpipe Top of Beam Top of Pipe Top of Steel Unless Otherwise Npted .tet SYSTEM TYPE WET__❑ DELUGE_❑ DRY -_O PREACTION❑ ❑ ISO ❑ IRI ❑ FM APPROVALS OUT IN OUT IN OUT • IN OUT IN GRINNE1L FIRE PROTEy [�r�ra ION+ S1 II.71Bis CONTRACT NAME LEA/117.... r 124-11TL. t - 1 "ICo— I r 1 iT - prz.r. T y kw l LA, \--/l1/4 - z1Tr, r �r.32-c t✓ e1ccetzr% DESCRIPTION -it.'t'lr' T Sj�RILtl'� SYSTEM DESIGN DATA SCAL1: 4 =-1'a DRAWN BY: .IG Tis CHECKED BY: HAZARD CLASSIFICATION: SYSTEM AREA: HYDRAULIC DENSITY DESIGN DATA: GPM/SQ. FT. SQ. FT./PID AREA OF APPLICATION TOTAL SYSTEM REQUIREMENTS: GPM. AT PSI, AT WATER SUPPLY INFORMATION: STATIC PRESSURE SQ. FT. HOSE ALLOWANCES' GPM DATE' 1 - I eex- THESE PLANS PREPARED AT: rrj-h- ? t—I ENGINEERING DEPARTMENT PSI RESIDUAL PRESSUREP51. WITH GPM FLOWING TEST ' TAKEN AT BY fS 2T0 DRAWING NO. CONTRA1 T NO: 4t -k— . J = , - -T LM COMM/ ELEURICAL 102 (FAs-) 1 / 54• 2-41A \____-- ,.,4!> 4-1% 4 1. t --- I--- :i 1 1 COMMON EIEC 001 1 i*A womm -I04 1 3-5% A 1 , JAN ; _1061 I--0 4". -WEAK ROOM f 107 ; r5,4 4,4 A 4-6% 1 1' 4-3% 41. A 74: U kit -04 - -T- 1 3-9% 1 1 1 .CMN 101 FZECEMNG 101 ( ors ; Sprinkler Legend Symbol Manufacturer Type Response SIN K -Factor Size Temperature Finish Escutcheon Quantity 0 TYCO Pendent Quick TY323 5.6 % 155°F Chrome Chrome 26 as:_::,-,::,,e0,:sss-0_,,-D,tlre:s:,,": t_.si: 9::_-1.,:;1 v el:a 1 BB-Oue -4 ' t . 4 .t_44- 7.444 , '' fkpp0e Grill +-53:4 - I ; 7 Favici:qriial -= ' ;11 _ , : - Macy s Furniture Ca.1ery ,. -, . : i= Regal Rarkwa ; , t - ';-; ;-_-_ '; _- : g 5 _Plaza - Tukwa 7 _ %„ -,_„_.._=„rs. ,-, _,:__:::_, 0 . :ilkif4Peai!A Tukwila g= 5-;,-4- =. - - ,,,,,, - - ' r - 1,1, Mizuki Buffet -= „ _ - SlaRthS Claim Jumper Restaurants --- ± , Total = 26 PLUG EXISTING LINE 55- 01 II I 1 1 11 1 1 1 1 1 1 101 -88 ei4 w 4 5 _ 51tOMOOM - III Of5 SA/ROOM C 1 112 tt4 - w 1 1 1n '4 4 -344- CANTILEVER72" , A ENTRANCE 120 015 a 28 5 5 I I 12 w a '77 -7 - 1; 5 a o t 1 1 1 1 FIRE SPRINKLER PLAN 0- A 72" • \ F a 43 4 1 SHOWROOM A 110 015 5140WROOM 115 (ors; 23 5 n 1 -8- SHOWROOM G 116 _15 .11 4 !, LY 8. _ kt. - n SHOWROOM I 124 (--)r5-'s ▪ 5 ▪ / 0 2 4 8 16 SCALE 1/8"=1 '-0" fX1511 5PII1(L I5W 125 1 El 3 24 3 0 ,44 1 OOM 18 4:1 2. e 4 14, , 3 3 .t_ TRAINING ROOM 127 XI511NG COMM 126 • -4-6 72" N, 1 - F 72" A4pLilt L- V --1,- 4-1' ;1 r 1 1 i 14' 4t‘ I " 4 140- 1-9 i 1 11 I 1 1 f ; 1 . f 72" 1 1 1 1 1 i ' ' I' 1 -4-1 . i_ ! , .• , ' ' 0 i.. i 404' 1 ! 7 RETAINING STRAP TOP BEAM C -C WITH LOCK NUT 3/8" ALL THREAD ROD STEEL 1 -BEAM OR BAR JOIST HANGER - 12S TOP BEAM C -CLAMP W/ RETRAINING STRAP METAL DECK 22GA MIN. EXPRESS SAMMY XP20 RING HANGER 3/8" ALL THREAD ROD " - 3" PIPE HANGER 20S EXPRESS SAMMY FLEX DROP 1W ARM-OVE PER PLAN 1%" DRO PER PLAN MECHANICAL TEE BRANCH LINE OR CROSS MAINL RINKLERHEAD SPRINKLER HE SAPD FLEX DROP DETAIL 1" ARM -OVER PER PLAN 1" DROP PER PLAN MECHANICAL TEE BRANCH LINE OR CROSS MAIN FLEX DROP SPRINKLER HEAD FLEX DROP DETAIL SCOPE OF WORK THIS PROJECT IS A TENANT IMPROVEMENT. RED HAWK FIRE PROTECTION IS ADDING AND / OR RELOCATING SPRINKLER TO ACCOMMODATE NEW WALLS AND CEILINGS. EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATER FLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES - - CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES ALL UNDERGROUND WORK INCLUDING BUT NOT LIMITED TO: BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE - REMOVAL, STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION. RELOCATING EXISTING PIPING FOR OTHER TRADES. GENERAL NOTES - _ 1. SPRINKLER SYSTEM DESIGN PER NFPA #13. - 2. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND ACCORDANCE WITH NFPA #13. 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE SYSTEM OR ANY APPURTENANCES THEREOF. _ 6. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING BY OTHERS. 7. 1" PIPING TO BE SCHED 40 WITH THREADED FITTINGS. 8. ALL FLEX DROPS TO BE 72" U.N.O. 9. ALL MECHANICAL TEES TO BE 2 x 1 U.N.O. 10. NEW WALLS DO NOT GO FULL HEIGHT TO ROOF DECK. AFFECT THE EXISTING UPRIGHT PROTECTION. TESTED IN THE OWNERS PIPE SPRINKLER AND OTHER TYPES SYSTEMS. FOR THE FIRE SPRINKLER OR PATCHING TO BE THIS TI DOES NOT ACCEP7L-0 - si Without Comments ii As Noted in Red Tr Per The Attached Letter hese plans have been reviewed by The Tukwila Fire rPvention Bureau for conformance with current City 7:ndars. Acceptance is subject to errors and clissions which do not authorize violations of adopted --dards and ordinances. The responsibility for the lequacy of design rests totally with the designer. --idtions, deletions or revisions to these drawings after :s date will void thi3 acceptance and will require a ..5mittal of revised drawings for subsequent approval: .-inal acceptance is subject to field test and Inspection by Tie Tukwila Fire Prevention Bureau. ')ate: l's/3-)-oxtDsv7 SI C TENANT IMPROVEMENT - THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BYA FIRE SPRINKLER SYSTEM. RED HAWK FP IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, LIGHTING AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. SYMBOL LEGEND OR - DENOTES A SPRINKLER HEAD TO BE RELOCATED. • A - DENOTES A SPRINKLER HEAD TO BE ADDED. 0 - DENOTES AN EXISTING PENDENT SPRINKLER - DENOTES AN EXISTING UPRIGHT SPRINKLER MT - MECHANICAL TEE - - - - - REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. OR OUTLET. OR OUTLET. - VICINITY MAP R- ! :- - - - ti-!= ,- _ _ : - I -- , ='-: s ,-s= ., = g ---J.-±1::-:- -T - -g,-,..c-'7=--rtt,--1,,----MichaelS JOANN Fabrics aio i . . , - ,: to g__ andCrafts 71. __ : -, : 5: 1 _. :-. -, ' . , .1 J - : ,-• _ - _ ,.. - : 1 5 leil - _ nG Fashion Superstore ' :`,- g-, :- --, -- ' (-2---- - ' 9 - ' - -- c ------------- --- - " ''.g ''''-; Park Piece _ a !137.- 9i: s,, -..,,,,,,,i: -- % Petsliotel Tukwila 9 ii_._:. -2, - ;-----'; ; pi,. etsm: Azairtca ::_!:xi:, a::_n: 9:: famo: ,5--- 17501 Southeenter P8 =it" . 1 _ _ - = _. _ : i : : ;•-• :' = :_ -T1 : I ' ' .- - ---. - -_ : - _ I _ , Macy s kurMuren CleaTance 0811ter k - - = = __ __ _ _ - - ,. ; __ -,_ - 147_ - _ - - ' ' : - - - - _ _ , - - - , = .,___i_-_ ._-_, ,F*1 .i :-,- --, , f- _, -7-- - 1-1 1.: ' , 1 Service Tra Eity' Y.14gs._"41,:.;., , ,:, .- `'1--'15,--7-----, '-: Parkway %per Center : -, -1 ' ; • ' 7 -_-:------.--i------11 ----'-.4-' atirliagt0419 ' -:' 8. :', as:_::,-,::,,e0,:sss-0_,,-D,tlre:s:,,": t_.si: 9::_-1.,:;1 v el:a 1 BB-Oue -4 ' t . 4 .t_44- 7.444 , '' fkpp0e Grill +-53:4 - I ; 7 Favici:qriial -= ' ;11 _ , : - Macy s Furniture Ca.1ery ,. -, . : i= Regal Rarkwa ; , t - ';-; ;-_-_ '; _- : g 5 _Plaza - Tukwa 7 _ %„ -,_„_.._=„rs. ,-, _,:__:::_, 0 . :ilkif4Peai!A Tukwila g= 5-;,-4- =. - - ,,,,,, - - ' r - 1,1, Mizuki Buffet -= „ _ - SlaRthS Claim Jumper Restaurants --- ± , RED HAWK FIRE PROTECTION, LLC fe6/4 Oltilaffe 801 VALLEY AVE NW, SUITE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF901CIP r.,.,. --s. iumber 20- s -00 C To coil 206-575-4407 NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Scott Seibert 3322-0107-C Level 3 Red Hawk Fire Protection, LLC REOHAW -901QP Signature Z7) Approvals Required CITY OF TUKWILA OWNER /ARCHITECT Revisions Contract With: SUPERIOR BUILDERS 6313 20TH STREET E FIFE, WA 98424 PM: JEFF SCHWEITZER Phone: 253-222-0713 Contract Name: ASHLEY FURNITURE TI 17601 SOUTH CENTER PARKWAY SUITE 100 TUKWILA, WA 98188 Drawing Title FIRE SPRINKLER PLAN Key Plan AREA OF WORK Date: Job Number: Designer: Building Permit: December 05, 2019 40196 MEGAN KNOBEN Drawing No. FP1 I XE CLEAR HEART REDWOOD SOFFIT TYP. 424 WOOD BRACKET. STAIN EX; WALL LOCATION NEW WALL LOCATION 4'-9" RELIABLE A-2 AIR MAINTENANCE DEVICE ;NpT SHOWN) POTTER PS -10 ALARM SWITCH POTTER PS -40 HI/LOW PRESSIRE SWITCH 21/2" RELIABLE MODEL "A" DRY PIPE VALVE 21/2" UNIQUE #UFP025 BUTTERFLY W/ BUILT—IN TAMPER (WIRING qY OTHERS) JENNY #F13S-17UMS 17 GAL. TANK MOUNTED AIR COMPRESSOR; 1/3 HP; 1' 51V; 1 PHS. 220 CAL. CAPACITY (DRY SYSTEM CAPACITY=44GALS.) NEW METAL ROOF. OVER W.R.GRACE "ICE AND WA'ERSHIELD UNDERLAYMENT TYP ROOFING PANELS TO BE 24 GA. INTERLOCKING STANDING SEAM SMOOTH FINISH. PANEL HEIGHT I -3/4', PANEL WIDTH 18". PANEL FINISH TO BE'KYNAR" COATED. COLOR AS SELECTED BY THE OWNER FROM MFGS STANDARD COLORS 22 TREATED WOOD BLOCKING AND NAILERS 3'-10" 3'-9„ 7,-7" G' MTL FRAMING REF: STRUCTURAL TYP. GLULAM 12 * X 24 4"2I 2' WOOD BRACKET SOPPORT STAIN. F {T5I _ CD UPRIGHTS IN VOID STEEL FRAMING REF: STRUCT. RISER DETAIL SCALE: 1/2'=1'-0" UPRIGHT TYP. ST SPRINKLER BRANCHLINE ST UNDERGROUND NOTES 1. PATRIOT TO START AT EX. RISER INSIDE BLDG. 2. UNDERGROUND TO BE RESTRAINED, FLUSHED, & TESTED PER NFPA #13 & #24. 3. 4 FT MINIMUM BURY FROM GRADE TO TOP OF PIPE. 4. EXCAVATION & BACKFILL BY OTHERS. 5. UNDERGROUND PIPING BY OTHERS. WATER FLOW I\FORMATION STATIC RESIDUAL FLOW SOURCE LOCATION 150 PSI 20 PSI 5876 GPM MIKE CUSICK © CITY PUBLIC WORKS ® SITE EXIST. FIRE HYDRANT 8/ / � 4, /. // r,. �/0'7 XS . A L / A F O R ET R EXIST. F RE HYDRANT —EXIST. FIRE DEPT. CONNECTIONS 6 SUITE 150 EXIST. WAREHOUSE (NO WORK IN THIS AREA) FURNITURE mato re/ EXIST. FIRE HYDRANT w4 8" D.I. 15 L.F. SUITE 100 EXIST. RETAIL 6) ♦ C) l'\ - NEW MIN. R -2I POLYISOCYANURATE (ISO BOARD) RIGID INSULATION. tY' OOE TRUSSES AND SHEATHING REF: STRUCT. EXIST. FIRE HYDRANT NEW 45 MIL MECHANICALLY ATTACHED TPO ROOF MEMBRANE. WHITE COLOR. INSTALL PER MANUFACTURERS WARRANTED DETAILS. DRY SPRINKLER MAIN U RY PENDENT PENDENT TYP. LINE OF EXISTING ROOT BEYOND TYE' "X' GYP BD. NEW GOOD WOOD BEAM AT UNE OF EXIST ROOF DECK, REF: STRUCT. "F- "EW WOOD TRUSS. REF: STRUCT.TYP. X 3 r�t SITE PLAN R - IS FIBERGLASS INSUL. TYP UNO MTL STUD FRAMING REF: STRUCTURAL APA RATED SHEATHING TYP. REF STRUCT. EXISTING GLU LAM BEAMS 2X2 TEGULAR FISSURED 5U5P.CLG SYSTEM PROVIDE SIESMIC BRACING AS REQUIRED PEP. WET SPRINKLER MAIN 1ST. WOOD STRUCTURE AND ROOF FRAMING TO REMAIN. NEW DRYWALL PURR DOWN TYP TRUE NORTH PROJECT NORTH NEW 828 STL. COL. REF. STRUCT Am - BUILDING BUILDING SECTION FP -1 SCALE: 1/4'=1'-0" 1 SCALE: 1"=40'-0" Please call: 575-440Z end give this job arhi exact address for shut' Without Comments As Noted in Red /lin Per The Attached Letter plans have been reviewed by The Tukwila Fire r • Bureau for conformance with current City Acc..':,rance is subject to errors and o, -1;_z:.; ---s which do not authorize violations of adopted and ordinancl.ls. The responsibility for the ,.;acy of design rests totally with the desigrer. deletions or revisions to these drawings after will void this acceptance and will require;a resubmittai of revised drawings for subaNuent approval. Fina! accrotance is subject to field test and Inspection by The Tukvviia Fire Preveneon Bureau. VIE..ld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. A HANGER LEGEND "U" HOOK COACH SCREW ROD BM. CLAMP W/ 8"STRAP EYELET / EYEROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE TRAPEZE—SEE DETAIL V X WOOD TRAPEZE—SEE DTL SLEEPER — SEE DETAIL FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE 70 STRUCTURE TO CENTER UNE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE CI 14.1 2 16 8 16 2 SPRAY 0 1/2 0 3 4 17 32 SPRAY 3/4" 2 2 DRY TYPE • 1" • STATE CERTIFICATION TEMP RATING 212 6 286 3gE 350 Z 0 - CO 1/2" (10 41 1/2" APPROVAL REQUIRED CITY OF TUKWILA WSRB SPRINKLER HEAD LEGEND SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP TOTAL 197 QUAUTY CONTROL BY MF DATE 3-23-10 APPROVED FOR FABRICATION BY MF DATE 3-24-10 GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL USTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDMON 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHAU. BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 2007 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT OF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA PIPE NOTES 1. UNDERGROUND PIPE IS DUCTILE IRON. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: RUSHFORTH CO. 6021 12TH STREET E. #100 TACOMA, WA 98424 (253) 922-1884 PROJECT NAME: ASHLEY FURNITURE RENOVATION 17601 SOUTHCENTER PARKWAY SUITE 100 TUKWILA, WA 98188 DENNIS SCHLOSSER (253) 922-1884 2707 70TH AVENUE EAST TACOMA, WA 98424 WWW.PATRIOTFIRE.COM mattg@patriotfire.com TEL: (253) 926-2290 FAX: (253) 922-6150 DESIGNER MATT GREENE DATE 3-24-10 JOB NO. 12-12799 SHEET 1 OF 3 FP -1 S5) O VARIES t (S10 ilk '41/.4 a, 1 EX. ELEC. Allr /.0114°1 LOWER CANOPY OF NON COMBUSTIBLE CONSTRUCTION PER ARCH'L DWG'S • 12, -Cf M N 51'2. 12'-11/2" 0 0 THREADED II' 'y - di a i 22'-$ BOD 12x24 GWLAM BM VA .t HIGH .1^ I -, 2-2 7-1 vARIESt ml BOD I�• - II II o 6 12x24 GLULAM BM - - - HIGH - - - VARIESt LOW C 6" METAL JOLT 016` O.C. 2O'-414 1 rt- Oion 12x24 Alt AI- GLULAIA BM HIGH • • I 1 ' N 1, c, C' W CD 2 21- • - W • ,.. ■ • 0 BOD 2 co Nv 10 0 O 4-4 • , P. SLOP __AmA lu • ft 112 1 1 -0% W CD • • _ I • ■.•` 1 71515111, T 0 SLOPE 1' SII SEE NEW CANOPY SPRINKLER PLAN GREEN ►.= �� I 0 1 iIUWi'• mi l III Ittzaillidlnielal==all Y IIH//IS V ` ,,, , • -. \ IIIIII ao • :: � Ih• I - ') - - EI IMIRT� MI 1 � .v I :‘ 111111=111 C., EX. WOMENS IM 1 ` lw I LI 11/4•x'1 MT 's 1 0-6 .I 1 T • ••a t 11'-$ t -•r 1 11'-$ �As�aA�a aA�ssaamea�aea I /: I' 1 io 10-0 U N I 0 11 10-'O 0 ' 3F�A9i�aA�i#�AB#F'B�&#�F GREEN 0 ir CANOPY OF NON COMBUSTIBLE STRUCTION PER ARCH'L DWG'S 1-9 rTh ir 6r0 IP I • 12 I co 10-0 10-0 --SWIN0 LIP - rl I Ili 0 ENTRY FrETAI 22'-2Vx't IH 1114 10-0 =�23' �Vs't =molt' GYP BD. ATTACHEN TO UNDERSIDE OF NEW ROOF TRUSSES • zit 0 1183131 3308-11 0 CD 1� $ �F;aaga ee� a at Aa inooamaa -a3� c,. I i I� l I I _. 11h 0 (11 REMOTE AREA 2 DESIGN DENSITY: .20/1500 SQ.FT. SYSTEM DEMAND: 496.4 GPM 0 85.2 PSI AT BASE OF RISER (NODE POINT 'BR') 11 S14 8-401 0 10 -0 8-91 INSTALL NEW MoNN AS SHOWN 9-0 7-1 • II 2 • _ 2%1* MT 0 Ex. MENS C' L ®IE Tie ROOM 1. t1 Fi€jI .-3 • • II 2x1• MT= - -I---4-1 • • • •" 2x1' Mi MEIN y, 4-0 I 2x1' MTSgel = o1Jl - BOD _ rzgrrimmm EINIMMEw I � 2x1' Mi I-1 2x1' Mi •' - I � 1 14 EX. 1' OUTLET 6-0 }� 0 /c 1. 6-0 1112'11 1 MT o 0/ I1 x1 MT I- 6-0 PI Pt 1 ! E1G• •. \. I 11% I mum • 'dm° 2X1• Mr ��I ■� ,_��■■�A�. mAkt �� iri•i•� •I 7 111111 mirmommom _ wilinmem suilismomm mommommum maimmunim kainimmone.1 =Doom= mosimiNE - mrsommen leirimmonam mosiummon 1-2 5-9 N- RELOCATE _D. HEAD ITP. • oPol CY 7-0 11- BOD REMOTE AREA 1 DESIGN DENSITY:.20/1500 SQ.FT. STs LM DEMAND: 616.6 GPM 0 79.2 PSI AT BASE OF RISER (NODE POINT 'BR') ■I!■■■`■ =ammo% ■■U■Hi ■■■�■ lft ■�■■H� ■■■■■__■ 1161111111 _ o_■■■ u_ • • Ij 2x1' MT - EINE I NI INS MT P 1- '"x14"D%EiNIIIEDUril L-1 11111Hmi 1 II ILA Eilliri 1 1111111011 1 •Flimimmil ei•m•En. min -,Ei Rro ,7r MN H, IIMIISIE ERMINE RP , I 111=1111111111M rjsmanons- '1 iv...gammas itillimil arammonsi maNNENNE cor ,7%.-i- Ottii , oil! Rim; I 1:13 1- 411 pla 2x NAILER PER STRUCTURAL 3/8" ALL THREAD ROD LENGTH PER PLAN ANVIL FIG. 69 RING HANGER SIZE PER PLAN "G" HANGER DETAIL 3/8" CEILING FLANGE SCREWS UP TO 2" PIPE 6" METAL STUDS 15/8" x20" UNISTRUT 3/8" ALL THREAD RO LENGTH PER PLAN ANVIL FIG.i 69 RING HANGER NUTS 8c WASHERS 3/8" TOLCO FIG. 58 WITH 3/8" WASHER ATTACHED TO 3/8" UNISTRUT NUT "U" HANGER DETAIL WASHERS 3/8" ALL THREAD ROD 12" STEEL TRUSS ANVIL FIG. 69 HANGER RING W 1/2" NUT Sc WASHER P E -DRILL 3/8" HOLE FOR 21/2" PIPE 8c UP 3/8" ALL THREAD ROD SPRINKLER PIPE PER PLAN ANVIL FIG. 69 RING HANGER El VARIES t CP - 12* METAL JOIST PRE -DRILL 1/4" HOLE FOR UP TO 2" PIPE 4" x12" JOIST OR GLULAM BEAM "E" HANGER DETAILS MINIMUM ANGLE FROM VERTICAL PLANE 60. TOLCO FIG. 980 SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG/ 980 SWIVEL SWAY BRACE W/TOLCO FIG. 4L PIPE CLAMP TYP. SWAY BRACE DETAIL SALES SALES 0 0 7,7 REMOTE AREA 3 DESIGN DENSITY: .15/ ENTIRE AREA SYSTEM DEMAND: 217.1 GPM 0 122.5 PSI AT BASE OF RISER (NODE POINT 'BR') 0 LA WEST SPRINKLER PLAN TRUE NORTH PROJECT NORTH cNi re) CL 12" METAL JOISL_ BOD 2 4-4 AVAINIElparAVAL.W.dralm.t.!.‘imw.aariar 4,14 /10.6 EX. ELEC. ALL OEM DER CANOPY 2x1 DRN ELL,/ REPLACE EX. NEW CANOPY SPRINKLER PLAN TRUE NORTH PROJECT NORTH EX. GLULAM BEAM 1" SCH. 40 PIPE SPRINKLER MAIN TOLCO FIG. 1001 SWAY BRACE ATTACHMENT GENERAL NOTES: 2. DRY BRANCHLINE TO SLOPE 1/2" PER 10'-0". 3. DENOTES EX. SPRINKLER PIPING: 4. DENOTES EX. SPRINKLER HEADS: 00 5. DENOTES 48" FLEXIBLE SPRINKLER DROP: HANGER LEGEND A "U" HOOK COACH SCREW ROD BM. CLAMP W/ 8"STRAP EYELET / EYEROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP 1,4 ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE TRAPEZE -SEE DETAIL ANGLE BRKT.-SEE DETAIL WOOD TRAPEZE -SEE DTL, SLEEPER - SEE DETAIL FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SH GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE ± 4 - WAY EARTHQUAKE BRACE v0STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND FA SPRINKLER ORIFICE SIZES AND TYPE 2 0 0 3 4 17 32 SPRAY 3/4" El 1" 2 1" 2 DRY TYPE 1" • STATE CERTIFICATION TEMP RATING 212 0 286 ESE 133 1" 1/2" CIO APPROVAL REQUIRED CITY OF TUKWILA WSRB SPRINKLER HEAD LEGEND MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP OTT • TYCO EC -14 CHROME CHROME 155' 24 • REUABLE STD. REC. PENDENT ve K=5.6 CHROME CHROME 155' 74 0 Fl STD. UPRIGHT K=5.6 BRONZE N/A 155' 13 REUABLE Fl STD. UPRIGHT K=5.6 BRONZE N/A 200' 36 • RELIABLE DRY R.R. PENDENT K=5.6 CHROME CHROME 155' 4 TOTAL 151 QUALITY CONTROL BY MF DATE 3-23-10 APPROVED FOR FABRICATION BY MF DATE 3-24-10 GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDMON 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES OF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED By OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED By OTHERS DESIGN CRITERIA 1. SALES AREA IS ORDINARY HAZARD GROUP 2. DENSITY OF .20/1,500 GPM/SQ.FT. 2. EXISTING SYSTEM IS PIPE SCHEDULED. PIPE NOTES 1. GROOVED PIPE IS BLK. SCH. 10. 2. THREADED PIPE IS BLK. SCH. 40. REVISIONS NO DATE BY DESCRIPTION 1 4-28-10 MG REMOTE AREA CHANGES PER T.F.D. 2 4-27-10 MG OWNER/STRUCTURAL ENG. COMMENTS CONTRACT WITH: RUSHFORTH CO. 6021 12TH STREET E. #100 TACOMA, WA 98424 (253) 922-1884 KEY PLAN PROJECT NAME: ASHLEY FURNITURE RENOVATION 17601 SOUTHCENTER PARKWAY SUITE 100 TUKWILA, WA 98188 DENNIS SCHLOSSER (253) 922-1884 2707 70TH AVENUE EAST TACOMA, WA 98424 WWW.PATRIOTFIRE.COM TEL: (253) 926-2290 FAX: (253) 922-6150 DESIGNER MATT GREENE DATE 3-24-10 JOB NO. 12-12799 SHEET 2 OF 3 FP -2 PARTIAL EAST SPRINKLER PLAN @ SALESONW SE -r-0- 1RtE NORM 7 o PARTIAL EAST SPRINKLER PLAN @ EX. RISER RM SUM W-1'-0 1RUE NORTH pATRIOT 2707 OTHOTH A�VENUEEEA TACOMA. WA 98424 ASHLEY FURNITURE PATRIOT JOB 12-12799 SHEET 1 OF r W"-----:Th'rt---- {l {t a • — — -- — — — -- --++}-0" 1--- REMOTE AREA 4 -----��3-- }----------- ir ^-T T----- DESIGN DENSITY: .20/1500 SQ.FT. 1 r i +— -------------ru�tt® _ SYSTEM DEMAND 599.1 GPM 0 64.5 PSI I AT BASE OF RISER (NODE POINT '8R2') tt�rI�i+Et1wttr+;�itl�ity► i ! 1 1 �o �0 ETI Y1_g 11 1y6 J� ® 116 I 0 1-6YO , I i! S1 S i 1 E i iI 01 Al -11 _0 a 0 ^0 i I i i i0 ( i i „,,. 01 i i 17 10 L - i r. - ,i O 1 -�- .4 14-xl- MT-+' 1x1"" -1rT01—^s.0 - 0- S2 - $ 4!!x1. IG: I 1 r's .t. rk- . 1 ,, 0 i iI i f 1 SASS SALES i a1 146' l 114 E 0 01 • 0 i i nnu* s_n- I moi metes i i1 i -- 1 01 'I 0 0 01 1=1 0 0 i- 1$ I 1fi i 11'x1 MT S9 1I2x1 MT i 1/ x1 MT S6 S3 �� 11h'x11 X510 i I® 0 18 'v 19 i (- 12 - I 0 4 - t I i i 1 I I I I I I I i �$ tt td/tit — --� SneSIteEnerttiet.xenetefte 1 e®naHt�n�1, ! -rte NI�nY41IIIItIfta 1 ttfttIMttSftYIHtIN�Hl1 1 — 5 1 +{ 20 — 3# 13 i�+ !l. / I -- '7s0 — — PARTIAL EAST SPRINKLER PLAN @ SALESONW SE -r-0- 1RtE NORM 7 o PARTIAL EAST SPRINKLER PLAN @ EX. RISER RM SUM W-1'-0 1RUE NORTH pATRIOT 2707 OTHOTH A�VENUEEEA TACOMA. WA 98424 ASHLEY FURNITURE PATRIOT JOB 12-12799 SHEET 1 OF /////////////// rl I / Viiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii r--/iiii_r—ri zzzziiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiia 1 ____ii____iiir/iiiiiiiiiiiiiilii////iiiiiiiiii//// // ///// l r SALES TS l � / • LOWER CANOP CONSTRUC 2"xYz" MT 9 TT e' -6 6 J`o 0 :✓ ,Y. Y i�— I N.� Sr. � r MT 4 -I t SALES 14'_-C SALES 14'- I rd 1 •J I I I I I I I I I �- Ct I .•I" I I I I t - � CLEARANCE LOWER CANOP CONSTRUC Y' it lei fr r•. o� L ELECTRONICS' 1 fr ! . ('N C> :.3 A 4 SALES APPLIANCES u 4+ (? I- 4 "I' P-7'; 1 6 H } FN 11/4"x1• MT 11/"x1" MT 0 11/4x1" MT 1V4" x1" M- • BEDDING I rt - REPLACE LAST PIECE REPLACE EX. TEES EX. TT REDLACE REPLACE EX. TEE .�� Zdisr -- 0 - �� .ter -- - Aar - - AST SP N 014 40• SCALE: 1/e" _ TRUE NORTH PROJECT NORTH 3/8" TOLCO #58 W/1/2"x3" LAG W/1/2" NUT & WASHER PRE -DRILL 3/8" HOLE FOR 21/2" PIPE & UP 3/8" ALL THREAD ROD SPRINKLER PIPE PER PLAN ANVIL FIG. 69 RING HANGER 3/8" TOLCO #58 W/3/8"x21/2" LAG W/3/8" NUT & WASHER PRE -DRILL 1/4" HOLE FOR UP TO 2" PIPE 4"x12" JOIST OR GLULAM BEAM "E" HANGER DETAIL GENERAL NOTES: 1. DENOTES EX. SPRINKLER PIPING: 2. DENOTES EX. SPRINKLER HEADS: __ 3. DENOTES 48" FLEXIBLE SPRINKLER DROP: - "-"- n "„ A B D E F G H K M N P R S T U HANGER LEGEND "U" HOOK COACH SCREW ROD BM. CLAMP W/ 8"STRAP EYELET / EYEROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE TRAPEZE—SEE DETAIL ANGLE BRKT.—SEE DETAIL V W X Y WOOD TRAPEZE—SEE DTL SLEEPER — SEE DETAIL Z FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE STRUCTURE TO CENTER LINE OF PIPE IN INCHES AMMEMEMM SPRINKLER LEGEND o Q SPRINKLER ORIFICE SIZES AND TYPE I C- a Lai La 2 16 8 16 2 3 4 17 32 SPRAY 1/2" 3/4" 2 DRY TYPE • STATE CERTIFICATION TEMP RATING 165 212 I' 286 Ttc cn o 0 0 1/2" 1" 1/2" 1/2" 1/2" APPROVAL REQUIRED CITY OF TUKWILA WSRB SPRINKLER HEAD LEGEND SYM MANUF MODEL TYPE TPREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP OTY • TYCO EC -14 CHROME CHROME 155' 30 • REUABLE Fl STD. REC. PENDENT K=5.6 CHROME CHROME 155' 14 0 RUBLE Fl STD. UPRIGHT K=5.6 BRONZE N/A 155' 2 TOTAL 46 QUALITY CONTROL BY MF DATE 3-23-10 APPROVED FOR FABRICATION BY MF DATE 3-24-10 GENERAL NOTES 1. ALL MATERIAL AND EQUWMENT TO BE NEW AND UL USTED OR FM APPROVED. 2. PIPING DIMENSH)NS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 2007 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 2007 EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2007 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. EXISTING SYSTEM IN PIPE SCHEDULED. PIPE NOTES 1. THREADED PIP IS BLK. SCH.40. REVISIONS NO DATE BY DESCRIPTION 1 4-27-10 MG OWER/STRUCTURAL ENG. COMMENTS CONTRACT WITH: RUSHFORTH CO. 6021 12TH STREET E. #100 TACOMA, WA 98424 (253) 922-1884 KEY PLAN PROJECT NAME: ASHLEY FURNITURE RENOVATION 17601 SOUTHCENTER PARKWAY SUITE 100 TUKWILA, WA 98188 DENNIS SCHLOSSER (253) 922-1884 2707 70TH AVENUE EAST TACOMA, WA 98424 mattg@patriotfire.com TEL: (253) 926-2290 FAX: (253) 922-6150 DESIGNER MATT GREENE DATE 3-24-10 JOB NO. 12-12799 SHEET 3 OF 3 FP -3 Ii 134 114 2 2 2S 214 2 2 11 114 214 114 1Y4 11 2 114 _ 1Y4 114 _ 114 2 _ 2 214 ] 2 1 2 — 114 114 114 _ I 2 2 ^, 2 11/4 114 / 0 [ 114CI2 0 2 2 ❑ 0 C 114❑ 2 0 2 2 0 ❑ 214 2 2 2 114 2 ❑ 2 2 2 114 0 0 214 _ 2 _ 2 _ 2 _ 11/4 114 11 2 2 214 2 2 2 11/4 ❑ 114 ❑ 114 ❑ 2 ❑ 2 11/4 0 2 0 2 0 2 11/4 _ 2 — 2 — 2 2 ❑ 2 ❑ 1W ❑ 2 2 _ 114 13 214 114 ❑ 1143 2 ❑ 2 ❑ 2 ❑ 11/4 1W 21 2 0 11/2 ❑ 114 ❑ ] 2 ❑ 2 ❑ 2 ❑ 1Y4 ❑ 0 1 0 114 04 1 U 114 14 2 2 2 1w p 7 C 114 134 _ _ I 2 2 2 114 C9 114 14 214 J 2PXe 2 114 114 114 _ 2 _ 2 214 _ 2 _ 2 _ 2 _ 114 114 114 2 2 214 ❑ 2 114 2S 2 114 0 114 114 _ 2 _ 2 0 114 114 _ 2 _ 2 E -B ,v4 ❑ 2 0 2 ❑ 2 1Y 2 _ 2 _ 2 _ 214 114 ❑ 2 0 2 0 2 114 0 2 ❑ 2 ❑ 1Y, ❑ 2 2 _ 2 2 214/ 11 — 114 114 114 2 114 _ 11/4 ] 2 _ 2 2 _ 114 0 2 ❑ 2 ❑ 2 0 11/4 0 21/2 2 1 2 114 ❑ ❑ IW ❑ 11/2 ❑ 2 ❑ 2 2426 114 114 14 2 1Y4 114 214 2 _ 2 _ 2 _ 116 0 2 0 2 0 2 0 114 0 0 11/4 114 _ 2 _ 2 J 2 — 114 0 2 0 2 0 11/40 I. 11 2 2 114 0 I IYi _ 2 _ 2 _ 2 _ 2S4 C 114 2 0 ❑ 2 ❑ 2 22S 114 22b 2 0 2 2 0 1Y 0 1Y4 _ 16 _ 2 _ 2 ❑ 114 ❑ 114 ❑ 2 ❑ 2 114 114 2 2 0 0 1v4 ❑ 1114 _ 1 _ 2 _ 2 _ 214 0 1v, 114 Y: 214 114 2 3 2 ❑ 2 0 2 0 114 0 2 114 2 2 114 114 1 2 214 2 2 11/2 114 U 114 1 2 2 214 2 114 114 114 — 2 — 2 114 114 _ 2 _ 2 1Y 11/4 — 2 _ 2 _ 2 214 2 2 2 2 114 0 0 ❑ 1114 ❑ ] { C 2 2 114 114 —7- 214 114 — 114 04 114 2 214 114 2 0 2 1Y 0 1v4 0 ❑ ] ■ ❑ 2 ❑ 2 ❑ 11/2 ❑ 1Y ❑ r-- ❑ 114 ❑ 11/4 REMOTE AREA "A" THIS AREA HAS BEEN HYDRAULICALLY CALCULATED .39 G.P.M. / S.F. OVER 2,000 S.F. PER NFPA 13 (2007) 114 114 214 114 21 1W yi 2 21 11/2 ❑ 114 ❑ ] I 214 114 114 114 114 2 2 0 ‘. S16 S10 2 2 214 2/ 2 2 11/2 VY S18 2 _ 2 (.!:„2„, 114 _ 114 S4 S5 S6 ❑ 2 ❑ 2 ❑ S2 6X5 0 2 11 8 114 I=1114 ❑ 114 0 [ 0 11/4 ❑ 114 ❑ 2 ❑ 2 ❑ 2 o 214 _ 114 1,4 [ 1=1114❑ 11/2❑ 2 0 2 0 2 ❑214 2 2 2 2 114 114 2 _ 2 _ 114 _ 114 114 114 114 11 2 2 2 [ ❑ 1v4 ❑ 114 ❑ ❑ r 14� 21 S20 1/ 1Y4 s;1 11 114 114 1 11 tri 114 134 114 2 2 2 ,, 2 C ❑ 114 0 114 0 2 2 0 0 11/2 — 114 2 ❑ 2 ❑ 2 ❑ 1S4 ❑ 1Y4 ❑ C ❑ 1Y, ❑ 114 0 2 0 11,4 11/2 _ 2 _ 2 [ ❑ 114 0 1s4 0 2 2 0 2 2 0 2 0 2 ❑ 114 0 114 0 2 2 2 _ 11 _ 11/4 2 2 _ 2 _ 11/2 _ 114 6 114 _ 114 — 2 _ 2 _ 2 214 004 11/2 — 2 _ 2 2 E❑ 114 ❑ 114 ❑ 2 ❑ z 2110 214 0 114 n 114 n 2 n 2 n 21/2 0 6 1 ' 6 2& 0 114 1 v4 EXISTING SPRINKLER SYSTEM - PLAN VIEW SCALE: 3/32" = 11-0" • A TOR EXISTING SPRINKLER SYSTEM: EXISTING 1970 LEVITZ WAREHOUSE IS PROTECTED BT THREE SEPARATE RISER MANIFOLDS, EACH CONSISTING OF AN 8" ALARM VALVE FOR THE OVERHEAD, AND A 6" ALARM VALVE THAT SUPPLIES AN OVERHEAD SYSTEM OF PIPINGFOR RACK -PROTECTION. THE RACK SYSTEM HAS BEEN CAPPED -OFF NEAR THE TOP OF EACH RACK RISER. EXISTING PIPING IS IS BLACK SCHEDULE 40 WITH THREADED FITTING AND GROOVED COUPLINGS ON SOME BULK RUNS. ORIGINAL DESIGN CRITERIA, DRAWINGS, OR CALCULATIONS HAVE NOT BEEN FOUND. SCOPE OF WORK: F.S.I. IS TO SET THE VALVES ON THE NON-FUNCTIONING FIRE PUMP SO THAT THE CITY - SUPPLY BYPASSES THE PUMP. F.S.I. TO SURVEY THEY EXISTING OVERHEAD SPRINKLER SYSTEM AND HYDRAULICALLY CALCULATE TO DETERMINE WHAT DENSITIES CAN BE PROVIDED GIVEN CURRENT WATER SUPPLY AND EXISTING PIPE SIZING. HYD. CALCULATION CRITERIA: HYDRAULICALLY -CALCULATE THE EXISTING OVERHEAD SYSTEM TO PROVIDE MAXIMUM POSSIBLE SPRINKLER DENSITY BASED ON CURRENTLY -AVAILABLE WATER SUPPLY. ALSO CALCULATE TO .39 GPM / SQ FT OVER 2,000 SQ FT. PER NFPA 13 (2007) FOR 20 -FT. HIGH SOLID -PILED STORAGE OF CLASS IV COMMODITIES, w/ ORD. TEMP. SPRINKLERS. WATER SUPPLY: STATIC = 140 PSI / RESIDUAL: = 20 PSI , FLOWING 8,000 GPM !nEMOTE AREA "B" THIS AREA Hi S BEEN HYDRAULICALLY CALCULATED .60 G.P.M. I S.F. OVER 2,000 S.F. PER NFPA 13 (2007) TO RACK SYSTEM EXIST. FLOW SWITCH 6" ALARM VALVE 6" OS&Y VALVE TOR 8" Co TO OVERHEAD SPRINKLERS EXIST. FLOW SWITCH X> I I ca co 10X8 1 ��I 6 BOR 10) 6" OS&Y VALVE 10"x8"x6" FLANGED TEE O TEE TYP. EXISTING SPRINKLER RISER SCALE: 1/2" = LE VICINITY MAP (NO SCALE) Fire Sprinklers Inc WA CL# FIRESI*988RJ 1014 North Street Sumner, WA 98390 (253) 826-0099 PROJECT: ASHLEY FURNITURE (Old Levitz Showroom & Warehouse) 17601 Southcenter Parkway Tukwila, WA 98188 DESIGNER: Dave Lisiecki DATE: July 20, 2009 SCALE: 1/8" =1'-0" CONTRACT WITH: Retail Endeavors Group 1009 West 6th Street, Suite 208 Austin, TX 78703 Steve Noto - Office: (830)515-1345 / Cell: (512) 466-0988 HAZARD: See Notes AHJ: City of Tukwila JOB 2360 SHEET # FP1 OF 1 214 _ 2 _ 2 _ 114 _ 164 _ 1 214 2/ 114 114 114 ' 214 214 114 2 2 114 2 2 218 2 218 2 2 114 -0 - 114 214 114 1 64 ❑ ] 1Y 14 ] 2 _ 2 _ 2 _ 11/4 2 ❑ 2 ❑ 2 0 11i 0 11/2 ❑ 2 ❑ 2 ❑ 1 ❑ 114 ❑ ❑ 116 ❑ 11/2 ❑ 2 ❑ 2 E] C ❑ 1Y, ❑ 2 ❑ 2 2 ❑ 116 144 ❑ 11/2 ❑ 2 ❑ 2 114 0 2 0 2 0 2 O 2 0 2 2 ❑ IYi 0 2S 2 ❑ 2 ❑ 1Y, ❑ 2 ❑ 2 ❑ 11/4 ❑ 114 H 214 114 _ 11/4 214 ❑l V 114 1S4 C9 114 114 114 114 2 2 214 0 21 0 0 2 2 G 2 2 2 2 1Y 2 ❑ 2 ❑ 13 ❑ 2 2 2 114 ❑ 2 E3 2 E3 2 144 ❑ 114 ❑ 11/2 ❑ 2 ❑ 2 114 2 ❑ 2 ❑ 2' ❑ 214 2 11 214 ❑ 2 2Y 114 114 164 _ 114 _ 2 _ 2 _ _ 114 _ 2 _ 2 _ 2 1W 144 0 0 2 fl 2 2 ❑ ] 114 114 1/ 114 2 2/ V 64 ❑ ] 2 _ 2 _ 2 _ 114 2 ❑ 2 0 2 0 114 0 2 — 2 2 1Y 2 2 ❑ 0 2 0 11/4 0 2 2 ❑ 2 ❑ 11/4 ❑ 2 2 2 04 114 11 '2 1 11 _ 114 2 2 tri _ 2 _ 2 _ 2 114 2 _ 2 _ 2 2 0 2 0 11/4 0 2 2 2 2 _ 1/ 2 11% 2 1Y 164 1V4 2 _ 2 _ 2 _ 21 1Y 2 11/2 _ 1 _ 2 _ 1 _ 2/ tri 2 2 2 C 0 04 0 2 0 2 0 2 1Y 2 114 1A 2 ❑ 2 ❑ 114 ❑ 1Y4 ❑ Ij 116 114 2 2 216 2 2 114 114 2 2 214 2 2 114 164 8 164❑ 1Y 9 IW 2 2 14 2 2 1/ 1Y 1/ 21 164 2 2 2/ 2 2 11 114 ] 0 ❑ ] 114 ❑ REMOTE AREA "A" THIS AREA HAS BEEN HYDRAULICALLY CALCULATED .39 G.P.M. / S.F. OVER 2,000 S.F. PER NFPA 13 (2007) 114 164 114 11/ 21 1 0 16 164 114 214 114 1N 21 I ji 3 L 21 2 2 11 S18 S11 2 _ 11 tri 1/ ] ❑o V 2 1 2 1/ 2 _ I 2 _ 2 _ 114 6 114 J 0 1 2 2 2 114 11/4 _ 11/2 _ 2 2 2 _ 2 _ 114 _ 04 2 2 _ 2 _ 114 _ 1/ 2 2 _ 2 _ 114 _ 164 2 2 lYi o-� 0 1 2 2 114 1/ 6 E 14 S20 114 114 2 ❑ 218 � C ❑ 114 114 114 2 2 2 114 2 2 2 6 0 114 21 114 114 ❑ 114 ❑ 2 ❑ 1 C 0 14 0 114 114 1Y 11 1Y I J 0 2 0 11/2 0 114 0 11/2 ❑ 2 ❑ 2 ❑ 2j 2 ❑ 2 ❑ 114 _ 2 _ 2 _ 2 ❑ 11/2 0 2 ❑ 2 ❑ 2 ❑ ' ❑ 2 ❑ 2 ❑'` /1 114 _ 111 _ 2 _ 2 E—❑ 114 E—❑ 2 2 0 114 0 114 0 2 2 114 114 2 ❑ 2 0 2 ❑ 114 ❑ 114 ❑ 2 ❑ 2 ❑ 2 ❑ 1S4 ❑ 114 ❑ 2 11/2 ❑ 2 ❑ 2 ❑2Y.7 214 0 6 2 ❑ s4 2S4 1f 1/ EXISTING SPRINKLER SYSTEM - PLAN VIEW --.,!/ SCALE: 3/32" = 1'-0" n TOR EXISTING SPRINKLER SYSTEM: EXISTING 1970 LEVITZ WAREHOUSE IS PROTECTED BT THREE SEPARATE RISER MANIFOLDS, EACH CONSISTING OF AN 8" ALARM VALVE FOR THE OVERHEAD, AND A 6" ALARM VALVE THAT SUPPLIES AN OVERHEAD SYSTEM OF PIPINGFOR RACK -PROTECTION. THE RACK SYSTEM HAS BEEN CAPPED -OFF NEAR THE TOP OF EACH RACK RISER. EXISTING PIPING IS IS BLACK SCHEDULE 40 WITH THREADED FITTING AND GROOVED COUPLINGS ON SOME BULK RUNS. ORIGINAL DESIGN CRITERIA, DRAWINGS, OR CALCULATIONS HAVE NOT BEEN FOUND. SCOPE OF WORK: F.S.I. IS TO SET THE VALVES ON THE NON-FUNCTIONING FIRE PUMP SO THAT THE CITY - SUPPLY BYPASSES THE PUMP. F.S.I. TO SURVEY THEY EXISTING OVERHEAD SPRINKLER SYSTEM AND HYDRAULICALLY CALCULATE TO DETERMINE WHAT DENSITIES CAN BE PROVIDED GIVEN CURRENT WATER SUPPLY AND EXISTING PIPE SIZING. HYD. CALCULATION CRITERIA: HYDRAULICALLY -CALCULATE THE EXISTING OVERHEAD SYSTEM TO PROVIDE MAXIMUM POSSIBLE SPRINKLER DENSITY BASED ON CURRENTLY -AVAILABLE WATER SUPPLY. ALSO CALCULATE TO .39 GPM / SQ FT OVER 2,000 SQ FT. PER NFPA 13 (2007) FOR 20 -FT. HIGH SOLID -PILED STORAGE OF CLASS IV COMMODITIES, w/ ORD. TEMP. SPRINKLERS. WATER SUPPLY: STATIC =140 PSI I RESIDUAL: = 20 PSI , FLOWING 8,000 GPM F EMOTE AREA "B" THIS AREA HA6 BEEN HYDRAULICALLY CALCULATED .60 G.P.M.1 S.F. )VER 2,000 S.F. PER NFPA 13 (2007) TO RACK SYSTEM EXIST. FLOW SWITCH 6" ALARM VALVE 6" OS&Y VALVE (a TOR C• CD 8" TO OVERHEAD SPRINKLERS EXIST. FLOW SWITCH 10X8 6 \/ BOR ca 00 6" OS&Y VALVE 10"x8"x6" FLANGED TEE o /\ TEE TYP. EXISTING SPRINKLER RISER SCALE: 1 /2" =1'-0" VICINITY MAP (NO SCALE) filTraVeri 4,10 Fire Sprinklers Iris WA CL# FIRESI*988RJ 1014 North Street Sumner, WA 98390 (253) 826-0099 PROJECT: ASHLEY FURNITURE (Old Levitz Showroom & Warehouse) 17601 Southcenter Parkway Tukwila, WA 98188 DESIGNER: Dave Lisiecki DATE: July 20, 2009 SCALE: 1/8" = CONTRACT WITH: Retail Endeavors Group 1009 West 6th Street, Suite 208 Austin, TX 78703 Steve Noto - Office: (830)515-1345 / Cell: (512) 466-0988 HAZARD: See Notes AHJ: City of Tukwila JOB # 2360 SHEET # FP1 OF 1 21 214 214 16 114 IY4 IY. — 2 _ 2 _ 2 2! 2 2 2 114 lYi 0 2 ❑ 2 0 2 0 214 2 2 2 2 1Y. 11/2 ❑ 11i❑ ] 1 '� 2 ❑ 2 0 1Y4 0 114 / ❑ 114 14 214 114 1Y4 0 ❑ ] 1V 114 — 11/4 ❑ 1 2/ 1Y4 114 214 0 214 ❑ ] IY4 114 14 21/2 2 1 ❑ 114 IA 21e 0 -- 1 Yr 2 114 l Y4 ❑ ] 44, 2 2 2 — 11. 21 1YVi -0 ❑ 1Y ❑ ,❑ 2 ❑ ❑ C 11/4 ❑ 2 ❑ 2 ❑ 2 214 ❑ 2 E3 2 E3 2 E3 11/4 ❑ 11/4 ❑ 11/2 ❑ 2 ❑ 2 ❑ �E3 114 ❑ 2 ❑ 2 ❑ 2 V 2 2 2 — 114 2 1Y 2 2 0 2 2 2 2 — 1/ 2 2 ❑ 2 ❑ 11/4 ❑ O 2 0 1ri 0 2 — 2 _ 2 _ 114 2 1 F 2 — 114 2 _ 2 — 2 _ 11. Z 2 1 114 2 2 ❑ 2 ❑ 11/4 1 2 _ 2 — 114 29b4 1Y4 0 214❑ 2 65 1Y4 214 ❑ 2 214 114 1Y 114 114 — 2 _ 2 _ - _ 114 _ 2 _ 2 2 144 — 114 — 2 _ 2 0 1v 2 2 — 2 _ 2 _ 214 0 114 0 114 0 2 ❑ 2 ❑ E—E3 114❑ 2 ❑ 2 2 0 1Y 114 — 2 2 0 2 a/0 40 114 2 — 2 — 2 _ 21 1A 0 2 0 2 ❑ 2 0 21/2 114 — 2 — 2 — 2 1/ 1Y 1Y 114 2 2 2 21 2 — 1Y. 2 _ 114 2 0 2 0 11t ❑ 7 2 ❑ 2 ❑ 1v4 0 2 0 2 ❑ 114 ❑ 2 214 214 2 214 114 114 2 2 214 11/4 11/2 2 _ 2 214 2 0 2 114 IY4 2 2 2 2 0 2 1f fr 1/ 2 2 1/ 114 114 1W 114 14 IY4 114 IY4 114 2 214 214 214 21 0 ❑ r F f 2 1 114 1Y: 2 REMOTE AREA "A" THIS AREA HAS BEEN HYDRAULICALLY CALCULATED .39 G.P.M. I S.F. OVER 2,000 S.F. PER NFPA 13 (2007) 114 IY4 2 14 2 214 1/ 1Y 2 21 0 214 2 0 214 V 214 2 2 11/211/4 ❑ v4 6X5 114 1/ 2 1 C ❑ 11/ 1/ 2 2 C ❑ 114 114 2 ❑ 21 2 ❑ 2 0 2 ❑ 214 114 ❑ 11/42 2 0 3 C ❑ 1Y4 0 114 ❑ 114 — 114 114 ❑ 3 1/ ❑ ] 2 2 — 114 — 11/4 2 2 V t R4B 21.\/ 1f 5191 1 S20 2 114 114 114 1v 114 C ❑ 114 ❑ ,14 0 2 0 ■ C ❑ 114 0 114 2 0 n S3 R3T 2❑_210 2s4 a 1 114 _ 1Y4 — 2 — - _ 116 _ 114 _ 2 _ 1 L 114 11 2 R1T CI !6X5 2 ❑ 2 0 11i 0 11/4 0 114 114 134 114 114 114 2 2 _ _ 114 114 2 2 2 — 2 — 114 tri ❑—] 0 1- 2 — 2 — 114 _ 11/4 2 114 ❑ 11/4 ❑ C ❑ 114 ❑ 114 ❑ 2 ❑ 2 114 — 2 _ 2 _ 2 E—❑ ❑ 21 14 C7 2 134 134 EXISTING SPRINKLER SYSTEM - PLAN VIEW SCALE: 3/32" = TOR R EMOTE AREA "B" EXISTING SPRINKLER SYSTEM: EXISTING 1970 LEVITZ WAREHOUSE IS PROTECTED BT THREE SEPARATE RISER MANIFOLDS, EACH CONSISTING OF AN 8" ALARM VALVE FOR THE OVERHEAD, AND A 6" ALARM VALVE THAT SUPPLIES AN OVERHEAD SYSTEM OF PIPINGFOR RACK -PROTECTION. THE RACK SYSTEM HAS BEEN CAPPED -OFF NEAR THE TOP OF EACH RACK RISER. EXISTING PIPING IS IS BLACK SCHEDULE 40 WITH THREADED FITTING AND GROOVED COUPLINGS ON SOME BULK RUNS. ORIGINAL DESIGN CRITERIA, DRAWINGS, OR CALCULATIONS HAVE NOT BEEN FOUND. SCOPE OF WORK: F.S.I. IS TO SET THE VALVES ON THE NON-FUNCTIONING FIRE PUMP SO THAT THE CITY - SUPPLY BYPASSES THE PUMP. F.S.I. TO SURVEY THEY EXISTING OVERHEAD SPRINKLER SYSTEM AND HYDRAULICALLY CALCULATE TO DETERMINE WHAT DENSITIES CAN BE PROVIDED GIVEN CURRENT WATER SUPPLY AND EXISTING PIPE SIZING. HYD. CALCULATION CRITERIA: HYDRAULICALLY -CALCULATE THE EXISTING OVERHEAD SYSTEM TO PROVIDE MAXIMUM POSSIBLE SPRINKLER DENSITY BASED ON CURRENTLY -AVAILABLE WATER SUPPLY. ALSO CALCULATE TO .39 GPM / SQ FT OVER 2,000 SQ FT. PER NFPA 13 (2007) FOR 20 -FT. HIGH SOLID -PILED STORAGE OF CLASS IV COMMODITIES, w/ ORD. TEMP. SPRINKLERS. WATER SUPPLY: STATIC = 140 PSI I RESIDUAL: = 20 PSI , FLOWING 8,000 GPM THIS AREA HAy BEEN HYDRAULICALLY CALCULATED .60 G.P.M. / S.F. OVER 2,000 S.F. PER NFPA 13 (2007) TO RACK SYSTEM EXIST. FLOW SWITCH 6" ALARM VALVE 6" OS&Y VALVE Col 10X8 6" - BOR TOR 8" 00 TO OVERHEAD SPRINKLERS EXIST. FLOW SWITCH —6" ALARM VALVE X Col lo) cc I -I 6" OS&Y VALVE 10"x8"x6" FLANGED TEE TEE TYP. EXISTING SPRINKLER RISER FILE C VICINITY MAP (NO SCALE) N FA Fire Sprinklers Inc WA CL# FIRESI*988RJ 1014 North Street Sumner, WA 98390 (253) 826-0099 PROJECT: ASHLEY FURNITURE (Old Levitz Showroom & Warehouse) 17601 Southcenter Parkway Tukwila, WA 98188 DESIGNER: Dave Lisiecki • DATE: July 20, 2009 SCALE: 1/8" =14-0" CONTRACT WITH: Retail Endeavors Group 1009 West 6th Street, Suite 208 Austin, TX 78703 Steve Noto - Office: (830)515-1345 / Cell: (512) 466-0988 HAZARD: See Notes AHJ: City of Tukwila JOB # 2360 SHEET # FP1 OF 1