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PP - 1233 ANDOVER PARK EAST - LANTERN LANDING - PERMITS AND PLANS
1233 ANDOVER PARK EAST ASSOCIATED PERMITS 18-F-210 D17-0193 18-S-043 18-S-006 Slk ram:1 (253) 926-1880 • FAX (253) 926-2350 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 January 8, 2018 Tukwila Fire Dept. Fax: 206-575-4439 al.metzler@tukwilawa.gov Attention: Al Metzler Reference: LANTERN LANDING DEMO 1233 Andover Park East Tukwila, WA SFS #: TI17137 Mr. Metzler: TUKWILA FIRE DEPARTMENT Pease czli 206-575-4407 and give this Fire Permit No. Is - S -Ool;, ind exact address for shut- down hutdown or bion approval. 1 -71.,f -t. cire I icww r 04. w� Poe Construction has contracted us to shut down and cap a section of fire sprinkler piping for partial building demolition. SFS will cap the fire sprinkler piping at the main at the roof. The portion of the building that will remain after demo will remain in service. Sincerely, SMITH FIRE SYSTEMS, INC. Bassione Van Soest Designer CERTIFICATE WASHINGTON FIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc. SMITHFS1 60T State Stamp FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Lantern Landing 1233 Andover Park East Permit No.: 18-S-043 Date: Marchl4, 2018 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 ih 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 7-05, section 13.5.6.2.2. • 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 Aocated not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. 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.: 352304-9084 Site Address: 1233 ANDOVER PARK EAST Suite Number: Floor: 1 Tenant Name: LANTERN LANDING BUILDING New Tenant? ® - Yes ❑ - No Property Owner's Name: HOUGHTON INVESTMENTS LLC Mailing Address: 6363 LAKE WASHINGTON BLVD NE KIRKLAND WA 98033 CONTACT PERSON -if there are questions about the submittal. Name: JEFF SMITH Day Telephone: 253-248-2678 Company Name: SMITH FIRE SYSTEMS City State Zip Mailing Address: 1106 54TH AVE E TACOMA WA 98424 E-mail Address: jeffsmith@smithfire.com City State Zip Fax Number: 253-926-2350 Contractor's City of Tukwila Business License number: BUS -0993301 Total number of new/relocated devices or sprinkler heads: 127 Valuation of Project (contractor's bid price): $ 26633 Scope of Work (please provide detailed information): INSTALL A NEW WET PIPE SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND ROOFING 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 AU,ORIZED AGENT: i Signature: Date: 2/12/18 Day Telephone: Name: JEFF SMITH Tele hone: 253-248-2678 Plan Permit App.doc 8/22/14 TFD FP Form 8 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** King Co. Assessor's Tax No.: 3523049084 Site Address: 1233 ANDOVER PARK E Suite Number: Floor: Tenant Name: LANTERN LANDING New Tenant? X Yes ❑ - No Property Owner's Name: PETERSON MATT Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: SCOTT JERKE Day Telephone: 253-248-2004 Company Name: SMITH FIRE SYSTEMS Mailing Address: 1106 54TH AVE E, TACOMA, WA 98424 City State Zip E-mail Address: SJERKE@SMITHFIRE.COM Fax Number: 253-926-0726 Total number of new/relocated devices or sprinkler heads: 18 Valuation of Project (contractor's bid price): $ 4509 Scope of Work (please provide detailed information): INSTALL FIRE ALARM CONTROL PANEL, NOTIFICATION, AND INITIATING DEVICES. 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 AkJTHORIZED AGENT: Signature: Print Name: SCOTT JERKS Day Telephone: 253-248-2004 PAID CCT 23 2018 TUKWILA FIR E Date: 10/23/18 Plan Permit App.doc 1/2/13 TFD FP Form 8 'TUKWILA FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, WA 98188 - Phone 206-575-4407 - Fax 206-575-4439 E-mail: tukfdpry@ci.tukwila.wa.us CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Permit # ig f' 24.0 Property Address 033 f},,inov_ e_ Suite # 01/9 Date 1- . —1 c/ City TUKWILA Name of Facility L4,„,..TEe..i,,, Occupied as 6 Zip Code Owner or Representative P ''� P r1�lr � Phone # ,2c c,O1 Installing Company I -4M t=LfG7r_iC ( SMIrt+ FtR.f- Sys rE 4 Installin Contractor's Address Pv A) ay LA -lc -EWA s , !!!! , + o,, s*rp�rE Installing ��u �r �ir-� w � City Installer's Name (PRINT) K/Lg Sc...3A-NtJ Phone #me -Rs/ /fes)Hh - 080 h sFs License and/or Certificate Si,s General Contractor Po 6 10, Electrical Contractor »14,1 F_L>:ctR-tc.ra-t- FACP Equipment Manufacturer Sint/6).3S Model # FC 9o.1 This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by )61/4_ S ,3„ n A - On (date) 1 - I a1 and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions manufacturer's Instructions 9laer (specify) "1.- Tukwila City Ordinance Numbers 2050, 2051 UL Central Stati on' I -Soo -1(, o - 5;04 G System is monitored by WAS thn is j pLitap.k SIGNED / /'� Date System Firmware: Installed version t D2.0(7) Initial program Installation // - /`1 Checksum /v/a Revisions and Reasons /l// Date Date N�a Programmed by W.,/ S Wcoyin EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors A/V Devices Audio Devices Visual Devices Auto Door Release Trouble Indictors Batteries of 1 a of It of 6 ofc S of 5- 3 of 3of of of of of Readings Battery Generator HVAC Controls Fire Alarm Dialer of of of _L Make/Model 51fr4‘r1S (C-10 1 Make/Model S t E mu) s N 1'4 3 D Make/Model t r1 s Make/Model n-eg21 Make/Model 3 i 56nisafL Make/Model 5 ysrewt SE) 5of- Make/Model Make/Model Make/Model Make/Model 92 Full Load g, Charge 2. 7. coo Make/Model Make/Model Make/Model - A- S Monitored by W paswiNrs rc nl stc2._;r•\ Annunciator of Make/Model ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. 1 of ( Make/Model 1''° -Tr �s t Valve Tamper Sw. ,- of L- Make/Model ''&S7E(z- 5n5 PIV j_ of J_ Make/Model t bi-1-Et& ft4S-9- Elec. Alarm Bell of Make/Model Automatic time Delay of Water Flow Alarm Do you Yes v No seconds. None Installed t audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Test of alarm System on emergency power, satisfactory? Yes V No Test Witnessed by K7 L-3wo.nn Title Alu Er 4/1 s Date / -.2 -1 Comments: troy I O -t -r -1t S1 $v1M.vi P.+wdtifin r) Ropq, Fire Alarm Certificate.doc Revised: 10/28/04 TFD FP Form #110 THE FIRE PROTECTION INTERNATIONAL CONSORTIUM, INC. FIRE PROTECTION - LIFE SAFETY - CODE CONSULTING SECURITY - PERFORMANCE BASED DESIGN http://www.the-fpi.com March 6, 2017 Smith Fire Systems 1106 54th Ave East Tacoma, WA 98424 Subject: Lantern Landing Building Sprinkler Submittal Review 1233 Andover Park East Tukwila, WA STATUS: Approved w/ Comments Mr Van Soest: ft*•, FPI has reviewed the Fire Sprinkler Submittal Package, provided by Smith Fire Systems, INC., for the above referenced facility. The submittal package consisted of the following: 1. Fire Protection Sprinkler Plans (FP -1 and FP -2) dated 02/12/18 2. Hydraulic Sprinkler Calculations 02/12/18 3. Material Data (Reliable Sprinkler Head) sheet submitted. The review resulted in the following comments: Sheet FP -1 1. Correct the riser location, the site plan and floor plan show different locations where the underground enters the building. 2. Tukwila City Ordinance 16.42.070 (L) requires 4'-0" clear around the riser. Sheet FP -2 1. Correct the Brace and Hanger details some of the notes and dimensions are cut off at the top of the detail. Hydraulic Calculations -No comments. Cut -Sheets -No comments. Please feel free to contact me with any questions. Sincerely, Carl P. Anderson, PE The Fire Protection International Consortium, Inc. .3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 6a" (ad Type of Inspection 1 -7 -Ai 4.7 Address:Contact Suite #: /3-3 4pre Person: ig Lvx.X spp,rev.ed Special Instructions: Phone No.: Permits: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: f-(-€'' Fire Alarm: 7sr yes Hood & Duct: .r)-\ i C q le.(c/v ig Lvx.X spp,rev.ed Pre -Fire: Permits: Occupancy Type: f7*e - eyn.� ear ��k - >�! ... �%QZiYr- ,255 .€� wcG� �.3G a (��Fl f ri'g--- ^/71- /V V6114(j Needs Shift Inspection: (.-(i-' , Sprinklers: f-(-€'' Fire Alarm: 7sr yes Hood & Duct: Monitor: W4 Al Pre -Fire: Permits: Occupancy Type: IF Inspector: f-rn5---2— Date: t8/,., Hrs.: j, C $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 Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / � ` _ � (� f-ejK / ,/ LO(`1U� Type of Inspection: C.ei\t,-C- Address:Contact Suite #: (2- � 2 , A pe - Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: (6-107z) Amr-r/ve-b Needs Shift Inspection: Sprinklers: 't.J( Hrs.: / Fire Alarm: 1 Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: S .— / Inspector: f77 ¶4- Date: /--/242//c 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 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project•/44m /44, Eld Type of Insp io y e..,k P Address: zrt,, Suite #: 33.Ea �' Contact Person: (� "� Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: btztcd 54 pkv //eiic-ov-e Needs Shift Inspection: V. ) Sprinklers: 1/A7Fire Alarm: 44j7 /!r$4J/,u/ y{4---- Hood & Duct: Monitor: ` Pre -Fire: Permits: Occupancy Type: AA 1 Inspector:� neb.,Date: x/2j,/j_ ifl Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 5F5 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 LANTERN LANDING JOB NO.T117137 DATE 2112118 ADDRESS 1233 ANDOVER PARK EAST BY JEFF S TUKWILA, WA SYSTEM DESIGNATION: WET HAZARD DESCRIPTION: RETAIL (ORDINARY HAZARD GROUP II) HAZARD CLASS PER NFPA 13 : 2013 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .20 GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE IN -RACK SPRINKLER DEMAND SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 250 GPM GPM SOURCE MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: K -FACTOR: TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 127 "C" FACTOR UNDERGROUND : 140 126 SQUARE FEET F1FR56 TEMPERATURE: 200 ° F 5.6 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 130 PSI RESIDUAL 20 PSI FLOW 7200 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: 212118 DATA PROVIDED BY: WATER MODEL (MIKE CUSICK, TUKWILA WATER) LOCATION OF TEST: CORNER OF 180TH & ANDOVER PARK EAST BASE OF RISER DEMAND 413.80 GPM REQUIRED AT 77.80 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 663.80 GPM REQUIRED AT 87.80 PSI AT CONNECTION TO SOURCE (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc. SMITHFS136OT r5I nat aawww.4 .www wwww CERTIFICATE OF COMPETENCY STAMP IIiIOIF±II1IIIIIII4I41 j 1 I44 11111111 11111911 1111111 �. i -.■ ITS � 4--� '_- - "-�- -'-^ill :: -:.�_ I � �_f-� -rte-; -;-1 !_ 11 1 L ' 11 1 I. l: II la == I :111 t11iL= :tlIiliiiiII 11 0109 EMENEI•---- ias_-A4 =_�_ lf) I '• 1 n N O _ ISd NI 31•Jf1SS3ad • DATE: 2/9/2018 JOB TITLE: WATER SUPPLY DATA SOURCE NODE TAG SOURCE STATIC PRESS. (PSI) 130.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 H:\SIGMA\TI17137 SOUTH.SDF RESID. PRESS. (PSI) 20.0 FLOW (GPM) 7200.0 AVAIL. PRESS. (PSI) 128.7 TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 663.8 87.8 Available pressure is 40.9 psi (32%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 663.8 GPM 250.0 GPM 0.0 GPM 413.8 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BFP1 0.0 87.5 BFP2 0.0 80.5 UG1 0.5 79.2 BOR 3.0 77.8 TOR 16.0 69.5 10 16.0 65.9 11 16.0 61.9 11A 16.0 61.8 A21 16.0 36.9 41 16.0 36.4 A26 16.0 35.9 42 16.0 35.5 A28 26.5 18.1 A32 16.0 35.5 A33 16.0 38.0 A34 16.0 37.0 A35 16.0 - - - - 36.7 S21 17.2 K= 5.60 34.3 S22 26.5 K= 5.60 21.9 S23 26.5 K= 5.60 20.7 S24 26.5 K= 5.60 20.2 S25 26.5 K= 5.60 20.1 S26 17.2 K= 5.60 33.4 S27 26.5 K= 5.60 18.5 S28 26.5 K= 5.60 15.7 S29 26.5 K= 5.60 17.3 S30 26.5 K= 5.60 16.9 S31 26.5 K= 5.60 16.8 S32 17.2 K= 5.60 33.0 S33 17.2 K= 5.60 35.4 S34 17.2 K= 5.60 34.4 AREA (FT^2) DENSITY REQ. ACT. (GPM/FT^2) 32.8 126.0 0.200 0.260 26.2 126.0 0.200 0.208 25.5 126.0 0.200 0.202 25.2 126.0 0.200 0.200 25.1 95.0 0.200 0.264 32.4 126.0 0.200 0.257 24.1 95.0 0.200 0.253 22.2 95.0 0.200 0.234 23.3 95.0 0.200 0.245 23.0 95.0 0.200 0.242 22.9 95.0 0.200 0.242 32.2 126.0 0.200 0.255 33.3 126.0 0.200 0.264 32.9 126.0 0.200 0.261 DATE: 2/9/2018 JOB TITLE: NODE ANALYSIS DATA NODE TAG S35 SOURCE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 H:\SIGMA\TI17137 SOUTH.SDF ELEVATION NODE TYPE (FT) 17.2 K= 5.60 0.0 SOURCE DENSITY PRESSURE DISCHARGE AREA REQ. ACT. (PSI) (GPM) (FTA2) (GPM/FTA2) 34.2 32.7 126.0 0.200 0.260 87.8 413.8 - - - • DATE: 2/9/2018 JOB TITLE: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 H:\SIGMA\TI17137 SOUTH.SDF 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) FIXED PRESSURE LOSS DEVICE Pipe: 1 BFP1 0.0 0.0 87.5 0.0 7.0 psi, 413.7 gpm BFP2 0.0 0.0 80.5 0.0 Pipe: 2 413.7 6.160 PL 191.00 PF 1.1 BFP2 0.0 0.0 80.5 0.0 4.5 14 0.140 TLG 2313EG PV G PE -0.2 UG1 0.5 0.0 79.2 0.0 Pipe: 3 413.7 3.314 PL 2.50 PF 0.3 UG1 0.5 0.0 79.2 0.0 15.4 120 FTG PE -1.1 BOR 3.0 0.0 77.8 0.0 0.130 TL 2.50 PV Pipe: 4 413.7 3.314 PL 13.00 PF 2.6 BOR 3.0 0.0 77.8 0.0 15.4 120 FTG E PE -5.6 TOR 16.0 0.0 69.5 0.0 0.130 TL 20.30 PV Pipe: 5 413.7 3.314 PL 2.00 PF 3.6 TOR 16.0 0.0 69.5 0.0 15.4 120 0 120 TLG 27.40T PE PV 0.0 10 16.0 0.0 65.9 0.0 413.7 3.314 PL 30.67 PF 4.0 10 Pipe: 66 0 0.0 65.9 0.0 15.4 120 FTG ---- PE 0.0 11 16.0 0.0 61.9 0.0 0.130 TL 30.67 PV Pipe: 7 98.9 3.314 PL 14_PE 0.0 33 PF 0.1 11 16.0 0.0 61.9 0.0 3.7 120 0.009 TLG 14.33 PV 11A 16.0 0.0 61.8 0.0 Pipe: 8 314.8 2.703 PL 83.00 PF 25.1 11 16.0 0.0 61.9 0.0 17.6 0 120 TLG 118210 PVE 0.0 A21 16.0 0.0 36.9 0.0 282.0 2.703 PL 2.83 PF 0.5 Pipe: 9 A21 16.0 0.0 36.9 0.0 15.8 F0 120 FTGL _ _ _-2.83 PE 0.0 41 16.0 0.0 36.4 0.0 V Pipe: 10 180.0 2.703 PL 6.17 PF 0.5 41 16.0 0.0 36.4 0.0 10.1 0 120 TLG --- PE .17 PV 0.0 A26 16.0 0.0 35.9 0.0 Pipe: 11 147.7 2.703 PL 8.33 PF 0.4 A26 16.0 0.0 35.9 0.0 8.3 12 0 120 TLG ----8.33 PVE 0.0 42 16.0 0.0 35.5 0.0 Pipe: 12 32.2 2.703 PL 0.67 PF 0.0 42 16.0 0.0 35.5 0.0 1.8 120 0.003 TLG 0.67 pV 0.0 A32 16.0 0.0 35.5 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/9/2018 H:\SIGMA\TI17137 SOUTH.SDF JOB TITLE: -PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 98.9 1.710 PL 83.25 PF 23.8 11A 16.0 0.0 61.8 0.0 13.8 120 FTG 2ET PE 0.0 A33 16.0 0.0 38.0 0.0 0.232 TL 102.75 PV Pipe: 14 65.6 1.710 PL 9.00 PF 1.0 A33 16.0 0.0 38.0 0.0 9.2 120 FTG ---- PE 0.0 A34 16.0 0.0 37.0 0.0 0.108 TL 9.00 PV Pipe: 15 32.7 1.710 PL 9.00 PF 0.3 A34 16.0 0.0 37.0 0.0 4.6 120 FTG --- PE 0.0 A35 16.0 0.0 36.7 0.0 0.030 TL 9.00 PV Pipe: 16 32.8 1.049 PL 1.25 PF 2.0 A21 16.0 0.0 36.9 0.0 12.2 120 FTG T PE -0.5 S21 17.2 5.6 34.3 32.8 0.325 TL 6.25 PV Pipe: 17 102.0 1.710 PL 20.83 PF 9.9 41 16.0 0.0 36.4 0.0 14.3 120 FTG 2ET PE -4.5 S22 26.5 5.6 21.9 26.2 0.245 TL 40.33 PV Pipe: 18 75.8 1.710 PL 8.50 PF 1.2 S22 26.5 5.6 21.9 26.2 10.6 120 FTG --- PE 0.0 S23 26.5 5.6 20.7 25.5 0.142 TL 8.50 PV Pipe: 19 50.3 1.710 PL 7.00 PF 0.5 S23 26.5 5.6 20.7 25.5 7.0 120 FTG ---- PE 0.0 S24 26.5 5.6 20.2 25.2 0.066 TL 7.00 PV Pipe: 20 25.1 1.710 PL 6.50 PF 0.1 S24 26.5 5.6 20.2 25.2 3.5 120 FTG ---- PE 0.0 S25 26.5 5.6 20.1 25.1 0.018 TL 6.50 PV Pipe: 21 32.4 1.049 PL 1.25 PF 2.0 A26 16.0 0.0 35.9 0.0 12.0 120 FTG T PE -0.5 S26 17.2 5.6 33.4 32.4 0.317 TL 6.25 PV Pipe: 22 115.5 1.710 PL 20.83 PF 12.5 42 16.0 0.0 35.5 0.0 16.1 120 FTG 2ET PE -4.5 S27 26.5 5.6 18.5 24.1 0.309 TL 40.33 PV Pipe: 23 91.4 1.710 PL 2.00 PF 0.4 S27 26.5 5.6 18.5 24.1 12.8 120 FTG ---- PE 0.0 A28 26.5 0.0 18.1 0.0 0.200 TL 2.00 PV Pipe: 24 22.2 1.049 PL 8.00 PF 2.4 A28 26.5 0.0 18.1 0.0 8.2 120 FTG ET PE 0.0 S28 26.5 5.6 15.7 22.2 0.158 TL 15.00 PV Pipe: 25 69.2 1.710 PL 6_5D PF 0.8 A28 26.5 0.0 18.1 0.0 9.7 120 FTG PE 0.0 S29 26.5 5.6 17.3 23.3 0.120 TL 6.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/9/2018 H:\SIGMA\TI17137 SOUTH.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 46.0 1.710 PL 7.00 PF 0.4 S29 26.5 5.6 17.3 23.3 6.4 120 FTG ---- PE 0.0 S30 26.5 5.6 16.9 23.0 0.056 TL 7.00 PV Pipe: 27 22.9 1.710 PL 6.50 PF 0.1 S30 26.5 5.6 16.9 23.0 3.2 120 FTG ---- PE 0.0 S31 26.5 5.6 16.8 22.9 0.016 TL 6.50 PV Pipe: 28 32.2 1.049 PL 1.25 PF 2.0 A32 16.0 0.0 35.5 0.0 11.9 120 FTG T PE -0.5 S32 17.2 5.6 33.0 32.2 0.313 TL 6.25 PV Pipe: 28A 33.3 1.049 PL 1.25 PF 2.1 A33 16.0 0.0 38.0 0.0 12.4 120 FTG T PE -0.5 S33 17.2 5.6 35.4 33.3 0.334 TL 6.25 PV Pipe: 29 32.9 1.049 PL 1.25 PF 2.0 A34 16.0 0.0 37.0 0.0 12.2 120 FTG T PE -0.5 S34 17.2 5.6 34.4 32.9 0.326 TL 6.25 PV Pipe: 30 32.7 1.049 PL 1.25 PF 2.0 A35 16.0 0.0 36.7 0.0 12.2 120 FTG T PE -0.5 S35 17.2 5.6 34.2 32.7 0.324 TL 6.25 PV Pipe: 50 -413.8 6.160 PL 17.00 PF 0.3 BFP1 0.0 0.0 87.5 0.0 4.5 140 FTG TG PE 0.0 SOURCE 0.0 SRCE 87.8 (N/A) 0.005 TL 61.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) 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 0.004 gpm and a maximum imbalance at any node of 0.132 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.6 ft/sec at pipe 8. (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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/9/2018 H:\SIGMA\TI17137 SOUTH.SDF JOB TITLE: 128.22 psi with a flow of 774.00 gpm. (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 ChkV1v BfyVly GatV1v 6.160 12.00 40.00 10.00 43.00 16.00 4.00 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 GatV1v AlmChk 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 2.703 6.70 21.70 3.40 23.30 5.70 2.00 11.00 11.00 0.00 3.314 7.30 25.40 3.80 24.90 10.50 2.00 23.40 23.40 0.00 DATE: 2/9/2018 JOB TITLE: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 H:\SIGMA\TI17137 SOUTH.SDF E a 0 0 0 o Q o H W 0 w m a O O O -H 05 -r{ C2, Un 0 H 0 > O M H 0 �+ -H a 4i a al 04 4i M w m o a) )1 N E a E a) R ty) E •0 of as 0 m '0 �°• wm E • Cm o (I • M A H EM 0) m � v A u) a) +)v.) f..i 0 -H v °v a -H 0 (n -H !-) .--4 a 11 m O Q m m rt v a a • k0 0 u - l - -H • 0 CO H -H W 0 0 O co v v / U 0 m 0) ro A. / 0 .0 o H • N U >, > CO Ka a ai ci 0 a) 0 0 0 O O 0 0 0)' r -i 0 c --I cH7FCw a(24c:1 cnczw -¢w•H 0 0 co Ln 0 CO N v X 0+ P O o 0 m v o w a C 0 +-J O U 0 4d O v � H ro ro v o p o m as � o o - o ro 0 N +p o x o v v O m v ro U v v. m o v r -I o 1 a u a c 4 a m + ro C21 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/9/2018 H:\SIGMA\TI17137 SOUTH.SDF JOB TITLE: -WATER SUPPLY CURVE 132+ *0 I \ I \ 121+ \\ I \ I \ 1 \\ 110+ \ I \ 1 \\ I \ 99+ \ I \\ 1 \ 1 \ P 88+X \\ R 1 \ E 1 \ S 1 \\ S 77+ \ U 1 \ R 1 \\ E 1 \ 66+ \ ( I \\ P 1 \ S 1 \ 155+ \\ 1 \ 1 \ I \\ 44+ \ 1 \ I \\ 1 \ 33+ \ I \\ I \ 1 \ 22+ LEGEND \ 1 20.0 psi @ 7200 gpm-> * 1 X = Required Water Supply "Flow Test Point 1 87.81 psi @ 663.8 gpm " 11+ II 1 0 = Available Water Supply " 1 128.66 psi @ 663.8 gpm " 1 „ + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) SMITH FIRE SYSTEMS, INC. JOB NO. T117137 LANTERN LANDING BUILDING SYSTEM # 1 WET AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .20 GPM / 1500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 376.30 GPM AT 50.60 PSI DATE: 2/9/2018 JOB TITLE: "WATER SUPPLY DATA SOURCE NODE TAG SOURCE STATIC PRESS. (PSI) 130.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 H:\SIGMA\TI17137.SDF RESID. PRESS. (PSI) 20.0 FLOW (GPM) 7200.0 AVAIL. PRESS. (PSI) 128.8 TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 626.3 60.4 Available pressure is 68.4 psi (53%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 626.3 GPM 250.0 GPM 0.0 GPM 376.3 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BFP1 0.0 60.1 BFP2 0.0 53.1 UG1 0.5 52.0 BOR 3.0 50.6 TOR 16.0 42.8 10 16.0 39.8 11 16.0 36.4 12 16.0 34.3 13 16.0 33.8 14 16.0 33.7 22 17.2 26.8 23 17.2 33.2 24 17.2 27.8 S1 17.2 K= 5.60 25.8 S2 17.2 K= 5.60 23.5 S3 17.2 K= 5.60 22.3 S4 17.2 K= 5.60 21.7 S5 17.2 K= 5.60 21.6 S6 17.2 K= 5.60 32.9 S7 17.2 K= 5.60 32.6 S8 17.2 K= 5.60 31.2 S9 17.2 K= 5.60 30.8 S10 17.2 K= 5.60 27.5 S11 17.2 K= 5.60 27.3 S12 17.2 K= 5.60 26.1 S13 17.2 K= 5.60 25.8 SOURCE 0.0 SOURCE 60.4 28.4 27.1 26.4 26.1 26.0 32.1 32.0 31.3 31.1 29.4 29.2 28.6 28.4 376.3 AREA (FT^2) 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 DENSITY REQ. ACT. (GPM/FT^2) 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.219 0.209 0.203 0.201 0.200 0.247 0.246 0.241 0.239 0.226 0.225 0.220 0.219 • DATE: 2/9/2018 JOB TITLE: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 H:\SIGMA\TI17137.SDF 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) FIXED PRESSURE LOSS DEVICE Pipe: 1 BFP1 0.0 0.0 60.1 0.0 7.0 psi, 376.2 gpm BFP2 0.0 0.0 53.1 0.0 Pipe: 2 376.2 6.160 PL 191.00 PF 0.9 BFP2 0.0 0.0 53.1 0.0 4.1 140 FTG 3EG PE -0.2 UG1 0.5 0.0 52.0 0.0 0.004 TL 231.00 PV Pipe: 3 376.2 3.314 PL 2.50 PF 0.3 UG1 0.5 0.0 52.0 0.0 14.0 120 FTG ---- PE -1.1 BOR 3.0 0.0 50.6 0.0 0.109 TL 2.50 PV Pipe: 4 376.2 3.314 PL 13.00 PF 2.2 BOR 3.0 0.0 50.6 0.0 14.0 120 FTG E PE -5.6 TOR 16.0 0.0 42.8 0.0 0.109 TL 20.30 PV Pipe: 5 376.2 3.314 PL 2.00 PF 3.0 TOR 16.0 0.0 42.8 0.0 14.0 120 1209 FTGL 27.40T PE PV 0.0 10 16.0 0.0 39.8 0.0 Pipe: 0.0 376.2 3.314 PL 30.67 PF 3.4 10 16.039.8 0.0 14.0 120 FTG ---- PE 0.0 11 16.0 0.0 36.4 0.0 0.109 TL 30.67 PV Pipe: 7 376.2 3.314 PL 19.17 PF 2.1 ---- PE 120 11 16.0 0.0 36.4 0.0 14.0 0.109 TLG 19.17 PV 0.0 12 16.0 0.0 34.3 0.0 Pipe: 8 242.1 3.314 PL 11_33 PF 0.5 12 16.0 0.0 34.3 0.0 9.0 120 0.048 TLG 11.33 PV 0.0 13 16.0 0.0 33.8 0.0 Pipe: 9 115.6 3.314 PL 9_PE 0.0 00 PF 0.1 13 16.0 0.0 33.8 0.0 4.3 120.0102 TLG 9.00 PV 14 16.0 0.0 33.7 0.0 Pipe: 10 134.1 1.710 PL 1.25 PF 7.0 12 16.0 0.0 34.3 0.0 18.7 120 1200 TLG 17.25T PE -0.55 22 17.2 0.0 26.8 0.0 Pipe: 11 0.0 1.710 PL 1.25 PF 0.0 13 16.0 0.0 33.8 0.0 0.0 0.000120 TLG 17.25T PVE -0.5 23 17.2 0.0 33.2 0.0 Pipe: 12 115.6 1.710 PL 1.25 PF 5.3 14 16.0 0.0 33.7 0.0 16.2 0.309120 TLG 17.25T PV -0.5 24 17.2 0.0 27.8 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/9/2018 H:\SIGMA\TI17137.SDF JOB TITLE: -PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 134.1 1.710 PL 2.42 PF 1.0 22 17.2 0.0 26.8 0.0 18.7 120 FTG ---- PE 0.0 S1 17.2 5.6 25.8 28.4 0.407 TL 2.42 PV Pipe: 14 105.7 1.710 PL 8.75 PF 2.3 S1 17.2 5.6 25.8 28.4 14.8 120 FTG ---- PE 0.0 S2 17.2 5.6 23.5 27.1 0.262 TL 8.75 PV Pipe: 15 78.5 1.710 PL 8.00 PF 1.2 S2 17.2 5.6 23.5 27.1 11.0 120 FTG ---- PE 0.0 S3 17.2 5.6 22.3 26.4 0.151 TL 8.00 PV Pipe: 16 52.1 1.710 PL 8.00 PF 0.6 S3 17.2 5.6 22.3 26.4 7.3 120 FTG ---- PE 0.0 S4 17.2 5.6 21.7 26.1 0.071 TL 8.00 PV Pipe: 17 26.0 1.710 PL 8.00 PF 0.2 S4 17.2 5.6 21.7 26.1 3.6 120 FTG ---- PE 0.0 S5 17.2 5.6 21.6 26.0 0.020 TL 8.00 PV Pipe: 18 32.1 1.710 PL 11.00 PF 0.3 13 16.0 0.0 33.8 0.0 4.5 120 FTG ---- PE -0.5 S6 17.2 5.6 32.9 32.1 0.029 TL 11.00 PV Pipe: 19 94.4 1.710 PL 3.00 PF 0.6 13 16.0 0.0 33.8 0.0 13.2 120 FTG ---- PE -0.5 S7 17.2 5.6 32.6 32.0 0.212 TL 3.00 PV Pipe: 20 62.4 1.710 PL 14.00 PF 1.4 S7 17.2 5.6 32.6 32.0 8.7 120 FTG ---- PE 0.0 S8 17.2 5.6 31.2 31.3 0.099 TL 14.00 PV Pipe: 21 31.1 1.710 PL 14.00 PF 0.4 S8 17.2 5.6 31.2 31.3 4.3 120 FTG ---- PE 0.0 S9 17.2 5.6 30.8 31.1 0.027 TL 14.00 PV Pipe: 22 29.4 1.710 PL 11.00 PF 0.3 24 17.2 0.0 27.8 0.0 4.1 120 FTG ---- PE 0.0 S10 17.2 5.6 27.5 29.4 0.025 TL 11.00 PV Pipe: 23 86.3 1.710 PL 3.00 PF 0.5 24 17.2 0.0 27.8 0.0 12.0 120 FTG ---- PE 0.0 S11 17.2 5.6 27.3 29.2 0.180 TL 3.00 PV Pipe: 24 57.0 1.710 PL 14.00 PF 1.2 Sil 17.2 5.6 27.3 29.2 8.0 120 FTG ---- PE 0.0 S12 17.2 5.6 26.1 28.6 0.084 TL 14.00 PV Pipe: 25 28.4 1.710 PL 14.00 PF 0.3 S12 17.2 5.6 26.1 28.6 4.0 120 FTG ---- PE 0.0 S13 17.2 5.6 25.8 28.4 0.023 TL 14.00 PV • DATE: 2/9/2018 JOB TITLE: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 H:\SIGMA\TI17137.SDF PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet X (in) E T F C B G A D Ell Tee 45 ChkVly BfyVly GatVly AlmChk DPVly f1eX 1.710 7.30 25.40 3.80 24.90 10.50.50 12.50 1.70 12.10 .3314 2.00 23.40 23.40 0.00 DATE: 2/9/2018 JOB TITLE: 7200.0 gpm 3 O H - -1 m Oa 0 O 0 N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 H:\SIGMA\TI17137.SDF T5 -H m a) m 0. COCO 0 ul CO E a, E u 0) E '0 b a, Q m T5 uM u)M • EM CO N 0 Lip O r- E mus MNM ON Q) 0) QD a) C] M � u ) 4..) °u S -4-H N w C1. -ri 0. m -H -1-) UI -ri G M -H -H 0" •s N O 0. to N a) p, a Ca b o • o 0 Z rl W -H CO H CO CO m 0 ro m 0" Cl• N W • 0 • W N-1 (ll 4,-� aO a 0 0 7 N N 0) U 0 m 0 O 0 o TS al ro / Q H 0 / _ 0 N E ro ' N u � H i N U >, > m 4 H • aria U 0 m 0) U O O co up 0 CH7 FC 0 0 w O CO 0 w o4 w M M D rz w — 0+ m -H 0 CO N O 0 a, 0 m H 0 0 m o r7 a) CO r-.-1 tz m a) E O o � o y -a —0 m a) ro 0 > _ o .e N a) M 4) 0 0 0, O ro N aJ X a) 1- H 0 O H Dashed Lines indicate a) 0 0 m a) ro 0 -H 0 a) E ro a) m m 0 0 a) m ro SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 . DATE: 2/9/2018 H:\SIGMA\TI17137.SDF JOB TITLE: WATER SUPPLY CURVE 132+ *0 1 \ 1 \ 121+ \\ 1 \ I \ 1 \\ 110+ \ I \ I \\ I \ 99+ \ I \\ I \ 1 \ P 88+ \\ R 1 \ E 1 \ S 1 \\ S 77+ \ U 1 \ R 1 \\ E I \ 66+ \ ( I \\ P IX \ S I \ I 55+ \\ I \ I \ I \\ 44+ \ I \ I \\ 1 \ 33+ \ I \\ I \ I \ 22+ LEGEND II I 20.0 psi @ 7200 gpm-> * 1 X = Required Water Supply "Flow Test Point I 60.38 psi @ 626.3 gpm II 11+ n 1 0 = Available Water Supply r' 1 128.80 psi @ 626.3 gpm II rr 0++—+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Size and Type of Pipe ToI-Brace Seismic Calculations Project Address: LANTERN LANDING 3" Sch.7 Steel Pipe (76.2 mm) _ B-LiliB on 2013 NFPA Pamphlet #13 @i0LC0 1233 ANDOVER PARK EAST 105ft (32 m) TUKWILA, WA Job # TI17137 Calculations based Brace Information 39 Ibs (17.69 kg) Tolco Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration UR Value Max Horizontal Load Force Factor (Cp) 10' 0" (3.05 m) Tolco Component Fig. Number Adjusted Load Fig.1001 Clamp 1131 lbs (513 kg) Fig.980 Universal Swivel 1955 lbs (887 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. 0" (2.13 m) 1" Sch.40 45° Min. 0.42" (11 mm) Assembly TOLCO UNIVERSAL SWAY ATTACHMENT STEEL LATERAL Detail FIG. 98' BRACE PIPE BRACE 200 1310 Ibs (594 kg) 0.7 4,r /* Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA Type B + TOLCO FIG. 1001 1* FAST CLAMP , 4r 355 Ibs (161 kg) 1/21n. 4-1/21n. Lag -Screw Brace Identification on Plans BRACE 2 Orientation of Brace Lateral IBraced Pipe: 3" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.7 Steel Pipe (76.2 mm) 10ft (3 m) 50 Obs (23 kg) 1.5" Sch.7 Steel Pipe (38.1 mm) 105ft (32 m) 210 Ibs (95 kg) Percentage added for Fittings and Sprinklers 15% 39 Ibs (17.69 kg) Total Adjusted Load of all pipe within Zone of Influence 300 Ibs (136 kg) fTol-Brace Version 7} ToI-Brace Seismic Calculations LANTERN LANDING 1233 ANDOVER PARK EAST 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 # TI17137 BRACE 2 NFPA Type B 3" Sch.7 Steel Pipe 10' 0" (3.05 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° 1/2in. x 4-1/2in. Lag -Screw 4-1/tin. Summary of Pipe within Zone of Influence COOlgit B -Lure ` t'iTCL 3" Sch.7 Steel Pipe (76.2 mm) 10ft (3 m) 1.5" Sch.7 Steel Pipe (38.1 mm) 105ft (32 m) G -Factor Used 0.7 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 300 lbs (136 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 355 lbs (161 kg) Fig.1001 Clamp 1131 lbs (513 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member GLULAM BEAM Calculations prepared by JEFF S *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com ToI-Brace Seismic Calculations Project Address: LANTERN LANDING C4 8 -Line 1233 ANDOVER PARK EAST @TOMO TUKWILA, WA Job # TI17137 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 40' 0" (12.19 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 0" (2.13 m) Fig.4L Clamp 1425 lbs (646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1955 lbs (887 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading 'Please Note: These for Tolco components only. Use of any calculations are other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) LIR Value 200 Assembly Detail Max Horizontal Load 1310 lbs (594 kg)UNIVERSAL CO SWAY Force Factor (Cp) 0.7 BRACE ATTACHMENT �* STEEL PIPE LATERAL BRACE Fastener Information - I NFPA T e E Fastener Orientationyp TQLCO FIG. 4L PIPE CLAMP FOR Maximum Load 400 lbs (181 kg) SWAY BRACING r 1 T Diameter 1/21n. -1 Length 4-1/2in. Type La • -Screw Brace Identification on Plans BRACE 3 Orientation of Brace Longitudinal Braced Pipe: 3" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.7 Steel Pipe (76.2 mm) 40ft (12.2 m) 201 lbs (91 kg) Percentage added for Fittings and Sprinklers 15% 30 lbs (13.61 kg) Total Adjusted Load of all pipe within Zone of Influence 231 lbs (105 kg) frol-Brace Version 7) ToI-Brace Seismic Calculations LANTERN LANDING 1233 ANDOVER PARK EAST Brace Identificat on 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 # TI17137 BRACE 3 NFPA Type E 3" Sch.7 Steel Pipe 40' 0" (12.19 m) Longitudinal 1" Sch.40 7' 0' (2.13 m) 200 45° 1/2in. x 4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence cOO R 8 -Line 40TOLcCI 3" Sch.7 Steel Pipe (76.2 mm) 140ft m) G -Factor Used 0.7 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.4L Clamp Fig.980 Universal Swivel Structural Member 15% 231 lbs (105 kg) 1310 lbs (594 kg) 400 lbs (181 kg) 1425 lbs (646 kg) 1955 lbs (887 kg) GLULAM BEAM Calculations prepared by JEFF S *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Size and Type of Pipe Tol-Brace Seismic Calculations Project Address: LANTERN LANDING 3" Sch.7 Steel Pipe (76.2 mm) CallB-Lin on 2013 NFPA Pamphlet #13 @MCC 1233 ANDOVER PARK EAST 105ft (32 m) TUKWILA, WA Job # TI17137 Calculations based Brace Information Total Adjusted Load of all pipe within Zone of Influence Tolco Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration L/R Value Max Horizontal Load Force Factor (Cp) 10' 0" (3.05 m) Tolco Component Fig. Number Adjusted Load Fig.1001 Clamp 1131 lbs (513 kg) Fig.980 Universal Swivel 1955 lbs (887 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. 7' 0" (2.13 m) 1" Sch.40 45° Min. 0.42" (11 mm) Assembly TOLCO UNIVERSAL SWAY ATTACHMENT LATERAL Detail FIG. • : I BRACE PIPE - BRACE '►� O 200 1310 lbs (594 kg) 0.7STEEL Fastener Information Fastener Orientation Maximum Load Diameter Length Type NFPA Type E +" TOLCO FIG. 1001 FAST CLAMP 4 ' 400 lbs (181 kg) 5/8in. 3-1/2in. Through-Bolt Brace Identification on Plans BRACE 4 Orientation of Brace Lateral Braced Pipe: 3" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.7 Steel Pipe (76.2 mm) 10ft (3 m) 50 lbs (23 kg) 1.5" Sch.7 Steel Pipe (38.1 mm) 105ft (32 m) 210 lbs (95 kg) Percentage added for Fittings and Sprinklers 15% 39 lbs (17.69 kg) Total Adjusted Load of all pipe within Zone of Influence 300 lbs (136 kg) lToI-Brace Version 7} ToI-Brace Seismic Calculations LANTERN LANDING 1233 ANDOVER PARK EAST 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 # 1117137 BRACE 4 NFPA Type E 3" Sch.7 Steel Pipe 10' 0" (3.05 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° 5/8in. x 3-1/2in. Through -Bolt 3-1/tin. Summary of Pipe within Zone of Influence COR 13 -Line •TOLCQ 3" Sch.7 Steel Pipe (76.2 mm) 10ft (3 m) 1.5" Sch.7 Steel Pipe (38.1 mm) 105ft (32 m) G -Factor Used 0.7 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 300 lbs (136 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 400 lbs (181 kg) Fig.1001 Clamp 1131 lbs (513 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member BUILT UP TJI Calculations prepared by JEFF S 'The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Size and Type of Pipe Total Length Total Calculated Load 3" Sch.7 Steel Pipe (76.2 mm) 60ft (18.3 m) 302 lbs (137 kg) Percentage added for Fittings and Sprinklers 15% 45 lbs (20.41 kg) Total Adjusted Load of all pipe within Zone of Influence 347 lbs (157 kg) (Tol-Brace Version 71 ToI-Brace Seismic Calculations Project Address: LANTERN LANDING C0003 B -Line on 2013 NFPA Pamphlet #13 OTEI.00 1233 ANDOVER PARK EAST TUKWILA, WA Job # TI17137 Calculations based Brace Information Tolco Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration UR Value Max Horizontal Load Force Factor (Cp) 60' 0" (18.29 m) Tolco Component Fig. Number Adjusted Load Fig.4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 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. 9' 0" (2.74 m) 1.25" Sch.40 45° Min. 0.54" (14 mm) Assembly IVCO IV UNt AL BRACE ATTACHMENT STEEL. LATERAL FIG. 4 .� PIPE CLAMP FOR SWAY BRACING. k. i Detail SWA PIPE BRACE • 0 I 200 1774 lbs (805 k 9) 0.7 Fastener Information Fastener OrientationTDLCO Maximum Load Diametera Length Type NFPA Type E 2050 lbs (930 kg) 1/2n. (12 mm) N/A Bolt Brace Identification on Plans BRACE 5 Orientation of Brace Longitudinal Braced Pipe: 3" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.7 Steel Pipe (76.2 mm) 60ft (18.3 m) 302 lbs (137 kg) Percentage added for Fittings and Sprinklers 15% 45 lbs (20.41 kg) Total Adjusted Load of all pipe within Zone of Influence 347 lbs (157 kg) (Tol-Brace Version 71 Tol-Brace Seismic Calculations LANTERN LANDING 1233 ANDOVER PARK EAST 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 # TI17137 BRACE 5 NFPA Type E 3" Sch.7 Steel Pipe 60' 0" (18.29 m) Longitudinal 1.25" Sch.40 9' 0" (2.74 m) 200 45° 1/2 (12mm) Bolt N/A Summary of Pipe within Zone of Influence COOL 8 -Line OTOLCCf 3" Sch.7 Steel Pipe (76.2 mm) 1 60ft (18.3 m) G -Factor Used 0.7 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 347 lbs (157 kg) Material Capacity 1774 lbs (805 kg) Fastener Capacity 2050 lbs (930 kg) Fig.4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member STEEL I BEAM Calculations prepared by JEFF S *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations Project Address: LANTERN LANDING 8-Litre 1233 ANDOVER PARK EAST - eTOLCO TUKWILA, WA Job # 1117137 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 30' 0" (9.14 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig.1001 Clamp 1131 lbs (513 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1955 lbs (887 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading "Please Note: These for Tolco only. Use of any calculations are components other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) 200 Assembly Detail L/R Value Max Horizontal Load 1310 lbs (594 kg) i i I Tcxco FIG. Bat► Force Factor (Cp) 0.7 SWAY BRACE ATTACHMENT 1 TO STEEL I-BEAM TOLCO FIG. 96 ' 1 UNIVERSAL SWAY BRACE 41(rI�IJ ATTACHMENT Fastener Information�pi__ ,�IliMPr- LATERAL BRACE r Fastener Orientation NFPA Type B �` Maximum Load 894 lbs (406 kg) �! Diameter N/A TOLCO SST MP Length N/A CL I ' Type Fi..800 Alon. Beam Brace Identification on Plans BRACE 6 Orientation of Brace Lateral Braced Pipe: 3" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.7 Steel Pipe (76.2 mm) 30ft (9.1 m) 151 lbs (68 kg) 1.5" Sch.7 Steel Pipe (38.1 mm) 80ft (24.4 m) 160 lbs (73 kg) Percentage added for Fittings and Sprinklers 15% 47 lbs (21.32 kg) Total Adjusted Load of all pipe within Zone of Influence 358 lbs (162 kg) (Tol-Brace Version 7) ToI-Brace Seismic Calculations LANTERN LANDING 1233 ANDOVER PARK EAST 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 # 1117137 BRACE 6 NFPA Type B 3" Sch.7 Steel Pipe 30' 0" (9.14 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 45° Fig.800 Along Beam N/A Summary of Pipe within Zone of Influence COOPER 6 -Line «?TOLCxi 3" Sch.7 Steel Pipe (76.2 mm) 30ft (9.1 m) 1.5" Sch.7 Steel Pipe (38.1 mm) 808 (24.4 m) G -Factor Used 0.7 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 358 lbs (162 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 894 lbs (406 kg) Fig.1001 Clamp 1131 lbs (513 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member STEEL I BEAM Calculations prepared by JEFF S *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com T ToI-Brace Seismic Calculations Project Address: LANTERN LANDING *1.1 . B -Line 1233 ANDOVER PARK EAST ®TOLCO TUKWILA, WA Job # TI17137 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 40' 0" (12.19 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 9' 0" (2.74 m) Fig.1001 Clamp 1131 lbs (513 kg) Bracing Material 1.25" Sch.40 Fig.980 Universal Swivel 1955 lbs (887 kg) Angle from Vertical 45° Min. 'Calculation Based on CONCENTRIC Loading *Please Note: These are for Tolco components only. Use of any calculations other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54" (14 mm) UR Value 200 Assembly Detail Max Horizontal Load 1774 lbs (805 kg) TOLCO FIG, 981 UNIVERSAL SWAY BRACE ATTACHMENT i Force Factor (Cp) 0.7 SI ttL PIPE LATERAL BRACE Fastener Information Fastener Orientation Type E f NFPA Maximum Load 2050 lbs (930 kg) Diameter 1/2n. (12 mm) FIG. 1001 TOLCO FAST CLAMP 9� Length N/A Type Bolt Brace Identification on Plans BRACE 7 Orientation of Brace Lateral Braced Pipe: 2.5" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5" Sch.7 Steel Pipe (63.5 mm) 40ft (12.2 m) 148 lbs (67 kg) Percentage added for Fittings and Sprinklers 15% 22 lbs (9.98 kg) Total Adjusted Load of all pipe within Zone of Influence 171 lbs (78 kg) IToI-Brace Version 71 ToI-Brace Seismic Calculations LANTERN LANDING 1233 ANDOVER PARK EAST 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 # TI17137 BRACE 7 NFPA Type E 2.5" Sch.7 Steel Pipe 40' 0" (12.19 m) Lateral 1.25" Sch.40 9' 0" (2.74 m) 200 45° 1/2 (12mm) Bolt N/A Summary of Pipe within Zone of Influence COOPER 8 -Line @TOLCD 2.5" Sch.7 Steel Pipe (63.5 mm) I 40ft (12.2 m) G -Factor Used 0.7 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 171 lbs (78 kg) Material Capacity 1774 lbs (805 kg) Fastener Capacity 2050 lbs (930 kg) Fig.1001 Clamp 1131 lbs (513 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member STEEL I BEAM Calculations prepared by JEFF S 'The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com FIREALARM CONSTRUCTION DOCUMENT SET SHEET INDEX SHEET REV. DESCRIPTION FA001 GENERAL SHEET, LEGEND & NOTES FA101 DEVICE LOCATION VIEWS - FIRST LEVEL FA501 SCHEDULES & RISER DIAGRAMS FA601 PRODUCT TYPICALS FA801 POWER CALCULATIONS FA901 PRODUCT SHEETS FA902 PRODUCT SHEETS SHEET NAMING CONVENTION SHEET DESCRIPTION FAOXX GENERAL SHEET, LEGEND & NOTES FA1XX DEVICE LOCATION VIEWS - FIRST FLOOR FA2XX ELEVATION VIEWS - FA3XX SECTION VIEWS FA4XX LARGE SCALE VIEWS FA5XX SCHEDULES & RISER DIAGRAMS FA6XX PRODUCT TYPICALS FA7XX DEVICE DETAILS FA8XX POWER CALCULATIONS FA9XX PRODUCT SHEETS - IDENTIFIERS CABLE LEGEND ID TYPE DESCRIPTION SHEILD rEl DEVICE IDENTIFIER - EXISTING, ADD, REPLACE, MOVE, DEMO AWG SHEILD CLASS POINT OF PROTECTION IDENTIFIER / TYPE REFERENCE " XXXX 1 N FPLR - AA ® VOICE EVACUATION CONTROL PANEL REVISION IDENTIFIER B 16 rO - CABLE ID - SEE CABLE LEGENDArk FPLR BB REMOTE ANNUNCIATOR SHEET ID - SHEET DETAIL "A", "B", "C" / SHEET #)000( VOW CABLE LEGEND ID AWG COND SHEILD CLASS ID AWG SHEILD CLASS A 16 2 N FPLR - AA 2 VOICE EVACUATION CONTROL PANEL Its B 16 4 N FPLR BB REMOTE ANNUNCIATOR IIIA CEILING HORN -STROBE WEATHERPROOF C 16 2 N FPLP CC RADIO 1940RR WALL MINI -SPEAKER D 16 4 N FPLP DD CR VP WALL SPEAKER/STROBE E 14 2 N FPLR EE ® CEILING CHIME F 14 4 N FPLR- FF M BELL - G 14 2 - N FPLP GG H 14 4 N FPLP HH I 12 2 N FPLR II J 12 4 - N FPLR JJ K 12 2 N FPLP KK L 12 4 - N FPLP LL M 16 2 N TFFN MM N 16 4 N TFFN NN O 16 2 N THWN 00 P 16 - 4 N THWN - PP Q - QQ U UU R RR S SS T TT U Uu V - W x xx Y YY Z ZZ SHEET INDEX SHEET INDEX THE SCOPE OF THIS PROJECT IS TO INSTALL A NEW FIRE ALARM CONTROL PANEL, NOTIFICATION, AND INITIATING DEVICES FOR THE PURPOSE OF TENANT IMPROVEMENT_ SYSTEM CODES INTERNATIONAL BUILDING CODE (IBC 2015 EDITION) INTERNATIONAL FIRE CODE (IFC 2015 EDITION) NATIONAL FIRE PROTECTION ASSOCATION (NFPA 70 2011 EDITION) NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 72 2013 EDITION) NATIONAL FIRE PROTECTION (NFPA 101 2011 EDITION) USE & OCCUPANCY CLASSIFICATION ADA INTERNATIONAL CODE ANSIE 117.1 UNDERWRITERS LABORATORIES, INCORPORATED TUKWILA MUNICIPAL CODES ❑ ASSEMBLY (A) ■ BUSINESS (B) ❑ EDUCATIONAL (E) ❑ FACTORY & INDUSTRIAL (F) ❑ HIGH HAZZARD (H) ❑ INSTITUTIONAL (I) ❑ MERCANTILE (M) ❑ RESIDENTIAL (R) ❑ STORAGE (S) ❑ UTILITY & MISCELLANEOUS (U) BUILDING CONSTRUCTION TYPES O A-1 ❑ A-2 ❑A-3 ❑ F-2 ❑ H-2 ❑ 1-2 ❑ R-1 ❑ R-2 ❑ S-1 ❑ S-2 ❑ H-3 ❑A-4 ❑A-5 ❑ H-4 ❑ H-5 ❑ 1-3 ❑ 1-4 ❑ R-3 ❑ R-4 ❑ S-3 ❑S-4 ❑ TYPE I ❑ TYPE II ❑ TYPE III ❑ TYPE IV ❑ TYPE V ❑ TYPE I -A ❑ TYPE II -A ❑ TYPE III -A O TYPE V-A ❑ TYPE I -B ❑ TYPE II -B ❑ TYPE III -B O TYPE V -B AUTOMATIC SPRINKLER PROTECTION O NO 0 PARTIAL • FULL GENERAL NOTES 1_ INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC, -AND CONTRACT DRAWINGS. 2. AS -BUILT DRAWINGS ARE REQUIRED AT THE TIME OF AHJ ACCEPTANCE. SMITH FIRE SYSTEMS REQUIRES ELECTRICAL RED LINES WITH IN TWO WEEKS PRIOR TO PRIOR TO AHJ TEST'S. - 3. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH SMITH FIRE SYSTEMS PROJECT MANAGER. ALL SMITH FIRE SYSTEMS FIELD SERVICES MUST BE SCHEDULED WITH SMITH FIRE SYSTEMS PROJECT MANAGER WITH A MINIMUM OF TEN BUSINESS DAY'S ADVANCE NOTICE. 4. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY SMITH FIRE SYSTEMS ALARM TECHNICIAN. - 5. FIRE ALARM CONTROL PANEL SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF A SMITH FIRE SYSTEMS ALARM TECHNICIAN. 6. THE FIRE ALARM SYSTEM SHALL BE MONITORED BY A UNDERWRITERS LISTED MONITORING STATION BEFORE AHJ'S TEST_ 7_ WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 8. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 9. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 10. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL AND ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL AND ARCHITECTURAL PLANS. 11_ FIELD VERIFY WATERFLOW SWITCHES, TAMPER SWITCHES, PRESSURE SWITCHES, SMOKE DAMPERS, AND DUCT DETECTOR LOCATIONS. 12. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL 13. SMOKE DETECTORS SHALL NOT BE LOCATED WITH IN 36" OF ANY AIR DIFFUSER. 14. WALL MOUNTED AUDIBLE/VISUAL APPLIANCES SHALL BE MOUNTED IN SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" AND NOT GREATER THE 96" ABOVE FINISHED FLOOR. 15. THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THAN 3'-6" AND NOT MORE THAN 4'-6" ABOVE THE FINISHED FLOOR. 16. NO DETECTOR SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP_ DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A TIME AND MATERIAL BASES. 17_ A DEDICATED BRANCH CIRCUIT OF ONE OF THE FOLLOWING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER. B) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATIONS IS ON DUTY AT ALL TIMES. C) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT ARRANGED FOR COGENERATION WITH COMMERCIAL LIGHT AND POWER WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATION IS ON DUTY AT ALL TIMES. - 18. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS, AND PROPER "END -TO -LINE" RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO SMITH FIRE SYSTEMS ALARM TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP AND CHECKOUT_ 19. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED, AND SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT THE FIRE ALARM CONTROL PANEL ONLY. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM CONTROL PANEL AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIED TO GROUND ONLY AT THE FIR ALARM CONTROL PANEL DRAWING ACCEPTANCE THIS DRAWING IS TO BE USED FOR THE PURPOSE OF PLACING AND LOCATING SMITH FIRE SYSTEMS FIRE ALARM DEVICES AND IS NOT BE USED FOR ANY OTHER PURPOSES. RECORD DRAWINGS ALL WORK PERFORMED IN THE FIELD SHALL BE ACCURATELY RECORDED ON THESE DRAWINGS AND RETURNED TO SMITH FIRE SYSTEMS CORPORATE OFFICE. MONITORING COMPANY INSTALLATION COMPANY ALARM CENTER 4500 3RD AVE, LACEY, WA 98503 ACCOUNT# TBD SMITH FIRE SYSTEMS 1106 54TH AVE E, TACOMA, WA 98424 FIRE ALARM - PANELS QTY SYMBOL DEVICE DESCRIPTION 1 FIRE ALARM CONTROL PANEL WEI I FM -200 CLEAN AGENT PANEL m _ 0 CEILING STROBE - PRE -ACTION CONTROL PANEL Ilii CEILING STROBE WEATHERPROOF 2 VOICE EVACUATION CONTROL PANEL Its 1 I>CM FIRE SIGNAL EXPANDER ® ® CEILING HORN -STROBE REMOTE ANNUNCIATOR IIIA CEILING HORN -STROBE WEATHERPROOF SUBSCRIBER TERMINAL UNIT ® 1 ® AES RADIO - RADIO FIRE ALARM - NOTIFICATION DEVICES QTY SYMBOL DEVICE DESCRIPTION - 1 0 WALL STROBE I WALL STROBE WEATHERPROOF 5 _ 0 CEILING STROBE - E OvP CEILING STROBE WEATHERPROOF 2 ► x( WALL HORN -STROBE 1 I>CM WALL HORN -STROBE WEATHERPROOF ® CEILING HORN -STROBE ®vP CEILING HORN -STROBE WEATHERPROOF D❑ WALL HORN ® CEILING HORN 1940RR WALL MINI -SPEAKER s WALL SPEAKER ® CEILING SPEAKER CR VP WALL SPEAKER/STROBE ss CEILING SPEAKER/STROBE c WALL CHIME ® CEILING CHIME B WALL BUZZER 0 CEILING BUZZER M BELL - FIRE ALARM - DETECTORS QTY SYMBOL DEVICE DESCRIPTION - 1 ©P SMOKE DETECTOR ©AB SMOKE DETECTOR ABOVE CEILING 5 ®BL SMOKE DETECTOR BELOW CEILING E j DUCT SMOKE DETECTOR - - 1 DUCT SMOKE DETECTOR REMOTE TEST SWITCH Ea ©BT SMOKE BEAM TRANSMITTER ®BR SMOKE BEAM RECEIVER i)F 135° FIXED TEMP HEAT DETECTOR I 135° RATE OF RISE HEAT DETECTOR 19VCIF 194° FIXED TEMP HEAT DETECTOR 1940RR 194° RATE OF RISE HEAT DETECTOR 19°. F 190° FIXED TEMP HEAT DETECTOR 194'0__ 194° LINE TYPE HEAT DETECTOR FIRE ALARM - MODULE / RELAY - QTY SYMBOL DEVICE DESCRIPTION 6 F MANUAL PULL STATION NN MINI MONITOR MODULE 5 N MONITOR MODULE FIRE FIGHTERS PHONE JACK N2 TWO POINT POINT MONITOR MODULE 1 M4 FOUR POINT MONITOR MODULE R RELAY MODULE cR CONTROL RELAY MODULE IN INPUT MODULE m FOUR POINT INPUT/OUTPUT RELAY MODULE IN ISOLATION MODULE - NN NOTIFICATION MODULE Di SYNC MODULE DH DOOR HOLDER FIRE ALARM - SPRINKLER QTY SYMBOL DEVICE DESCRIPTION ® SPRINKLER RISER Q WATER GONG BELL E Fs WATERFLOW SWITCH FIRE FIGHTERS PHONE JACK Ps PRESSURE SWITCH E Ts TAMPER SWITCH FIRE ALARM - FIREMAN'S PHONE QTY SYMBOL DEVICE DESCRIPTION ELEVATOR STATUS RECALL Kim Q FIRE FIGHTERS PHONE Ea CCTV CAMERA WEATHERPROOF [4, FIRE FIGHTERS PHONE JACK IDD [111 FIRE FIGHTERS HANDSET FIRE ALARM - MISCELLANEOUS QTY SYMBOL DEVICE DESCRIPTION KH KITCHEN HOOD - Q JUNCTION BOX 3 CCTV CAMERA WEATHERPROOF BATTERY ACCESS / SECURITY / CAMERA - DEVICES QTY SYMBOL DEVICE DESCRIPTION IC NURSE CALL Iccrvb CCTV CAMERA . CCTV CAMERA WEATHERPROOF ccry vP IDD DOOR BELL 0/ DOOR BUZZER - 0= DOOR CHIME SECURITY ELECTRONIC DOOR OPENER Ek SECURITY ELECTRONIC DOOR STRIKE lc - INTERCOM UNIT NI MASTER INTERCOM & DIRECTORY Er MOTION DETECTOR 0 SECURITY DOOR ALARM MAG LOCK cR SECURITY CARD READER CR VP SECURITY CARD READER WEATHERPROOF scu SECURITY CONTROL UNIT SCP SECURITY DOOR PANEL Dc SECURITY DOOR CONTACTS • SECURITY EXIT PUSH BUTTON K SECURITY KEY PAD - ACCEPTED - 0 Without Comments As Noted in Red ❑ Per The Attached Letter been reviewed by The Tukwila Fire These plans have , zonformance with current City Preve�n>:.on Bureau to errors and standar<ist Acc Pte 2 is subject �` r = authorize violations of adopted andards andico cr"�=.;a-'__�- omissions wThe responsibility for the her adequacy of desg r�,=otally with the desig.after d ons a-I_1Ons to these drawings Additions, c - fence and will datteo Wt's'"�'d-y require a approval. - final for subsequent tesulxnl� c� - _--- -= � - y— -= veld test and inspection by Final accep� �= �= �'"= ` - ,r � R: -'!Vo bureau �"'► TheTu� Date: -1(-5.--18) 6t• TUKWILA FIRE DEPARTMENT Please call 206-5751407 and give this Fire Permit No. and exact address for shut- - clown or restoration tpproval. r attr j-3hitlE FA a�rr,o✓aI.°1,'=I - ccI 4-ro _t d4 r'»:4, rte,;►( tai' e4.Cit I. Cs INA rrl'O� 1 A k./ 4'c44.$ i- Occl,i,qhl../ - DI ;4-4111 rec4t - hgh4t-f L 1461 0 d -ca itcvie.FA Gifw•'f 14.41-""- f tttr 14 /s`'i` PAID CCT 232018 TUKWILA FIRE - 1106 54TH AVE E TACOMA, WA 98424 o C/) COcc N LCL a) _ FI L 2 .s.11, (I) c7 z 0 Z W Q� CL T z Wa CC -- > W Zg =N 1_ PARCEL# 3523049084 ISSUE LOG: DESCRIPTION 1— Lu F - CONSTRUCTION SET DESIGNER: JEF MARQUEZ ISSUE DATE: 12/22/18 PROJECT #: FA18101 SYSTEM: FIRE ALARM SHEET: GENERAL SHEET LEGEND & NOTES FA001 • ( F Fy 04 L) /-0 M4 FS TS P WET RISER TS P1V j TS — TS DCVA - /0 MARKET? READ' th /-0 M M /-0 /-0 MARKET RFADY /-0 _ 1-2 15cd th M -0 J 14 DEVICE LOCATION VIEWS - FIRST LEVEL MARKET READ` /-0 F /-0 Mv- s ` 01 - Of Crt,hs) X 1-3 11 Ocd A EOL SCALE: 1/8" = 1`-0" KEY PLAN 0 z 0 Zw rtco co V1J ELT co z cC O) N CC o CO W ZJ Q — W C U CO DC a. ISSUE LOG: DESCRIPTION z 0 _ WORK AREA S. 180TH ST ANDOVER PARK E KEY PLAN N.T.S. CONSTRUCTION SET DESIGNER: — JEF MARQUEZ ISSUE DATE: 12/22/18 PROJECT #_ FA18101 SYSTEM: FIRE ALARM - SHEET: — DEVICE - - LOCATION VIEWS FA101 WET RISER M4 I F FS TS FIT PIV TS TS DCVA 1-1 _ - 1-2 1-3 15cd 15cd 110cd 054mA IRAD1OI FACPJ 054mA 212mA SCHEDULES & RISER DIAGRAMS EOL DISPLAY OF AN ALARM EVENT AT THE FACP • • 41 • DISPLAY OF A SUPERVISORY EVENT AT THE FACP CC 2 - < - CO _ - T— • Cr) LO CO 1: -J Ili CC - CL ZW CC - - • • E- DISPLAY OF A TROUBLE EVENT AT THE FACP ISSUE LOG: 1 DESCRIPTION 1- z • DISPLAY OF AN ALARM EVENT REMOTE ANNUNCIATOR DATE DISPLAY OF A SUPERVISORY EVENT REMOTE ANNUNCIATOR CONSTRUCTION SET DESIGNER: JEF MARQUEZ ISSUE DATE: 12/22/18 PROJECT #: FA18101 - DISPLAY OF A TROUBLE EVENT REMOTE ANNUNCIATOR FIRE ALARM SHEET: -SCHEDULES RISER & DIAGRAMS _ FA501 TRANSMIT AN ALARM SIGNAL TO THE CENTRAL STATION • • • TRANSMIT A SUPERVISORY SIGNAL TO THE CENTRAL STATION • • • TRANSMIT A TROUBLE SIGNAL TO THE CENTRAL STATION • ACTIVATE ALL AUDIBLE & VISIBLE DEVICES • • • - INITIATE ELEVATOR RECALL TO UPPER LEVEL INITIATE ELEVATOR RECALL TO LOWER LEVEL ILLUMINATE FIREMANS HAT SCHEDULES - SEQUENCE OF OPERATIONS MATRIX 41 CC 2 - < - CO _ - T— 1 II V V V I., I 1 1 1 11 11 % 1.... 1 1 1 1 LA 1 11 1 1 1 1 1 1 1 1 1 WA 981 88 1 1 Cr) LO CO 1: -J Ili CC - CL ZW CC - - E- ISSUE LOG: 1 DESCRIPTION 1- z DATE CONSTRUCTION SET DESIGNER: JEF MARQUEZ ISSUE DATE: 12/22/18 PROJECT #: FA18101 - SYSTEM. FIRE ALARM SHEET: -SCHEDULES RISER & DIAGRAMS _ FA501 CEILING FLOOR IF TOTAL HEIGHT IS LESS THAN 90 MOUNT 6 FROM CEILING NOT LESS THAN 9d AFF NFPA722013 18481 WALL MOUNTED APPLIANCES SHALL HAVE THEIR TOPS ABOVE THE FINISHED FLOORS AT HEIGHTS OF NOT LESS THAN 90 AND BELOW THE FINISHED CEILINGS AT DISTANCES OF NOT LESS THAN 6 A) FIRE ALARM - HORN MOUNTING CEILING FLOOR IF TOTAL HEIGHT IS LESS THAN 90 MOUNT 6 FROM CEILING BUT NOT GREATER THAN 96 AFF NOT LESS THAN 80 AFF NFPA72201318551 WALL MOUNTED APPLIANCES SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80 AND NOT GREATER THAN 96 ABOVE THE FINISHED FLOOR FIRE ALARM - STROBE MOUNTING DMARC LINE LINE 1 1� RJ 31X BLOCK RJ CORD PRIMARY PORT SECONDARY PORT REDYLW �I 1 jl GRN BLK RJ CORD PRIMARY PORT 1 TO PHONES FIRE ALARM CONTROL PANEL \— SECURITY CONTROL PANEL CES FIRE ALARM - PHONE CONNECTION iz J WEATHERPROOF J BOX WITH ELECTRICALLY SUPERVISED COVER TAMPER 1/2 WEATHERPROOF BOX SUPPORT ARLINGTON OR EQUIVALENT 1/2 X 36 RIGID CONDUIT L c WEATHERPROOF 1/2 FLEX CONDUIT 1 OS&Y TAMPER SWITCH �.m 18&24— — 4S J BOX SCHEDULE 40 PVC OR RIGID CONDUIT GROUND LINE SCHEDULE 80 PVC OR RIGID CONDUIT CH) FIRE ALARM - DCVA TAMPER SWITCHES CEILING C FIRE NOT LESS THAN 42 AFF FLOOR NOT MORE THAN 48 AFF NFPA 72 2013 1714 5 THE OPERABLE PART OF A MANUALLY ACTUATED ALARM INITIATING DEVICE SHALL BE NOT LESS THE 42 AND NOT MORE THAN 48 FROM THE FINISHED FLOOR FIRE ALARM - PULL STATION MOUNTING A • WIRE TIE NO STAPLES OR WIRE HANGER CONDUIT FIRE ALARM CONDUCTOR FIRE ALARM - CEILING (F) TO WALL TRANSITION AND OPEN WIRING FIRE ALARM CONTROL PANEL CONDUIT DEDICATED LOCKED CIRCUIT BREAKER DISTRIBUTION PANEL I) FIRE ALARM - POWER DISCONNECT NO LESS THAN 4 NO MORE THAN 12 NO LESS THAN 4 CEILING FLOOR NFPA722013 1763131 DETECTORS SHALL BE LOCATED ON THE CEILING NOT LESS THAN 4 FROM THE SIDEWALL OR ON THE SIDEWALLS BETWEEN 4 AND 12 FROM THE CEILING FLOOR NFPA722013 A17741 DETECTORS SHALL NOT BE LOCATED IN DIRECT AIRFLOW OR CLOSER THAN 36 FROM AN AIR SUPPLY DIFFUSER OR RETURN AIR OPENING ('- 1 FIRE ALARM - SMOKE & HEAT MOUNTING OTCTAGON JUNCTION BOX OR SQUARE JUNCTION BOX CGS FIRE ALARM - DROP CEILING & J BOX FDC • DRAIN OUTLET 1/2 FLEX CONDUIT LCOVER rill 1/2 FLEX CONDUIT e WALL ■ WATERFLOW SWITCH SPRINKLER RISER CHECK VALVE 4TAMPER SWITCH N Poi OS&Y CONTROL VALVE - r \ FIRE ALARM - OS&Y TAMPER GATE VALVE get* ,,,44.....10 eT ..LL 11110 1 1233 ANDOVER PARK E TU KWI LA, WA 98188 PARCEL# 3523049084 Er Z O W D (0Q 07 Z O 1= a.. E 0 w W 0 Z 1- p CONSTRUCTION SET - DESIGNER JEF MARQUEZ ISSUE DATE 12/22/18 PROJECT # FA18101 SYSTEM FIRE ALARM SHEET PRODUCT - TYPICALS FA18101 LATERN LANDING SIEMENS FC901-U3 FACP Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage Current Load 1 Standby_ - Alarm 0 320 0 698 23 302 Device Type Quantity Amps Total Amps Total Main System Board 1 0 17800 0 1780 0 20300 0 2550 NAC 1 - 0 0 00000 0 0000 0 32000 0 0000 NAC 2 0 0 00000 0 0000 0 00000 0 0000 OP921 1 0 00025 0 0003 0 00041 0 0004 FDCI0422 - 1 0 00100 0 0010 0 00100 0 0010 HTRI-D 5 0 00100 0 0050 0 00100 0 0050 - Total Panel Loads - 0 184 Amps 0 261 Amps Standby Current Load 0 184 Amps For 24 Hours = 4 422 Amp -hours - Alarm Current Load 0 261 Amps For 5 Minutes= 0 022 Amp -hours 20% Derating= 5 333 Amp -hours Total System Current Load 5 333 Amp -hours Battery Pair to be Used 12VDC Amp -hours 8 Voltage Drop Chart FA18101 LANTERN LANDING Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FACP 1 NEW DEVICES 866 0 320 0 698 23 302 POWER CALCULATIONS PARCEL# 3523049084 ISSUE LOG DESCRIPTION F - z w 1- 0 CONSTRUCTION SET DESIGNER JEF MARQUEZ ISSUE DATE 12/22/18 PROJECT #_ FA18101 SYSTEM - FIRE ALARM - SHEET_ - POWER - - CALCULATIONS FA801 SIEMENS Data Sheet Fire Safety & Security Products Intelligent Peripheral Devices Quad Interface Module (4 -Input / 4 -Output) Model FDCI0422 ARCHITECT AND ENGINEER SPECIFICATIONS • Four (4) inputs /four (4) outputs via one (1) address • Supports 'CJassA'and 'ClassEl' input -circuit wiring • Input fines can be supervised for open, short and ground -fault conditions • Light -emitting diode (LED) display of input 1 output status • Polarity insensitive with SureWir&' technology • Microprocessor -controlled signal evaluation • Two -wire installation • Power supply via FDnet module • Communication via FDnet • Individual addressing • Mounts in one (1) electrical back box • Optional 4 -inch and 5 -inch square back boxes • Four (4) relay outputs sSara- • Electronic address programming is easy and dependable If" • Easy front-end access to programming port and wiring terminals • Model DPU programs and verifies address of the device, as well as performs test functionality • Restriction of Hazardous Substances (RoHS compliant) • ouL 864 9- Edition Listed, €ULC Listed; FM, CSFM and NYC Fire Department Approved Product Overview The four (4) input I four (4) output interface module (Model FDCI0422) from Siemens- Fire Safety is designed to provide the means of interfacing direct shorting devices to the DesigoTM Fire SafetyBre-alarm control panels (FACPs). Model F000422, which contains microcomputer -chip (SureWire) technology and is polarity insensitive, achieves the state of an intelligent device through its highly advanced method of address programming and supervision - combined with its sophisticated, bi- directional FACP communication. The relays and contact device inputs for Model F000422 are controlled at the same address. For the FACP, the relays and input contacts can be controlled as a separate function. The relay is typically used where control or shunting of extemal equipment is required. Model FDQ0422 is designed to monitor Normally Open (N.0) or Normally Closed (N.C) dry contacts. Each interface module reports the status of the (N.0) or (N.C) contacts to the FACP. SIEMENS Industry, Inc. Building Technologies Division Specifications Model F000422 is used for the connection of up to two (2) independent'Class A' or four (4) independent 'Class 8." dry and N.O configurable contacts. Input lines can be supervised for open, short and ground -fault conditions (depending on end -of -line [EOLj termination resistor and dass configuration). Inputs can be independendy configured, via the FACP, for Alarm, Trouble, Supervisory or Status zones. ModelFD00422 has four (4) programmable outputs with four (4) potential free -latching -type 'Form A' (dry) relay contacts for fire -control installations. The panel's FDnet provides supervised, power -limited power supply for Model F000422. The four (4) input / (4) output interface module provides status indication per LED for each input 1 output. plus one (1) LED for general device status. Also induded with Model F000422 are four (4) EOL devices (470 ohms), as well as three (3) separators to separate power -limited wiring from non -power -limited wiring. Quad Interface Module 6155 Specifications - (continued) The following electrical mountiri§ boxes can be used: ♦ 4 -x -11116 -inch bad, box 14 -x -11(16 -inch extension ring Note: Optional 5' bad, base are available EAfilusieelY via Rand Industries, Inc Model FDQ0422 has a multicoloY LED that flashes GREEN when operating in'normer (standby) condition; AMER if unit is in a rouble event. and RED to indicate a change of event status. Model FD00422, which is fitted with screw terminals for connection to an addressable circuit, is fully compatible on the same circuits with all intelligent Siemens Model If -- series detectors; Model 11M5 -series addressable manual stations, or any other addressable intelligent modules, such as Model HZM or Model HCP. Model DPU Model FD00422 is compatible with the Siemens field - device programmer 1 test unit (Model DPU), which is a compact, portable, menu -driven accessory for electronically programming and testing Model FDCI0422 easily and reliably. Model DPU eliminates the need for cumbersome. unreliable mechanical programming methods -such as dials or rotary switches -and reduces installation and service costs by electronically programming and testing Model FOC10422 prior to installation (via the interface's microcomputer -chip, non-volatile memory). For proper operation of Model DPU, the technician selects the accessory's program mode, and enters the desired address. In tum, Model DPU automatically sets and verifies the address. as well as tests testing Model F000422. When in the lest mode, Model DPU will perform a series of diagnostic tests without altering the address or other stored data, allowing technicians to determine if testing Model FD00422 is operating properly. Model DPU operates on AC power or rechargeable batteries, providing flexibility and convenience in programming and testing equipment from practically any location. Further, vibration, corrosion and other conditions that deteriorate mechanical -addressing mechanisms are no longer a cause for concern. SIEMENS Industry, Inc. Building Technologies Division Electrical Ratings 7 Voltage Rating: ;t 12voc-32VDC Maximum Voltage:j - " (FOnet modules) ;- --' `- 335Dc Operating current:__;'_: s -{quiescent) ; -• 14..r 1 m Peak Current:' -4 - 1.92rn& max. Supervised switch ratings - Monitoring Voltage: i- 3VDC Cable -length input ., -1 200 feet (61 metes), max. Input-shie)dingcable-i` =i:.1 length range: .,"> 0' 3011-2005 (9.14m -61m) f ,-§ C line -to -line- - --t o.oz id. max. t C line-to-shie)d: ' , 0.04 pi. max. i' =csi. Line Sizes :.' =-' American Wire Gauge (AWG) 14 AWG, max: 18 AWG, min. Technical Data - Communication - b.-= Protocot 35.E- - FDnet (supervisedsignaling-tine circuit, power limited) ;AI Storage iia..... - emperature Range: -22'-+140°F (-30'-+60'0 >. 41, Operating . =-:- : emperature Range: 32° -120 °F (0'-49'C) '-' Relative' Humidity; 5-85% (nor' freezing and condensing at low temperature) gpp P ,-It : Colort -' Carrier: -RAL 9017 Cage Cover. Transparent Cage: '--- -RAL 9017 P iii,: E 2.' 8 ca- t A '- X i'-' E a S Faceplate:= White Dimensions: CWS-' H-x"DF 4'-x-4.7-x-1.2- n2 on. -a-12 sm. v-3.1 an) ' Weight:' " 3 Lbs. (1.12 kgs.) _ VOlume:' (cage andcamer) 11.7 inch' Relays' Output ' Ratings -'.,,-.- _ - --` - Normally Open (N.0) or, i,,1 ,J.:.,- Normallyttosed (N.C?, ` _: -:--u«' Dry Contacts-t-)nt Ore )output output output )" 4 -S Omni Amwax. •.7-o.7 Awps et. sem Ames 3a vDc. RsistiYe Ambient Tempi 77 F (25 C) Ti- 413 Amp wax. er2-w4 Amps er1-x-s Amps 30 VDC. resistive Ambient Temp_ 100' F (38° 0 L -4-s2 ,Asp wax. a-x-f5w1-x-3 Awes - Amp 30 VDC, resistive or inductive (0.35PF) Ambient Temp: 120' F (49.C) Note: Refer to Instai(at on Operation Manual (OM: A6V10324662) for further details. Mounting Diagram - Model FDCI0422 Control -Module (Supplied) Barrier - 4'k -INCH SQUARE BOX 2 -h -INCHES DEEP (42 in') FACEPLATE 5'A INCHES (SUPPLIED) - 5 -INCH SQUARE BOX with 4% -INCH ADAPTER PLATE 4% -INCH EXTENSION RING 2.875 INCHES DEEP (67 In') 14 -INCHES DEEP (29.5 in') Model Number FC2005 FC2025 FC2050 Compatible FACPs Data Sheet - Number Descriptiof 4 6813 50 -point panel 6815 252 -point system (networkable) 6815 504 -point system (networkable) Details for Ordering R- Model :1 i Number Part - Number ili- ----'-'7----'-'4'"° yt, Description F0C10422 554322 -F4 -A1 Four (4) Input l Four (4) Output Interface Module FDCIO-EOL 554312 -F7 -A1 End -of -Line (EOL) Resistor (1000-.1%15 W) 113-001 554322 -F4 -A2 T8 - EOL Terminal Optional Accessories (available via Randl Industries, Inc.) ; Part : 4 Number' _-"--= " Description _ , "1u - . i? --` - M-411000 4-ifin-inch adapter plate Single theft 7 oz 155017 5 -inch back box In e-cA u_, T55018 5 -inch back box HTRI-0 500-033360 155019 5 -inch back Sox 2 SIEMENS Industry, Inc_ Building Technologies Division Notice: This marketing data sheet is not intended to be used for system design or installation purposes. For the most up-to-date information, refer to each product's installation instructions. SIEMENS Industry, Inc. Building Technologies Division Fire Safety 8 Fwnwood Reed Florham Park. NJ 07932 Tet (973)593-2800 FAX: (908) 547-6877 URL www um Stemens.conlFire pars) Mated in U.SA. Fes Sably 2 Kerniew Boulevard Brampton. Ontario ter 5E4 Canada Tel. (905) 799-9937 FAX (905)798-9658 February 2013 twwwr Axe err 11/2.1- IN.. ranIN.. SIEMENS Catalog Sheet Fire Safety & Security Products FireFinder XLS and FS -250 Panels HTRI Series Interface Modules Models HTRI-D, HTRI-R and HTRI-S ARCHITECT AND ENGINEER SPECIFICATIONS • Interfacing and supervising normally open (NO) or normally closed (NC) contacts • Integral SPDT relay on Model FiTRI-R (up to 4 amps) • Dual input on Model HTRI-D, using a single address • Polarity insensitive with SureWireTm technology • Multi -color light -emitting diode (LED) indicates status [green /amber/ red) • Easy front access to programming port and wiring terminals • Mounts 4 -inch square, 2 -%•-deep box (or double -gang box) • Dynamic supervision • Comes with 5 -x -V faceplate • Two -wire operation • Model DPU programs and verifies address of the device and tests for proper functionality • Electronic address programming is easy and dependable • 4DUL Listed &OULC Listed; FM, CSFM and NYMEA Approved Product Overview The Siemens Industry, Inc. -Fire Safety HTRI Series Intelligent interface modules are designed to provide the means of interfacing direct shorting devices to the FireFinder XLS and FS -250 Fire Alarm Control Panel loop circuit. The HTRI Series modules provide the most advanced method of address programming and supervision on the market -combined with sophisticated control panel communication. Each HTRI Series interface module incorporates a microcomputer chip. The HTRI Series microcomputer chip technology and its sophisticated bi-directional communication capabilities with the control panel, achieve the state of an 'intelligent device. - Specifications The HTRI Series intelligent interface modules are available in three (3) models. Models HTRI-S and HTRI-R are designed to monitor a (NO) or (NC) dry SIEMENS Industry, Inc. Building Technologies Division The interface module reports the status of the (NO) or (NC) contact to the control panel. Model HTRI-S can only monitor and report the status of the contact. while Model HTRI-R incorporates an addressable Form C relay. The Model HTRI-R relay and contact device input are controlled at the same address. For the control panel system, the relay and input contact can be controlled as a separate function. The relay is typically used where control or shunting of external equipment is required. The Model HTRI-D is a dual -input module that is designed to supervise and monitor two (2) sets of dry contacts. Model HTRI-D only requires one (1) - address, but responds independently to each input. Model HTRI-D is ideal for monitoring a water -flow switch and its respective valve tamper switch. Model HTRI has a multi -color LED that flashes 'green' when operating in normal; 'amber' if unit is in trouble condition, and 'red' to indicate a change of state. FireFinder XLS and F5-250 Panels 6304 Specifications (continued) Model HTRI-0 flashes twice - once for each address, and Model HTRI-R LED indicates a change of state in the relay. The device's microcomputer chip has the capacity of storing, in memory, - identification information; as well as important operating -status information. Siemens Industry, - Fire Safety innovative technology allows all HTRI Series intelligent interface modules to be programmed by using the Device Programming I Test Unit. Model DPU is a compact, portable and menu -driven accessory that makes programming and testing an interface device faster, easier and more dependable than previous methods. Model DPU eliminates the need for mechanical addressing mechanisms, such as: program jumpers, DIP switches or rotary dials, since Model DPU electronically sets the HTRI Series interface address into the interface microcomputer -chip non-volatile memory. Vibration, corrosion and other conditions that deteriorate mechanical addressing mechanisms are no longer a cause for The HTRI Series is fitted with screw terminals for connection to an addressable circuit. The HTRI Series is fully compatible on the same FireFinder XLS and FS -250 circuits with all intelligent H - Series detectors, HMS Series addressable manual stations, or any other addressable intelligent modules, such as Model HZM or Model HCP.. All HTRI Series intelligent interface modules are sUl_ listed. Environmental operating conditions for all HTRI Series modules are 32°F (°C) to 120°F (49°C) with a relative humidity of no greater than 93%, non -condensing. Electrical Ratings Current Draw (ACtive or Standby) Model HTRI-R Relay Ratings Resistive: 4 Amps, 125 VAC 4 Amps, 30 VOC Mounting Diagram Models HTRI-S, HTRI-D and HTRI-R mount directly into a 4 -inch square, 2 %-deep box or a double -gang box (user supplied). A 5 -inch square, off-white faceplate is included with each HTRI Series module. MOUNTING SLOTS FOR 4 -INCH SWITCHBOX MOUNTING SLOTS FOR DOUBLEGANG SWITCHBOX Details for Ordering MODULE MOUNTING HOLES FOR Model Number Part Number Description Shipping Wet. Lb. Kg. MATS 500-033370 Single theft 7 oz 2 _ In e-cA u_, HTRI-0 500-033360 Dual Input 7 oz. 2 Notice: This marketing catalog sheet is not intended to be used for system design or installation purposes. For the most up-to-date information. refer to each product's installation instructions. SIEMENS Industry, Inc_ Building Technologies Division Fire Safety Florham Park, NJ 07932 Tel: (973)593-2600 FAX: (908) 547-6877 Fre Safely Brampton, Ontario • L6T 5E4 / Canada Tel: (905)799-9937 FAX: (905) 799-9858 %parr. mew demi INN SYSTEM SENSOR' Indoor Selectable - Output Horns, Strobes, and Horn Strobes for Wall Applications System Sensor L -Series audible visible notification products are rich with features guaranteed to cut installation times and maximize profits with lower current draw and modem aesthetics. Features • Upeatec Modern Aes(netics • Small p ode devices for Nems and lion Svobes • Plug-in design with minimal intrimen into the bade box • Tamps-resistarl construction • A:6anatc selection of 12- or 24 -volt operation a 15 and 30 candela • Feld -selectable candela 5ettnge on wall unite: 15. 30, 75.95. 110, 135, and 185 • Hom rated at 88e dBA a 16 vats • Rotary switch for nom tone and two weave selections • Moua,Org plate to all standard and eS carpact upon soma • Moabrg pate shoring sprirg checks Wking Pardir ety before device installauon • Eieclnca9y Compatible wan legacy SpecLAlen and SpedAiert Advance devices • Compatible with MOL3 sync module • (.!Sled for wall mounting ordy Agency Listings aOaALIM O USTEO stria able 5:3111 +nab L•.�.xt 6717 naeussh n14 KdLL'41 Th. System Sensor L-Ssr4es deers the most versatile and easy -twee fined horns, strobes. aro tan strobes 8, the indusvy wait laver assent draws and modern aesthetics Wait w1Lte and red plastic housings. standard and impact devices. ak plain, FIRE and FUEGO-pnnted devices. System Sensor L -Seneca can meet virtually any applicator. requirement. The LSeriies Ire of wall -mount horns. strobes. and horn strobes inckaie a variety of Ieatwes that mosses Clair applcaticn versatday whim simplifying installaLon. All devices feature plugsi designs with mnw•sal irmu len i.0 the back box- making nslaaatims last and to .prod while virtually elennatsg Pasty and tare Consuming ground lads_ To father emptily installation and protea devices ban co sUtabo. damage. the LSeres idiom a universal mounting prate for all models *.lh an onboard shoring spra4J, so irstalers min test wi'e.g continuity before die device is asteaedt Installers car also easily adapt devices 103 a ail a was rage of application requirements wag field -selectable candela settxgs automatic sselec:aon of 12- a 24 -volt operation, and a roomy switch for horn tin es with two volume selections. L -Series Specifications ions - General LSeees standard home, strobes. and horn strobes area mount to a standard 2 x 4 x /5--esch back pox, 4 x 4 x l rt-neh pack bOx, finch Wagon back box. or double -gang back boe L -Series Oornowt products snail mart ?o a single -gang 2 x 4 x VAHrigh back bask A universal mounting plate shall be used for marring ce;5 g and wan p.od urs for ail standard models and a separate universal moul(mg plate 'Mae be used for mounting wan compact models. The notification apdiannce circuit wring shad terminate at the unwersal mmal(ag plate. Also, L -Series products. when used with Be Sync•Ctrourt- Modie accessory snap be powered from a nus -coded nok?cakon appliance circuit output and shall operate an a nominal 12 a 24 volts. When used with the Sync•Cicuit Module. 12 -von -rated notification appliance craft outputs WWI operate between 8.5 and 175 volts: 24 -lab -rated rotkreafion apptwlce cruet outputs shall operate between 16.5 and 33 wits Woof 1-88683 products shell operate between 32 and 120 degrees Fahrenrleit from a regulated DC a full -wave rectified ulfltered power supply. Strobes and hain strobes sate Iwve fieldedectable modeta settings ncka]rg 15.30.75, 95, 110.135, and 185. Strobe The strobe shah be a System Sensor 1 -Series Model Isteo tole_ 1971 and shall be approved la fire protective service The strobe evil' be weed as a p.i'sry-txgveng 008k -elan aePharce and comply wait Ole Americans will Orsab9lbes Act requirements for visible signaling apdra zes, Pasting al 1 Hz over the strobes entire operating voltage range The strobe light shah consist of axonal clash lube and associated lens/reflector system. Horn Strobe Combination The hom strobe snail be a System Sensor LSenes Model _ listed 0 UL 1971 and UL 464 and stall be approved for Ire protective service. The lam shobe shalt be weed as a prihwry-signaling rolcicalon appliance and carvrty with the Americans with Disabilities Act recpierlemy la deb* sigrwlirlg applia.ces, fleshing al 1 Hz over the strobe's entire wading voltage range. The strobe light shall insist at a xenon flash tube and associated lens/reflector system. The hem Melt have two audbiy options and en option to switch between* 3anpo0 thee patrem and a nar1Oen.Pora1 (continuous) patten Those options arose by a mlibple poeiticn setae The bpm an horn strobe models shall operate an a coded a non -coded power supply. • mock. halln Modals •Cirtua model MDL3 listed o UL 464 and shall be approved for fie protective service. The nodule The moms shall to a System rapes Svro atm synchronize SpectrAlert 9rODe5 at 1 Hz and h0fra at temporal 8ree. Also, while operating the strobes, Bre modkie shall 68BnCe the limns on tons strobe models aver a single pair of wires. The module shall mount to a 411/16 x 411/16 a 2V8-kn:h back box The nnoJe shall also control two Style Y (class B) circus a one Style Z (class A) kraut The module shell synchronize multiple zones. Daisy matting two or mos synchronization rndkaes together we synchronize at the zones they Caroti The mg./kite shag not ope3e on a cooed power supply. PhysicatiEl.eakeal speeRn:anons: Standard Operating Temperature Humidity Range 32'F to 120'F (0°C o 49`C) 10 to 93% non -condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC or regulated 24 DC/FWR'a Operating Voltage Range Operating Voltage Range M1313 Sync Module 8.5 * 175 V (12 0 nominal) a 16.5 033 V (24 V nominal) Input Terminal Wire Gauge 1210 18 AWG Wall -Moran Dimensions (including lets) 561_ x 4.7- W x 191-3 (143 ren L x 119 mm W x 49 mm D) Compact Welt.Mount Dimensions (including lens) 5.26'1n346- W x 1.91' 0 (133 mm L x 88 mm W x 49 mm D) Hom Dimensions 5.6-Lx4.7-W x125 -D(1143 mmLx 119 rmmWx 32mmD) Compact Horn Dimensions 5.26' L x 3 45' W x 1.25'13 (133mm L 3 88xrvrr W 3 33030 D) 1. Full Wave Rectified (FWR) voltage is a non-regulated. time -varying power source that is used on sane power supply and panne outputs. 2. Strobe products wel comae at 120 r.orwlal only for 15 W and 30 cd 8 to 17 5 V (12 V nominal) or 16 to 33 V (24 V nominal) UL Current Draw Data UL Unit Stn.beCturrent Drew MIA RMS)sx;er r Candela Range Candela 15 30 8-17.5 Volta 16-33 Volts DC DC FWR lfF.Mex. Hohn Current 8 88 43 60 143 63 83 75 95 110 135 185 N/A NIA N/A N/A WA 107 121 148 172 222 136 155 179 209 257 Sound Pattern Temporal Temporal dB High Low Nm -Temporal High 43 Nal -Temporal Low 29 3.1 KHz Tempora High 39 3 1 51-12 Temporal Low 29 a1 KHz Non•Temporai High 42 3.1 KHz Non-Temporei Low 28 High 43 42 8-17.5 Volts 16-33 Volts 00 39 28 DC FWR 44 54 32 54 Coded 31 KHz Coded High 47 54 32 54 41 51 32 54 43 54 29 54 47 54 43 -54 UL Max. Cummt Draw (mA RMS), 2-W7te Horn Stroke, Candela Range (18-119 cd) DC Input Temporal High Temporal Lav Non -Temporal High NonTerpctal Low 3.1K Temporal High 3 1K Temporal Lcw 3.1K Non -Temporal High 3.1K Non -Temporal Low 8-125 Wits 16-33 Volts FWR Input 15cd Stied 96 158 93 154 106 166 93 156 93 156 91 154 99 162 93 156 16-33 Volts 15Cd 54 44 73 51 53 45 69 52 3Ocd 75cd 74 121 6s 111 94 139 71 119 73 119 66 112 90 135 72 119 95cd 142 133 160 139 140 133 157 138 110cd 162 157 182 162 164 160 175 162 135cd 196 184 2211 191 190 185 206 192 185cd 245 235 262 239 242 235 261 242 1506 3004 75cd 95cd 110dd 135cd 185dd Temporal Hgh 83 107 Temporal Low e8 91 Non -Temporal High 111 135 Non-Tempalal Lav 79 104 3 1K Temporal High 81 105 3.1K Temporal Low 68 90 3.1 K Non -Temporal Hgt1 104 131 3.1K Non -Temporal Low 77 102 156 145 185 157 155 145 177 156 177 165 207 175 177 166 204 177 198 185 230 197 196 186 230 199 234 223 264 235 234 272 264 234 287 271 316 283 284 276 326 291 Hom Tones and Sound Output Data Hom and Nom Strobe Output (d84) --. Switch Position Sound Pattern 1 Temporal 2 Temporal 3 NbrsTe nporal 4 Non -Temporal 5 3.1 KHz Temporal 3.1 KHz Temporal 3.1 KHz Non -Temporal 3.1 KHz Nm -Temporal 6 7 6 9' 10' dB Hgn Low High Low Hwa Low High Low Coded High a1 KHz Coded High Seeings 9 and 10 ore not available on 6* 2wxe horn mobs._ 8-175 Vols DC 84 75 85 76 83 76 84 77 85 84 16-33 Volts DC 89 83 90 84 88 82 89 83 90 89 FWR 89 83 90 84 88 B2 89 83 90 89 L -Series Dimensions ^a.,46 _. 5.67 f 1.25 1.91 Compact Strobe / Nom Strobe t 4.70 E 1a Strobe! Horn Strobe L -Series Ordering Information 1.91 125 Wall Horn Strobes Compact Horn Horn 1.25 125 tLlodei� ' oesc1ipuctl Homs P213L 2 -Wire, Hom Spobe, Red HRL Horn, Red PAM_ 2-Wne. torn 5600e. White HNA_ Han WRrte P2GRL 2 -Wire. Compact Han Semae. Red 4IGRL Corroact Horn Red 1.20553, 2 -Wire, Compact Horn Strobe. Whore HGV5L Compact Han. White P2RL-P 2 -tine. Horn Strobe. Red, Plain. Accessories P2WL-P 2-I/Are, Hom Strobe, White, Plan TR -2 Universal Wall TEM Ring Red P2RL-SP 2 -Wee, tam Strobe, Red. FUE00 TR -2W Universal Wet Rim Ring White P2WL-SP 2 -Wee, Horn Strobe. White, FUEGO SBBRL Wall Surface Mount Back Box. Red Wall Strobes SBBWL Wa8 Surface Mount Back Box. White SRL Strobe, Red S66Gf1 Compact Wall Surface Mout Back Box. Red SWL Strobe. White SBBGWL Compact Wall Surface Mount Back Bax, White SGRL Compact Strobe. Ped SGWL Compact Strobe, White SRL-P Strobe. Red. Plain SWL-P Strobe, White. Part SRL-SP Stvbe. Red. FUEGO SWL-CLR-ALERT Strobe. White, ALERT Notes: N -P models have a plan tursiEg (ra 'FIRE' nra'kng a' eo.0 NEP models PENS - UEGO' 0045)15 mower AI -ALERT models have -ALEFT' markig as Cover 6Th, SYSTEM SENSOR' 3825 Oho Avenue • St. Ctwrea, 8 60174 Phone 800-SENSOR2 • Fax: 630-377-6495 ww1.sester selSadam .ir.•'res4.c rmwentar••op, •'wv.•we mvwseXtme • -'sic wo-�,..'d9teYY.•v.4 dew fa•_ .waFl.a•GEY SYSTEM SENSOR' Selectable Output Horns, Strobes, and Horn/Strobes SpecttAlerfAdvance selectable -output horns, strobes, and horriistrobes ore rich with features guaranteed to cut installation times and maximize profits. The SpsctrAl.rt Advance swiss of notification app=iances is designed to simplify installations with features such as pilo in designs, instant feedback messages to ensure correct installation of indivx)ual devices and I 1 raid -selectable candela setting tor wall and celing strobes and horn/strobes. When installing Advance products, first attach a universal mounting plate to a hxr-inch spore, fota-irJ' octagon or double -gang junction box. The two -wire mounting pare attaches to a single -gang junction box Neto, connect the notification appliance circuit using to the SEMS termnalson the mounting plate Rnaly, attach the fhon., strobe or ham/strobe to the mounting plate - by Ins.•rdrxg the product's tabs in rhe mounting plates groove's. The device we rotate into position, kxkin o the product's pns into the mounting plates terminal The device will temporarily hold In place with a catch until his secured with a captured mounting screac The SpectrAlert Advance series includes outdoor nortfzation appliances Outdoor strobes and ho /strobes (two wire and four wire) are available for wall or Ceiling. Outdoor home are available for wall only. All System Sensor outdoor produce are rated between MIELE 40 degrees Fahrenheit and 151 decrees FahreVeirt at wet or dry applications SPECTF4 tert A Q V A rV C E Features • Eleancaiy compatible with fasting SpectrAiert products • Automate selection 0(12- a 24 -volt operation at 15 and 15/75 candela • Phig-a. design • Red selectable candela settings on wall and ceiling units 15.15/75. 30- 75,95,110,115 135.150.17?, •185 • Sarre mount plate for wail -and ceiling -mom tants • Shorting spring on mounting plate for continuity check before installation • Tamper resistant construction -Outdoor wan and ceiling p.oduza rated from -40T to 151'F • Design alows minimal Intrusion into the back bon • Horn rated at 88+dbA at 16 volts • Rotary switch for hon tore and three volume selections • Outdoor products 11 fined to UL 1638 (strobe) and UL 464 (horn) outdoor requirements • Outdoor products rainproof per UL 50 (NEMA 381 • Compatible wrth Mix sync module Agency Listings MEA approved xartio.e SpectrAlert Advance Specifications AmchiteeriEtgkkeer Spedacdoes General SpeclrAiet Advale horns. soebes ora hornv's5cxs Shat moueoasaoad 4x4 is 1y' irjt tea tee4ildh oaagi. bid bas orezeble-gang Lot bee Two -wire products shah aho mount toe -singe -gang 2 -x435'/. -rich bad bkm. A a %weal momenta plate shall be used for mounting ceiling and wax products The 1n._irr44xe acpkancedruaw.ng e. tleneivae at the rali1e1ameaa4ng diate. esti SpectrAlert MAance pod:as...L+n used el. the Syx{nnia Mocr7e aco..sser t 1hial be 8oawee Su s arm -coded notification app;xxe &cutoutpu and snarl operate on a nominal 12 a 24 wits When used with the SyncLxnit Modui t.17.ak road rotecanm app'a38 eica4a imas shall °wee between rine arsd 175 volts 24x5 rated notepads: ds: appearadrsit output shall operdebetween 17 and 33 sofa. Indao5pecv3ertAdence trades shall operate belwees 32 and 120 degrees Fahrenheit from a regulated 0,2. or hawse reacted r+aered paver supp4y Strobes and hanisatbe: stat have bad-seelecable candela settings including 15,15/75.38 5, 95J10, 115- 135,154177.185 - Strobe The motes/1M be a System Sensor Spear/des Advance Model asci ofa. 1971 a ei supe bea0 coed Far fire lxotect'.Sse oelhewobe shi*be wired as a p'nmry-ssgnaing nodralion appliance and corms/ wth ie Americans wwn 063919es Aa regwrernnln favisible s,gvplg appliances; 6ashanga m¢aer dew esemkeoperating voltage rageThewobebole shoe crest delwv Sods new andaurrale8 le rrellearr sysmes Hem/Strobe Combination The horn/glebe situs be a System Seam t&same Model bred to(11971 adUL464and shoe beacpro.edbfee prosecdw sesice_ The hoots:robe mat be wired as a prvsmrrsigla9ng nos -Arson appliassaand comply win the American. with Olsabeiees Act wgo.emenm fa visible simaary axiom.. flashing a 110 ore de strobes sake operating 1 deons. The mote 8910 dial -consist de mom Rehm. ard arodated brs5Aefkcmrweens- The horn shall rave three ektbeyo tiau and an wain to switch between a tempora thee -pattern and aan-tarssporai (c ntinuea) patte .lheseoptidm are set tea muitme eosin. weds On be-wie p.at do. he sew s5ai be pawned 'ndepeden-+ydehesvu eclletxm on bowseole models shag operate en a coded onomooded power explse Outdoor Pe:ducts saiecer1etAdvance outdoor hones, sedbesad bo5strc6n 5504 be fisted ear enamor nae by:Land std operee betvvc•r. mires 40 degrees and 151 degrees Fah,erdle6_The products stall be lend a wewah a System Sensor oudauMeadeeniof back box with hay each and tsvee4arde std: candfx entries Syndxanizatlon Module The module shah 6e a System Sensor S9ncCeeue model MCL kink to 18-464 and shat be appaed a he protect. service The mod,,M stmt SpdVOI0 28 SpecEXEn strobes at nlzand harm at tesnpaal Spee Alex whole operating thestroaithe module Shag dente thehons onbamhtrcbe SSe deiowea 00gie pair wiraThemak. soma moue as a 9;9.x4•.•xPleatch back boa The moiler Sha= abocmad two Stylet(drag; dcits atxe Style (class A)c5004.71w module shall syndvoniae MOVIE zones. Dahydwirig rive mote 9/m11rd.tratim Srnduk5 together wil siodeonue all the zones they control De nook VIM rosea'acoded ^_ave emcee Meshed/ft'Mice Seeder time--=••y� Standard Operating Temperature K Series Operating Temperature Humidity Range 3241o120'F (at 1049'G1 -40'Fo1514(-40C to WO 10 to93%ran-cade.ri 9 Rdooe pmo•.xts) Strobe Flash Rin 1 Bads per secdrd Nominal Voltage Regulated 120C4W8 a regulated 24Es9V,M, OperaHn9Voltage Ramge7 Input terminal wire gauge 8 to 175 V i '-ynarnrsd) or 160 330124 ratena1 12th 18 AWG Ceiling mount dimensions (inducting lens' 6.8"-damee x 25 - high (173 mm oateter x 64 mm I:ghl Wan mount dmenSiom rndudmg kens) 5.61,44.7'W x251)(142 mm L x119 nm W x 64. mm Ol Hom dimensions 561x4.7Vio r30(142mmLx 119manWx 35mm D) Wal -mount back bar skin dimessiom (885-2, 885W-21 5.91 x 5.0W x 2.-n (151 mm L x 128 mm W x 56 mm D) Ceiling-mountbaabox skirt dimensions (BBSC-L885CW-2) 71 -.fes- metex225-h'gt1(180mm dmmrete1 x 57nmm tight WaH.mount weatherproofback box dimensions (SA W88) 5.71x5.1 Wx 2013 (145 nen Lx 130mmWx Si mm01 Ceiling -mount weatherproof back box dnemioos (SA-ri813C1 7:1-diarneter a 2L-h8111130nen aerate * 51 rzm b1hl Notes` 1. Full Wave emceed (RVI(village is a nowegialed,tirrewyig WAVE saw -e that a used arson Power 3wpp' ore pond masa, ].RS,PGand SCwisdom we operate al2V milt only for 15 and15175 c3 PRODUCT DATA SHEETS UL Current Draw Data Lk. ManiStrobeClnrat0 aw(mA RMSf-r"• '»x -,.f- -.. ,Y- ,s:.. 8-175 Vohs 16-33 Volts Candela DC FWR DC FWR Standard Candela Rings 15' 123 128 66 71 15.75' 142 148 77, 81 Sound Pattern Temporal Temporal 3CA NA NA 94 96 Temporal X. NA NA 158 153 t4er-tempo--ra Hign. 95' 110 115 135 NA NA NA NA NA NA NA 181 202 - 210 228 1/6 Nan -tempo al 195 Nanterp0.8 205 Coded 207 Coded Candela Range 150 NA NA. 246 220 Coded d8 High Medurn Lav Hgh Medi . Low Hgh Medan Low 8-175 Volts 16-33 Volts DC FWR DC 57 55 69 44 49 53 38 44 57 56 FWR 75 69 44 48 69 75 42 41 57 44 50 44 55 51 46 to 69 56 52 69 50 75 es 50 177 NA NA 281 251 595 NA NA 286 758 tit M.oCurrent (Mrs Ona AMU 2-wireOrnM reb8SeandardCuutd8NRange{15-115ad)=':.- "�' DC hspet Temporal Hgh Temporal Medan Temporal LOW No rtencoal Hrh tains pool Medium Non-temport Lav FWR Input 8-17.5 Volts 16-33 Vohs 15 15175 137 147 132 144 132 143 141 152 133 145 131 144 15 1575 79 90 68 66 77 91 75 58 100 M 30 107 97 93 "5 102 96 75 176 157 154 176 163 156 95 194 182 179 201 187 182 110 12201 212- 201 196 221 207 '.501 115 18210 218- 219 207 229 216 210 Temporal High Tewrsxal Meaurn Tempo. Low Nomtcmpoal Figh Non -temporal Mum tow 136 129 129 142 134 132 155 152 151 I6l 155 154 88 73 76 03 35 90 97 88 86 112 95 92 712 103 101 126 119 ins 168 160 160 181 166 161 190 184 184 203 189 184 2'0 202 194 221 208 222 218 206 201 229 216 211 OF. Msx: Corm* DimelleAfiMS), 3-wira ifan/Strebe, High Candela (1 1850d9 DC Input Temporal HO Temeaai Median Tempora; Law NOn4em70r21 Hgh NaHerneoul Mediu, idoniempaal Low /b330olu 135 245 235 '3' 255 242 238 150 259 253 751 270 259 254 177 185 290 297 88 297 28' '92 309 309 293 2.09 291 295 FWR Input ren -poral Hgh Tem;,ora uadnan Tempora Ldw Nor -temporal Hgh Na: -tempo. Nteonarr Nun -tempera Lav 16-33 Volts 135 215 209 207 233 219 214 150 231 224 221 248 232 229 177 258 250 248 275 262 256 185 2655 1259 256 231 7257 262 Candela Derating For K series products teed at 18w tenr{eratweS, Istel c04ldela wens must be reduced in accordance writ ries robe Listed Candela 15 15/7.5 [Candela rating ae -40'F 30 Do not use below 325 75 44 9i 110 110 515 115 135 135 150 177 185 150 177 185 Horn Tones and Sound Output Data Nam end trornlSensbeOutput ldBA),:-': a-175 Switch Voles Volts Position Sound Pattern dB OC FWR OC T Terdas High 78 78 84 2 Temcaa Mechem 74 74 80 3 Term.. Low 71 73 76 4 Nal -temporal Hgh 52 82 88 5 Nor. tempocN Medium 78 78 35 6 Natte'rpaal tow 75 75 81 It Coded Hgh 82 52 88 6' C •ded Madrtm 78 78 85 9' Coded Lion 75 75 81 81 'Swings 7, b and 9 we not available. 2+sire hartiurobe_ 16-33 FWR 84 90 76 e9 85 81 38 85 24 Volt Nominal F4..beets Anechoic 98 96 89 100 93 92 t'9: OC ea et 83 93 90 88 93 90 88 FWR F 86 80 92 se 84 92 90 35 DC 99 96 94 100 93 96 104 97 98 96 92 SpectrAlert Advance Dimensions Wag -mourn horn/strobes ri Wan bad bracket Ceding back baa skirt SpectrAlert Advance Ordering Information ,D.. -.rent,::• Wall Hom/Strobes Wall weatherproof bad, box Coifing weat erecod bad, box Celina Hom/Strobes (comet) P2P." 2 -r -:e Hervitrobe,Stendarccd', Sea ROY..' 2 -wire HprMtrobp Standard P211iH' 2 -wee HaNSnobe, Hgh cd Red P'RK' ?wee Horn/St/13e Standard cd Fed Outdoor p029 -P- 2 - wire HvreStrate. Hgh d Mite PC48 4 -wire Fnn:Strebe Standard ed Red P2311,- 2 -,wee FianS^dte, H y at Red 1:ldoor FC410-1 4 -wee Harr Strobe. sigh cd Red F4113 rw*e 1+7r iStnite. Standard cd White PC4RK 4,are I-an/Seo. Standard r;:, Ped Outdkcv P2:5Me` 2re,e HornStrobe. Hgh cd White PC4RHK 4avieHom//Suobe. Hgh cd Red, Outdo* Fan' 4-,oe'trV5:-ob3Statdad cd Ped PO4W 4-wire4YxrJSn Stadedcd white P2RH• 4 -rem Flom /Strobe. igh cd Red PC41Ni 4 -wire FnmvStrobe Hgh d, Wsire PARK 4 -wee [ice 'Strafe, itandard cd Fes 0c1doa anent] Strobes P4RH1( 4Mir8(4 .Tlrote.Hrgh cd RedCadoor SCR' Smobe.Standadcd Red P4W evree HemrSr be,Standard cd White 5(93' Srob•Hgh cd Fell P4VVIM 4 -wee HoneSi<cbe-High cd.M'03 5C9K Snobs-Stamdardcd Redautdoo Wall Strobes 5C1F45 Strobe, Hig1 cd. Red. Outdoor SR. Strobe. Standard cc, Red 5C*e Strobe. Standard cd White SPert Sent H'+j- cd Red 5••ane. Hrah ci White 951 Stroke, Standard at Pad. Outdoor Hams 51941 5enbe, Hgh ori Rt' ixrdocr 55M Strobe Standard d White HR lion l'.4 Hal( Hart Red. Gumbo - Sinew Strobe. Hgh at 5551 rW Horn hive Ceiling Hom/Strobes Accessories PC2R. 2 -wire lionvittote.9 Red PC2RH' 2 -wire Hon/Strobe, High cd, Red B85-2 Bad, Sor 51intieekPed 118911,2 Back Pox Skirt Wat Wive 0850-2 Bad Bia Skin...Cerfing, Red PC2RHK 2 -wee Hon/Strobe High at Red, Ci,tdocir Notes • Add t -Mea model timber for elakt housing (no WE nerving on owed F2R-P *Standee arrefes to mob's.* include isosfis.3o.n.ssolo. and 115 amble settings. 'High or term to strobes that indade 135. I5C, 177, ard 185 candela mange 6Th SYSTEM SEAISOR- 3825 Oho Avenue -St Charles, 60174 Phone 810-5ENSOR2 • Fax 693-377-6499 ASIXiiia. WA- MA. --ip* ___ _,___ ________iiiii....4 - __......., _ In e-cA u_, PARK E ,i 00 -J CC z CO E. \'' _i 3 m w D V) z o 0 w in Lu iSc CONSTRUCTION SET DESIGNER: _ JEF MARQUEZ ISSUE DATE: 12/22/18 PROJECT #: FA18101 SYSTEM: FIRE ALARM SHEET: DATA PRODUCT SHEETS FA902 AFF 1'2 3 ,- SE ER DET FOR CON NU ON FS ART OINT@ /1 O'FLG. LEFT OTHERS —►IL 80TH STREET EX YDRANT EX W TE MAI } SITE PLAN 20 30 40 50 SCALE 20 EX WOO ROOF DECK W OD IOOF DEC( KLE PLAN OR CON NU ON LE CAL BELL 0TH RS z A 8,0(0- ) FLQORV P ULAR CE RISER DETAIL FACING SOUTH CALE /2" -Lr 1 PIPE ALL DRAINS TO SAFE DISCHARGE TO FLOOR DRAIN 2 RISER ROOM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F 3 MAINTAIN 2" ANNULAR SPACE AROUND ALL PIPING PASSING THRU CONCRETE FLOORS RISER EQUIPMENT LIST TE TY ZE ESCRPTT 1 3 WATER FLOW INDICATOR 1 2' TEST AND DRAIN 1 1/4 PRESSURE GAUGE 1 121-IEAD SPARE HEAD CAB SPARE HEAD CABINET CONTENTS MAN CT RE POTTER ELEC AGF AGF RELIABLE MO VS R 1011T 7500 A4 M CTURER TYPE MODEL AD ACTOR TN go RAWIG GUMMY WE GMT OF °i" GALLONS 40 33 049 RELIABLE SSU F1FR56 BRZ 56 1/2" 200° 6 ROLL GROOVED POLI ED PW END FOR BUTT WELD NG 83 22 /2 FL W PE 088 703 ROLL GR VET) PLAT FOR BUTT WELDING 298 RELIABLE MODEL D SPRINKLER WRENCH 093 OLL GROOV PLAT FOR BUTT WELDING . 1 WALL IPI PER FP (DN FLANGE LOCATION PLAN CALE/7 ATW TUKWILA FIRE DEPARTMENT Please call 206=5754407 and give this F► c Perm t No (9 -S -0L-13 d exact cddrss for shut- „own hut„own or rezto z on approval II ❑ Without comments ❑ As Notre to Rei Fr Per The Attached Letter These p ans have been re‘, ewea by The Tukwi a Fire Pre e'tIon 6,reaU fo conformance Ylf cL.rrert C ty 4^darns AcceD a' e )5 c�bject to errors and ort sins s wnl Co r -o ror ze v(olabons of adopLed ds and 0.c' 'cCS The resoc,PS O I ty for d'e :de,:..,ac” o des al ests totally th the des'g e r Ard t "r's de eba s cr rerle ors to trese arawirgs a3er tris date writ vo a tr ,Cepand wi t require a resubmitta of revised d aw r'gs for 3uo_Ceque" t appro is Final acceptance is subject to 9eIC test and inspection by The Tukwila Fire Preventicr ELE ears Date -�.[L(—(3 By EW TE ROOF DEC( ENNUI I1III1 1 EX EX 13i tow TEE' BAR JO BUILDING SECTION A/1 NTS GENERAL NOTES 1 ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE PE AS 95 elle CHEDULE WCIPILL E H PR TYPES ALLOWEZE WE GMT OF °i" GALLONS 40 33 049 TH SAD cur GROOVED ROLL GROOVED PW ENE POLISHED 05 044 FL W PE 095 ROLL GROOVED POLI ED PW END FOR BUTT WELD NG 83 22 /2 FL W PE 088 703 ROLL GR VET) PLAT FOR BUTT WELDING 298 FLOW PE 093 OLL GROOV PLAT FOR BUTT WELDING 448 WALL IPI PER FP 2 ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (III) WHICH ARE FLEXIBLE SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL INSTALLA NEW WET PIPE SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND ROOFING 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 2013 AND THE CITY OF TUKWILA EXISTING CRITERIA RETAIL SHELL ORDINARY HAZARD GROUP II NEW DESIGN CRITERIA RETAIL SHELL ORDINARY HAZARD GROUP II 20/ OVER 1500 SQ FT WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATE OF TEST DATA SUPPLED BY 130 PSI 20 PSI 7200 GPM CORNER OF 180TH & ANDOVER PARK EAST 2/2/18 WATER MODEL (MIKE CUSICK, TUKWILA WATER) ELEV OF FLOW TEST SAME AS SITE HYDRAULIC CALCULATION DATA ACTUAL DENSITY 20 GPM [ 1500 SQUARE FEET ,____DEMAND AT BASE OF RISER 41380 GPM AT 77 80 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 663 80 GPM AT 87 80 PSI (- 250 GPM TOTAL HOSE ALLOWANCE) PAID FE) 13 2Clil TUKWIL FIRE 53Y— AREA MAP NTS F - Z CC a_ W 0 0 CC 0 O^ u Z 0 0 ABBREVIATIONS SYMBOL LEGEND SYMBOL LEGEND PIPE LEGEND FLEX LEGEND SPRINKLER LEGEND REVISIONS AFF BOB B OO MOE S OT F0 MOW Of OW HM ABOVE MASHED RD08 BOTTOM OF BEAM BOTTOM OF DEO( BOTTOM OF JDIBT BOTTOM OF LRUN BOTTOM OF 1RL80 OTT TO UR FIELD CROW INSIDE ACE OF WALL OUPAIGE AC OF WALL NO AUTO SPMNISE S UNLESS NOTED 0010081E CENTERL OF EFER UCTU CIES W EARTH AKE W BRACE LETTE CATE TYPE 4-W EA TH KE SW RA ETT CATE TYPE AN OC TION LEV 11 BOVE REFERENC PO NT FEET AN CH YDRAULI CAL LAA DE FLEX EL COUPU OUPUN MT (E) EW UG EW /2' EW TRAP OUTLET EW CH AL TE OUTLET OC TE EX 11 KLE EX 11 TH EADED OUTLET EX TI TE CO PON NEW SPRINKLER PIPE EXIST ING SPRINKLER PIPE — — — — — — RELOCATED EXISTING PIPE NEW FLEXDROP , ' ` RELOCATED EXISTING FLEX WALL LEGEND riiiiii////4 AKE TYPE EN PLE RKT RW NTY YM MAN TUBER TYPE ODEL,®' I TE EASO OR EVI ON EX 11 // EW RA KET LE -GEN EXISI ING WALL NEW WALL TO CEIUNG NEW FULL HEIGHT WALL I I NEW LOW WALL E 3 NEW SOFFIT WALL CT AN OGS RACKET WB BA TBS DS AN BB CLAM TBS DS AN LAM TE () / 'x TE EW WDS (2) Ox WOOD SCREW 90'X /2 90' LE 5' ON Ex /2 /7' DOTE DED PLE AL EW BUILDING INFORMATION MAINTENANCE CONTACT MAINTENANCE PHONE ALARM COMPANY ALARM PHONE ALARM CODE ALARM PASSWORD FIRE DEPARTMENT FIRE DEPT PHONE CO TRA WITH POE CONSTRUCTION 1519 W VALLEY HWY N AUBURN WA PROJECT MANAGER OFFICE PHONE CELL PHONE EMAIL SUPERINTENDENT PHONE EMAIL JAMIE NESS 253 218-0986 206-551 1437 jam @Poet Lruct corn ZACK PETER 206-551 1229 ack@poec st ch corn r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Bass)one Sean Van Soest 6027-0110 C Level 3 Smith Fire Systems Inc SMITHFS1360T D t aTTT TaJ CE MATE OF COMPETENCY AMP .5,/S SMITH FIRE SYSTEMS INC 08 544h VE EAS ACOM w 9842 NTR NTH 360T Bus ( ) 928 880 AX ( 53) 928 2350 LANTERN LANDING BUILDING 1233 ANDOVER PARK EAST TUKWILA WA JECT TE ET JO JEFF S LANE L 2/12/18 1 OF 2 TI17137 AUXILIARY DEMANDING AREA. SYS# 1 DENSITY 20 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR 37630 GPM AT 5080 PSI ( INCLUDING 0 GPM FOR INSIDE HOSE STREAMS ) 7'35' 14 8' 10 P (74.9(2 O 46 p 34 313 32 3 (3 ) 485' 535' 107 1017' 5'-64 C-055' 130" 62 © 0-9 5' 10'-8' 4 EX TJI I BDT - BOT I _ _ _ o oi m = I - -5SW—/7 f' - - - _ —5SW- -- _ 3 __C)_ 3 9-0 SW --5SW-,57o- W — 0 3 44) 4-10 — W- 7 -a-- --1.'1'�In/ 4 - - 5 SSVR/6 BOT B0 - _ 5SW-_E)(TJI_555W 7- _1j 2 42' — -17 211- 55 TJ X TJI IY 1 5SW 5Sw -BTS-/ 2-4 o o X i/ 2-4 _--8TB- m 4 - —5sw, m- - 1 9 --Z 48 BOT 2 55W- --5SW-- m 3 _ _ 1075 -0 0 - EX TA 5BW- BOT m _ 3� 9 9-7 9 BOT 13 a 7'_3 2 2-0 20K 8Tg-7 ,1 m W2 x44 41;9 - SEE RISER DEIAIL FOR CONTINUATION 20K $ 2 2 2 - - - —5TB-7 -- --- m -STB--i m 2 0 W21x44 —9 5-2 11 7 EX TJI 0 BOT 583/- 9 583/- x p 6115 3 13-0 8-8 6-4 — �+-- - - 5TB m 2 20K —STB7'D/4 __—_____3TS1.-- 3I 31 - $ 2 - --_STB -�-- 2. 2 55- 6 0 6TB / 2 2 BTB BOT 14-07' m�0 BTBN/N X 15 l / 41 7-0 CA28 see BTBa/; 15 15 CI 3-10 522 8-8 i)- SEND FLEX COUPS FOR TOP & BOTTOM 1 gay I NAS NGNMMBI 15TIBI F CANOPY O 15- 7-0 11 15 1 3-10 52 2-0 1/ 11 83 F S29 7-0 S90 64 531 5 5 NAS NONCOMBUSTIBLE CANOPY L_ d 0 / BOT 3 12-0 - 20K 5T 5' 0 / 10-8 STS' --- $ CTD / 5TB / 578 / (51 NAS NONCOMBUSTIBLE CANOPY SPRINKLER PLAN 0 6 12 SCALE 3/18'=1-0' FITTER/LISTER NOTES HYDRAULICALLY MOST DEMANDING AREA. SYS# 1 DENSITY 20 GPM OVER 0 SQUARE FEET SYSTEM DEMAND AT 908 41380 GPM AT 7780 PSI (INCLUDING 250 GPM FOR INSIDE HOSE STREAMS) 1 ALL HANGERS ARE TO BE PER DETAIL "SW" N 0 2 SEND 100 FT OF BULK 3/8" ATR FOR CTS HANGER RODS 3 ALL STUB UPS ARE TO BE 1(1-3) W/ RC 4 ALL RISER NIPPLES ARE TO BE 1 5(2-0) GOE U N 0 5 PER NFPA 13, SECTION 9 3 6 5 BRANCHLINE RESTRAINT IS OMMITTED 6 EXCLUDING WORK ON OVERTIME OR AFTER HOURS 7 EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES GLU LAM BEAM ( 2 ) TOLCO RG 980 SWIVEL END (2)1. (7-0) SCH 40 BRACE PIPE (2) TOLCO RG. 1001 BRACE CLAMP (2) 1/2 x41/2'LAG BOLT (2) 1 MIN EXCESS PIPE 7 THROUGH FAST DAMP BRACE 1 GLU LAM BEAM 12'x31/2 LAG BOLT TO070 RG 980 SWIVEL END 1 (7-0) SCH 40 BRACE PIPE TOLCO RG 1001 BRACE CLAMP 1 MIN EXCESS PIPE THROUGH CLAMP BRACE 2 MIN 1/2 DEPTH OF BEAM 12' x412' LAG SCREW TOLCO FIG 980 SWIVEL END 1' (7-0) SCH 40 BRACE PIPE 45. 50' FROM VERTICAL TOLCO RG 41 PIPE CLAMP BRACE 3 3/4' x 8' x17 PLYWOOD EACH SIDE OF TJI WEB WITH (8)N08x7 DRYWALL SCREW EACH SIDE 5/8 x 31/2' BOLT W/ NUT & WASHER TOLCO FIG 080 SWIVEL END 1 (7-0) SCH 40 BRACE PIPE 45 59° FROM VERTICAL TOLCO RG 1001 BRACE CLAMP 1' MIN EXCESS PIPE THROUGH CLAMP BRACE 4 1/0x 11/2' BOLT W/ NUT AND WASHER -- STEEL I BEAM TOLCO FIG 980 SWIVEL END MIN 12 DEPTH OF BEAM 1 25. (10-6) SCH 40 BRACE PIPE TOLCO FIG 4L PIPE CLAMP BRACE 5 45 59' FROM VERTICAL TOLCO RG 800 UNIVERSAL SWAY BRACE ATTACHMENT W/ TOLCO FIG 980 SWIVEL END WIDE FLANGE STEEL BEAM 45' 59' FROM VERTICAL 1(7-0) SCH 40 BRACE PIPE) TOLCO FIG 1001 FAST CLAMP WITH 1 MINIMUM EXCESS THROUGH FAST CLAMP BRACE 6 12'x112'BOLT W/ NUT AND WASHER MIN 12 DEPTH OF BEAM WIDE FLANGE STEEL BEAM TOLCO RG 080 SWIVEL END ("‘ 45' - 59' FROM VERTICAL 1 25 (10-8) SCH 40 BRACE PIPE TOLCO RG 1001 BRACE CLAMP 1 MIN EXCESS PIPE THROUGH CLAMP BRACE 7 5 a 12' RETAINER STRAP BOTTCM CHORD /- OF BAR JOIST AFCON FIG 100 3/8' BEAM CLAMP --- 35' ATR HANGER RING HANGER TB 3/B' ATR HANGER RING HANGER SW 27' HANGER WH BLOCK VARIES PER PUN PER PLAN VARIES (2) AFCON RG 100 3/8' BEAM CLAMP (2) 3/8' x 4'ATR -� (2) 3" HANGER RING (2) 10' RETAINER STRAP TOP CHORD OF BAR JOIST 3' HANGER RING 3/8' ATR 3' HANGER RING - HANGER T1 3/8' ROD x9' LONG WELD TO EACH END 9' SCH 40 (7 8) TRAPEZE PIPE METAL DECK SAMMY XP20 EXPRESS SCREW - _ 3,B'ATR HANGER RING HANGER XP GLULAM BEAM-- --12 x11/7 LAG SCREW 3°I W/STD WASHER 111111 TOLCO RG 58 SIDE BEAM BRACKET -3/8" ATR �- HANGER RING HANGER SB TRACK SUPPORT -- OVERHEAD DOOR - ,41 /- MAIN HSW SPRINKLER HEAD J 1 x 1/2' REDUCING COUPUNG 1' (225) \ OVERHEAD DOOR DETAIL !CAUTION! 50% REDUCED PRINTS ABBREVIATIONS SYMBOL LEGEND SYMBOL LEGEND PIPE LEGEND FLEX LEGEND SPRINKLER LEGEND REVISIONS ,IFF B OB BOO BOJ B OF BOT CTS FO MOW OFOW NAS wD ABOVE ERMINED FLOOR BOTTOM OF BENZ BOTTOM OF DECK BOTTOM OF MET BOTTOM OF PURUN BOTTOM OF TRUSS CUR TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO NATO SKIMMERS UNLESS NOTED 0111ERW%E CENTERLINE OF RPE 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 S MT R (5) P NEW 1 PLUG NEW 12'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 0.4 NO DATE BY REASON FOR REVISION EXISTING UNCHANGED O UNCHANGED NEW SSP SSU BRZ BRACKET LEGEND REUABLE SSU F1FR 56 BRZ 5 8K 1/2 126 EXISTING WALL NEW WALL TO CEILING NEW FULL HEIGHT WALL NEW LOW WALL 3 NEW SOFFIT WALL ACT = STANDARD OGSB BRACKET RELIABLE RA1435 HSW F1FR-56 BRZ 1/2' 4 BAR = T BAR TBS ENDS AND SBB CLAMP 90°x1/2 = 90° NIPPLE 5.25 LONG TOTAL NEN/ 127 BUILDING INFORMATION MAINTENANCE CONTACT MAINTENANCE PHONE ALARM COMPANY ALARM PHONE ALARM CODE ALARM PASSWORD FIRE DEPARTMENT FIRE DEPT PHONE CONTRACT WITH POE CONSTRUCTION AUBURN, WA PROJECT MANAGER OFFICE PHONE CELL PHONE EMAIL SUPERINTENDENT PHONE EMAIL JAMIE NESS 253-833-2400 206-551-1437 ZACK PETER 206-551-1229 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc 2/12/18 CERTIFICATE OF COMPETENCYSTAMP 5/5 SMITH FIRE SYSTEMS, INC 1108 54th AVE EAST TACOMA WA 98424 CONTR REG NO SMITHFS1360T LANTERN LANDING BUILDING 1233 ANDOVER PARK EAST TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO JEFF S LANE L 2/12/18