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HomeMy WebLinkAboutPP - 4501 S 134TH PL - SMITH COURT BUILDING - PERMITS AND PLANS4501 S 134TH PL ASSOCIATED PERMITS 15-F-171 18-S-045 16-S-084 15-S-079 D18-0008 D16-0076 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: X150 / 5...47 /3y'" Tenant Name: ii.s.weirel S. 14e.j h 4 Property Owner's Name: S M r rt. Le c.) King Co. Assessor's Tax No.: 24, (32 000 H S Suite Number: N /A, Floor: I New Tenant? 1=1- Yes ® - No Mailing Address: IA ' So" -.+v, \\H -rU k r.) ILA c181(.8 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: ,l4: 4L l -rt tit Day Telephone:253-926-2290 Company Name: Patriot Fire Protection, Inc. Mailing Address: 2707 70th Ave E Tacoma WA 98424 City State Zip E-mail Address: vvi".. �af r. o a< �L.—e • co e --, Fax Number: 253-922-6150 Total number of new/relocated devices or sprinkler heads: 1 Valuation of Project (contractor's bid price): $ 53 7 Li Scope of Work (please provide detailed information): re_ 4, ca Ie / tiwi vqJ % SiOeVei L.r TC etc o [Y it TL 4,e .— o Pre. --42— 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 S R A . HORIZED AGENT: Signature: /'‘ Date: a•24. • 17 Print Name: //Al 6-/Y—€.-st •e— Day Telephone: ZS3 .3 77 -2..Z.72; Plan Permit App.doc 1/2/13 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.: 2b 132LO - t0q S Site Address: 14501 S • 139*roc r Tut WPI1-44 Suite Number: /.4/4 Floor: I Tenant Name: EL(, New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Mailing Address: 3AMF k5 A't/c. City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Df IL NIcCQ'i Day Telephone:2S� L Company Name: FNM rLEC I IZI C Mailing Address: ?O. $o ( 11 70561 & y.3 ( teJA 4. 31 I City State Zip E-mail Address: d c rG��J nwtcc-' (-DA" Fax Number: Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: 1 I �,e� Valuation of Project (contractor's bid price): $ 2) 5/0,d Scope of Work (please provide detailed information): ?NSTALC_ A3 Fl¢F ALA iZA jflz SMELL. 51'40 . 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: .//1(V1 Date:1 :1,Z -.14 PC Print Name: EM ,(k Y Day Telephone:25'3` 431 - 15T1=1„, Plan Permit App.doc 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.: 261320-0045 Site Address: 4501 South 134th Place Tenant Name: 4501 LLC Property Owner's Name: 4501 LLC Mailing Address: PO Box 146 Renton WA 98057 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Phil Stoehr Day Telephone: (253) 248-2057 Company Name: Smith Fire Systems Mailing Address:1106 54th Ave E Tacoma WA 98424 City State Zip E-mail Address: pstoehr@smithfire.com Fax Number: Contractor's City of Tukwila Business License number: BUS -0993301 Total number of new/relocated devices or sprinkler heads: 211 New Sprinkler Heads Valuation of Project (contractor's bid price): $ 33,676 Scope of Work (please provide detailed information): Install (1) new ESFR sprinkler system to protect the new building. Suite Number: Floor: New Tenant? ❑ - Yes M - No 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 OW�THORIZED AGENT: Signature: Print Name: Philip Stoehr Plan Permit App.doc Date: 5/4/15 Day Telephone: (253) 248-2057 8/22/14 TFD FP Form 8 44ittil‘w4t SITE LOCATION Site Address: 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. Z/577/ S, /5e/14 "ZiVE **PLEASE PRINT** King Co. Assessor's Tax No.: e7002).20 Suite Number: Floor: Tenant Name: B/4/,OU New Tenant? El - Yes, - No Property Owner's Name: /TJQ% Agx- ,s5OL ij c Mailing Address: /%00 Se 301 Sf 3Tt /fi ILE/4'1 Gv4 91006 City State Zip CONTACT PERSON -if there are questions about the submittal. � EP Sin i7n Name: Day Telephone: 4.9S3r�� - Company Name: $dr/T PIE 5VS7-045 Mailing Address: //0G SL/E4 /WI 6Oin (m fiW /[ City State Zip E-mail Address: ILlTS�1 e5� �� �n` Fax Number: 05�- gX- ,� O Contractor's City of Tukwila Business License number: 13d5- 01.30/ Total number of new/relocated devices or sprinkler heads: c2 Valuation of Project (contractor's bid price): $ /g5-5 !1_ Scope of Work (please provide detailed information): , DD/FV 1 i E arc/ST/4Jb 5p/1%4//Ll- S5/5 1-64 70 f &016/ncid $T -The- rvtM/ 6/4115 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: C _ Date: 4024 Print Name: TEPP 5»? /TN Day Telephone: 3 - ,34.i-4 Plan Permit App.doc 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Permit No.: Date: Reviewer: 4501 LLC 4501 S 134th PI 15-S-079 May 11, 2015 Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 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. • 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. • Maintain a 4 ft. clear space around the sprinkler riser for emergency access. • The PIV height shall be 36 inches. • The height of the fire department connection (FDC) shall be 36 to 48 inches above grade. • The underground fire line installation requires a separate Public Works permit. • All new underground piping shall be hydrostatically tested and inspected. Contact Dave Stuckle, Public Works Inspector, at 206-433-0179 to make an appointment. • When subject to vehicular damage, protective guard posts or curbs are required around sprinkler valves and hydrants. Posts and curbs are to be painted yellow. • All control, drain, and test connections valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. • Provide a spare head and wrench box at the riser. • 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. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,.,. /50 Type of Inspection: 6/41-1---rd---rd��� / Address:Contact Suite #: 4S --D( S. 1341'191 Person: Hood & Duct: Special Instructions: Phone No.: 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: �✓L� ��'� -DGS Needs Shift Inspection: N-0 S Sprinklers: 'j6 Hrs.: Fire Alarm: 1C3 Hood & Duct: Monitor: 7 Pre -Fire: N6- S Permits: Occupancy Type: g i Inspector: P`yj T4— Date: 57/ //4 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD -S Ogg Retain a copy with permit 1> f lT%(' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project-7nc4 4..r--- Sprinklers: 1.,v Type of Inspection: av/i.rn( Address: Suite #: '&7j1 s / j if f' r c Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: c7Z -63 01/ etcs_ai Needs Shift Inspection: NO Sprinklers: 1.,v Fire Alarm: //1,64.A.4Hood & Duct: Monitor: y4 Pre -Fire: Permits: < Occupancy Type: Inspectors f-3 Date: i t Hrs.: / d v — / $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 s /3 /!0 ///d ��y.d' 3/14/14 T.F.D. Form F.P. 113 5495 Power Supply Caics. DEVICE 5700 PANEL AIM MODULE PHOTO SMOKE PULL STATION 15CD STROBE ONLY 110CD HORN STROBE SUM COLUMN FOR: VOLTAGE DROP: CKT. 1A WIRE LENGTH CKT. 2A WIRE LENGTH CKT. 3A WIRE LENGTH CKT. 4A WIRE LENGTH BATTERY CALCULATIONS VOLTAGE DROP CALCULATION CURRENT CURRENT TOTAL TOTAL QTY. CKT. 1A CKT. 2A CKT. 3A CKT. 4A STANDBY ALARM STANDBY ALARM 1 0.2 0.325 0.2 0.325 3 0.00055 0.00055 0.0017 0.002 1 0.00055 0.00055 0.0006 6E-04 1 0.00055 0.00055 0.0006 6E-04 6 6 0 0 0 0 0.066 0 0.396 3 2 1 0 0 0 0.201 0 0.603 0.798 0.201 0 0 0.2028 1.327 OHMS: VOLTS Cal EOL. %VOLTAGE DROP 188 0.9475 23.244 3.151 BATTERY LOAD REQ. TOTAL 40 0.2016 23.959 0.169 STANDBY 0.2028 24 4.866 0 0 24 0 ALARM 1.3268 0.083 0.110518 0 0 24 0 AMP DRAW AMP REQUIRED 4.866 5.8392 BATTERY SIZE: 12 VOLT 7 AMP 0 THE FIRE PROTECTION INTERNATIONAL CONSORTIUM, INC. FIRE PROTECTION - LIFE SAFETY - CODE CONSULTING SECURITY - PERFORMANCE BASED DESIGN http://www.the-fpi.com May 1,2015 Brandon Cook Smith Fire Systems, Inc. 1106 54th Ave East Tacoma, WA 98424 Project: Fire Sprinkler System Plan Review 4501 Warehouse 4501 S 134th Place Tukwila, WA Install New ESFR Fire Sprinkler System Dear Mr. Cook: As requested by Smith Fire Systems, Inc., I have performed an Independent Plan Review of the fire sprinkler system drawing, submittals and hydraulic calculation for the above referenced project. The following were reviewed: Fire Sprinkler Drawings — Sheet 1-3 of 3 dated 4/23/2015 Revised Sheet 2 Hydraulic Calculations dated 4/24/2015 Revised Calculations dated 5/1/2015 Material Submittals Bracing Calculations The information was reviewed for compliance with the 2013 edition of NFPA 13, Installation of Sprinkler Systems. I have found the fire sprinkler design to be acceptable with the following comments. Water supply information was provided by Smith Fire Systems, Inc. who received the flow data from the Tukwila Water Department based on a 05/23/2013 flow test on 134th Place to the south of the site. The FPI has not conducted an independent flow test. West Region Warde Comeaux P-925-825-4643 w.comeaux@the-fpi.com CentraUEast Region Gerald Schultz, P.E. P-630-985-3106 j. schultz@the-fpi. corn Northwest Region Carl Anderson, P.E. P-360-878-9267 c.anderson@the-fpi.com The Fire Protection International Consortium, Inc. May 1, 2015 Smith Fire Systems, Inc. has selected the correct design criteria from NFPA 13 for high -piled combustible storage based on their description of the commodity and its storage arrangement: Spec warehouse Maximum storage height 27-9", Maximum ceiling height 29ft, - Commodity classification can be Class I-IV encapsulated or non -encapsulated, Group A plastic exposed unexpanded or cartoned unexpanded on racks with no solid shelves or palletized/solid piled on floor with no open top containers. This design could also protect cartoned expanded Group A plastics based on Table 17.2.3.1 as well as idle pallets to 25ft per Table 12.12.2.2.3. - Storage can be on single double or multiple row racks with no solid shelves or palletized/solid piled based on the ESFR design stated. The selected design criteria of 12 ESFR sprinklers, K16.8, at a minimum pressure of 35psi plus 250GPM hose allowance is selected from Table 16.2.3.1 and/or Table 17.2.3.1. The City of Tukwila Municipal Code (TMC) calls for a minimum design criteria of 0.39GPM/5,600sf plus 1000GPM for in rack sprinkler allowance. The minimum criteria in the TMC is exceeded by this design. The TMC requires a minimum cushion in the hydraulic calculations of lOpsi. A cushion of 10.6 psi is shown on the calculations. The underground supply piping and yard FDC are "by others" and are not a part of this review. The TMC sets a maximum velocity in the sprinkler system pipe of 32ft/sec and maximum velocity in the underground supply piping of 16ft/sec. The hydraulic calculations show a maximum velocity of 1.3ft/sec in the system piping and 8.7ft/sec in the underground supply. This review assumes that the building trusses are designed such that ESFR obstruction rules are not violated and sprinklers are installed with their deflectors positioned with respect to the ceiling in accordance with NFPA 13. The comments made above do not presume to relieve the contractor from compliance with requirements of contract drawings, specifications, codes or standards. The FPI has performed a review of the submittal for general conformance with the standards referenced. Please contact me at 360-259-1627 or c.anderson@the-fpi.com with any questions regarding this review. Sincerely, 7` Carl P. Anderson, PE Fire Protection International Consortium, INC. 4501 Warehouse Fire Sprinkler Review 2 4501 S. 134th Place ' Tukwila, WA SMITH FIRE SYSTEMS, INC. JOB NO. 15004 4501 BUILDING - TUKWILA SYSTEM # 2 OH1 AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: 0.15 GPM / 900 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 251.9GPM AT 72.7 PSI DATE: 5/4/2015 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 H:\HASS\TC15004\TC15004-MEZZ.SDF JOB TITLE: TC15004 MEZZ-5.6KK@ 0.15/900 WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) SOURCE 120.0 20.0 4974.0 Required pressure is 34.4 psi (29%) less AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE S50 S51 S52 S53 S54 S55 S56 S57 S58 S59 S60 S61 50 51 52 53 54 55 56 57 58 59 60 61 300 301 302 303 100 101 102 103 ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) 12.8 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 8.0 8.0 11.8 11.8 11.8 11.8 11.8 11.8 11.8 11.8 11.8 11.8 11.8 11.8 11.8 11.8 11.8 27.5 27.2 25.2 27.0 25.0 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 AVAIL. PRESS. (PSI) TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 118.6 501.9 84.1 than available pressure. 501.9 GPM 0.0 GPM 250.0 GPM 251.9 GPM PRESSURE (PSI) 13.6 12.1 12.3 13.0 13.9 13.8 14.0 14.0 14.3 14.1 16.4 17.6 14.8 15.2 15.5 16.4 17.6 17.5 17.7 17.7 18.1 17.9 17.5 17.5 18.5 19.8 38.7 44.2 54.9 55.8 55.0 55.8 DISCHARGE (GPM) 20.6 19.5 19.7 20.2 20.9 20.8 20.9 21.0 21.2 21.0 22.6 23.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-MEZZ.SDF JOB TITLE: TC15004 MEZZ-5.6KK@ 0.15/900 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 104 26.9 55.0 105 24.9 55.9 106 26.8 55.1 107 24.8 56.0 108 26.7 55.1 109 24.7 56.0 110 26.7 55.1 111 24.7 56.0 112 26.8 55.1 113 24.8 56.0 114 26.9 51.9 115 24.9 55.9 116 27.0 55.0 117 25.0 55.9 118 27.2 54.9 119 25.2 55.8 200 27.2 54.7 201 25.2 55.5 202 27.0 54.8 203 25.0 55.6 204 26.9 54.8 205 24.9 55.6 206 26.8 54.9 207 24.8 55.7 208 26.7 54.9 209 24.7 55.7 210 26.7 54.9 211 24.7 55.7 212 26.8 54.8 213 24.8 55.7 214 26.9 53.0 215 24.9 55.6 216 27.0 54.7 217 25.0 55.5 218 27.2 54.7 219 25.2 55.5 TOR 25.2 56.0 BF1 1.0 66.5 BF2 1.0 72.5 FLG 0.5 - - - - 72.7 UG1 -4.0 HOSE STREAM 74.7 250.0 SOURCE -25.5 SOURCE 84.1 501.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-MEZZ.SDF JOB TITLE: TC15004 MEZZ-5.6KK@ 0.15/900 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: S50 -20.6 1.049 PL 1.08 PF 0.8 S50 12.8 5.6 13.6 20.6 7.7 120 FTG T PE 0.4 50 11.8 0.0 14.8 0.0 0.138 TL 6.08 PV Pipe: S51 -19.5 1.049 PL 6.00 PF 4.3 S51 9.0 5.6 12.1 19.5 7.2 120 FTG 29.0 PE -1.2 51 11.8 0.0 15.2 0.0 0.124 TL 35.00 PV Pipe: S52 -19.7 1.049 PL 6.00 PF 4.4 S52 9.0 5.6 12.3 19.7 7.3 120 FTG 29.0 PE -1.2 52 11.8 0.0 15.5 0.0 0.126 TL 35.00 PV Pipe: S53 -20.2 1.049 PL 6.00 PF 4.6 S53 9.0 5.6 13.0 20.2 7.5 120 FTG 29.0 PE -1.2 53 11.8 0.0 16.4 0.0 0.132 TL 35.00 PV Pipe: S54 -20.9 1.049 PL 6.00 PF 4.9 S54 9.0 5.6 13.9 20.9 7.8 120 FTG 29.0 PE -1.2 54 11.8 0.0 17.6 0.0 0.141 TL 35.00 PV Pipe: S55 -20.8 1.049 PL 6.00 PF 4.9 S55 9.0 5.6 13.8 20.8 7.7 120 FTG 29.0 PE -1.2 55 11.8 0.0 17.5 0.0 0.140 TL 35.00 PV Pipe: S56 -20.9 1.049 PL 6.00 PF 4.9 S56 9.0 5.6 14.0 20.9 7.8 120 FTG 29.0 PE -1.2 56 11.8 0.0 17.7 0.0 0.141 TL 35.00 PV Pipe: S57 -21.0 1.049 PL 6.00 PF 5.0 S57. 9.0 5.6 14.0 21.0 7.8 120 FTG 29.0 PE -1.2 57 11.8 0.0 17.7 0.0 0.142 TL 35.00 PV Pipe: S58 -21.2 1.049 PL 6.00 PF 5.1 S58 9.0 5.6 14.3 21.2 7.9 120 FTG 29.0 PE -1.2 58 11.8 0.0 18.1 0.0 0.144 TL 35.00 PV Pipe: S59 -21.0 1.049 PL 6.00 PF 5.0 S59 9.0 5.6 14.1 21.0 7.8 120 FTG 29.0 PE -1.2 59 11.8 0.0 17.9 0.0 0.143 TL 35.00 PV Pipe: S60 -22.6 1.049 PL 7.42 PF 2.9 S60 8.0 5.6 16.4 22.6 8.4 120 FTG 2T PE -1.7 60 11.8 0.0 17.5 0.0 0.164 TL 17.42 PV Pipe: S61 -23.5 1.049 PL 3.92 PF 1.6 S61 8.0 5.6 17.6 23.5 8.7 120 FTG T PE -1.7 61 11.8 0.0 17.5 0.0 0.175 TL 8.92 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-MEZZ.SDF JOB TITLE: TC15004 MEZZ-5.6KK@ 0.15/900 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: 50 -20.6 1.710 PL 10.75 PF 0.4 50 11.8 0.0 14.8 0.0 2.9 120 FTG 2ET PE 0.0 51 11.8 0.0 15.2 0.0 0.013 TL 30.25 PV Pipe: 51 -40.1 1.710 PL 6.50 PF 0.3 51 11.8 0.0 15.2 0.0 5.6 120 FTG ---- PE 0.0 52 11.8 0.0 15.5 0.0 0.044 TL 6.50 PV Pipe: 52 -59.7 1.710 PL 9.50 PF 0.9 52 11.8 0.0 15.5 0.0 8.3 120 FTG ---- PE 0.0 53 11.8 0.0 16.4 0.0 0.091 TL 9.50 PV Pipe: 53 -79.9 1.710 PL 1.25 PF 2.1 53 11.8 0.0 16.4 0.0 11.2 120 FTG T PE 0.0 300 11.8 0.0 18.5 0.0 0.156 TL 13.75 PV Pipe: 54 -41.7 1.710 PL 6.75 PF 0.9 54 11.8 0.0 17.6 0.0 5.8 120 FTG T PE 0.0 300 11.8 0.0 18.5 0.0 0.047 TL 19.25 PV Pipe: 55 -20.8 1.710 PL 6.00 PF 0.1 55 11.8 0.0 17.5 0.0 2.9 120 FTG ---- PE 0.0 54 11.8 0.0 17.6 0.0 0.013 TL 6.00 PV Pipe: 56 -20.9 1.710 PL 4.33 PF 0.1 56 11.8 0.0 17.7 0.0 2.9 120 FTG ---- PE 0.0 57 11.8 0.0 17.7 0.0 0.013 TL 4.33 PV Pipe: 57 -41.9 1.710 PL 7.83 PF 0.4 57 11.8 0.0 17.7 0.0 5.9 120 FTG ---- PE 0.0 58 11.8 0.0 18.1 0.0 0.047 TL 7.83 PV Pipe: 58 -63.0 1.710 PL 4.00 PF 1.7 58 11.8 0.0 18.1 0.0 8.8 120 FTG T PE 0.0 301 11.8 0.0 19.8 0.0 0.101 TL 16.50 PV Pipe: 59 -67.2 1.710 PL 4.17 PF 1.9 59 11.8 0.0 17.9 0.0 9.4 120 FTG T PE 0.0 301 11.8 0.0 19.8 0.0 0.113 TL 16.67 PV Pipe: 60 -46.2 1.710 PL 5.92 PF 0.3 60 11.8 0.0 17.5 0.0 6.4 120 FTG ---- PE 0.0 59 11.8 0.0 17.9 0.0 0.057 TL 5.92 PV Pipe: 61 -23.5 1.710 PL 0.75 PF 0.0 61 11.8 0.0 17.5 0.0 3.3 120 FTG ---- PE 0.0 60 11.8 0.0 17.5 0.0 0.016 TL 0.75 PV Pipe: 300 -121.6 2.185 PL 12.25 PF 1.3 300 11.8 0.0 18.5 0.0 10.4 120 FTG ---- PE 0.0 301 11.8 0.0 19.8 0.0 0.103 TL 12.25 PV DATE: 5/4/2015 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 H:\HASS\TC15004\TC15004-MEZZ.SDF JOB TITLE: TC15004 MEZZ-5.6KK@ 0.15/900 PIPE TAG END ELEV. NODES (FT) 301 302 302 303 Pipe: 301 11.8 11.8 Pipe: 302 11.8 27.5 Pipe: 303 303 27.5 114 26.9 303 214 100 200 102 202 104 204 106 206 108 208 110 210 Pipe: 303A 27.5 26.9 Pipe: 100 27.2 27.2 Pipe: 102 27.0 27.0 Pipe: 104 26.9 26.9 Pipe: 106 26.8 26.8 Pipe: 108 26.7 26.7 Pipe: 110 26.7 26.7 Pipe: 112 112 26.8 212 26.8 Pipe: 116 116 27.0 216 27.0 Pipe: 118 118 27.2 218 27.2 Q(GPM) NOZ. PT DISC. VEL(FPS) (K) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT - 251.9 2.185 PL 32.67 0.0 19.8 0.0 21.5 120 FTG T 0.0 38.7 0.0 0.396 TL 47.87 PRESS. SUM. (PSI) PF 19.0 PE 0.0 PV - 251.9 2.185 PL 15.67 PF 12.2 0.0 38.7 0.0 21.5 120 FTG T PE -6.8 0.0 44.2 0.0 0.396 TL 30.87 PV - 145.0 2.185 PL 37.62 PF 7.5 0.0 44.2 0.0 12.4 120 FTG T PE 0.3 0.0 51.9 0.0 0.142 TL 52.82 PV - 106.9 2.185 PL 90.25 PF 8.6 0.0 44.2 0.0 9.1 120 FTG T PE 0.3 0.0 53.0 0.0 0.081 TL 105.45 PV 11.2 2.185 PL 127.88 PF 0.2 0.0 54.9 0.0 1.0 120 FTG 2T PE 0.0 0.0 54.7 0.0 0.001 TL 158.27 PV 11.2 2.185 PL 127.88 PF 0.2 0.0 55.0 0.0 1.0 120 FTG 2T PE 0.0 0.0 54.8 0.0 0.001 TL 158.27 PV 11.3 2.185 PL 127.88 PF 0.2 0.0 55.0 0.0 1.0 120 FTG 2T PE 0.0 0.0 54.8 0.0 0.001 TL 158.27 PV 11.4 2.185 PL 127.88 PF 0.2 0.0 55.1 0.0 1.0 120 FTG 2T PE 0.0 0.0 54.9 0.0 0.001 TL 158.27 PV 11.6 2.185 PL 127.88 PF 0.2 0.0 55.1 0.0 1.0 120 FTG 2T PE 0.0 0.0 54.9 0.0 0.001 TL 158.27 PV 11.8 2.185 PL 127.88 PF 0.2 0.0 55.1 0.0 1.0 120 FTG 2T PE 0.0 0.0 54.9 0.0 0.001 TL 158.27 PV 12.1 2.185 PL 127.88 PF 0.2 0.0 55.1 0.0 1.0 120 FTG 2T PE 0.0 0.0 54.8 0.0 0.001 TL 158.27 PV 12.9 2.185 PL 127.88 PF 0.3 0.0 55.0 0.0 1.1 120 FTG 2T PE 0.0 0.0 54.7 0.0 0.002 TL 158.27 PV 13.3 2.185 PL 127.88 PF 0.3 0.0 54.9 0.0 1.1 120 FTG 2T PE 0.0 0.0 54.7 0.0 0.002 TL 158.27 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-MEZZ.SDF JOB TITLE: TC15004 MEZZ-5.6KK@ 0.15/900 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: RN100 -11.2 2.185 PL 2.00 PF 0.0 100 27.2 0.0 54.9 0.0 1.0 120 FTG ET PE 0.9 101 25.2 0.0 55.8 0.0 0.001 TL 21.80 PV Pipe: RN102 -11.2 2.185 PL 2.00 PF 0.0 102 27.0 0.0 55.0 0.0 1.0 120 FTG ET PE 0.9 103 25.0 0.0 55.8 0.0 0.001 TL 21.80 PV Pipe: RN104 -11.3 2.185 PL 2.00 PF 0.0 104 26.9 0.0 55.0 0.0 1.0 120 FTG ET PE 0.9 105 24.9 0.0 55.9 0.0 0.001 TL 21.80 PV Pipe: RN106 -11.4 2.185 PL 2.00 PF 0.0 106 26.8 0.0 55.1 0.0 1.0 120 FTG ET PE 0.9 107 24.8 0.0 56.0 0.0 0.001 TL 21.80 PV Pipe: RN108 -11.6 2.185 PL 2.00 PF 0.0 108 26.7 0.0 55.1 0.0 1.0 120 FTG ET PE 0.9 109 24.7 0.0 56.0 0.0 0.001 TL 21.80 PV Pipe: RN110 -11.8 2.185 PL 2.00 PF 0.0 110 26.7 0.0 55.1 0.0 1.0 120 FTG ET PE 0.9 111 24.7 0.0 56.0 0.0 0.001 TL 21.80 PV Pipe: RN112 -12.1 2.185 PL 2.00 PF 0.0 112 26.8 0.0 55.1 0.0 1.0 120 FTG ET PE 0.9 113 24.8 0.0 56.0 0.0 0.001 TL 21.80 PV Pipe: RN114 -145.0 2.185 PL 2.00 PF 3.1 114 26.9 0.0 51.9 0.0 12.4 120 FTG ET PE 0.9 115 24.9 0.0 55.9 0.0 0.142 TL 21.80 PV Pipe: RN116 -12.9 2.185 PL 2.00 PF 0.0 116 27.0 0.0 55.0 0.0 1.1 120 FTG ET PE 0.9 117 25.0 0.0 55.9 0.0 0.002 TL 21.80 PV Pipe: RN118 -13.3 2.185 PL 2.00 PF 0.0 118 27.2 0.0 54.9 0.0 1.1 120 FTG ET PE 0.9 119 25.2 0.0 55.8 0.0 0.002 TL 21.80 PV Pipe: RN200 11.2 2.185 PL 2.00 PF 0.0 200 27.2 0.0 54.7 0.0 1.0 120 FTG ET PE 0.9 201 25.2 0.0 55.5 0.0 0.001 TL 21.80 PV Pipe: RN202 11.2 2.185 PL 2.00 PF 0.0 202 27.0 0.0 54.8 0.0 1.0 120 FTG ET PE 0.9 203 25.0 0.0 55.6 0.0 0.001 TL 21.80 PV Pipe: RN204 11.3 2.185 PL 2.00 PF 0.0 204 26.9 0.0 54.8 0.0 1.0 120 FTG ET PE 0.9 205 24.9 0.0 55.6 0.0 0.001 TL 21.80 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-MEZZ.SDF JOB TITLE: TC15004 MEZZ-5.6KK@ 0.15/900 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: RN206 11.4 2.185 PL 2.00 PF 0.0 206 26.8 0.0 54.9 0.0 1.0 120 FTG ET PE 0.9 207 24.8 0.0 55.7 0.0 0.001 TL 21.80 PV Pipe: RN208 11.6 2.185 PL 2.00 PF 0.0 208 26.7 0.0 54.9 0.0 1.0 120 FTG ET PE 0.9 209 24.7 0.0 55.7 0.0 0.001 TL 21.80 PV Pipe: RN210 11.8 2.185 PL 2.00 PF 0.0 210 26.7 0.0 54.9 0.0 1.0 120 FTG ET PE 0.9 211 24.7 0.0 55.7 0.0 0.001 TL 21.80 PV Pipe: RN212 12.1 2.185 PL 2.00 PF 0.0 212 26.8 0.0 54.8 0.0 1.0 120 FTG ET PE 0.9 213 24.8 0.0 55.7 0.0 0.001 TL 21.80 PV Pipe: RN214 -106.9 2.185 PL 2.00 PF 1.8 214 26.9 0.0 53.0 0.0 9.1 120 FTG ET PE 0.9 215 24.9 0.0 55.6 0.0 0.081 TL 21.80 PV Pipe: RN216 12.9 2.185 PL 2.00 PF 0.0 216 27.0 0.0 54.7 0.0 1.1 120 FTG ET PE 0.9 217 25.0 0.0 55.5 0.0 0.002 TL 21.80 PV Pipe: RN218 13.3 2.185 PL 2.00 PF 0.0 218 27.2 0.0 54.7 0.0 1.1 120 FTG ET PE 0.9 219 25.2 0.0 55.5 0.0 0.002 TL 21.80 PV Pipe: 201 11.2 4.298 PL 10.00 PF 0.0 201 25.2 0.0 55.5 0.0 0.2 120 FTG ---- PE 0.1 203 25.0 0.0 55.6 0.0 0.000 TL 10.00 PV Pipe: 203 22.5 4.298 PL 10.00 PF 0.0 203 25.0 0.0 55.6 0.0 0.5 120 FTG ---- PE 0.1 205 24.9 0.0 55.6 0.0 0.000 TL 10.00 PV Pipe: 205 33.8 4.298 PL 10.00 PF 0.0 205 24.9 0.0 55.6 0.0 0.7 120 FTG ---- PE 0.1 207 24.8 0.0 55.7 0.0 0.000 TL 10.00 PV Pipe: 207 45.1 4.298 PL 10.00 PF 0.0 207 24.8 0.0 55.7 0.0 1.0 120 FTG ---- PE 0.1 209 24.7 0.0 55.7 0.0 0.001 TL 10.00 PV Pipe: 209 56.7 4.298 PL 10.00 PF 0.0 209 24.7 0.0 55.7 0.0 1.3 120 FTG ---- PE 0.0 211 24.7 0.0 55.7 0.0 0.001 TL 10.00 PV Pipe: 211 68.5 4.298 PL 10.00 PF 0.0 211 24.7 0.0 55.7 0.0 1.5 120 FTG ---- PE -0.1 213 24.8 0.0 55.7 0.0 0.001 TL 10.00 PV DATE: 5/4/2015 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 H:\HASS\TC15004\TC15004-MEZZ.SDF JOB TITLE: TC15004 MEZZ-5.6KK@ 0.15/900 PIPE TAG END ELEV. NODES (FT) 213 215 215 217 217 219 101 103 103 105 105 107 107 109 109 111 111 113 113 115 Pipe: 213 24.8 24.9 Pipe: 215 24.9 25.0 Pipe: 217 25.0 25.2 Pipe: 101 25.2 25.0 Pipe: 103 25.0 24.9 Pipe: 105 24.9 24.8 Pipe: 107 24.8 24.7 Pipe: 109 24.7 24.7 Pipe: 111 24.7 24.8 Pipe: 113 24.8 24.9 Pipe: 115 115 24.9 117 25.0 117 119 119 TOR Pipe: 117 25.0 25.2 Pipe: 119 25.2 25.2 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA (IN) HW (C) FL/FT LENGTH (FT) 80.6 4.298 PL 10.00 0.0 55.7 0.0 1.8 120 FTG 0.0 55.6 0.0 0.002 TL 10.00 PRESS. SUM. (PSI) PF 0.0 PE -0.1 PV -26.3 4.298 PL 10.00 PF 0.0 0.0 55.6 0.0 0.6 120 FTG ---- PE -0.1 0.0 55.5 0.0 0.000 TL 10.00 PV - 13.3 4.298 PL 10.00 PF 0.0 0.0 55.5 0.0 0.3 120 FTG ---- PE -0.1 0.0 55.5 0.0 0.000 TL 10.00 PV - 11.2 6.357 PL 10.00 PF 0.0 0.0 55.8 0.0 0.1 120 FTG ---- PE 0.1 0.0 55.8 0.0 0.000 TL 10.00 PV - 22.5 6.357 PL 10.00 PF 0.0 0.0 55.8 0.0 0.2 120 FTG ---- PE 0.1 0.0 55.9 0.0 0.000 TL 10.00 PV - 33.8 6.357 PL 10.00 PF 0.0 0.0 55.9 0.0 0.3 120 FTG ---- PE 0.1 0.0 56.0 0.0 0.000 TL 10.00 PV - 45.1 6.357 PL 10.00 PF 0.0 0.0 56.0 0.0 0.5 120 FTG ---- PE 0.1 0.0 56.0 0.0 0.000 TL 10.00 PV - 56.7 6.357 PL 10.00 PF 0.0 0.0 56.0 0.0 0.6 120 FTG ---- PE 0.0 0.0 56.0 0.0 0.000 TL 10.00 PV - 68.5 6.357 PL 10.00 PF 0.0 0.0 56.0 0.0 0.7 120 FTG ---- PE -0.1 0.0 56.0 0.0 0.000 TL 10.00 PV -80.6 6.357 PL 10.00 PF 0.0 0.0 56.0 0.0 0.8 120 FTG ---- PE -0.1 0.0 55.9 0.0 0.000 TL 10.00 PV - 225.6 6.357 PL 10.00 PF 0.0 0.0 55.9 0.0 2.3 120 FTG ---- PE -0.1 0.0 55.9 0.0 0.002 TL 10.00 PV - 238.5 6.357 PL 10.00 PF 0.0 0.0 55.9 0.0 2.4 120 FTG ---- PE -0.1 0.0 55.8 0.0 0.002 TL 10.00 PV - 251.9 6.357 PL 6.54 PF 0.1 0.0 55.8 0.0 2.5 120 FTG ET PE 0.0 0.0 56.0 0.0 0.002 TL 63.14 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-MEZZ.SDF JOB TITLE: TC15004 MEZZ-5.6KK@ 0.15/900 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: TOR -251.9 6.357 PL 24.17 PF 0.1 TOR 25.2 0.0 56.0 0.0 2.5 120 FTG ---- PE 10.5 BF1 1.0 0.0 66.5 0.0 0.002 TL 24.17 PV Pipe: BF1 FIXED PRESSURE LOSS DEVICE BF2 1.0 0.0 72.5 0.0 6.0 psi, 251.9 gpm BF1 1.0 0.0 66.5 0.0 Pipe: BF2 -251.9 6.357 PL 0.50 PF 0.0 BF2 1.0 0.0 72.5 0.0 2.5 120 FTG ---- PE 0.2 FLG 0.5 0.0 72.7 0.0 0.002 TL 0.50 PV Pipe: FLG -251.9 10.280 PL 34.50 PF 0.0 FLG 0.5 0.0 72.7 0.0 1.0 140 FTG ETG PE 1.9 UG1 -4.0 H.S. 74.7 250.0 0.000 TL 130.50 PV Pipe: UG1 -501.9 12.340 PL 400.00 PF 0.1 UG1 -4.0 H.S. 74.7 250.0 1.3 140 FTG 3ET2G PE 9.3 SOURCE -25.5 SRCE 84.1 (N/A) 0.000 TL 568.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 27081573 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (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 0.102 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.5 ft/sec at pipe 301. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 118.20 psi compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-MEZZ.SDF JOB TITLE: TC15004 MEZZ-5.6KK@ 0.15/900 (6) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkViv BfyVly GatVly 10.280 22.00 67.00 15.00 74.00 30.00 7.00 12.340 24.00 80.00 19.00 87.00 34.00 8.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly AimChk DPV1v fleX 1.049 2.00 5.00 1.00 5.00 6.00 1.00 0.00 0.00 0.00 1.710 3.50 12.50 1.70 12.10 8.00 1.00 4.10 4.10 0.00 2.185 4.60 15.20 2.40 14.40 6.20 1.00 12.40 12.40 0.00 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 6.357 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-MEZZ.SDF JOB TITLE: TC15004 MEZZ-5.6KK@ 0.15/900 E a Cn O v' N rn 0 Gu a O O O N a) P4 U) a �O H > a N z'� r U a a t a -U) m H 4 N rn U U P • Wm a HI u • >, 'd Q min v)o aro W W Z Il ) a) N a N w ¢ i a m v) O a a. vmoQQ) —� t.0a a " v Lo -H M O Avai op a,I co . - N v' • ri N a) 4-) 0 z N O 0 O 0 0 O v Hi 0 N v l0 M O v Hi 00 Lt) N Hi Hi 0 0cDw a12441U)u)00441 --aU)-H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-MEZZ.SDF JOB TITLE: TC15004 MEZZ-5.6KK@ 0.15/900 WATER SUPPLY CURVE 120* 0 1\ I \ 110+ \ I \ I \ I \ 100+ \ I \ I \ I \ 90+ \ I \ X \ 1 P 80+ \ R I \ E I \ S I \ S 70+ U I \ R I \ E I \ 60+ \ ( I \ P I \ S I \ I 50+ I \ I \ I \ 40+ \ I \ I \ I \ 30+ I \ I \ I \20+ LEGEND * <-20.0 psi @ 4974 gpm I "Flow Test Point I X = Required Water Supply 84.13 psi @ 501.9 gpm 10+ I 0 = Available Water Supply I 118.56 psi @ 5D1.9 gpm " I" 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Tol-Brace Seismic Calculations Project Address: 4501 BUILDING MEZZ 4501 S 134TH PL B -Line by F-111 .N on 2013 NFPA Pamphlet #13 TUKWILLA WA Job # TC15004 Calculations based Brace Information Tolco Brace Components Maximum Spacing 30' 0" (9.14 m) Tolco Component Fig. Number Adjusted Load Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Maximum Brace Length 3' 7" (1.09 m) Bracing Material 1" Sch.10 Angle from Vertical 45° Min. Least Rad. of Gyration 0.428" (11 mm) Assembly TOLCO UNIVERSAL SWAY ATTACHMENT STEEL Detail YIB, 98 BRACE 4PA1 / / UR Value 100 Max Horizontal Load 3724 lbs (1689 kg) Force Factor (Cp) 0.6845 Total Adjusted Load of all pipe within Zone of Influence Fastener Information Fastener Orientation NFPApe E Maximum Load 350 lbs (159 kg) ....._ _._.. Diameter 1/2in. TOLCO FIG. 1001 FAST CLAMP . �v Length 3-1/2in. Type Through -Bolt Orientation of Brace Lateral Size and Type of Pipe Total Length Total Calculated Load 2" Sch.7 Steel Pipe (50.8 mm) 30ft (9.1 m) 82 lbs (37 kg) 1.5" Sch.7 Steel Pipe (38.1 mm) 82ft (25 m) 161 lbs (73 kg) 1.25" Threadable Thinwall (31.75 mm) 10ft (3 m) 17 lbs (8 kg) 1'' Threadable Thinwall (25.4 mm) 35ft (10.7 m) 43 lbs (20 kg) Percentage added for Fittings and Sprinklers 15% 45 lbs (20.41 kg) Total Adjusted Load of all pipe within Zone of Influence 348 lbs (158 kg) ITol-Brace Verizon 8) Tol-Brace Seismic Calculations 4501 BUILDING MEZZ 4501 S 134TH PL Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # TC15004 EQ4 NFPA Type E 2" Sch.7 Steel Pipe 30' 0" (9.14 m) Lateral 1" Sch.10 3' 7" (1.09 m) 100 45° 1/2in. X 3-1/2in. Through -Bolt 3-1/tin. Summary of Pipe within Zone of Influence B -Line by 6:T•N 2" Sch.7 Steel Pipe (50,8 mm) 30ft (9.1 m) 1.5" Sch.7 Steel Pipe (38,1 mm) 82(1 (25 nt) 1.25" Threadable Thinwall (31.75 mm) 10ft (3 m) 1" Threadable Thinwall (25,4 mm) 35ft(10.7 rn) G -Factor Used 0.6845 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 1001 Clamp Fig.980 Universal Swivel Structural Member 15% 348 lbs (158 kg) 3724 lbs (1689 kg) 350 lbs (159 kg) 1425 lbs (646 kg) 1425 lbs (646 kg) 18" TA Calculations prepared by BILL WOLF "The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to Calculated with Tol-Brace 8 Visit us at www tolco corn Tol-Brace Seismic Calculations Project Address: 4501 BUILDING MEZZ 4501 S 134TH PL TUKWILLA WA Job # TC15004 Calculations based on 2013 NFPA Pamphlet #13 B -Line by EfE.N Brace Information Tolco Brace Components Maximum Spacing 46' 0" (14.02 m) Maximum Brace Length 3' 7" (1.09 m) Bracing Material Angle from Vertical 1" Sch.10 45" Min. Least Rad. of Gyration 0.4280(11 mm) UR Value 100 Max Horizontal Load 3724 lbs (1689 kg) Force Factor (Cp) 0.6845 Tolco Component Fig. Number Adjusted Load Fig. 4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA Type H 275 lbs (125 kg) 1/tin. 2-1/2in. Through -Bolt Assembly Detail TOLCO FIG. 9$0' UNIVERSAL SWAY BRACE ATTACHMENT TOLCO FIG. 4L PIPE CLAMP FOR SWAY BRACING STEEL PIPE Orientation of Brace Longitudinal Size and Type of Pipe Total Length Total Calculated Load 2" Sch.7 Steel Pipe (50.8 mm) 46ft (14 m) 125 lbs (57 kg) Percentage added for Fittings and Sprinklers 15% 19 lbs (8.62 kg) Total Adjusted Load of all pipe within Zone of Influence 144 lbs (65 kg) {ToI-Brace Verizon 81 Tol-Brace Seismic Calculations 4501 BUILDING MEZZ 4501 S 134TH PL Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # TC15004 EQ5 NFPA Type H 2" Sch.7 Steel Pipe 46' 0" (14.02 m) Longitudinal 1" Sch.10 3' 7" (1.09 m) 100 45° 1/2in. X 2-1/2in. Through -Bolt 2-1/2in. Summary of Pipe within Zone of Influence B -Line by E:T•N 2" Sch.7 Steel fes. (50.8 mm) 146ft (i4 m) G -Factor Used 0.6845 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 144 lbs (65 kg) Material Capacity 3724 lbs (1689 kg) Fastener Capacity 275 lbs (125 kg) Fig. 4L Clamp 1425 lbs (646 kg) Fig,980 Universal Swivel 1425 lbs (646 kg) Structural Member 18" TJI Calculations prepared by BILL WOLF The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 V,sit us at www.toko corn Tol-Brace Seismic Calculations Project Address: 4501 building B-Line 4501 S 134th PI by EIT•N Tukwila WA lob # TC15004 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing ,§9.:(2:11/2.9.191 Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig. 4L Clamp 1425 lbs (646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1425 lbs (646 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading "Please Note: These 0.42" calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration (11 mm) - UR Value 200 Assembly Detail TOLCO Max Horizontal Load 1310 lbs (594 kg) FIG.1425 BAR 30IS ' SWAY BRACE • * •;..a"r ATTACHMENT ., .44..+*6'4 Force Factor (Cp) 0.6845 UNIVERSALL SWAY BRACE a I 1 ATTACHMENT Fastener Information STEEL Pi'.' Fastener Orientation NFPA Type H Maximum Load 1425 lbs (646 kg) TOLCO FIG. 4L Diameter N/A PIPE CLAMP FOR SWAY BRACING Length NA4. — Type Fig.825_ _ Orientation of Brace Longitudinal Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 60ft (18.3 m) 946 lbs (429 kg) Percentage added for Fittings and Sprinklers 15% 142 lbs (64.41 kg) Total Adjusted Load of all pipe within Zone of Influence 1088 lbs (494 kg) (Tol-Brace Verizon 8) Tol-Brace Seismic Calculations 4501 building Job # TC15004 4501 S 134th PI Brace Identification EQ1 Brace Type (Per NFPA#13) NFPA Type H Braced Pipe 6" Sch.10 Steel Pipe Spacing of Brace 60' 0" (18.29 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener Fig.825 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence B -Line by E=T•N 6" Sch.10 Steel Pipe (152.4 mm) 160ft (18.3 rim) G -Factor Used 0.6845 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1088 lbs (494 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1425 lbs (646 kg) Fig. 4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member BAR JOIST Calculations prepared by Bill Wolf " The description of the Structural Member is for informational purposes only- Toi-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 9 Visit us at www toko corn SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East Tacoma, Washington 98424 (253) 926-1880 FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME: 4501 BUILDING JOB NO.: TC15004 DATE: 5/1/2015 ADDRESS: 4501 S 134TH PLACE BY: BILL WOLF TUKWILA, WA SYSTEM DESIGNATION: SYSTEM # - WET SYSTEM ESFR DESIGN CRITERIA HYDRAULICALLY MOST DEMANDING 12 SPRINKLERS AT 35 PSI MINIMUM END HEAD PRESSURE HYDRAULICALLY MOST DEMANDING AREA IS 1029.6 SQUARE FEET ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM TOTAL NUMBER OF SPRINKLERS THIS SYSTEM : 211 "C" FACTOR OVERHEAD : 120 "C" FACTOR UNDERGROUND : 140 ADDED AT: XXX UG1 SPRINKLER MANUFACTURER : RELIABLE MODEL : JL -17 K -FACTOR : 16.8K THREAD SIZE : 3/4" TEMPERATURE RATING : 165 °F WATER SUPPLY: STATIC 120 PSI RESIDUAL 20 PSI FLOW 4974 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: 20 FT. ABOVE SEA LEVEL 5/23/2013 TUKWILA WATER DEPARTMENT ON S 134TH PLACE JUST SOUTH OF 4501 BASE OF RISER DEMAND 1200.3 GPM REQUIRED AT 83.5 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 1450.3 GPM REQUIRED AT 99.1 PSI AT CONNECTION TO SOURCE (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) exp _ — — — WASHINGTON STATE n CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS ■ Philip Stoehr ' 7792-0213-C Level 3 Smith Fire Systems, Inc. I SMITHFS1360T I I '� 5/1/2015 Expires I Sign ire Date 12/3 CERTIFICATE OF COMPETENCY STAMP O N CA Cn C 6) 0 r C m z Xv 0 co Co O O PRESSURE IN PSI 0 0 0 0 0 I 0 I II I N _1 0) IL 9111 .IILL9111 111.J- 1 111 1 N III II ull I 11 II I' :II -NI kCo TWIV ; 'ALM Ik 1��F QJ 0 %P.IVii#•111.4-*L1FL'A1ii= -n r O z G) diad w31sA m C/) 0 D r N 0 c D 0 1 N O l"!klii.YL- INN • 09 1. •I�►[ [•Il • . 3aaa VATAFAITARICIWWACURWiti co C P v z G) . r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-ESFR3.SDF JOB TITLE: TC15004 ESFR-16.8K@35PSI 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 120.0 20.0 4974.0 109.8 1450.3 99.1 Required pressure is 10.6 psi (10%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1450.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1200.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S1 27.2 37.9 SS1 27.2 40.5 S2 27.2 K=16.80 35.7 100.3 S3 27.2 K=16.80 35.0 99.4 S4 27.2 K=16.80 35.0 99.4 S5 27.2 K=16.80 35.6 100.3 S6 27.2 37.7 S7 27.0 38.0 SS7 27.0 40.6 S8 27.0 K=16.80 35.7 100.4 S9 27.0 K=16.80 35.1 99.5 S10 27.0 K=16.80 35.1 99.5 Sll 27.0 K=16.80 35.7 100.4 S12 27.0 37.8 S13 26.9 38.3 SS13 26.9 40.9 S14 26.9 K=16.80 36.0 100.7 S15 26.9 K=16.80 35.3 99.8 S16 26.9 K=16.80 35.3 99.8 S17 26.9 K=16.80 35.9 100.7 S18 26.9 38.0 100 27.2 58.3 101 25.2 61.8 102 27.0 58.4 103 25.0 61.9 104 26.9 58.5 105 24.9 62.0 106 26.8 60.6 107 24.8 62.1 108 26.7 60.9 109 24.7 62.3 110 26.7 61.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-ESFR3.SDF JOB TITLE: TC15004 ESFR-16.8K@35PSI NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 111 24.7 62.5 112 26.8 61.2 113 24.8 62.7 114 26.9 61.4 115 24.9 62.8 116 27.0 61.6 117 25.0 63.1 118 27.2 61.9 119 25.2 63.4 200 27.2 46.4 201 25.2 50.2 202 27.0 46.5 203 25.0 50.3 204 26.9 46.9 205 24.9 50.7 206 26.8 51.3 207 24.8 51.5 208 26.7 51.9 209 24.7 52.2 210 26.7 52.3 211 24.7 52.6 212 26.8 52.5 213 24.8 52.8 214 26.9 52.6 215 24.9 52.9 216 27.0 52.7 217 25.0 52.9 218 27.2 52.7 219 25.2 52.9 TOR 25.2 65.8 BF1 1.0 77.3 BF2 1.0 83.3 FLG 0.5 - - - - 83.5 UG1 -4.0 HOSE STREAM 85.8 250.0 UG2 -4.0 86.1 SOURCE -25.5 SOURCE 99.1 1450.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-ESFR3.SDF JOB TITLE: TC15004 ESFR-16.8K@35PSI 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) S1 S2 Pipe: S1 204.3 2.185 PL 8.42 PF 2.3 27.2 0.0 37.9 0.0 17.5 120 FTG ---- PE 0.0 27.2 16.8 35.7 100.3 0.269 TL 8.42 PV Pipe: S2 104.0 2.185 PL 8.42 PF 0.6 S2 27.2 16.8 35.7 100.3 8.9 120 FTG ---- PE 0.0 S3 27.2 16.8 35.0 99.4 0.077 TL 8.42 PV Pipe: S3 4.6 2.185 PL 8.42 PF 0.0 S3 27.2 16.8 35.0 99.4 0.4 120 FTG ---- PE 0.0 S4 27.2 16.8 35.0 99.4 0.000 TL 8.42 PV Pipe: S4 -94.8 2.185 PL 9.75 PF 0.6 S4 27.2 16.8 35.0 99.4 8.1 120 FTG ---- PE 0.0 S5 27.2 16.8 35.6 100.3 0.065 TL 9.75 PV Pipe: S5 -195.1 2.185 PL 8.42 PF 2.1 S5 27.2 16.8 35.6 100.3 16.7 120 FTG ---- PE 0.0 S6 27.2 0.0 37.7 0.0 0.247 TL 8.42 PV Pipe: S6 -195.1 2.185 PL 68.12 PF 20.6 S6 27.2 0.0 37.7 0.0 16.7 120 FTG T PE 0.0 100 27.2 0.0 58.3 0.0 0.247 TL 83.32 PV Pipe: S1A -204.3 2.185 PL 9.75 PF 2.6 S1 27.2 0.0 37.9 0.0 17.5 120 FTG ---- PE 0.0 SS1 27.2 0.0 40.5 0.0 0.269 TL 9.75 PV Pipe: SS1 -204.3 2.185 PL 6.58 PF 5.9 SS1 27.2 0.0 40.5 0.0 17.5 120 FTG T PE 0.0 200 27.2 0.0 46.4 0.0 0.269 TL 21.78 PV Pipe: S7 204.8 2.185 PL 8.42 PF 2.3 S7 27.0 0.0 38.0 0.0 17.5 120 FTG ---- PE 0.0 S8 27.0 16.8 35.7 100.4 0.270 TL 8.42 PV Pipe: S8 104.4 2.185 PL 8.42 PF 0.7 S8 27.0 16.8 35.7 100.4 8.9 120 FTG ---- PE 0.0 S9 27.0 16.8 35.1 99.5 0.078 TL 8.42 PV Pipe: S9 4.9 2.185 PL 8.42 PF 0.0 S9 27.0 16.8 35.1 99.5 0.4 120 FTG ---- PE 0.0 S10 27.0 16.8 35.1 99.5 0.000 TL 8.42 PV Pipe: S10 -94.7 2.185 PL 9.75 PF 0.6 S10 27.0 16.8 35.1 99.5 8.1 120 FTG ---- PE 0.0 S11 27.0 16.8 35.7 100.4 0.065 TL 9.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-ESFR3.SDF JOB TITLE: TC15004 ESFR-16.8K@35PSI 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: Sil -195.1 2.185 PL 8.42 PF 2.1 S11 27.0 16.8 35.7 100.4 16.7 120 FTG ---- PE 0.0 S12 27.0 0.0 37.8 0.0 0.247 TL 8.42 PV Pipe: S12 -195.1 2.185 PL 68.12 PF 20.6 S12 27.0 0.0 37.8 0.0 16.7 120 FTG T PE 0.0 102 27.0 0.0 58.4 0.0 0.247 TL 83.32 PV Pipe: S7A -204.8 2.185 PL 9.75 PF 2.6 S7 27.0 0.0 38.0 0.0 17.5 120 FTG ---- PE 0.0 SS7 27.0 0.0 40.6 0.0 0.270 TL 9.75 PV Pipe: SS7 -204.8 2.185 PL 6.58 PF 5.9 SS7 27.0 0.0 40.6 0.0 17.5 120 FTG T PE 0.0 202 27.0 0.0 46.5 0.0 0.270 TL 21.78 PV Pipe: S13 206.4 2.185 PL 8.42 PF 2.3 S13 26.9 0.0 38.3 0.0 17.7 120 FTG ---- PE 0.0 S14 26.9 16.8 36.0 100.7 0.274 TL 8.42 PV Pipe: S14 105.6 2.185 PL 8.42 PF 0.7 S14 26.9 16.8 36.0 100.7 9.0 120 FTG ---- PE 0.0 S15 26.9 16.8 35.3 99.8 0.079 TL 8.42 PV Pipe: S15 5.8 2.185 PL 8.42 PF 0.0 S15 26.9 16.8 35.3 99.8 0.5 120 FTG ---- PE 0.0 S16 26.9 16.8 35.3 99.8 0.000 TL 8.42 PV Pipe: S16 -94.0 2.185 PL 9.75 PF 0.6 S16 26.9 16.8 35.3 99.8 8.0 120 FTG ---- PE 0.0 S17 26.9 16.8 35.9 100.7 0.064 TL 9.75 PV Pipe: S17 -194.7 2.185 PL 8.42 PF 2.1 S17 26.9 16.8 35.9 100.7 16.7 120 FTG ---- PE 0.0 S18 26.9 0.0 38.0 0.0 0.246 TL 8.42 PV Pipe: S18 -194.7 2.185 PL 68.12 PF 20.5 S18 26.9 0.0 38.0 0.0 16.7 120 FTG T PE 0.0 104 26.9 0.0 58.5 0.0 0.246 TL 83.32 PV Pipe: S13A -206.4 2.185 PL 9.75 PF 2.7 S13 26.9 0.0 38.3 0.0 17.7 120 FTG ---- PE 0.0 SS13 26.9 0.0 40.9 0.0 0.274 TL 9.75 PV Pipe: SS13 -206.4 2.185 PL 6.58 PF 6.0 SS13 26.9 0.0 40.9 0.0 17.7 120 FTG T PE 0.0 204 26.9 0.0 46.9 0.0 0.274 TL 21.78 PV Pipe: 106 90.0 2.185 PL 127.88 PF 9.3 106 26.8 0.0 60.6 0.0 7.7 120 FTG 2T PE 0.0 206 26.8 0.0 51.3 0.0 0.059 TL 158.27 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-ESFR3.SDF JOB TITLE: TC15004 ESFR-16.8K@35PSI 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: 108 87.9 2.185 PL 127.88 PF 8.9 108 26.7 0.0 60.9 0.0 7.5 120 FTG 2T PE 0.0 208 26.7 0.0 51.9 0.0 0.057 TL 158.27 PV Pipe: 110 86.8 2.185 PL 127.88 PF 8.7 110 26.7 0.0 61.0 0.0 7.4 120 FTG 2T PE 0.0 210 26.7 0.0 52.3 0.0 0.055 TL 158.27 PV Pipe: 112 86.5 2.185 PL 127.88 PF 8.7 112 26.8 0.0 61.2 0.0 7.4 120 FTG 2T PE 0.0 212 26.8 0.0 52.5 0.0 0.055 TL 158.27 PV Pipe: 114 86.9 2.185 PL 127.88 PF 8.8 114 26.9 0.0 61.4 0.0 7.4 120 FTG 2T PE 0.0 214 26.9 0.0 52.6 0.0 0.055 TL 158.27 PV Pipe: 116 87.9 2.185 PL 127.88 PF 8.9 116 27.0 0.0 61.6 0.0 7.5 120 FTG 2T PE 0.0 216 27.0 0.0 52.7 0.0 0.056 TL 158.27 PV Pipe: 118 89.4 2.185 PL 127.88 PF 9.2 118 27.2 0.0 61.9 0.0 7.6 120 FTG 2T PE 0.0 218 27.2 0.0 52.7 0.0 0.058 TL 158.27 PV Pipe: RN100 -195.1 2.703 PL 2.00 PF 2.7 100 27.2 0.0 58.3 0.0 10.9 120 FTG ET PE 0.9 101 25.2 0.0 61.8 0.0 0.088 TL 30.40 PV Pipe: RN102 -195.1 2.703 PL 2.00 PF 2.7 102 27.0 0.0 58.4 0.0 10.9 120 FTG ET PE 0.9 103 25.0 0.0 61.9 0.0 0.088 TL 30.40 PV Pipe: RN104 -194.7 2.703 PL 2.00 PF 2.7 104 26.9 0.0 58.5 0.0 10.9 120 FTG ET PE 0.9 105 24.9 0.0 62.0 0.0 0.087 TL 30.40 PV Pipe: RN106 -90.0 2.703 PL 2.00 PF 0.6 106 26.8 0.0 60.6 0.0 5.0 120 FTG ET PE 0.9 107 24.8 0.0 62.1 0.0 0.021 TL 30.40 PV Pipe: RN108 -87.9 2.703 PL 2.00 PF 0.6 108 26.7 0.0 60.9 0.0 4.9 120 FTG ET PE 0.9 109 24.7 0.0 62.3 0.0 0.020 TL 30.40 PV Pipe: RN110 -86.8 2.703 PL 2.00 PF 0.6 110 26.7 0.0 61.0 0.0 4.9 120 FTG ET PE 0.9 111 24.7 0.0 62.5 0.0 0.020 TL 30.40 PV Pipe: RN112 -86.5 2.703 PL 2.00 PF 0.6 112 26.8 0.0 61.2 0.0 4.8 120 FTG ET PE 0.9 113 24.8 0.0 62.7 0.0 0.019 TL 30.40 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-ESFR3.SDF JOB TITLE: TC15004 ESFR-16.8K@35PSI 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: RN114 -86.9 2.703 PL 2.00 PF 0.6 114 26.9 0.0 61.4 0.0 4.9 120 FTG ET PE 0.9 115 24.9 0.0 62.8 0.0 0.020 TL 30.40 PV Pipe: RN116 -87.9 2.703 PL 2.00 PF 0.6 116 27.0 0.0 61.6 0.0 4.9 120 FTG ET PE 0.9 117 25.0 0.0 63.1 0.0 0.020 TL 30.40 PV Pipe: RN118 -89.4 2.703 PL 2.00 PF 0.6 118 27.2 0.0 61.9 0.0 5.0 120 FTG ET PE 0.9 119 25.2 0.0 63.4 0.0 0.021 TL 30.40 PV Pipe: RN200 -204.3 2.703 PL 2.00 PF 2.9 200 27.2 0.0 46.4 0.0 11.4 120 FTG ET PE 0.9 201 25.2 0.0 50.2 0.0 0.095 TL 30.40 PV Pipe: RN202 -204.8 2.703 PL 2.00 PF 2.9 202 27.0 0.0 46.5 0.0 11.5 120 FTG ET PE 0.9 203 25.0 0.0 50.3 0.0 0.096 TL 30.40 PV Pipe: RN204 -206.4 2.703 PL 2.00 PF 3.0 204 26.9 0.0 46.9 0.0 11.5 120 FTG ET PE 0.9 205 24.9 0.0 50.7 0.0 0.097 TL 30.40 PV Pipe: RN206 90.0 2.703 PL 2.00 PF 0.6 206 26.8 0.0 51.3 0.0 5.0 120 FTG ET PE 0.9 207 24.8 0.0 51.5 0.0 0.021 TL 30.40 PV Pipe: RN208 87.9 2.703 PL 2.00 PF 0.6 208 26.7 0.0 51.9 0.0 4.9 120 FTG ET PE 0.9 209 24.7 0.0 52.2 0.0 0.020 TL 30.40 PV Pipe: RN210 86.8 2.703 PL 2.00 PF 0.6 210 26.7 0.0 52.3 0.0 4.9 120 FTG ET PE 0.9 211 24.7 0.0 52.6 0.0 0.020 TL 30.40 PV Pipe: RN212 86.5 2.703 PL 2.00 PF 0.6 212 26.8 0.0 52.5 0.0 4.8 120 FTG ET PE 0.9 213 24.8 0.0 52.8 0.0 0.019 TL 30.40 PV Pipe: RN214 86.9 2.703 PL 2.00 PF 0.6 214 26.9 0.0 52.6 0.0 4.9 120 FTG ET PE 0.9 215 24.9 0.0 52.9 0.0 0.020 TL 30.40 PV Pipe: RN216 87.9 2.703 PL 2.00 PF 0.6 216 27.0 0.0 52.7 0.0 4.9 120 FTG ET PE 0.9 217 25.0 0.0 52.9 0.0 0.020 TL 30.40 PV Pipe: RN218 89.4 2.703 PL 2.00 PF 0.6 218 27.2 0.0 52.7 0.0 5.0 120 FTG ET PE 0.9 219 25.2 0.0 52.9 0.0 0.021 TL 30.40 PV DATE: 5/4/2015 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 H:\HASS\TC15004\TC15004-ESFR3.SDF JOB TITLE: TC15004 ESFR-16.8K@35PSI PIPE TAG END ELEV. NODES (FT) 201 203 203 205 205 207 207 209 209 211 211 213 213 215 215 217 217 219 101 103 Pipe: 201 25.2 25.0 Pipe: 203 25.0 24.9 Pipe: 205 24.9 24.8 Pipe: 207 24.8 24.7 Pipe: 209 24.7 24.7 Pipe: 211 24.7 24.8 Pipe: 213 24.8 24.9 Pipe: 215 24.9 25.0 Pipe: 217 25.0 25.2 Pipe: 101 25.2 25.0 Pipe: 103 103 25.0 105 24.9 Pipe: 105 105 24.9 107 24.8 107 109 Pipe: 107 24.8 24.7 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA (IN) HW(C) FL/FT LENGTH (FT) - 204.3 4.298 PL 10.00 0.0 50.2 0.0 4.5 120 FTG ---- 0.0 50.3 0.0 0.010 TL 10.00 PRESS. SUM. (PSI) PF 0.1 PE 0.1 PV - 409.1 4.298 PL 10.00 PF 0.4 0.0 50.3 0.0 9.0 120 FTG ---- PE 0.1 0.0 50.7 0.0 0.036 TL 10.00 PV - 615.4 4.298 PL 10.00 PF 0.8 0.0 50.7 0.0 13.6 120 FTG ---- PE 0.1 0.0 51.5 0.0 0.077 TL 10.00 PV - 525.5 4.298 PL 10.00 PF 0.6 0.0 51.5 0.0 11.6 120 FTG ---- PE 0.1 0.0 52.2 0.0 0.057 TL 10.00 PV - 437.6 4.298 PL 10.00 PF 0.4 0.0 52.2 0.0 9.7 120 FTG ---- PE 0.0 0.0 52.6 0.0 0.041 TL 10.00 PV -350.8 4.298 PL 10.00 PF 0.3 0.0 52.6 0.0 7.8 120 FTG ---- PE -0.1 0.0 52.8 0.0 0.027 TL 10.00 PV - 264.2 4.298 PL 10.00 PF 0.2 0.0 52.8 0.0 5.8 120 FTG ---- PE -0.1 0.0 52.9 0.0 0.016 TL 10.00 PV -177.3 4.298 PL 10.00 PF 0.1 0.0 52.9 0.0 3.9 120 FTG ---- PE -0.1 0.0 52.9 0.0 0.008 TL 10.00 PV -89.4 4.298 PL 10.00 PF 0.0 0.0 52.9 0.0 2.0 120 FTG ---- PE -0.1 0.0 52.9 0.0 0.002 TL 10.00 PV - 195.1 6.357 PL 10.00 PF 0.0 0.0 61.8 0.0 2.0 120 FTG ---- PE 0.1 0.0 61.9 0.0 0.001 TL 10.00 PV - 390.2 6.357 PL 10.00 PF 0.0 0.0 61.9 0.0 3.9 120 FTG ---- PE 0.1 0.0 62.0 0.0 0.005 TL 10.00 PV -584.8 6.357 PL 10.00 PF 0.1 0.0 62.0 0.0 5.9 120 FTG ---- PE 0.1 0.0 62.1 0.0 0.010 TL 10.00 PV - 674.8 6.357 PL 10.00 PF 0.1 0.0 62.1 0.0 6.8 120 FTG ---- PE 0.1 0.0 62.3 0.0 0.014 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-ESFR3.SDF JOB TITLE: TC15004 ESFR-16.8K@35PSI 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: 109 -762.7 6.357 PL 10.00 PF 0.2 109 24.7 0.0 62.3 0.0 7.7 120 FTG ---- PE 0.0 111 24.7 0.0 62.5 0.0 0.017 TL 10.00 PV Pipe: 111 -849.5 6.357 PL 10.00 PF 0.2 111 24.7 0.0 62.5 0.0 8.6 120 FTG ---- PE -0.1 113 24.8 0.0 62.7 0.0 0.021 TL 10.00 PV Pipe: 113 -936.0 6.357 PL 10.00 PF 0.2 113 24.8 0.0 62.7 0.0 9.5 120 FTG ---- PE -0.1 115 24.9 0.0 62.8 0.0 0.025 TL 10.00 PV Pipe: 115 -1022.9 6.357 PL 10.00 PF 0.3 115 24.9 0.0 62.8 0.0 10.3 120 FTG ---- PE -0.1 117 25.0 0.0 63.1 0.0 0.029 TL 10.00 PV Pipe: 117 -1110.9 6.357 PL 10.00 PF 0.3 117 25.0 0.0 63.1 0.0 11.2 120 FTG ---- PE -0.1 119 25.2 0.0 63.4 0.0 0.034 TL 10.00 PV Pipe: 119 -1200.3 6.357 PL 6.54 PF 2.5 119 25.2 0.0 63.4 0.0 12.1 120 FTG ET PE 0.0 TOR 25.2 0.0 65.8 0.0 0.039 TL 63.14 PV Pipe: TOR -1200.3 6.357 PL 24.17 PF 0.9 TOR 25.2 0.0 65.8 0.0 12.1 120 FTG ---- PE 10.5 BF1 1.0 0.0 77.3 0.0 0.039 TL 24.17 PV Pipe: BF1 FIXED PRESSURE LOSS DEVICE BF2 1.0 0.0 83.3 0.0 6.0 psi, 1200.3 gpm BF1 1.0 0.0 77.3 0.0 Pipe: BF2 -1200.3 6.357 PL 0.50 PF 0.0 BF2 1.0 0.0 83.3 0.0 12.1 120 FTG ---- PE 0.2 FLG 0.5 0.0 83.5 0.0 0.039 TL 0.50 PV Pipe: FLG -1200.3 10.280 PL 34.50 PF 0.4 FLG 0.5 0.0 83.5 0.0 4.6 140 FTG ETG PE 1.9 UG1 -4.0 H.S. 85.8 250.0 0.003 TL 130.50 PV Pipe: UG1 -1450.3 12.340 PL 142.00 PF 0.3 UG1 -4.0 H.S. 85.8 250.0 3.9 140 FTG 2E PE 0.0 UG2 -4.0 0.0 86.1 0.0 0.002 TL 190.00 PV Pipe: UG2 -1450.3 8.270 PL 246.00 PF 3.7 UG2 -4.0 0.0 86.1 0.0 8.7 140 FTG TF2G PE 9.3 SOURCE -25.5 SRCE 99.1 (N/A) 0.012 TL 317.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-ESFR3.SDF JOB TITLE: TC15004 ESFR-16.8K@35PSI NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 27081573 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (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 0.050 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.7 ft/sec at pipe S13A. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 108.67 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVly BfyVly GatVly 8.270 18.00 47.00 12.00 60.00 20.00 6.00 10.280 22.00 67.00 15.00 74.00 30.00 7.00 12.340 24.00 80.00 19.00 87.00 34.00 8.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly AlmChk DPV1v fleX 2.185 4.60 15.20 2.40 14.40 6.20 1.00 12.40 12.40 0.00 2.703 6.70 21.70 3.40 23.30 5.70 2.00 11.00 11.00 0.00 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 6.357 12.60 44.00 6.30 33.00 6.10 3.80 27.70 32.80 0.00 DATE: 5/4/2015 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 H:\HASS\TC15004\TC15004-ESFR3.SDF JOB TITLE: TC15004 ESFR-16.8K@35PSI WATER SUPPLY ANALYSIS E a O CP 1` rn 0 m +i a> > 01 P W M U o a) • O In u o >,•0 m v)c 0, A N Z a) m 1-1 it E W P T) a) 0 W (- a .1 0m) m t0 . W a) m -.a W E a .-I0, •0(noa) N 1� 3 a0 ,-1 [N •d M 0 >, -.40 r -I Cr) V] W 0 0' • > o (1) 01 • r1 N g N 0 0 u) Tr U) +) r -I u) a) a 4) O o H o C' E O W 1n a) r -I b O o Z 'O — In a a) M 0+-) N r-1 • o O a a m 4• ) x o a) 0 —O a) M +J m 0 -.1 .O •1 o to --Lo o O c N -r1 a a) o _c O m O mai N C] O 0 0 0 0 O N C. l0 OO C' ,--1 co In N (.7 FC 0 C7 41 a ix [4 v) m 0 a w -- a co -H O O 0 0 Ln O 0 O r-1 a) 4-) O z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 5/4/2015 H:\HASS\TC15004\TC15004-ESFR3.SDF JOB TITLE: TC15004 ESFR-16.8K@35PSI WATER SUPPLY CURVE 120* \ \ 110+ \0 I \ I \ I \ 100+ x \ I \ I \ I \ 90+ I \ I \ I \ P 80+ R I E I S I S 70+ U I R I E I \ 60+ ( I P I S I 50+ 40+ \ 30+ \ I \ I \ I \ 20+ LEGEND * <-20.0 psi @ 4974 gpm "Flow Test Point 10+ X = Required Water Supply 99.13 psi @ 1450.3 gpm 0 = Available Water Supply 109.77 psi @ 1450.3 gpm 0++-+---+----+-----+ .T IV 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) • I I I I II II II II I I I I I I I I II II II I I I I I I III I 1� t !f 110CD 2B II II Ii II I I I I I I I I expansion 211 1 i F A C P L. 120V AC PH. #1 PH. #2 CKT. #1 B CKT. #2B - SE "OND FLOOR PLAN !:!.PI T lw'.t',0 - 15cd 15cd 15cd 15cd 15cd 15cd Hoed E.O.L ADRESSABLE CKT. B,C. 110CD 110CD QQg 110CD 110CD 110CD 110CD E.O.L PR' ElElCIEl ONE LINE DIAGRAM N.T.S. 1C TO PIV VALVE • C C C DEVICE LEGED - CEILING MOUNT HOURN STROBE El - WALL MOUNT STROBE ONLY - WALL MOUNT HORN STROBE - WATER FLOW DEVICE - SPRINKLER TAMPER DEVICE Q - PULL STATION Q - SMOKE DETECTOR Ply - POST INDICATOR VALVE - FIRE ALARM CONTROL PANEL E.O.L. - END OF LINE - ANNUNCIATOR FACP DEVICE TYPICAL MOUNTING HEIGHT f DEOf ;o Ti" FACP ANN UN. WRING LEGEND # - DENOTES CKT # A - 18 GAUGE 2 CONDUCTOR FPLP B - 14 GAUGE 2 CONDUCTOR FPLP C - (2) 12 GUAGE THHN (BLACK, RED) D - 18 GAUGE 4 CONDUCTOR FPLP FIRST FLOOR PLAN OCCUPANT LOAD = 40 T Without Comments As Noted in Red p Per The Attached Letter I, Tukwila re -test presented prior to cceptance Alarm stems. Failure of test will result in a Re -inspection Fee and termination of the testing These plans have been reviewed by The Tukwila Fire Prevention Bureau for.conformance with current City standards. Acceptance is subject to errors and omissions which oo not authorize violations of adopted standards and ordinances.. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this cceptance and will require a resubmittal of raviscf.j ;a:.awings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date:JIJ 5I fUKWILA FIRE DEPARTMEN" p;p se call 206-575-4407 ard eve this, Fire Permit No, nd exact Pdctress forsl u own or res adon approval. t %e' A11,10%64(6- 40 Nrr►Ar .1,154,v11 bvrakc- k. Jlc clriwi, °" dedxwit,A c,Svwl 4- 10A 140'-0" 35'-0" , 35'-0' 35'-0" 35'-1" 8'-0" / 14'-0" / 9'-6' 70'-6' 14'-0" 7'-6' 16'-6" 27'-0" / 23'-0" 21'`='0' / -i 23'-0' 21'-0' 11 o in N \ 'Zr Co co \ \ S110 110cd Eo.. K S111 PJ HIGH BAY WINDOW 16'-0" I PJ H 110 II 'I HIGH BAY WINDOW 16'-0" / PJ PJ S115 1 ILLUM AT3, EXI IG 1,71 ■ 6 110CD HIGH II / HIGH BAY WINDOW 26 AR: A OF PATHWAY LIG 1 •OTCANDLE ILLUMIN W LKING SERFACE PE IC SECTION 1006 AND • UBJECT TO CHANG AT TING. BAY WINDOW TION AT 025.8. .1. O 1 0 PJ •• PJ \ HIGH BAY WINDOW WAREHOUSE :: WA" EH I USE BAY WINDOW o in `u • v 1 o o in O 1 0 101 PJ PJ O O \ \ co co MEN MEN 1B 105 105 104 104 I i �CD I in • �i HIGH - BAY WINDOW TO FACP A ib 1!`171 AI�15cd � IC' ' �� v"' 9 I —J���''7� �:►`�� n ■ 15cd 1B 1�}111 III 1 II ra��-- �i� J ri A J ` ■ s 15«. E.o02 HIGH BAY WINDOW \ O O '�' 1B 106 II ` EN WO ,B © 110CD 06 0 10 110CD PJ PJ \ \ I N '4r Co OFFICE OFFICE 1 108 102 _ I SII 2B Ill HIGH '� HIGH BAY WINDO I� BAY WINDOW ______: . 1A , T 1A 108 5105 S104 101 ' , lc o fp P ■ S102 S101 S109 S107 iii ��� .�� 11)CD A completed, Fire Certificate to commencement Testing and Department the Inspector Detection NOTICE signet must of any I be of A Firs Sy 2B wip 0' 20'-0" 5' 2'-6' / 5'-0" 5,_0' 5'-0' 2-6' 0" 20'-0" / 5' 0" 30'-0' 27,-6" 27,-6" 33,_0" 8'-0" 14'-0' 15'-8' 7'-4" 25'-0' 25'-0" 6'-6' 8'-0" 12'-0' 4'-0" / 9'-0" / 5'-6" / DEVICE LEGED - CEILING MOUNT HOURN STROBE El - WALL MOUNT STROBE ONLY - WALL MOUNT HORN STROBE - WATER FLOW DEVICE - SPRINKLER TAMPER DEVICE Q - PULL STATION Q - SMOKE DETECTOR Ply - POST INDICATOR VALVE - FIRE ALARM CONTROL PANEL E.O.L. - END OF LINE - ANNUNCIATOR FACP DEVICE TYPICAL MOUNTING HEIGHT f DEOf ;o Ti" FACP ANN UN. WRING LEGEND # - DENOTES CKT # A - 18 GAUGE 2 CONDUCTOR FPLP B - 14 GAUGE 2 CONDUCTOR FPLP C - (2) 12 GUAGE THHN (BLACK, RED) D - 18 GAUGE 4 CONDUCTOR FPLP FIRST FLOOR PLAN OCCUPANT LOAD = 40 T Without Comments As Noted in Red p Per The Attached Letter I, Tukwila re -test presented prior to cceptance Alarm stems. Failure of test will result in a Re -inspection Fee and termination of the testing These plans have been reviewed by The Tukwila Fire Prevention Bureau for.conformance with current City standards. Acceptance is subject to errors and omissions which oo not authorize violations of adopted standards and ordinances.. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this cceptance and will require a resubmittal of raviscf.j ;a:.awings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date:JIJ 5I fUKWILA FIRE DEPARTMEN" p;p se call 206-575-4407 ard eve this, Fire Permit No, nd exact Pdctress forsl u own or res adon approval. t %e' A11,10%64(6- 40 Nrr►Ar .1,154,v11 bvrakc- k. Jlc clriwi, °" dedxwit,A c,Svwl 4- 10A TEE IN EXINSBN BRANCHUNE 11/2"x48" 12048 FLEXHEAD DROP MAX. BENDS = 4 W/ MOUNTING BRACKET CEILING TILES -SPRINKLER HEAD TYP. HANGER DETAIL ^ 4'®I 40) 40) 40) 4®1 40) 40) L • 40) 1 4 VI (0) SCALE: NONE FIRE SPRINKLER PLAN JOIST ATR SCALE: 1/4"=1'—C1' 4/8" TOLCO #58 EYELET W/3/8"x2" LAG WITH 3/8" WASHER ANVIL FIG. 69 RING HANGER SIZE PER PLAN TYP. HANGER DETAIL 611 SCALE: NONE Without Comments ❑ As Noted in iced ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subjec' ro errors and omissions which do not authorize violations of adopted ',. ndards and ordinance. The responsibility for the ..adequacy of design vests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of {:41is?d drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Pteventlon Bureau. Date:,- _L- I By: y i FRE ��- F- Ow GENERAL NOTES 7,.a n w-wn Fe-q�p. J~ . '!IJ'!� and . ,. ✓3T 4i,9 - .. ,,'v't,: u i.:. B ..,..,,'vi�..D;,'.l.•i�i approval. 1. — — — — DENOTES EXISTING FIRE SPRINKLER PIPING. 2. DENOTES NEW FIRE SPRINKLER PIPING. 3. t:i DENOTES EXISTING FIRE SPRINKLER PENDENT TO REMAIN. SCOPE OF WORK MODIFY EXISTING FIRE SPRINKLER SYSTEM FOR T.I. WALLS AND CEILINGS .i VS Without a : ( ® As Note Noteis. ❑ Per The Atuici'1ei: Letter These plans have been reviewed by Ins Tukwila Fire Prevention Bureau for conformance with current City ::randarcis.. Acceptance is sur}; ci: to errors and omissions which do not authorly.,litf7itions of adopted ,'tt ,ndards and ordinances, .The r':s yonsibilicy for the adequacy of design rests total\; with ,he designer. Additions, deletions (IF revisions to fr;eAe drawings after this date will void this acceptance and will require a resubmlttai of re sed drawings for subsequent approval. Final acceptance Is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date:/ -1)--- 13 By: HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP WS "STRAP E EYELET F HDIP G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U W Y TATE CERTIFICATION SPRINKLER LEGEND . , ..• 1...A FRE DEPARTMENT 2C.;:..-375-411-97 i T3 t��'i lZ, i. '�•' •'� %1'c..:f ,��u,i; No. 5 - exact E:.`,.a';i c:;s'„ �1�o3 shu Lown or r sl orrtioin approval. 4{! Iritert)rbar iropractii arbuck.s ,.ia thtTi . Seattle Bagel4 cGkyry Outlet, Blaomtietd Florist Seatil LO halt Tuol & St �plk Halaaau Forks, frennan Heetin- &' Ali Cnndltlpnin7 SOT Squill 1a4t1t Place Innovative. FoundaUa;,Soiutions Te; tr Or ycare 9 VICINITY MAP r‘441 PAID FEB 2 J 2O10 TUKWIL.,.A FIRE i' WASHINGTON STATE y FIRE CERTIFICATERTSPRINKLER SYSTEMS Matthew Greene 9819-0311-C Level 3 Patriot Fire Protection, Inc. PT IF 099CF 11-40 qi3 Signature Date 011111111111311101 MMMMMMMM 6S11 111116111 Expire 121311 a: rn Y G cx i N SPRINKLER ORIFICE SIZES AND TYPE 0 a z W 0 z W a W W N I—. VI 5 3 7 1 SPRAY 16 8 16 2 0 0 1/2" 0 • I" T U- {92 17 32 SPRAY 3/4" • 1" 8 7 1 8 16 2 SIDEWALL Q 1/2 1" 1" DRY TYPE K> <i, 2 — WAY EARTHQUAKE BRACE 4 — WAY EARTHQUAKE BRACE TEMP RATING STRUCTURE TO CENTER LINE OF PIPE IN INCHES FITTING LEGEND PIPE-0—LET o 165° -e•- 212° Q 286° 0 350° () 500° z co CG 0 Y p O.s yn. zd 0 0 m in 0 F.. zo W 0 a. 0 1/2" 1/2" 1" 1/2" 1/2" F PLAIN END FIT FITTING APPROVAL REQUIRED SN GROOVED SHAPED NIPPLE CITY OF TUKWILA TSN THREADED SHAPED NIPPLE SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCITTCH FINISH TEMP QTY O REL1A31E F1FR 56 QR RECESSED K=5.S CHROME CHROME 155 2 TOTAL 2 QUALITY CONTROL BY CLINT CARR DATE 2/26/18 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. AU. MATERIAL AND EQUIPMENT TO BE HEW AND UL USTEO 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 IIFPA PAMPHLET NO. 13, 2013 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2013 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WiTH NFPA PAMPHLET NO. 13, 2013 EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2013 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 . DESIGN PER NFPA 13 (2013 EDITION). PIPE NOTES . ALL THREADED PIPE TO BE SCH. 40 BLK. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: BALFOUR BEATTY EQUIPMENT 4501 S 134TH PLACE TUK "ILA, „rA 98168 PROJECT NAME: HWS WAREHOUSE OFFICE T.I. 4501 S 134TH PLACE TUKW6LA, WA 98168 TRIOT FIRE PROTECTION, INC. 2707 70TH AVENUE EAST TACOMA, WA 98424 PATRIFP099CF WWW. PATR I OTFI RE. CO M mattg@patriotfire.com TEL: (253) 926-2290 FAX: (253) 922-6150 DESIGNER MATT GREENE SHEET DATE 2/26/18 JOB NO. 12-20883 OF I FP -1 WOMEN • ..i -I. 9'::. 40 ' -MEN C- H. 1:1V I� i C MEN WOMEN • 1 OFFICE 16IN. TJI @ 16IN. OC si OFFICE r""•--- C.li, g.0• 0 I I ___ .S1EUSE.F.LEX;DROP.. ..-.\TYP. L 1 I I SPRINKLER PLAN 0 4 6 SCALE 1/4'=1'-0 FITTER/LISTER NOTES 1. ALL DROPS ARE TO BE PER FLEX DETAIL "A/1" WITH 48" EASYFLEX U.N.O. 2. ALL SPRINKLERS TO BE CENTERED IN 2 DIRECTION ONLY OF 2' x 4' TILES 3. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 4. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. 16 TJI WOOD FLOOR DECK 1a EX CEIUNG RELOCATED T SSP J NEW WALL EX SSP BUILDING SECTION NTS EX OUTLET 1(0-2) NIPPLE 1,1Nll\ U IIIIKI� RE -USE EASY FLEX NEW RECESSED SSP DETAIL A/1 —1(2.0) 0 t: Without Comments As Noted in Retie Per The Attached Letter ialans have been reviewed by The Tukwila Fire . ,00n Bureau for conformance with current City girds, kcce prance is SUDiect to errors and is which do not aiitnor!ze violations of adopted 'and ordinanc. s. me responsibility for the design rests totally with the designer. reVisiOOs to ::hese drawings after :(: will void 'this acceptance and will require a ) ;!;:tai of revised drawings for subsequent approval. acceptance is subject to field test and Inspection by Tukwila Fire Prevention Bureau. : '40 _I By: ^� ( (LIKWII FrRE DEPART M' I T L,71' 2.36-575-4407 and C EO/VL t Fbs 99'1.e Parird'b Nob td exact dc'— s b'cr shut- down or res`°Lor ion approval. GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-705 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT OF WATER /PPE cAEAcm IN OAOJITO 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.05 0.044 °f WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (III) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEIUNGS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABEUNG OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2010 AND THE CITY OF TUKWILA EXISTING CRITERIA: OFFICE - ORDINARY HAZARD GROUP I NEW DESIGN CRITERIA: OFFICE - ORDINARY HAZARD GROUP I TENANT IMPROVEMENT: THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEIUNG, LIGHTING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. AREA OF WORK 1 LEVEL 1 EDN RISER -' SITE PLAN NTS 64: 1 d%S F— z 0 0 U D CC O O z 0 F= cc ABBREVIATIONS SYMBOL LEGEND SYMBOL LEGEND PIPE LEGEND FLEX LEGEND AFF BOB BOO BOJ BOP BOT CTS FO IFOW OFOW NM LINO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PUNUN BOTTOM OF VEINS CUT TO BUT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE 2 SOD CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPLING 4 S MT R P (B) NEW 1' PLUG NEW 1/2" PLUG NEW STRAP OUTLET NEW MECHANICAL TEE OUTLET RELOCATED EXISTING SPRINKLER EXISTING THREADED OUTLET EXISTING SYSTEM COMPONENT NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE / \ — RELOCATED EXISTING PIPE NEW FLEXDROP RELOCATED EXISTING FLEX WALL LEGEND MAKE TYPE LEN NIPPLE BRKT SCRW ONTY SYM MANUFACTURER S.I.N. EXISTING UNCHANGED SPRINKLER LEGEND TYPE MODEL°NVRm �`"' f °.O I S I AAS I «. REVISIONS NO. DATE ./-1- BY REASON FOR REVISION SSP CHR CHR 5.6K 1/2' 155° UNCHANGED SSU BRZ — 5.6K 1/2' 155° — NEW BRACKET LEGEND: 0 RELIABLE RA1414 SSP REC F1FR-56 CHR CHR F1 5.6K 1/2' 1550 2 EXISTING WALL NEW WALL TO CEIUNG NEW FULL HEIGHT WALL L —I NEW LOW WALL C ..._ ..... _ _ ....J NEW SOFFIT WALL ACT = STANDARD OGSB BRACKET GWB = T -BAR, TBS ENDS, AND EBB CLAMP 4'BAR = T.BAR, TBS ENDS, AND SBB CLAMP TEK = (2) 1/4'x1.5' TEK SCREW WDS = (2) #10x1.5' WOOD SCREW 90°x1/2' = 90° NIPPLE 525' LONG 9'x1/2' = 9' LONG x 1/2' EXTENDED NIPPLE TOTAL NEW 2 BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY : ALARM PHONE: ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WITH POE CONSTRUCTION STREET ADDRESS CITY,STATE,ZIP PROJECT MANAGER : JAMIE NESS OFFICE PHONE : 253-833-2400 CELL PHONE : 206-551-1437 EMAIL: Jamie@poeconstruction.com SUPERINTENDENT : PHONE: EMAIL : r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc. SMITHFS1360T CERTIFICATE OF COMPETENCYSTAMP S S SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS7360T Bus: ( 253) 926 -1880 FAX: ( 253) 926.2350 BINDER@ 4501 BUILDING 4501 S. 134TH PLACE TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO. JEFF S LANE L 4/13/16 1 OF 1 TI16046 16/12}5 /Qi;h EXISTING BUILDING PROPOSED BUILDING OCCUPANCY: B,S CONSTRUCTION TYPE: IIIB WAREHOUSE: 12,000 SOFT. FIRST FLOOR OFFICE: 2000 SO. FT. SECOND FLOOR OFFICE: 2000 SO.FT. TOTAL AREA: 16,000 SQ. FT. F.F. = 45.5' PARCELNUMBER: 281320-0045 RETAINING WALL SFS START POINT@ 10' SUPPLY FLANGE LOCATED IN THE SE CORNER BY OTHERS. L\ fi TJ� ELECTRIC BE (BY OTHERS) FDC @ 30° WI S KNOX LOCK G -TORZ FITTING WALL PIV POST • 12" DJ. J 0 1p EXISTING BUILDING 1 5 36\ i i FIRE DE AE FNT ;-');,142st,, 205 -573 -Imo'? and give. this Fire Pernik NO® and actelc�.�'�uss for shut- dQiAlwn or rte:: Loation approval. 33'.4. I u Irr. Lu_T I L 3° TJ SITE 33,4" EXISTING BUILDING 0 Without Comments As Noted in Ref) Per The Attache,' Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance k'Iilth current City standards. Acceptar;;:is sllbjeci ro .errors and omissions which do P,4 authorize violations of adopted standards and or(-;;.;nces. The responsibility for the adequacy of desiprl : s totally with the designer. Additions, deletions r. --:,visions to these drawings after this date will void i i, _:c%reptance and will require a resubmittal of revise^ ::rawings for subsequent approval. Final acceptance is su ct i;1:L ileiri test and Inspection by The Tukwila Fire Prevention Bureau. By:S')' 10 20 30 40 50 SCALE 1" = 22 33'-0. BUILT-UP ROOFING ON R-30 RIGID INSULATION METAL DECK AND 12 METAL FRAMING 25. CFI= :cr_-zrn-CairSIVErianlnsav v},C.F. MCCUMs.V.:-a. C.CFCCm...2: . //eJJv""ar-. R-21 BATT INSULATION 24KSIEEL BAR JOIST N.A.S. STICK PIN TO CONCRETE t4,7 -DOC IJ N O PER NFPA 13 - 8.15.1.2.2 \CEILING PER SCHEDULE SECOND FLOOR OFFICE STI& PIN TOSCON(<.OPETE '1771-1I TriTITTE=Trr URN JI Lw1EIN 4'-0" \SCHEDULLEER FIRST FLOOR OFFICE R-21 BATT INSULATION WOMEN 12 .25' vlsumexu usrLar -m. .==muuumxnssmam.••+„- ^z'z.:aacaermr.. sr 24K STEEL BAR JOIST i57-0 O, O. IJ.N 0 R-21 BATT INSULATION -R-21 BATT INSULATION e T 24K SI EEL [JAR JOIST Fu70 OC U N O 13-21 BATT INSULATION WITHKWHITE VINYL REINFORCED FS 25 VAPOR BARRIER SECTION A/1 FACING SOUTH N.T.S. X 11 V 10= W I ---I _ o r-rL a-r1L o Fz d o r -a Carr=- c 1- a r i. A^• R�svC�mi--la 12 +v7 cowr ca l co r. 'Po r m cax--r c© w 1 1- 1-, r-Hit I r, t.r-o r, cl o ci e ar-.y wo rr->, ca cco rcl ca rr c© w I tl-r 5/1/2015 L aas is HANGER LEGEND tr.23.y = 1==> c==a t� _ SPRINKLER LEGEND ABBREVIATIONS 29'-0' PEAK 41 See revised Sheet 2 with review stamp for updated hydraulic calculation area. SYMBOL LEGEND -- ii WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATE OF TEST DATA SUPPLIED BY ELEV. OF FLOW TEST 120 PSI 20 PSI 4974 GPM S 134TH PLACE SOUTH OF SITE 5/23/2013 TUKWILA WATER DEPARTMENT 20 FT. SITE PLAN SYMBOLS a• NEW UNDERGROUND (BY OTHERS) - - -• - - - - EXISTING UNDERGROUND STREET CENTERLINE PROPERTY LINE EXISTING WATER METER EXISTING FIRE HYDRANT pd EXISTING GATE VALVE a REVISIONS ELECTRIC BELL (BY OTHERS) NEW 5" STORZ WALL FDC BY SFS NEW WALL PIV BY SFS EXISTING VAULT EXISTING FDC Carl Anderson D'gltally signed U1' Call Anderson DN:cneLarl Andersan,o=FIre Protection IntemetIonal Consortium, Inc, ou, email=candersonrthe-(pLcom U -US Date: 2015.05.01 14:2402 -07b0' SYM MANUFACTURER S.I.N. TYPE MODEL" TOTAL THIS SHEET AFF B oa BOO BOJ B OP BOT CTS FO IFOW OFOW NAS 0NO ABOVE PINCHED FLOOR BOTTOM OF DEKA BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE BOD CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION CONTRACT WITH FLANGE LOCATION 0 2 4 SCALE 1/2"=1'-0" tD ,tomico1 Q S.,wCv '1v SC \i GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM E-53/ASTM A-795 OR BETTER PIPE SIZE SCHEDULE Wim- THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED "'°OHf OF WATERPIPE cAPACIn IN ONIONS 1 40 0.133 1.049 THREADED, CUT GROOVED. ROLL GROOVED, PLAIN END. POLISHED 2.05 0.044 1 1/4 40 . 0.140 1.380 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END. POUSHED 2.92 0.078 1 1/2 FLOW PIPE 0.095 1.710 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2.83 0.122 2 FLOW PIPE 0.095 2.185 ROLL GROOVED, POUSHED. PLAIN END (FOR BUTT WELDING) 3.94 0.198 21/2 FLOW PIPE 0.088 2.703 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 5.10 0.298 3 FLOW PIPE 0.093 3.314 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 7.18 0.448 4 FLOW PIPE 0.101 4.298 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 11.03 0.758 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.300 1.144 8 •• 0.134 8.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.849 8 •• 0.188 8249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 •• WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (III) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL INSTALL A WET PIPE SPRINKLER SYSTEM TO PROTECT THE HEATED INTERIOR OF THE BUILDING. SFS WILL START WORK AT AN 10" SUPPLY FLANGE, 6" AFF LOCATED AT THE SOUTH EAST CORNER OF THE BUILDING. THE SYSTEM WILL BE INSTALLED PER NFPA 13, 2013 EDITION AND THE CITY OF TUKWILA. CLARIFICATIONS 1. ALL AREAS PROTECTED BY THE WET PIPE SPRINKLER SYSTEM, INCLUDING THE SPRINKLER RISER ROOM, WILL BE MAINTAINED BY OTHERS AT A MINIMUM 40° F TO PREVENT FREEZING. EXCLUSIONS 1. PAINTING OR LABELING OF SPRINKLER PIPING. 2. ELECTRICAL WIRING OF ANY KIND. 3. CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING. 4. UNDERGROUND SUPPLY. 5. STRUCTURAL REVIEW AND ASSOCIATED COSTS. DESIGN CRITERIA OFFICES ORDINARY HAZARD GROUP 1 PER NFPA 13 - 2013 EDITION DESIGN DENSITY= ORDINARY HAZARD GROUP 1 .15/1500 SQ. FT NFPA 13 SECTION 11.2.3.2.3.1 ALLOWS UP TO A 40% REDUCTION IN THE DESIGN AREA WITHOUT REVISING THE DENSITY WHERE LISTED QUICK -RESPONSE SPRINKLERS ARE USED THROUGHOUT r+ X = CEILING HEIGHT = 9'-0" Y = PERCENT REDUCTION TO DESIGN AREA Y= -3X/2+55 Y = -3(9)/2 + 55 = 41.5% 1500 SQ. FT. X 40.00% = 600 SQ. FT. REDUCTION 1500 SQ. FT.- 600 = 900 SQ. FT. DESIGN AREA FINAL AREA: 0.15 / 900 SQ. FT WAREHOUSE - HIGH PILED STORAGE 12 ESFR 16.8K HEADS FLOWING AT 35 PSI MIN. PER THE SPECIFIC APPLICATION LISTING. MAXIMUM BUILDING HEIGHT TO BOTTOM OF ROOF DECKING IS 29'-0" MAXIMUM STORAGE HEIGHT TO TOP OF STORAGE IS 22'-9" ESFR SPRINKLERS WILL PROTECT THE FOLLOWING: 1. CARTONED UNEXPANDED PLASTIC. 2. EXPOSED UNEXPANDED PLASTIC. 3. CLASS I - IV COMMODITIES, ENCAPSULATED OR UNENCAPSULATED. 4. IDLE WOOD OR PLASTIC PALLETS. 5. OPEN SHELF RACKS. N ®-a TO WALL F C II ELEC. ALARM BELL (BY OTHERS) 6(8-0) FLG a GRV W/10' x 8' FLED. PLATE FLG EPDXY COP TED SFS START POINT 10" SUPPLY FLANGE 10' DI TO WATER MAIN (BY OTHERS) RISER DETAIL FACING SOUTH 0 2 4 SCALE 1/2'=1-0' RISER EQUIPMENT LIST FFE GUARDIAN MODEL 8825 STORZ W/ KNOX LOCKING CAP BY SFS RISER PLAN VIEW N NOTES: 1. PIPE ALL DRAINS TO SAFE DISCHARGE OUTSIDE. 2. PROVIDE 2" ANNULAR SPACE AROUND ALL PIPE PASSING THROUGH CONCRETE FLOORS. 3. SPRINKLER ROOM TO BE MAINTAINED AT A MINIMUM 40° F (BY OTHERS). 0 2 4 SCALE t/2'=1'-0' ITEM QTY. SIZE DESCRIPTION MANUFACTURER MODEL # 8' DOUBLE DETECTOR CHECK VALVE ASSEMBLY BFV 0 NRS 1 WALL PIV W/ 1 SUPERVISORY SWITCH 1 8' WATER FLOW SWITCH 1 2' TEST AND DRAIN 1 1/4" WATER PRESSURE GAUGE 1 4' CHECK VALVE 1 12 HEAD SPARE HEAD CABINET WILKINS 350ASTDA KENNEDY POTTER ELE POTTER ELECTRIC AGF ASHCROFT GLOBE REUABLE 2945W PCVS-2 VSR 1011T 1005P RCV A-4 SPARE SPRINKLERS & WRENCHES MANUFACTURER TYPE MODEL n,aH "FUArOB e'""�'Dva ASTa+° O1"'""9 REUABLE SSP F1FR68 CHR 5.6K 1/2' 155°F 2 REUABLE HSW F1FR58 BRASS 5.8K 1/2' 155°F 1 REUABLE SSU F1FR58 BRASS 5.6K 1/2' 155°F 1 RELIABLE ESFR JL -1Z BRASS 16.8K 3/4" 165°F 2 REUABLE MODEL D SPRINKLER WRENCH 1 REUABLE MODEL GFR2 SPRINKLER WRENCH 1 RELIABLE MODEL J1 SPRINKLER WRENCH 1 RELIABLE MODEL XL02 SPRINKLER WRENCH 1 POE CONSTRUCTION 1519 WEST VALLEY HIGHWAY NORTH AUBURN, WA 98001 PROJECT MANAGER : JAMIE NESS PHONE : 253-939-4800 FAX : 253-939-4805 SUPERINTENDENT : JIM FERGUSON PHONE : 206-380-2004 FAX: 6 / t'- //IG'. WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Philip Stoehr 7792-0213-C Level 3 Smith Fire Systems, Inc. SMITHFS =OT WET SYSTEM NO. 1 AREA DESCRIPTION WAREHOUSE OFFICE TOTAL: AREA SQ. FOOTAGE 12,000 4,000 16,000 NUMBER OF SPRINKLERS 136 75 211 HYDRAULIC CALCULATION DATA REMOTE AREA #1: 12 SPRINKLERS FLOWING AT 35 PSI MINIMUM. DEMAND AT BASE OF RISER 1201.5 GPM AT 76.5 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 1451.5 GPM AT 98.3 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) 5/�5 D 0 Yfw C SITE PLAN SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1380T Bus: ( 253) 928 - 1880 FAX: ( 253) 928 - 2350 4501 BUILDING - TUKWILA 4501 S 134TH PLACE TUKWILA, WA Signet a Mmos • s _ r-� r KEY PLAN BILL W. BRANDON C. 4/23/2015 NO. 1 OF 3 TC15004 i I / - T 140,0" T T - 35,0" 35,0" 35'-0' 35'-0' 8'-1.75' L 6,1.75" glO ° G, a IFOW I 1 1 TP °�°� 2 2 1 I I I I 1 I I I 1 I I o I 2 2 2 2 2 2 4 ° 1 1 1 I I SSI I B4 I 53 2 2 2 2 I o f 2 ° 2 I I I B, I I B, 2 2 \� `. Nva °I 3 8-6.56-4 6-5 8-5 0-9 7-8 9-9 6-7 1-10 I II 8-5 54 451 8-5 3 B5 2-9 5 9.9 1 8-7 ®7-5.5 25AFF <0 I 25-2' 4FA® I I I° I I I I b q:' �� 4T02 � i 1 BODI I I I I I I I 1 $ IO 1 I 1 I I 1 I I 1 I I 1 1 I 1 I m m I d} I00 BLUEr> g 5TB1 RED [e) 2 2 2 2 2 2 2 2 I 0 2 ®I 2� 2 I S9 I O I 2 2 ° S7 2 I ° 2 I �2 y\aP 102 2 11-5.5 tiy2� 4T82m 6.8.5 ° O aciri 'I 6-' 8-5 8 5 0.9 7-8 . I I 1 I I IIII IIIIII 1IIII IIII1II IIIiI 9-9 I 6-7 I 1-10 B 5 I I i I I ZI I 1IIi IIII 8.5 I 5- I 4-5 I 8-5 8 5 2-9 I I 1 5-B 99 ° 6-7 I� ' 1 wU 1II 2 0 011II - 1 5 SB1 d ° ^I1 id 13 Ypl n(�, and 2 � 2 � I 2 2 2 2 2 2 O O O 0 2 2 2 O O 0 2 22 �In I p\ �`�a ®103 I O 1-5.5 PiiiaCIa� ry2 6-8.5 6-5 8-5 0-9 7-8 9-9 6-7 1-10 815 8-5 5-4 4-5 8-5 85 29 5-8 9-9 6.7 5tiT 1 "I,(4, LY MOST DEMANDING AREA: 1 1 N otk O 4102 1I p 12 SPRINKLER FLOWING AT 35 I PSI MINIMUM. SYSTEM DEMAND AT BAS OF RISER _ - - _ - - , 1 - _ - - _ I _ ---- 1 I I- I 5 1 m RED [7) E. I 1 I I I I IS 1200.3 GPM AT 83.5 PSI. I (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) I r I I I I 1 ,, ®` rVi 1- 1 II I I 1 I I 1 1 1 I 40V0 40V0 V2 1 l 4OVC J OS f) �• m2 -{II 2 I� f 2 -i 2 2- 2 I 2 2 2 2 2 2 2 2 I-' - 2 I- 2 _2Q; :-r 1-5.5 4 I 1," 47B2 '� O 8.8.5 0 I O I $ LT22 ) zi l I 'T z1 2 8-5 2 8-5 �5 0.9 7-8 I 9-9 I 6-7 I 1.10 B 5 I 8-5 I 5-4 4-5 I 8-5 5 2-9 5-B I I I I I I 1 1 I I I I �I I I I I I I I I I I I I I I I I I I I I I I 1I I I 2 2 2 2 2 2 2 2 2 2 2 2 2 ' O 9.9 2 6-7 to I O I �' IIlw D I 2 1.5 STB, \� N\e 2 O 7100656 .-I`b8.5 85 0-9 7-0 8.7 1.10 815 85 45 8-5 2-9 SE - 6-7 1-5 g G 4782 016 AUX DRAIN ' M&5IIGHT 4 X CT KE V I I 1 15 I I BLUER,Oc.mi.i j 2'f5781 X DRAIN 9 B RED AFFP'0I 1 : i DD I I • I I ZI ¢ I 1T BG AFF a ) '" \ rfrt. 2 2 2 2 2 2 2 2 2 2 2 2 0 <::2 1-5,5 04 yC7 t' 41B2 8.8.5 4 8.5 I 8-5 0-9 7-8 I 9-9 8-7 1-10 I 15 1 1 I I 8-5 5-4 45 8-5 15 I I I 1 ° 2-9I 5-8 9-9 6-7 1 I I I 1 I I I 0 g 5TB1 Ig I I I I I I I T IN1 3/4"I PLUGGED OUTLETYR PENDENT POSITION, a I 1Ter jelig 1 IIT �- 1 I-2_JI- I -2�J� 1 l 2 � 2^ I, �`IBLE RO,:F TOP MEa HAYIC 2L� I BLUE (2) Ip 2 2 2 2 2 2 2 2/ -2 -� �-1 2 2 2- � 2 2ryh`• kr-- :O5.5m ',`9 6-6.5 IL 6- 9-0 ° f8-7 0.°5 73/ 69 4-01 1.10 3-4 `5.10 4.11 -1-l/7-11 8. 3-0 5-8 9 6.7 -5 0 �- h`'p-1 4UVG TIG L1° IL-- '46VG - I - - I I I I Ar �, 4TB2li I I 1 I / a I / I I 1 I 1 I I-- 1 1 1 I I- 1 / I 1 1 I / I 1 I I I I �1 g 5TBt m P SSIBLE ROOF TOP M CHANICAL 1 I I I 1 I�y1''�'/ I- l �_�___ 1 .1 -I /I 16 SF ROOF HATCH I I 1 P\® I 2 2 I 2 1 1 2 2 j L -I 2 2 L I 2� 2 2 2 21 12 0 I / 1 2 VERIFZI.00ATIO j 2 2 I 2 I 2 I - °2 1-5.5 6-8.5 6-5 9.0 4-0 33 r 6-9 I -9 '4- 01 1-10 3-4 5-10 4-11 --2 I 54 1-2 -2 •! 3.O 58 99 I 6-7 'e1 �2N6`• 108 ,1.5 4 "1''' (' ',7,ff' I I 1 ti3R / I I I , FUTURE 9FF I CE I I 1 L � 1 /� 1 ,mal 1 I I 1 O- U I dL I I / I I C.H. d'-0 I I I I /1 I I I 1¢ <% �� 41B2m 1, .1 (13_,,I I I I Lf_--] -___ - I ICU -ta 5TB7 .A.S. ABO DROP CEIUN .A.S. ABOVE DR P CEILINGAP ,I I I(° I RED 5 I 01 not I I 1 I 1 ER NtPA 13.8.15.1.2.2 I C1 p I ER NFPA I e• 8.14.1.2.2 I t 1 I O IYo .� r I IMMII \tiP Nn l2Jl I / 1 ¢ i" 2 2 2 2 ' I 71 7 2 2- 2 21 L 2 2� 2J 2 2 2 2 2, 109 9.0 _ 1 .' 69 1 19 4- 01 1-10 - 34 ' 5-10 414 ' 9 I 5-4 1-2 1 �1� 3-0 5-6 9-9 8-7 1.0 1-5.5 8-6.5 � m I � ..1__� I I I 0 „GO -� I I � I I I_ J I I BLUE [t) k / MI _/ §o 4782 I m m I I mii I I I1 I 1 I Imp <I m / I I 1 - 57BI ®® I,L �� l P\ I I I RED 4 y ; : / J_jtS I 2 2 2 22 2_-1 2_- 2 2- 2 212-t 2 2 2I22°Y1-5.5 I 8.8.5 34 6-5 9-0 8-7 }5 7.3 �_d 9 I -9^ ` 4-, 0 1 1-10) 34 �' 5-10 ( 4-11J ' 1 5-4 1 1-2 'F 7-11 8 3-0 5.8 9-9 I 6-7 1.5 ®' cN 8 m I 4 25'-2' I I I-_ I I bLL- 4 2 I AFF 1 I I /_V1_ l J 1 t- 0 1 re / 1 1 1 I I iV IIFFOW . BOD 1 I 1 1 _. -__I_- 1 I I I I I I I I I I MN Will RED ti.. -) 6'-1.75 . 50 L 6'.1.75 FITTER NOTES 1. ALL BRANCH LINES TO BE INSTALLED 8 BOD U.N.O. 2. ALL MAINS TO BE INSTALLED 32 BOD U.N.O. 3. ALL BRANCH LINE HANGERS TO BE 7TB U.N.O. 4. ALL FLEX DROPS TO BE PER FLEX1 DETAIL THIS SHEET 5. ALL FLEX DROPS TO BE 6-0 IN LENGTH 6. NFPA 13, SECTION 9.3.5.5.10 ALLOWS THE OMISSION OF LATERAL BRACES WHEN THE PIPE IS HUNG WITH HANGERS LESS THAN 6" LONG. 7. "S" = 2" x 1" STRAP 8. ALL 6" MAIN HANGERS TO BE TYPE TB2 WITH 4" x 1/2" ATR SPACED AT 12' 0.C. 9. ALL 4" MAIN HANGERS TO BE TYPE TBI WITH 5" x 3/8" ATR SPACED AT 12' O.C. 10. EQ1 TO BE SPACED AT 60' O.C. 11. ALL RISER NIPPLES TO BE 2.5" x 2-0 GOE WAREHOUSE/2ND FLOOR OFFICE 0 B 12 SCALE 3/16'=1'-0' WALL LEGEND 1/7/7/7///I FULL HEIGF-TWALL I PARTIAL HEGHT WALL UP TO 12-6" AFF FOW 01 4 BOD E7 ri 1 0 BOD 10 Y IFOW 1 TB TOP CHORD OF BAR JOIST r47 el WO TOLCO FIG. 825 B JOIST ATTACHME N-/ E 1 (4-0) SCH 40BRAC 4RVERTICAL M VERTICAL TOLCO FIG. 4L PIPE CLAMP 1" PIPE PER PLAN BRANCHUNE- 1(4-0) 1' ELBOW EQ1 5 12' RETAINER STRAP TRACK SUPPORT OVERHEAD DOOR 1,0" OH DOOR BOTTOM CHORD OF BAR JOIST 3/8' AFCON 100 3/8' ATR HANGER RING TB1 rCONCRETE WALL 12' RETAINER STRAP (2) TOLCO FIG 980 SWIVEL END (2) TOLCO FIG 1001 FAST CLAMP • `HSW SPRINKLER HEAD 1" x 1/2" REDUCING COUPUNG 72' EASY FLEX DROP FLEX1 6 I 2' BRANCH UNE /PER PLAN ....,. 1� 2.5" x 2' REDUCING 'COUPUNG 1116..3 I MAIN UNE PER PLAN 2.5" RISER NIPPLE PER PLAN RISER NIPPLE X EQ3 BOTTOM CHORD OF BAR JOIST 1/2' AFCON 100 1/2' ATR HANGER RING TB2 12' x 4 1/2" HILTI KWI K BOLT TZ ( 3 3/4' MIN. EMBED ) (2) 1' x (3-0) SCH 10 BRACE PIPE (2) 1" MIN EXCESS PIPE THROUGH FAST CLAMP 2" x 6" STUDS AT 16.0.0 (2)4'x4" oW BLOCK (8) 5/16' x 3" LAG BOLT W/ WASHER 12' PLYWOOD) SHEETING (2) TOLCO RG. 980 J SWIVEL END (2) 1" (1-6) SCH 10 BRACE PIPE (2) TOLCO FIG. 1001 BRACE CLAMP EQ4 (2) 12" x 31/2' LAG BOLT 7- (2) 1' MIN EXCESS PIPE THROUGH FAST CLAMP 5' FDC STORTZ CONNECTION. STORTZ CONNECTION SET @ 33' ABOVE GRADE. OUTLET TO BE PROTECTED WITH A LOCKING STORTZ CAP. FDC BALL VALVE W/ PLUG AUX. DRAIN HZ V I IE= W I= I-9 I 0= Imo' I L = t < Q�-I- 14.J /�/\ I ISI < - I�I r, f==. E i o U s ' 1 e i Ica - r>, .- .- c -i i m==a• As c! c8 r1cl FZ slu-f r R.�v i ®w.eEta•c1 -For cam- ®a--. ®r ca 1 c a r-.'Fo r r-r'S ca t 1-, -- 1-, e CV PA T1 -.is r.�v I Is a--, a t 1 Ira to r -,1d Lci to ca. -.,t 1-.a riz® ca r-sy wo r- Lc_ r-, o t 1r- caC c a rci ca r -. c® wa r r-. Cac1 ®_ EE.•-yi = G+Co Carl ram Cl- LLI 0 Cr 0 z 0 Digitally signed by Carl Anderson ' DN:cn=Carl Anderson, o=FIre Protection International Consortium, Inc, ou, Andersone USII andersonGthe fpixom, Date: 2015.05.01 14:17:31-0700' -5/1 /2015 WAREHOUSE/2ND FLOOR OFFICE HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM 0 0 MANUFACTURER REUABLE REUABLE REUABLE S.I.N. RA1914 RA1414 RAI435 TYPE ESFR SSP HSW MODEL JL -17 Fl FR58 F1FR58 BRASS CHROME CHROME CHROME CHROME ORVIC 1102 16.8K 5.6K 5.8K 3/4' 1/2' 1/2' 185° 155° 155° 198 20 TOTAL THIS SHEET 160 AFF BOB BOO BOA BOP BOO CTS FO IFOW OFOW NAB Uta ABOVE FINLONED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF MARLIN BOTTOM OF TRUSS CUT SO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPAIN/IF-AS UNLESS NOTED OTIERIMSE BOO -A- CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG NO. DATE BY RE/SON FOR REVISION CONTRACT WITH POE CONSTRUCTION 1519 WEST VALLEY HIGHWAY NORTH AUBURN, WA 98001 PROJECT MANAGER : JAMIE NESS PHONE : 253-939-4800 FAX : 253-939-4805 SUPERINTENDENT : JIM FERGUSON PHONE : 206-380-2004 FAX: MN WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTE Philip Stoehr 7792-0213-C Level 3 Smith Fire Systems, Inc. SMITHFS136OT UI KEY PLAN 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 928 -1880 FAX: ( 253) 926 - 2350 4501 BUILDING - TUKWILA 4501 S 134TH PLACE TUKWILA, WA DESIGNER BILL W. PROJECT MGR BRANDON C. DATE 5/1/2015 SHEET 2 OF 3 JOB NO. • TC15004 O 35'-0' 0 35'-0' 0 35'-0' O 12'-3' 12'-3' 8'-1. / '_' MEN -MENO.H. B'-0'/ C.H. B'O'O� f+„I / -r _ i ___—_J— `" i OFFICE • r- _ __ ,-- WY .. *ffj 'IIDA TYP, • 181N. TJI( 181N. OC iHOTPICE- C H 9'-0" HYDRAULICALLY MOST DEMANDING AREA: SYS# 2 DENSITY: 0.15 GPM OVER 900 SQUARE FEET SYSTEM DEMAND AT BOW 251.9 GPM AT 72.7 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) •'" 2-T / O / I / TJI @t81N OCp_.®1__/ AUK DRAIN 2.8 2.4 AUX. DRAIN I 3-7 I 2 3'-10.5' BOJ— _ —_.—__ TYP. I / •. C.H. 9'.O' / 1 / N C H 9'-0' 1 8-4 O -Y _ 3-8 .___.._.._.......__._..-__.._._._._..._.._..._._ _. FITTER NOTES 1. MAIN TO BE INSTALLED 5.5 BOJ U.N.O. 2. BRANCH LINES TO BE INSTALLED 5.5 BOJ U.N.O. 3. ALL BRANCH UNE HANGERS TO BE 4SW U.N.O. 4. ALL MAIN UNE HANGERS TO BE 8WH U.N.O. 5. ALL FLEX DROPS TO BE PER FLEX2 DETAIL THIS SHEET 6. ALL FLEX DROPS TO BE 6-0 IN LENGTH I 3 10.5' 1ST FLOOR OFFICE 12 SCALE 3/16•=1'-0' WALL LEGEND "A FULL HEIGHT WALL I PARTIAL HEIGHT WALL UP TO 12-6" AFF TJI GST-20 SAMMY WOOD z b� 3/6' ATR HANGER RING SW (10) 1 1/2'x N4,. 1/4' MIN. TO 1/2' MAK GAP BOTH SIDES d31/ 1' ARMOVER PER PLAN SSU — 1' TEE — TOLCO FIG 58 SIDE BEAM BRACKET Wk #16W' DRIVE SCREWS 1/2' BOLT W/ NUT & WASHER 2x BLOCK ONE SIDE 1' (3-0) SCH 10 BRACE PIPE II TOLCO FIG. 4L-7 PIPE CLAMP EQ5 — BRANCH UNE PER PLAN "-- 1' DROP PER PLAN MODEL F3.150 ADJUSTABLE DROP NIPPLE � - SSP W/ RECESSED CANOPY 45°. 59° FROM VERTICAL SSU — WH BRANCHUNE BRANCH UNE PER PLAN —1' DROP PER PLAN HARD PIPE DROPS GREEN GREEN 2 AUK DRNN —� CEILING PER SCHEDULE 7-8 CEIUNG PER SCHEDULE R-21 INSULAITON GWB BOTH SIDE OF STUDS AND PLYWOOD SHEATHING PER STURCTURE \ / OFFICE MAIN LINE DROP 2'x6'STUDS ATI8'O.C- (2) a•xa•xxBLOCK (8) 5/18' x 3' LAG BOLT W/ WASHER 1/2• PLYWOOD/ SHEETING (2) TOLCO FlG 980 J SWIVEL END (2) I. (1-8) SCH 10 BRACE PIPE (2) TOLCO FIG. 1001 BRACE CLAMP MODEL F3.150 ADJUST, DROP NIPPLE SSP W/ RECESSED CANOPY FLEX2 EQ4 (2)1/2" x 3 1/2' LAG BOLT (2) 1' MIN EXCESS PIPE THROUGH FAST CLAMP TJI 1 1/2' x 8'x 12' EACH SIDE OF TJI WEB WITH (8) NO. 8x2' DRYWALL SCREW EACH SIDE 1/2' x 4 1/2' BOLTW/NUT&WASHER TOLCO FIG. 980 SWIVEL END 1' (3-0) SCH 10 BRACE PIPE 45' - 59' FROM VERTICAL TOLCO FIG. 1001 BRACE CLAMP 1' MIN. EXCESS PIPE THROUGH CLAMP EQ6 a 1' TEE W/PLUG DRY SSP DROP FIELD ORDER R21 INSULATION ..I 111•111 2' BRANCH UNE PER PLAN DRY PENDENT CEIUNG co F- LJ� w 0 0 w CC o 0 z O mss/ V 1 ST FLOOR OFFICE HANGER LEGEND SYM MANUFACTURER S.I.N. SPRINKLER LEGEND TYPE MODEL ABBREVIATIONS SYMBOL LEGEND REVISIONS O RELIABLE RA1414 SSU F1FR56 BRASS 5.6K 1/2' 155° 28 • RELIABLE RA1414 SSP FIFR56 CHROME CHROME 5.6K 1/2' 155° 22 • RELIABLE R5714 DSSP F3QR CHROME CHROME 5.6K 1' 155' 3 TOTAL THIS SHEET 51 AFP BOB BOO BOJ BBOT P0 IFOW OFOW NAS LINO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PUiUN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OP WALL NO AUTO. SPRINKLERS UNLESS NOTED 01111111WLSE 12 B D —A— 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPLING NO. DATE BY REASON FOR REVISION --- CONTRACT WITH POE CONSTRUCTION 1519 WEST VALLEY HIGHWAY NORTH AUBURN, WA 98001 PROJECT MANAGER : JAMIE NESS PHONE : 253-939-4800 FAX : 253-939-4805 SUPERINTENDENT : JIM FERGUSON PHONE : 206-380-2004 FAX: r • WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEM. Philip Stoehr 7792-0213-C Level 3 Smith Fire Systems, Inc. SMIT FS13.OT CERTIFICATE OF COMPETENCY STAMP ■ 9 KEY PLAN i5 SMITH FIRE SYSTEMS, INC: 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMTTHFSI360T Bus: ( 253) 926 -1880 FAX: (253) 928 -2350 4501 BUILDING - TUKWILA 4501 S 134TH PLACE TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO. BILL W. BRANDON C. 4/23/2015 3 OF 3 TC15004