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HomeMy WebLinkAboutPP - 17450 SOUTHCENTER PKWY - DICKS SPORTING GOODS - PERMITS AND PLANS17450 SOUTHCENTER PKWY ASSOCIATED PERMITS 17-F-109 98-F-258 98-5-218 07-F-154 17-5-095 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION -.��,� King Co. Assessor's Tax No,: 1818'6 Site Address: 51 �} �36�ifi 1. ►', . ilv{% �l)kkJi lat Iv* Suite Number: i332. Floor: Tenant Name: DI C kS�Sl-1 s • New Tenant? ❑ - Yes No Property Owner's Name: l)(l.( /11(LCi vect)3 6 ►r-Ou Mailing Address: 2102 N f✓ ) I L I PI 1}.I L 1/45 C ] V1 'l cc;UV�C,f- (AM" q $ (r) gli City State Zip CONTACT PERSON -if there are questions about the submittal. Name: C0(y,e' SthIghDoK. Day Telephone: 2 - Co 22- ' CoSz%S Company Name: c� 100 A ( cce CU l Mailing Address: I 11 157- Aft 3 ' rk 6 e_ me ?& Yi � �`� , / City State Zip E-mail Address:09 1 ia.e jugroliccire• . Call Fax Number: �� Contractor's City of Tukwila oc NICET III number: Business License number: 535— 0 R 9 z&-..--344 , Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 10 t Obb -."1"1"-- Scope of Work (please provide detailed information): Fl 11.-eILS i S {'Y/ a i� 1 r 05/) 6,evice.s 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 Signature: Print Name: D AGENT: Plan Permit App.doc Date: (I) )IyJrf Day Telephone: «-e - LO ZZ- Ca& -is iCt , 2Z7 8/22/14 TFD FP Form 8 IC SPORTING GOODS -PARKWAY SUPERCENTER -STORE#1332 FIRE ALARM SYSTEM TUKWILA, WA 98188 SH =ET # DESC PTIO\ FA0.1 S YS TE VI I\FO MATIO\ FA0.2 SYSTEM MISER DIAGRAM 8c SYSTEM BATTERY CALCULATIONS FA1.1 FLOOR PLAN — WEST — FRE ALARM SYSTEM FA1.2 FLOOR PLAN — EAST — FI ALARM SYSTEM SHEET LIST QUANTITY 1 2 1 17 Without Comments o As Noted in Red ® Per The Attached Letter These plans have been reviewed by The Tui<wila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totpily with the designer. Additions, deletions or revisions Id these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance Is subpct to field test and inspection by The Tukwila Fire Prevention Bureau. Date: Co _( 7 -/ -2 By: DoubleTre Hilton HotS Parwoy Squari hopir Center-' jKN'J ALA FIRE DEPA.R 1 1 EN 1 lease 206-575-4407 and give t },3 Fire Permit nd exact addrti:ss for shut- town or restoration pproya10 Pork Place. Shopping::Cent r.. CKT Regal icrrins parkway .' A B C D 4 7 12 12 25 21 5 4 2 SYMBOL DESCRIPTION MANUFACTURER MODEL ENCLOSURE/BOX MOUNTING HEIGHT FACP FIRE ALARM CONTROL PANEL SIEMENS FC924 FHB -2002—U1 66" A.F.F. TO TOP FAPS REMOTE BOOSTER CONTROL PANEL SIEMENS PAD -3 PAD-3—ENCL 66" A.F.F. TO TOP FARA REMOTE DISPLAY TERMINAL SIEMENS FT2015—U3 PROVIDED 60" A.F.F. TO TOP O PHOTOELECTRIC SMOKE DETECTOR. SIEMENS OH921 4SQ DEEP WITH 1G RING CEILING INTERFACE MODULE WITH RELAY SIEMENS HTRI—R 4SQ DEEP FIELD LOCATE LID DUAL INPUT INTERFACE MODULE SIEMENS HTRI—D 4SQ DEEP FIELD LOCATE MANUAL PULL STATION SIEMENS HMS—S 4SQ DEEP W/ 1G RING 48" TO CENTER DUCT SMOKE DETECTOR SIEMENS FDBZ492—HR FDBZ—WT W/ OP921 DET. (NEMA 4X) FIELD LOCATE rs REMOTE ALARM INDICATOR SIEMENS FDBZ492—RTL 1G BOX FIELD LOCATE D®4 MULTI CANDELLA CEILING HORN STROBE SIEMENS ZH—MC-CW 4—SQUARE BOX CEILING HI MULTI CANDELLA CEILING HORN STROBE SIEMENS ZH—HMC—CW 4—SQUARE BOX CEILING MULTI CANDELLA CEILING STROBE SIEMENS ZR—MC—CW 4—SQUARE BOX CEILING SPRINKLER WATERFLOW BY OTHERS SIEMENS BY OTHERS W/ N/A HTRI—D N/A O SPRINKLER VALVE TAMPER BY OTHERS BY OTHERS W/ N/A SIEMENS HTRI—D N/A E EXISTING DEVICE ROOF TOP UNIT BY OTHERS BY OTHERS N/A FIELD LOCATE CABLE LINETYPE WIRE SCHEDULE FUNCTION SLC LOOP STROBE CIRCUIT AUXILIARY CIRCUIT WIRE TYPE (1) TWISTED PAIR #16 W/ SHIELD (1) TWISTED PAIR #14 (1) TWISTED PAIR #16 REMOTE ANNUNCIATOR CIRCUIT (1) TWISTED PAIR #16 & #14 TWISTED ta. cc ca.) o. ccD 1743 IST AVE. SO., SEATTLE, WASHINGTO J FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS 1REV. BY: 0 0 DESCRIPTION SHOP DRAWINGS DATE N 0 O 0 0 z O 0 C,) C1) U 0 CO W CC0 W(20 �co fly 1— cs)074 >- w w� tL� O vJ I' z 0 0 z UJ (I) >1 (I) .GALE: NOT TO SCALE DRAWN BY: SAFE Consulting DESIGNED BY: PAID JUN 14 2017 TUKWILA FIRE �OB NUMBER:17-1 19 isd3�' % SHEET DATE: 05/27/17 BACKROUND PLAN PROVIDED BY: VICINITY MAP CABLE LEGEND ri • ht 2014 b Guardian Securit S stems, Inc. All Ri. hts Reserved FAO. 1 CKT#1 CKT#2 Dick's Sporting Goods FC922/FC924 Battery Calc Sheet Version 1.0 Ref. No. Submitted By: Project Name: Project Location: Panel Location: Node No: GUARDIANS SECURITY SYSTEMS INC DICK'S SPORTING GOODS TUKWILA, WASHINGTON Date: 6/12/2017 Enter value Select choice Fixed Calculated Module Description Module Feature FCM2018-U3 FCM2019-U3 FC 016-U FCI201 Ui XCI2001-U Standard Operating Unit Enhanced Operating Unit With LED zones 252 pt Periphery Board Qty Standby Current Alarm Current 0.125 0.125 0.000 0.000 LED zones SLC load NAC load 0.000 0.000 504 pt Periphery Board NAC expander Aux power load Bell Follower, SLC load NAC load Aux power load'. Bell Follower.:, No No N 0.000 0.120 0.043 0.000 0.000 0.000 0.000 0.120 0.043 0.000 0.000 0.000 NAC load FCI2020 U1 Releasing module No 0= 0.000 0,000 Releasing load FN2001-Al FOA20' City Tie/Leased Line module Not Installed SafeDLink Network module -U1 RS -485 module FN2006-U1: FN2007-U15 Single -mode fiber module FT2014-xx :... , FT2015-xx Multi -mode fiber module =_ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0:000 FT 001 -Al Remote annunciator - display Remote annunciator - control 0.000 0.000 0.000 FCM2023-U3 FO01 U1 FCA2018-U1 Network terminal board . ,. 0.000 LED expansion module 0.000 0.000 0.000 0.000 DACT Remote printer module LED zones 0.000 0.000' 0.000 Devices HFP-i'i / 8713 Description Qty Photo -thermal detector HFPO.11 "/ 8710 Photo detector HFPT-11 / 8712 Thermal detector OOHC941 Dual optical/thermal/CO detector OOH941 Dual optical/thermal detector 0H921 Photo -thermal detector a 21 Duct Det Photo detector 12 HI921 Thermal detector FDCI0422 , 4-input/4-output module HMS / 8700 -S -D -M Manual station 7 HTRFS/8702 ingie inputmodule HTR1-D / 8703 Dual input module 4 HTRI-R / 8704 HZM / 8705 Sing, Input/single relay module Conventional zone module 17 HCP / 8706 ILED / 8726 Addressable control point Intelligent LED , Total 41 Stdby/Alm 0.00000 0.00000 0.00000 0.00000 0.00000 0.00028 0.00336 0.00000 0.00000 0.00980 0.00000 0.00560 0.02380 0.00000 0.00000 0.00000 0.043 .4.rnA per device 14,mA`per device 1.4 mA per device 0.75 mA per device 0.68 rnA per device 0.28 mA per device 0.28 mA per. device 0.28 mA per device 10mA per device 1.4 mA;per device 4 mA per device .4 mA`per device "I mA per device 4=mA per device mA per device 4'mA per device ncluded above) 0.000 0.000 0.000 Tota1 0.2881 0i288K11 ndby Time (Mrs) i Time (mtn) :i 4H;required (no teas Battery Reserve ; v e) 0.02 6.93 JAR Required (with !Ill: powersupply 8.67 System 0 ***MINIMUM RECOMMENDED BATTERY SIZE = 12VDC 12.0 AMPHOUR*** BATTERY CALCULATIONS FOR 24VDC AUXILIARY NOTIFICATION APPLIANCE POWER SUPPLY Building: Dick's Sporting Goods Address: 17574 Southcenter Pkwy Store#1332 Tukwila WA DESCRIPTION Power Supply: Simens PAD -3 (FAPS3) Identification #: 1 DATE Bldg. Area Served: Dick's Sporting Goods Circuits ID: 1, 2, 3 & 4 N Date: 25 -May -17 DEVICE TYPE ABBREVIATIONS: DEVICE TYPE ABBREVIATIONS: PAD -3 Auxiliary Power Supply Siemens PAD -3 A/V 1 CM Hornstrobe 15cd Siemens ZH-MC-CR A/V 2 CM Hornstrobe 30cd Siemens ZH-MC-CR A/V 3 CM Hornstrobe 75cd Siemens ZH-MC-CR A/V 4 CM Hornstrobe 115cd Siemens ZH-HMC-CR V 1 CM Strobe 15cd OTHER ABBREVIATIONS Siemens ZR -MC -CR mA Current in Milli -amperes I AH Current in Amperes Amp -Hours OTHER ABBREVIATIONS USED: DEVICES mA Current in Milli -amperes I All Current in Amperes Amp -Hours Sub -Tota Per -Wit Sub -Total DEVICES STANDBY/ALARM CURRENT DRAW CALCULATIONS: Standby Per -Unit Sub -Tota Per -Wit Sub -Total Device Qty in mA Standby Standby Alarm Alarm PAD -3 Device Qty in m4 in mA in mA in m4 A/V 1 PAD -3 1 75 75 175 175 A/V 2 A/V 1 7 0 0 87 609 A/V 3 A/V 2 4 0 0 131 524 ......... _ A/V 3 10 0 0 222 2220 CALCULATIONS SUMMARY ON REVERSE SIDE THIS PAGE A/V 4 13 0 0 371 4823 = Standby Time in Hours V 1 3 0 0 69 207 CALCULATIONS SUMMARY ON REVERSE SIDE THIS PAGE CALCULATIONS SUMMARY: = Ring Time in Minutes 0.250 0.075 = Total Standby Current in Amperes 24 = Standby Time in Hours Total Standby Current Requirement Amp/Hours= 1.80 2.71 Thirty Per Cent Safety Margin = 0.81 8.558 = Total Alarm Ring Current in Amperes Total Standby Battery Requirement in Amp/Hours = 15 = Ring Time in Minutes 0,250 = Ring Time in Hours Total Alarm Ring Curr. Requirement Amp/Hours = 2.14 Total Standby/Alarm Ring Current Amp/Hours = 3.94 Thirty Per Cent Safety Margin = 1.18 Total Standby Battery Requirement in Amp/Hours = 5.12 Battery Amp/Hour Provided= 7.00_ BATTERY CALCULATIONS FOR 24VDC AUXILIARY NOTIFICATION APPLIANCE POWER SUPPLY Building: Dick's Sporting Goods Address: 17574 Southcenter Pkwy Store#1332 Tukwila WA DESCRIPTION Power Supply: Simens PAD -3 (FAPS4) Identification #: 2 DATE Bldg. Area Served: Dick's Sporting Goods Circuits ID: 5 & 6 N Date: 25 -May -17 DEVICE TYPE ABBREVIATIONS: 0 PAD -3 Auxiliary Power Supply Siemens PAD -3 A/V 1 CM Hornstrobe 30cd Siemens ZH-MC-CR A/V 2 CM Hornstrobe 75cd Siemens ZH-MC-CR A/V 3 CM Hornstrobe 115cd Siemens ZH-HMC-CR V 1 CM Strobe 15cd Siemens ZR -MC -CR OTHER ABBREVIATIONS USED: mA Current in Milli -amperes I AH Current in Amperes Amp -Hours DEVICES STANDBY/ALARM CURRENT DRAW CALCULATIONS: Per -Unit Sub -Tota Per -Wit Sub -Total Standby Standby Alarm Alarm Device Qty in mA in m4 in mA in PAD -3 1 75 75 175 m4 175 A/V 1 1 0 0 131 131 A/V 2 1 0 0 222 222 A/V 3 8 0 0 371 2968 V 1 2 0 0 69 138 CALCULATIONS SUMMARY ON REVERSE SIDE THIS PAGE CALCULATIONS SUMMARY: 0.075 = Total Standby Current in Amperes 24 = Standby Time in Hours Total Standby Current Requirement Amp/Hours= 1.80 3.634 = Total Alarm Ring Current in Amperes 15 = Ring Time in Minutes 0.250 = Ring Time in Hours Total Alarm Ring Curr. Requirement Amp/Hours = 0.91 Total Standby/Alarm Ring Current Amp/Hours = 2.71 Thirty Per Cent Safety Margin = 0.81 Total Standby Battery Requirement in Amp/Hours = 3.52 Battery Amp/Hour Provided= 7.00�� RELEASE/REVISIONS z O F-- C.� (1) W J F- F - LU U) O U) u F- U) 1,0 FAX (206) 628-4990 TEL. (206) 622-6545 IREV. BY: 0 M 0 DESCRIPTION SHOP DRAWINGS DATE N N 0 0 O O cc0 wV)«_ c�0 Ch Z , < I--� O -z w - 0 r C/) CO 0 F C.7 I: W Ui ›- CC CD W CC F- "ALE: NOT TO SCALE DRAWN BY: SAFE Consulting DESIGNED BY: DATE: 05/27/ 17 BACKROUND PLAN PROVIDED BY: SYSTEM RISER DIAGRAM SYSTEM BATTERY CALCULATIONS Co. ri•ht 2014 b Guardian Securit S stems, Inc. All Ri•hts Reserved ..JOB NUMBER:17-1 19 } SHEET FAO.2 FA1\\ MATCHLINE EXISTING SHARED ELECTRICAL ROOM TO REMAIN 30 QQA 11 l.._.I ....l ;I If -----a--- L. I_.II...II JI I1IJI.JLJL.JI 1U1._IIJ�J!_JLJL.I IMP 30co Rir V II T ILL H� r ' OUTERWEAR con �a I� i �.p i I _._. 4605E _f�_ <I y I #fj. i li C );._ I _ . _._._._ . ........ 1 ....—....._©.. ... �.� • l L —i _.._.. ' ` as -' _ m • 931931. MENi ILTI)OOR 143 SF OUTERWEAR 1459 SF 7491 CLEATS SPORTSMAN pg 153 SF El El n n.111.1 LE1 HUNTING APPL 205 SF ism FIT RM 113 SF if 5cD HR TO FAPS3 LICENSED 663 SF 75 MEN NIKE EVO+ 1994 SF CKT# 3 • PROMOTIONAL 876 SF FOOTWEAR 3908 SF 0 il FLAG NOTES RELAY MODULE FOR DELAYED EGRESS. SECOND SKIN 828 SF CALIA 985 SF gt- YOUTH WOMENS„510 _is HR TO FAPS,; WOMEN NIKE EVO+ 1658 SF CHECKOUT 1488 SF Em OVA 3);111 3909 VA 9916 YOUNG ATHLETE 857 SF OOTWEAR STOCK 1385 SF YOUNG ATHLETE 1103 SF WOMEN NIKE EVO+ 473 SF YOUNG ATH 857 SF WOMEN GOLF APPL 551 SF HR TO FAPS44111., 1150 _7-- 4=4.1•DNIIIMOMIONNO.111•11110.1.1•OEVANNIMMINIONON MEN GOLF APPL 1069 SF BIKES 1916 SF GOLF SHOES 323 SF ETING CENTER 289 SF EjE 11 11 000004 EXISTING SPRINKLER RISER et ce 1 FLOOR PLAN - EAST - FIRE ALARM SYSTEM ADJACENT TENANT L6,) cc re ifj Eel Lj CA. \:2; 0 4' 8' 12' 16' PLAN NORTH El* Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved 'Z CO LIJ FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: I 0 DESCRIPTION SHOP DRAWINGS FLAG NOTES RELAY MODULE FOR DELAYED EGRESS. SECOND SKIN 828 SF CALIA 985 SF gt- YOUTH WOMENS„510 _is HR TO FAPS,; WOMEN NIKE EVO+ 1658 SF CHECKOUT 1488 SF Em OVA 3);111 3909 VA 9916 YOUNG ATHLETE 857 SF OOTWEAR STOCK 1385 SF YOUNG ATHLETE 1103 SF WOMEN NIKE EVO+ 473 SF YOUNG ATH 857 SF WOMEN GOLF APPL 551 SF HR TO FAPS44111., 1150 _7-- 4=4.1•DNIIIMOMIONNO.111•11110.1.1•OEVANNIMMINIONON MEN GOLF APPL 1069 SF BIKES 1916 SF GOLF SHOES 323 SF ETING CENTER 289 SF EjE 11 11 000004 EXISTING SPRINKLER RISER et ce 1 FLOOR PLAN - EAST - FIRE ALARM SYSTEM ADJACENT TENANT L6,) cc re ifj Eel Lj CA. \:2; 0 4' 8' 12' 16' PLAN NORTH El* Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved 'Z CO LIJ FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: I 0 DESCRIPTION SHOP DRAWINGS DATE N. co 0 co cc 0 c76 cr cc w 0 < wz— ci) cc iD a-. < CC 0 0 LL DRAWN BY: SAFE Consulting DESIGNED BY: DATE: 05/27/17 BACKROUND PLAN PROVIDED BY: 1- SHEET 115CD MAIN STOCK 2609 SF ADJACENT TENANT OFFICES 1105 S __-- ^EPAR71Ak' �... IAA•1f•CERE E E WORK,_ 273 S lE• :.r}:CE OE ti:OFk:s1.Fy,R HR TO FAP •q ;, '1 i A / 75CD • �.1 HRTO FAPS3 it 140 CJACrlY 75CD HR TO FAPS3 T L TEAM SPORTS 2288 SF 115CD ......;..._____,i -,, , .,...E „........, . /0„...„,, ,„ , ., . „ , , „_,,,D.,..,, 1 r FLOOR PLAN - WEST - FIRE ALARM SYSTEM 0 4' 8' 12' 16' PLAN NORTH FLAG NOTES RELAY MODULE FOR DELAYED EGRESS. v.) co 0\ z 0 F— z U) LI F- F- W 0 U) F- U) V) FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: DMG J DESCRIPTION SHOP DRAWINGS DATE 06/12/17 aaaaa w co VJ N/� `-' cc coT w 0 ccO w CI) CO w Zwo-< LL I-- cC (2- w v U� CC F- CD O z SCALE: 1/8"=1'0" DRAWN BY: SAFE Consulting DESIGNED BY: DATE: 05/27/ 17 BACKROUND PLAN PROVIDED BY: ,10B NUMBER:17-1 19 } SHEET Copyright 2014 by Guardian Security Systems, Inc. All Rights Reserved FA1 .2 `tI 4 Mr, Y°, 114U t t 1 Al ti eMI ,. Y1 ^r i 22.2 •- • n t' rota even]+' IVPly to t`r+ r ' s a3 df- rr•,r1 c1 r t +' " 1,711 a1r19 r. 222% (22, l21} r Li ,47 r, til a r' 1 22' 21,. 3 (A) • --�- _- s r 1.1 LI L'r I (r C n ,k u4 l. Iwrl n 4r I'. w v M e r WJ f aI 4040414 `xA rI, .• EAST FLOOR PLAN d (B, Ci - - — I- 9' I REPLACE EXIST 90 W/ t NEW 1rx1j"X1" TEE SCALE. 1/8" 1,-0" r1, fr [I LI P U EXIST 2 OUTL - - _--w.- +-- - [ 1 C3 1 1 ll I1 U fl 11 U - . LJ kr- CI n LI tI 1, a r - 4j- __ U I'I U CI n 11 n n 1, n fl CI ., ..la_ ... ... rr n CI fI [] —1. _.. ... ,. _ REMOVE ' EXISTING 1 "X r_90; tLL' I pl/ N NEW 14" X 1 r Xi' TEE & PIPING PER C) CI l ny I7 U Y - c n f'".,. ..,1 — L7 l] CI I.I r� 11 f1 13 I, [1 L1 fy n a 3 G ,1 Cl CI LI l] n n /401111 ill Li Cl 1 F U [ n I- 0 r4 r r A AI 41 My 11 t IlfliI 1 I ral w f If 'i — —}— — -� r I' 141 Id t 1 0 GUN COUNTER PLAN T� ' ✓h 4 ,01 tr 10 ,rtt', Cr.,*/.r w, ern,» •vli I 1' �� NS ,Iry*P Y°r " 11 4* ..v II" I, ^I/ M Y,'itM,t r °.r 't al'r rlr i, Ida • r �,r .. t.. IIx+ Ir + ,r hl114% ` 4"4 " 'NV' ,V'rtr l iM m4 1V''A.MY" 44' 4,4 )14 roYI",„70 M` I I, I1, 1i^' II r e V d.*A[uu wuid r,^rtb, 14rA .0 krk I 1 ry r Iw .tr I n I M'Ytllr�^r, sl I kit' '7 V r l I a v,w { 4'4 ,• hl .rJ.y,. ...-r ... U 1 - r, L3 U Cl L' LI LI 13 n L] U fi _ II al L' [1 SEE GU \I PAN ABOV J CI C1 fl Irt 'C, OUNTER C' n o ll U t - I} L, n U I U n U f] r+ LI LI 11 U n I] L1 LI U 11 — LI CI CI CI SCALE. 1/8" _ C" J ' - I, "1 GOLF 'AREA SEE WEST FLOOR PLAN' ABOVE — 11 1 Fru La 11 LI LI c. 11 GENERAL NOTES 1. 1 r DENOTES EXISTING ROOF SPRINKLER 3/8" EYELET UNO. 1, 4. HANGERS REQUIRED ON ALL ARMOVERS LONGER THEN 12" , IN LENGTH. PLUG EXISTING SPRINKLER OUTLET —41/_ j— SIZE LINES PER PLAN „r. MECHANICAL TEE RISER NIPPLE DETAIL 1" DRAIN VALVE 8" X2" SCRWD MECHANICAL TEE BRANCH LINE DROP DETAIL BOULEVARD CC Ne WEST FLOOR PLAN • r - SPRINKLER HEAD AND PIPING UNDER FRAMING GUN COUNTER -SECTION ADN W/ 461 ESC ACCEPTED AREA OF WORK 17 • 4110011 • 11I•111 Me IMO Li WI CO Mtn 111•10 OM MI* R000 PLAN rt b Without Comments As Noted In Red Per The Attached Letter ve been reviewed by The Tukwila Fire ntau for conformance with current city nce is subject to errors and , do not authorize violations of adopted , ordinances. The responsibility for the ° esign rests totally with the designer.' ions or revisions to these drawings after ifs date will voi this acceptance end will require a (*submittal of revised drawings for subsequent approval. lnal acceptance is subject to field test and Inspection by pa Tukwila Fire Prevention Su Date: HANGER LEGEND A "U" HOOK COACH SCREW ROD BM. CLAMP Wif "STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE V FITTING LEGEND PIPE -O -LET F PLAIN END nT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ' .1111, 2 77- WAY EARTHQUAKE BRACE 4.-- 4 -6 WAY EARTHQUAKE BRACE ,0 STRUCTURE TO CENTER UNE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES , AND TYPE Tg SPRAY 0 1/2" te SPRAY 3/4" 13 1/2" 1' DRY TYPE' 1" STATE CERTIFICATION TEMP RATING ' o 165* 3:C 2866 4E 350° 500' 41. 1/2" 1" 1/2' 1/2" APPROVAL 'REQUIRED CITY OF TUKWILA tt SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SOX HEAD FINISH ESCUTCH FINSH TEMP OTT • 0 0 oe RASCO RECESSED 1/2" CHR CHR 165 49 RISCO SSU BRZ 165 23 RASCO ssu trt BRZ 165 5 RASCO SSP 1/2" CHR CHR 165 4 Mt - Inn TOTAL 81 QUALITY CONTROL BY , APPROVED FOR FABRICATION BY 'DATE . GENERAL NOTES 1. AU. MATERIAL AND EQUIPMENT TO BE NEW AND Ul. USTED OR FM APPROVED.. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO ENO. 3. EARTHOUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH , NFPA PAMPHLET NO. 13. APPUCABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE ,WITS NFPA PAMPHLET NO. 13. APPLICABLE EDMON. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED. SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION. , 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. B. AU. WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE 4 EQUIPMENT or REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (If REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA TI DESIGNED PER ORDINARY HAZARD PIPE SCHEDULE. EXISTING ROOF SYSTEM DESIGNED TO DELIVER A DENSITY OF .41,4000. NO PIPE NOTES 1. ALL THREADED PIPE TO BE ALLIED XL , , 2. ALL!WELDED PIPE TO BE ALLIED SUPERFLOW. DATE BY ' REVISIONS DESCRIPTION rt It at" rr CONTRACT WITH: SIERRA CONSTRUCTION '16715 NE 79TH ST TUKWILA FIRE DEPARTMENT Please call: 575.4407 ," and give this job MgrgEME SEP 1 ,7 1998 --------------------------- PROJECT NAME: " GART 'SPORTS '17500 SOUTHCENTER PARKWAY., tr Ittb tit FIL „'FIRE PROTECTION, „ 2707 ,70TH' AVENUE EAST 1TEL ' (253) 926-2290 1,0 rr ttrt DESIGNER 1'1, KEN F1S14 0F ret rl 4' 1 kr 17 • FI GUARDIAN SECURITY FILE LIFE AND PROPERTY PROTECTION Seattle • Tacoma • Poulsbo • Bellingham MFG. [CONTROL] AES PARKWAY SUPERCENTER SPORTS AUTHORITY PARKWAY SUPERCENTER TUKWILA, WASHINGTON Fire Alarm System Submittal MODEL# DESCRIPTION 7750-F RF SUBSCRIBER UNIT NOTICE A completed, signed, Tukwila Fire Departmen.. Pre-test Certificate must be presented to the Inspector prior to comrnencemnent of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result int a Re -inspection Fee and temination of the testing. 0 0 ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted stanaaras and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this, acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: (e/Z 8/07 By: /�''� I 1743 First Avenue South Seattle, WA 98134 Tel: 206.622.6545 Fax: 206.341.9928 TUKWILA FIRE DEPARTM Please call: 575.4402 and give this job No. 01-F-f� PAID vio, J Nims � la Frees and exact address for shuts ,,,wn or r9storation anorovet June 26, 2007 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 17_s -07s.- FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 17 45-c2 So��1-r�� i.►TE.iZ 1:31C4...Suite Number: 174�J O Floor: Tenant Name: PIC-4LS S 'c (Z'rj w161 C�po�S I New Tenant? Yes ❑ - No Property Owner's Name: 141 tal C_O i2EALTA/ Mailing Address: 'S/ • aP CONTACT PERSON -if there are questions about the submittal. Name: szDA.v, Company Name: Pt nr/STF t•4s Mailing Address: .a . ! JP 1- City State Zip Day Telephone: ZS 3- 737 - 025' `__ Cit State Zip E-mail Address: 8ro Inc) C�.�i rC�SS' .�v+5twe,5-i-. (.o W\ Fax Number: 253-735- 003 Contractor's City of Tukwila Business License number: B5 - 0c)94r434' Total number of new/relocated devices or sprinkler heads: 1/ 041 Valuation of Project (contractor's bid price): $ —70101:5'o Scope of Work (please provide detailed information): ADLN/12-£ LOCATESPR-it i t TZ {-l"E.& s 'Feer, NE0 IAA L.U/ -€1 S . Li g -At> g--At5e'[->y'yvlS over--. f R- ST - , 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 ORAUTHORIZED AGENT: Signature: Print Name: 1�.1 t'Ail 5 Plan Pennit App.doc Date: S/2� Day Telephone: j63- 737-1OZ6 8/22/14 TFD FP Fonn 8 Fire Systems West, Inc, 206 FRONTAGE ROAD NORTH, SUITE C PACIFIC, WA 98047 (253) 833-1248 FIRE SPRINKLER HYDRAULIC CALCULATIONS FOR Dick's Sporting Goods #1332 Tukwila, WA FSW JOB NO. 2-16-0058 i' 4 Hydraulic Summary Job Number: 1 Report Descriplion: MAIN STOCK RM - CMSA Job 1 Dicks Sporting Goods na,o..: _... �_. 17450 Southcenter Parkway Tukwila, WA THERON DAVIS fireswi 140B1 . ori Tukwila Fire Dept Parkway Supercenter Dicks Sporting Goods - Fire Sprinkler Plan Sys#em, RetitioteArt Moat pcnan.!no 5?rinilrr D. 16.8 K -Factor 78.80 at 22.00 Qc.:rpr"ci' MAIN STOCK RM - CMSA Nit K.. 22.00 Non-. a Ot..c:m41. a »aV.. 15 A euJ < +•r?n & A!f <n o k<ai z � asx kxr<..ita Jct Gc•.is „ NA ku.kr Por 60,,ki. .. 83.33ft' kxnoax ,;n 500.00 Node Flow(gpm) _,..__ 500.00 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS 1 Theron J. Davis 8500.0501-C Level 3 fire Systems i'cstr Inc. FIRE51Nl14 =1 I 1 — .__—..- .___.._... :ccrirf ea. t_+Roia:a - -- 1317-55 .-- ... Z rxi ni_t« e< xatle� :m_. ...,n�.rararp 1817.55 ra n tnn. ti In E 0 00 �.:.,..tno -._._..._ .�-- 28.52 between nodes 123 and 208 4.98 between nodes 1 and 21 ...... __ _._ _.�._ �,..�. .—..... .A.r.. gg �y ExpS es t I I A r Signat Date 12!31. t7 j/✓j r prs 0.60gal 'Jo <xFat.:Y cf c:y Spit 20628.66gal Supplies; 1 Hose Flow Node 1 Name 1 (gEm) Static Residual Flow t Available Total Demand,Required (psi) (Of) OM) 1 (psi) (9pm) i Safety Margin (Psi) 1P1-11) 1 Water Supply I 500.00 1 130.00 20.00 f„ 5600.00L117.14 1 1817.55 66.27 50.87 Contractor 21: Theron Davis Fire Systems West 253-833-1248 206 Frontage Rd N, suite C Pacific. WA 98047 therond@firesystemswest,com /�. tet M.EP.CAO, Inc. AutoSPRINK®• 12 v12.0.48.0 5/1/2017 10:40.43AM Pnge Hydraulic Graph Job Number: 1 Re ort Descri tion: MAIN STOCK RM - CMSA Water Supply at Node 1 150 135 120 • Static Pressure • ,•• 130.00 105 • • • 90 • • .., .• 'FA 75 i i CO to P. a 60 1 1317.55 gir 1 1817.55 @ 66.27 with hose streams \ 45 ----I 30 System . demand curve 15 .••• 1 :•• • :• 800.00 @ 20.00 0 i . , :••• .• .• , iiwiw Hit, (11111:1111111111 1111 111111111 111111111 1 I 1 MIME!!! 1 ill1111 151323°0 3450 4600 5750 5750 6900 8050 9200 10350 11500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Stabs Pressure 130.00 Repel.' Pressure 20.00 @ 5800.00 Mailable Prejsure at Trme of Test 117.14 @ 1817.55 System Demand 66.27 @ 1317.55 System Demand (Includrng Hose Allowance at Source, 66.27 @ 1817.55 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 1040:50AM Page 2 r V Summary Of Outflowing Devices Job Number: 1 Report Description: MAIN STOCK RM - CMSA Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) c3 Sprinkler 201 78.80 78.80 16.8 22.00 Sprinkler 202 79.47 78.80 16.8 22.38 Sprinkler 203 82.28 78.80 16.8 23.99 Sprinkler 204 88.07 78.80 16.8 27.48 Sprinkler 205 81.25 78.80 16.8 23.39 Sprinkler _ 206 81.94 78.80 16.8 23.79 Sprinkler 207 84.83 78.80 16.8 25.50 Sprinkler 208 90.77 78.80 16.8 29.19 Sprinkler 209 87.51 78.80 16.8 27.13 Sprinkler 210 88.37 78.80 16.8 27.67 Sprinkler 211 90.20 78.80 16.8 28.82 Sprinkler 212 91.08 78.80 16.8 29.39 Sprinkler 213 96.97 78.80 16.8 33.31 Sprinkler 214 97.91 78.80 16.8 33.96 Sprinkler 215 98.10 78.80 16.8 34.09 Most Demanding Sprinkler Data M © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10:40:57AM Page 3 I r V Node Analysis Job Number: 1 Report Description: MAIN STOCK RM - CMSA Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -4-0 S, EE(17-6%) 66.27 1317.55 + 201 24-0 Spr(-22.00) 22.00 78.80 202 24-0 Spr(-22.38) 22.38 79.47 203 24-0 Spr(-23.99) 23.99 82.28 204 24-0 Spr(-27.48) 27.48 88.07 205 24-0 Spr(-23.39) 23.39 81.25 206 24-0 Spr(-23.79) 23.79 81.94 207 24-0 Spr(-25.50) 25.50 84.83 208 24-0 Spr(-29.19) 29.19 90.77 209 24-0 Spr(-27.13) 27.13 87.51 210 24-0 Spr(-27.67) 27.67 88.37 _ 211 24-0 Spr(-28.82) 28.82 90.20 212 24-0 Spr(-29.39) 29.39 91.08 213 24-0 Spr(-33.31) 33.31 96.97 214 24-0 Spr(-33.96) 33.96 97.91 215 24-0 Spr(-34.09) 34.09 98.10 18 23-0 E(7-0) 38.02 21 3-0 51.76 37 23-0 T(15-0) 38.51 54 23-0 T(15-0) 38.05 68 23-0 T(15-0) 38.13 123 24-0 T(15-0) 30.92 147 24-0 T(15-0) 29.12 167 24-0 T(15-0) 34.59 402 23-0 E(18-0) 41.511 [M © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10:41:06AM Page 4 l © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10:41:12AM Page 5 Hydraulic Analysis Job Number: 1 Report Description: MAIN STOCK RM - CMSA Pipe Type Diameter Flow Velocity HWC Friction Loss I Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Route 1 CM 2.2030 78.80 6.63 120 0.044334 8-6 Pf 0.38 201 24-0 78.80 16.8 22.00 Sprinkler 1 202 24-0 22.38 8-6 Pe Pv CM 2.2030 158.27 13.32 120 0.161087 10-0 Pf 1.61 202 24-0 79.47 16.8 22.38 Sprinkler 203 24-0 23.99 10-0 Pe Pv CM 2.2030 240.55 20.25 120 0.349469 10-0 Pf 3.49 203 24-0 82.28 16.8 23.99 Sprinkler 204 24-0 27.48 10-0 Pe Pv CM 2.2030 328.62 27.66 120 0.622393 2-71,4 Pf 1.63 204 24-0 88.07 16.8 27.48 Sprinkler 147 24-0 29.12 2-7% Pe Pv RN 3.0680 504.51 21.90 120 0.274141 1-0 Pf 8.50 147 24-0 175.88 29.12 T(15-0), Flow (q) from Route 3 54 23-0 38.05 T(15-0) 30-0 31-0 Pe 0.43 Pv CM 7.9810 1024.58 6.57 120 0.009664 8-4 Pf 0.08 54 23-0 520.07 38.05 Flow (q) from Route 2 68 23-0 38.13 8-4 Pe Pv CM 7.9810 1317.55 8.45 120 0.015389 25-0 Pf 0.38 68 23-0 292.97 38.13 Flow (q) from Route 5 37 23-0 38.51 25-0 Pe Pv CM 7.9810 1317.55 8.45 120 0.015389 176-9% Pf 3.00 37 23-0 38.51 402 23-0 41.51 E(18-0) 18-0 194-9% Pe Pv FM 7.9810 1317.55 8.45 120 0.015389 59-5 Pf 1.58 402 23-0 41.51 21 3-0 51.76 E(18-0), ALV(20-0), PIV(5-0) 43-0 102-5 ;Pe 8.67 Pv UG 10.4000 1317.55 4.98 140 0.003187 401-10% ' Pf 11.48 21 3-0 51.76 1 -4-0 66.27 E(35-1), 2PIV(5-0), BFP(-10.00), S, EE(17-6%) 62-7% 464-6 Pe 3.03 Pv 500.00 Hose Allowance At Source 1 1817.55 sa Route 2 CM 2.2030 81.25 6.84 120 0.046921 8-6 Pf 0.40 Pe Pv 205 24-0 81.25 16.8 23.39 Sprinkler 206 24-0 23.79 8-6 CM 2.2030 163.20 13.74 120 0.170483 10-0 Pf 1.70 Pe Pv 206 24-0 81.94 16.8 23.79 Sprinkler 207 24-0 25.50 10-0 CM 2.2030 248.02 20.88 120 0.369812 10-0 Pf 3.70 Pe Pv 207 24-0 84.83 16.8 25.50 Sprinkler 208 24-0 29.19 10-0 CM 2.2030 338.79 28.52 120 0.658498 2-7% Pf 1.73 Pe Pv 208 24-0 90.77 16.8 29.19 Sprinkler 123 24-0 30.92 2-7% RN 3.0680 520.07 22.57 120 0.289994 1-0 Pf 6.67 Pe 0.43 Pv 123 24-0 181.28 30.92 T(15-0), Flow (q) from Route 4 22-0 18 23-0 38.02 E(7-0) 23-0 CM 7.9810 520.07 3.34 120 0.002756 8-4 Pf 0.02 Pe Pv 18 23-0 38.02 54 23-0 38.05 8-4 +. Route 3 CM 2.2030 87.51 7.37 120 0.053825 10-0 Pf 0.54 209 24-0 87.51 16.8 27.13 Sprinkler , Pe 210 24-0 27.67 10-0 Pv CM 2.2030 175.88 14.80 120 0.195814 7-4% Pf 1.44 210 24-0 88.37 16.8 27.67 Sprinkler Pe 147 24-0 29.12 7-4% Pv Route 4 CM 2.2030 90.20 7.59 120 0.056922 10-0 ; Pf 0.57 211 24-0 90.20 16.8 28.82 Sprinkler Pe 212 24-0 29.39 10-0 'Pv CM 2.2030 181.28 15.26 120 0.207071 7-4%. Pf 1.53 _ _ 212 24-0 91.08 16.8 29.39 Sprinkler Pe 123 24-0 30.92 7-4% Pv Route 5 CM 2.2030 96.97 8.16 120 0.065075 10-0 : Pf 0.65 213 24-0 96.97 16.8 33.31 Sprinkler Pe 214 24-0 33.96 10-0 Pv l © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10:41:12AM Page 5 Hydraulic Analysis Job Number: 1 Report Description: MAIN STOCK RM - CMSA Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream CM 2.2030 194.87 16.40 120 0.236711 2-71/2 2-71/2 Pf 0.62 Pe Pv 214 24-0 97.91 16.8 33.96 Sprinkler 167 24-0 34.59 RN 3.0680 292.97 12.71 120 0.100298 1-0 30-0 31-0 Pf 3.11 Pe 0.43 Pv 167 24-0 98.10 34.59 T(15-0), Flow (q) from Route 6 68 23-0 38.13 T(15-0) Route 6 CM 2.2030 98.10 8.26 120 0.066486 7-4% 7-4% Pf 0.49 Pe Pv 215 24-0 98.10 16.8 34.09 Sprinkler 167 24-0 34.59 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) k C Value Multiplier ll Actual Inside Diameter 4.87 ( Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter ) =Factor Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/2° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [M, ©M.E.P.CAD, Inc. 411AutoSPRINKO 12 v12.0.48.0 5/1/2017 10:41:12AM Page 6 57 Hydraulic Summary Job Number: 1 Report Description: RECEIVING AREA - CMSA Job J. ,IVIDY1 1 .„- Dicks Sporting Goods Des.gn Engl., THERON DAVIS fireswi 140B1 Ph, ! Tukwila Fire Dept Supercenter _, Dicks Sporting Goods - Fire Sprinkler Plan 17450 Southcenter Parkway Tukwila, WAParkway _ _. -;;;;;;:;;•;- — - SysteM. - __ i Remote Area(s) , Nt. n,,r,,&',.;, sr,4,,o.. 16.8 K -Factor 78.80 at 22.00 , o......., 1 RECEIVING AREA - CMSA 1 22.00 1 15 , &r tot. e...a ,,,,,±4lire3P, NA C;;e.E. Pr, .Spe.,Ie: 83.33ft' 500.00 ''fit* s ',„,',:,;;;; Node Flow(gpm) • • I. I I 1 I 1 1 I WASHINGTON STATE — CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS 1 I 1 I 1 1 Theron .1. Davis 8500-0501-C evel 3 Fire Systems -st, inc. FIRESW114018 To.i ,lot. St. tmc 500.00 Syn.. F :OW Oem.r. 1353.00 tae*W.,- 11,61,1j, Vt. 4t.4.0,3 1853.00 totalktalk.0,1•141. totormin 4.P. 0.00 i c- ./ 7_ Expires 1 1 Signature'l Date 12/31117 MI...L. Va.dly.Abovt timunli 28.40 between nodes 162 and 104 L i , • Mr.,...W.10,4144.,-6....n1 5.11 between nodes 1 and 6 0.60gal ,,,,i.e.. capAcov a' Ory Apt: 20628.66ga1 Sipplic0- - ,'• Node 1 Name Hose Flow Wpm) Static i Residual (psi) 1 (psi) Ci, Flow Available Total Demand Required Safety Margin (i)Prn) . (psi) @ (gpm) (psi) (psi) 1 1, WaterSupply 500.00 130.00 20.00 1 5800.00 116.68 1853.00 76.21 40.47 _IL . Contractor 21 Fire Systems West 206 Frontage Rd N, suite C Pacific, WA 98047 ...,, ...„„ Theron D ,P s 253-833-1248 , ... .. ,. therondefiresysternswest.com M.E,P.CAD, inc. AutoSPR1NK® 12 v12.0.48,0 5/1/2017 10:50:40AM Page 1 Hydraulic Graph • Job Number: 1 Water Supply pp y at Node 1 150 1 p� Pressure, psi rp O C J cn of�11 O tJ O Gn O Vi i LIII CI I II I IIliI LD1111111111l1 1h 111111/1 X1111111111111111 L11 11111111111111 ki Itl titr.o lli�i��i if 11 it tl i I 1 S atic Pressure 130.00 1353.00 , @ 76.21 t 1853.00 with hose streams ystem demand curve 800.00 @ 20.00 II t1E1111 I l i l l l III 111111111111111 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E 1 1 1 1 0WkllIII 11502 3450 46005750 6900 8050 9200 10350 11500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static Pressure 130.00 Residual'. Pressure 20.00 @ 5800.00 Available Pressureat Time of Test--" - — -- 116.68@ 1853.00 System Demand 76.21 @ 1353.00 System Demand tlncludmg Hose Allowance at Source) - - - — 76.21 @ 1853.00 .t.F'.I.HU, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10:50:46AM Page 2 Summary Of Outfiowing Devices Job Number: 1 Report Description: RECEIVING AREA - CMSA Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) c Sprinkler 101 78.80 78.80 16.8 22.00 Sprinkler 102 79.59 78.80 16.8 22.44 Sprinkler 103 _ 84.58 78.80 16.8 25.35 Sprinkler 104 94.49 78.80 16.8 31.64 Sprinkler 105 89.49 78.80 16.8 28.37 Sprinkler 106 90.37 + 78.80 16.8 28.93 Sprinkler 107 93.5078.80 16.8 30.97 Sprinkler 108 89.54 78.80 16.8 28.41 Sprinkler 109 90.42+ 78.80 16.8 28.97 Sprinkler 110 93.56 78.80 16.8 31.01 Sprinkler 111 90.73 78.80 16.8 29.17 Sprinkler 112 91.62 78.80 16.8 29.74 Sprinkler 113 90.79 78.80 16.8 29.20 Sprinkler 114 91.68 + 78.80 16.8 29.78 Sprinkler 115 103.84 78.80 16.8 38.21 c> Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10:50:52AM Page 3 Node Analysis Job Number: 1 Report Description: RECEIVING AREA - CMSA Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) :. 1 -4-0 S, E (17-6Y2) 76.21 1353.00 101 24-0 Spr(-22.00) 24-0 Spr(-22.44) 22.00 22.44 78.80 'i 102 79.59 103 24-0 Spre25.35J 25.35 84.58 104 24-0 Spr(-31.64) 31.64 94.49 105 24-0 Spr(-28.37) 28.37 1 89.49 1- 90.37 106 24-0 Spr(-28.93) 28.93 107 24-0 Ser( -30.97) 30.97 93.50 , 108 24-0 24-0 Spr(-28.41) Spr(-28.97) Spr(-31.01) 28.41 28.97 31.01 89.54 I 109 90.42 93.56 110 24-0 111 24-0 Spr(-29.17) 29.17 90.73 112 24-0 Spr(-29.74) Spr(-29.20) Spr(-29.78) Spr�38.21) 29.74 29.20 29.78 38.21 91.62 90.79 91.68 103.84 + 113 24-0 114 24-0 24-0 115 6 3-0 52.95 18 23-0 E(7-0) 64.51 _ 37 23-0 T(15-0) E(18-0) 64.51 39.52 . 58 23-0 69 24-0 T(15-0) 38.30 88 23-0 T(15_0) 1(15-0) 39.19 31.60 98 24-0 124 24-0 T(15-0) Ti15-01 31.56 39.08 - 150 23-0 162 _L 24-0 1 T(15-0) + T(15-01 34.55 39.03 1 182 23-0 230 23-0 , P0(15-0) 39.02 ( , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10:50:57AM Page 4 !E� Hydraulic Analysis Job Number: 1 Report Description: RECEIVING AREA - CMSA Pipe Type Diameter Flow Velocity K -Factor HWC Pt Friction Loss iLength 1Pressure I Eq. Length Summary Total Length Downstream Upstream Elevation Discharge Pn Fittings 4w. Route 1 CM 2.2030 78.80 6.63 120 0.044334 10-0 Pf 0.44 101 24-0 78.80 16.8 22.00 Sprinkler Pe 102 24-0 22.44 10-0 Pv CM 2.2030 158.39 13.33 120 0.161309 11-2 Pf 2.90 102 24-0 79.59 16.8 22.44 Sprinkler, 6-10 Pe 103 24-0 25.35 E(6-10) 18-0 Pv CM 2.2030 242.97 20.45 120 0.355987 10-10 Pf 6.29 103 24-0 84.58 16.8 25.35 Sprinkler, 6-10 Pe 104 24-0 31.64 E(6-10) 17-8 Pv CM 2.2030 337.46 28.40 120 0.653704 4-5',4 Pf 2.91 104 24-0 94.49 16.8 31.64 Sprinkler Pe 162 24-0 34.55 4-51/ Pv RN 3.0680 337.46 14.65 120 0.130279 1-0 Pf 4.04 162 24-0 34.55 T(15-0) 30-0 Pe 0.43 230 23-0 39.02 P0(15-0) 31-0 Pv CM 7.9810 337.46 2.16 120 0.001238 8-10 Pf 0.01 230 23-0 39.02 Pe 182 23-0 39.03 8-10 Pv CM 7.9810 793.16 5.09 120 0.006018 8-1 Pf 0.05 182 23-0 455.70 39.03 Flow (q) from Route 2 Pe 150 23-0 39.08 8-1 Pv CM 7.9810 1249.16 8.01 120 0.013944 8-1 Pf 0.11 150 23-0 456.00 39.08 Flow (q) from Route 3 Pe 88 23-0 39.19 8-1 Pv CM 7.9810 1353.00 8.68 120 0.016163 2-3 Pf 0.33 88 23-0 103.84 39.19 Flow (q) from Route 6 18-0 Pe 58 23-0 39.52 E(18-0) 20-3 Pv FM 7.9810 1353.00 8.68 120 0.016163 215-6 Pf 4.76 58 23-0 39.52 79-0 Pe 8.67 6 3-0 52.95 3E(18-0), ALV(20-0), PIV(5-0) 294-6 Pv UG 10.4000 1353.00 5.11 140 0.003348 2733-01,4 Pf 20.22 6 3-0 52.95 320-8 Pe 3.03 1 -4-0 76.21 8E(35-1), PIV(5-0), BFP(-10.00), 2EE(17-6%), S 3053-9 Pv 500.00 Hose Allowance At Source 1 1853.00 figs Route 2 CM 2.2030 89.49 7.53 120 0.056094 10-0 Pf 0.56 105 24-0 89.49 16.8 28.37 Sprinkler Pe 106 24-0 28.93 10-0 Pv CM 2.2030 179.85 15.14 120 0.204062 10-0 Pf 2.04 106 24-0 90.37 16.8 28.93 Sprinkler Pe 107 24-0 30.97 10-0 Pv CM 2.2030 273.35 23.01 120 0.442691 1-4 Pf 0.59 107 24-0 93.50 16.8 30.97 Sprinkler Pe 124 24-0 31.56 1-4 Pv RN 3.0680 455.70 19.78 120 0.227106 1-0 Pf 7.04 124 24-0 182.35 31.56 _I T(15-0), Flow (q) from Route 4 I 30-0 Pe 0.43 182 23-0 39.03 T(15-0) 31-0 Pv Route 3 CM 2.2030 89.54 7.54 120 0.056160 10-0 Pf 0.56 108 24-0 89.54 16.8 28.41 Sprinkler Pe 109 24-0 28.97 10-0 Pv CM 2.2030 179.97 15.15 120 0.204305 10-0 Pf 2.04 109 24-0 90.42 16.8 28.97 Sprinkler Pe 110 24-0 31.01 10-0 Pv CM 2.2030 273.5.2 23.02 120 0.443217 1-4 Pf 0.59 110 24-0 93.56 16.8 31.01 Sprinkler Pe 98 24-0 31.60 1-4 Pv RN 3.0680 456.00 19.79 120 0.227376 1-0 Pf 7.05 98 24-0 182.47 31.60 T(15-0), Flow (q) from Route 5 30-0 Pe 0.43 150 23-0 39.08 T(15-0) 31-0 Pv Route 4 CM 2.2030 90.73 7.64 120 0.057547 10-0 Pf 0.58 111 24-0 90.73 16.8 29.17 Sprinkler Pe 112 24-0 29.74 10-0 ,Pv CM 2.2030 182.35 15.35 120 0.209346 8-8 Pf 1.82 112 24-0 91.62 16.8 29.74 _ Sprinkler Pe 124 24-0 31.56 8-8 Pv .r. Route 5 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10:51:03AM Page 5 r Hydraulic Analysis Job Number: 1 Report Description: RECEIVING AREA - CMSA Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Upstream Total Length CM 2.2030 90.79 7.64 120 0.057616 10-0 Pf 0.58 113 24-0 90.79 16.8 29.20 Sprinkler 114 24-0 29.78 Pe 10-0 Pv CM 2.2030 182.47 15.36 120 0.209594 8-8 Pf 1.82 114 24-0 91.68 16.8 29.78 Sprinkler 98 24-0 31.60 Pe 8-8 Pv w Route 6 CM 2.2030 103.84 8.74 120 0.073871 1-4 Pf 0.10 Pe 1-4 ;Pv 115 24-0 103.84 16.8 38.21 Sprinkler 69 24-0 38.30 RN 3.0680 103.84 4.51 120 0.014722 1-0 30-0 31-0 Pf 0.46 Pe 0.43 Pv 69 24-0 38.30 T(15-0) 88 23-0 39.19 T(15-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier + Actual Inside Diameter 4.87 ( ) Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 =Factor Schedule 40 Steel Pipe Inside Diameter Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe _ UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ( © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10,51:03AM Page 6 tr ydraullcSumma' Job Number: 1 Report Description: GOLF STOCK ROOM- CMSA Dicks Sporting Goods 17450 Southcenter Parkway Tukwila, WA I THERON DAVIS j S:a9 C :.xvti <t2s��t. fireswi 140B1 Tukwila Fire Dept Parkway Supercenter Dicks Sporting Goods - Fire Sprinkler Plan SySterri ' 16.8 K -Factor 78.80 at 22.00 500.00 Node 500.00 828.87 0.00 28.33 bets ..______...._...__.___. 3.-1.3 betmeF., 1 nc. 0.60g al GOLF STOCK ROOM - CMSA Flow(gpm) 28.87 NA • n nodes 448 and 410 S€ippties Node Name Hose Flow (ppm) 20628.66ga1 Static (psi) Residual V Flow (psi) (gpm) 1 Water Supply ,..1 500.00 130.00 1 20.00 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Theron J. Davis 8500-0501-C Level 3 I Fire Systems i eat, Inc. FlRESW1140; ft -1 t `Signatu Date Expires I 12131117. I Available ;� Total Demand (psi) (UT) Required Safety Margin (Psi) (Psi) 5800 122.80 1328.87 23.97 Contractor 21 Theron Davis 251-833-1245 Pec;fitr. WA 98047 therond rJfiresysteriswest.corn q AutoSPRINKCC 12 v12.0.48 `: 51112017 1., Page 1 Hydraulic Graph Job Number: 1 Report Description: GOLF STOCK ROOM- CMSA Water Supply at Node 1 150 135 1 120 ,Static Pressure 130.00 105 1 I 1 90 i 828.87 ;:� 93.97 1328.87 with hose streams N a J75 60 45 ystem demand F curve 30 - 15 800.00 @ 20,00 t _^ 0 ar iilmilllimili Iii L uii ii,i Ilii 1111 1111 1111 1 1 1 1 1 1 E 1 1. 1 1 1 1 8 11 1 1 1 1 3 1± 1 8 1 1 1 1 E 1 91 3450 ' 5750 6900 8050 9200 10350 11500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static Pressure 130.00 Residual Pressure 20.00 @ 5800.00 Available Pressure at Time of Test 122.80 @ 1328.87 system Demand 93.97 @ 828.87 Svsrem Demand tlecludmg Hose Allowance at Source) 93.97 @ 1328.87 (4., © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10:57:00AM Page 2 s Summary Of Outflowing Devices Job Number: 1 Report Description: GOLF STOCK ROOM - CMSA Device Actual Flow (9pm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler Sprinkler Sprinkler Sprinkler 403 404 405 407 78.80 84.23 83.66 84.95 Sprinkler 409 Sprinkler 411 89.67 78.80 78.80 78.80 78.80 78.80 90.09 78.80 Sprinkler 412 105.38 Sprinkler Sprinkler 414 105.52 78.80 78.80 416 106.57 78.80 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 22.00 25.14 24.80 25.57 28.49 28.76 39.35 39.45 40.24 c Most Demanding Sprinkler Data h, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10:57:07AM Page 3 I t Node Analysis Job Number: 1 Report Description: GOLF STOCK ROOM - CMSA Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -4-0 S, EE(17-61/2) 93.97 L 828.87 403 24-0 Spr(-22.00) 22.00 78.80 404 24-0 Spr(-25.14) 25.14 pr24.80) 24.80 84.23 83.66 405 i 24-0 407 24-0 Spr(-25.57) Spr(-28.49) Spr(-28.76) 25.57 84.95 409 24-0 28.49 28.76 89.67 90.09 411 24-0 412 24-0 Spr(-39.35) + 39.35 105.38 414 24-0 Spr(-39.45) 39.45 105.52 416 24-0 Spr(-40.24) 40.24 106.57 18 23-0 E(7 -0J 72.08 79.52 22 3-0 37 23-0 T(15-0) 72.08 406 24-0 Spr 38.24 r Sprinkler 410 24-0 Spr 35.29 Sprinkler 49.87 Sprinkler 413 24-0 24-0 Spr 415 Spr T(8-8%) 46.80 Sprinkler 38.03 Sprinkler 417 24-0 418 23-0 T(10:0) T(8-0) i_ 54.45 Sprinkler 51.47 Sprinkler 419 24-0 420 24-0 Spr T(6-7Yz) 47.73 Sprinkler 32.781 Sprinkler 446 24-0 447 23-0 T(10-0) T(8-0) 54.88 51.39 Sprinkler Sprinkler _ 448 24-0 465 24-0 T(6-7%) 29.89 t Sprinkler 466 23-0 T(10-0) 55.69 Sprinkler 467 24-0 T(8-0) 52.54 Sprinkler 482 23-0 T(10-0) T(8-0) 57.44 55.86 _ Sprinkler Sprinkler 483 24-0 499 23-0 T(10-0) 59.62 Sprinkler 500 24-0 T(6-0) 58.05 60.78 59.18 Sprinkler } Sprinkler 514 23-0 24-0 T(10-0) T(6-0) 515 Sprinkler 523 23-0 T(20-0) 70.17 Sprinkler [fin, ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10:57:12AM Page 4 Hydraulic Analysis Job Number: 1 Report Description: GOLF STOCK ROOM - CMSA Pipe Type Diameter Flow Velocity HWC Pt Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pn Fittings Route 1 BL 1.4080 78.80 16.24 120 0.392212 8-0 N 3.14 403 24-0 78.80 16.8 22.00 Sprinkler Pe 404 24-0 25.14 8-0 Pv BL 1.6390 163.03 24.79 120 0.718380 4-10% Pf 12.89 404 24-0 84.23 16.8 25.14 Sprinkler, 13-1 Pe 417 24-0 38.03 E(4-4%), T(8-8%) 17-11% Pv BL 1.6100 163.03 25.69 120 0.783632 9-2 Pf 13.44 417 24-0 38.03 8-0 Pe 419 24-0 51.47 T(8-0) 17-2 Pv RN 2.0670 163.03 15.59 120 0.232084 1-0 Pf 2.55 419 24-0 51.47 10-0 Pe 0.43 418 23-0 54.45 T(10-0) 11-0 Pv CM 3.0680 163.03 7.08 120 0.033913 12-8 Pf 0.43 418 23-0 54.45 Pe 447 23-0 54.88 12-8 Pv CM 3.5480 342.79 11.12 120 0.066075 12-3 Pf 0.81 447 23-0 179.76 54.88 Flow (q) from Route 4 Pe 466 23-0 55.69 12-3 Pv CM 3.5480 511.40 16.60 120 0.138495 12-7 Pf 1.74 466 23-0 168.61 55.69 Flow (q) from Route 2 Pe 482 23-0 57.44 12-7 Pv CM 3.5480 616.78 20.01 120 0.195872 11-2 N 2.19 482 23-0 105.38 57.44 Flow (q) from Route 6 Pe 499 23-0 59.62 11-2 Pv CM 4.0260 722.30 18.20 120 0.141757 8-2 Pf 1.16 499 23-0 105.52 59.62 Flow (q) from Route 7 Pe 514 23-0 60.78 8-2 Pv CM 4.0260 828.87 20.89 120 0.182861 11-4 N 9.39 514 23-0 106.57 60.78 Flow (q) from Route 8 40-0 Pe 523 23-0 70.17 2E(10-0), T(20-0) 51-4 Pv FM 7.9810 828.87 5.32 120 0.006529 43-11 Pf 0.68 523 23-0 70.17 61-0 Pe 8.67 22 3-0 79.52 2E(18-0), ALV(20-0), PIV(5-0) 104-11 Pv UG 10.4000 828.87 3.13 140 0.001352 729-1 N 11.42 22 3-0 79.52 317-8% Pe 3.03 1 -4-0 93.97 6E(35-1), 2PIV(5-0), T(79-8%), BFP(-10.00), S, EE(17-6%) 1046-9% Pv 500.00 Hose Allowance At Source 1 1328.87 Route 2 BL 1.4080 83.66 17.24 120 0.438109 5-0 Pf 5.10 405 24-0 83.66 16.8 24.80 Sprinkler, 6-7% Pe 465 24-0 29.89 T(6-7%) 11-7% Pv BL 1.6390 168.61 25.64 120 0.764479 10-11 Pf 8.35 465 24-0 84.95 29.89 Flow (q) from Route 3 Pe 406 24-0 38.24 10-11 Pv BL 1.6100 168.61 26.57 120 0.833918 9-2 Pf 14.30 406 24-0 5.6 38.24 8-0 Pe 467 24-0 52.54 T(8-0) 17-2 Pv RN 2.0670 168.61 16.12 120 0.246977 1-0 Pf 2.72 467 24-0 52.54 10-0 Pe 0.43 466 23-0 55.69 T(10-0) 11-0 Pv Route 3 BL 1.4080 84.95 17.50 120 0.450713 3-0 Pf 4.33 407 24-0 84.95 16.8 25.57 Sprinkler, 6-7% Pe 465 24-0 29.89 T(6 -7'A) 9-7 Pv Route 4 BL 1.4080 89.67 18.48 120 0.498102 2-0 Pf 4.29 409 24-0 89.67 16.8 28.49 Sprinkler, 6-7% Pe 446 24-0 32.78 T(6-7%) 8-7% Pv BL 1.6390 179.76 27.34 120_ 0.860657 2-11 N 2.52 446 24-0 90.09 32.78 _ _ Flow (q) from Route 5 Pe 410 24-0 35.29 2-11 Pv BL _ 1.6100 179.76 28.33 120 0.938831 9-2 Pf 16.10 410 24-0 5.6 35.29 8-0 Pe 448 24-0 51.39 T(8-0) 17-2 Pv RN 2.0670 179.76 17.19 120 0.2780.49 1-0 Pf 3.06 448 24-0 __. 51.39 10-0 Pe 0.43 447 23-0 54.88 T(10-0) 11-OIPv Route 5 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10:57:17AM Page 5 A A © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10:57:17AM Page 6 Hydraulic Analysis Job Number: 1 Report Description: GOLF STOCK ROOM - CMSA Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Upstream Pn Fittings BL 1.4080 90.09 18.56 120 0.502499 8-0 8-0 Pf 4.02 Pe Pv 411 24-0 90.09 16.8 28.76 446 24-0 32.78 Sprinkler sar Route 6 BL 1.4080 105.38 21.71 120 0.671566 12-4'/3 3-3% 15-8 Pf 10.52 Pe Pv 412 24-0 105.38 16.8 39.35 413 24-0 49.87 Sprinkler, E(3-3%) BL 1.6100 105.38 16.61 120 0.349576 9-2 8-0 17-2 Pf 5.99 Pe Pv 413 24-0 5.6 49.87 483 24-0 55.86 T(8-0) RN 2.0670 105.38 10.08 120 0.103532 1-0 10-0 11-0 Pf 1.14 Pe 0.43 Pv 483 24-0 55.86 482 23-0 57.44 T(10-0) Route 7 BL 1.4080 105.52 21.74 120 0.673180 10-11 10-11 Pf 7.35 Pe Pv 414 24-0 105.52 16.8 39.45 415 24-0 46.80 Sprinkler BL 1.3800 105.52 22.63 120 0.742361 9-2 6-0 15-2 Pf 11.25 Pe Pv 415 24-0 5.6 46.80 500 24-0 58.05 T(6-0) RN 2.0670 105.52 10.09 120 0.103781 1-0 10-0 11-0 Pf 1.14 Pe 0.43 Pv 500 24-0 58.05 499 23-0 59.62 T(10-0) air Route 8 BL 1.4080 106.57 21.96 120 0.685665 10-11 10-11 Pf 7.49 Pe Pv 416 24-0 106.57 16.8 40.24 420 24-0 47.73 Sprinkler BL 1.3800 106.57 22.86 120 0.756129 9-2 6-0 15-2 Pf 11.45 Pe Pv 420 24-0 5.6 47.73 515 24-0 59.18 T(6-0) RN 2.0670 106.57 10.19 120 0.105706 1-0 10-0 11-0 Pf 1.16 Pe 0.43 Pv 515 24-0 59.18 514 23-0 60.78 T(10-0) Equivalent Pipe Lengths of Valves and Fittings (C-120 only) C Value Multiplier r Actual Inside Diameter l4.87 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10:57:17AM Page 6 414 Hydraulic Analysis Job Number: 1 Report Description: GOLF STOCK ROOM - CMSA Pipe Type Diameter Flow Velocity Downstream Elevation Discharge K -Factor Upstream HWC Friction Loss Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BalV BFP BV C cplg Cr CV DelV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GloV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV Z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11'/,° Elbow 22%0 Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap U Ek„© M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 10:57:17AM Page 7 t.1 06,4 Hydraulic Summary Job Number: 1 Report Description. SALES FLOOR Job 1 Dicks Sporting Goods ,.......... THERON DAVIS ..trrta C.1,fr,11.0.,.n.1.4.4,. fireswi 14081 17450 Southcenter Parkway Tukwila Fire Dept Tukwila, WA .i., iJ-•,ft ...,,, Parkway Supercenter ara..+1 lbw. Dicks Sporting Goods - Fire Sprinkler Plan System RemoleAre ( )":J. Ult! be.iarvAg f;p..01». Mu 5.6 K -Factor 15.50 at 7.66 250.00 t,dd,,cnsi H., Supn,. Node Flow(cibril) 0,...sa,cy SALES FLOOR Densay 0.18gpm/ft2 r,,,,,,bm Of 6p11.1or. ...skt..1,,-4 30 .kit Ituttlx Mg, 2500.00W (Actual 2558.70W) Coven., 86.11W 1.,Pwal.flee..ta, Netaaro FV4 Funlicllii..{.4)Xucanml Trs MrseRe'rtte, A, a Right: 33.29 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS I Theron J. Davis 250.00 8500-0501-C Le -13 Fire Systems We, no. 490,70 740.70 FIRESWI140B1 ' - -- .11. . i-7 Expires i ' ' I 0.00 Signature Date 6.58 between nodes 341 and 401 1.85 between nodes 1 and S iJ.,1,,,,,, top.a,,i ot 0., S,p-to. 0.60gal 20628.66ga1 Supplies' Node j Name Hose Flow (gprii) Static Residual Flow (Psi) (Psi) (gpin) Available Total Demand (Psi) (c/Pm) Required (Psi) Safety Margin (Psi) 1,,_ Water Supply ,,_, 250.00 130.00 ; 20.00 i 5800.00 I 127.56 I 740.70 34.47 93.08 Contractor 21 : Theron Davis ., _.• , - . • .,,,,,,,,, ., Fee Systens west 253-833-1246 . . J.,.... , 206 Frontage Rd N. suite C Pacific, WA 98047 therond@firesystemswest.com (4) Ail.11 P.CAD 401AuloSPRINKO 12 v12.0.48.0 5/1/2017 11:14:50AM Page 1 1 Hydraulic Graph Job Number: 1 Report Description: SALES FLOOR Water Supply at Node 1 150 135 :Static 1 Pressure 130.00 120 105 - 90 .N - o. - 75 _ In - V) 4) - d - 60 45 - 30 490.70 @ 34.47 740.70 with hose streams _System 15 demand curve 800,00 @ 20.00 j 0 IHl.11li Dlll'11W I l l i 1 I I I 1 i 1 1 1 MI t III I I II MI t I 1 1 1 1 1 Il II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I E! i I 1 f E I 915023W 3450 4600 5750 6900 8050 9200 10350 11500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static Pressure 130.00 Res,dual Pressure -_ 20.00 @ 5800.00 Available Pressure at Time of Test 127.56 @ 740.70 System Demand 34.47 @ 490.70 System Demand Ilncludmg Hose Alio wance at Sou cel 34.47 @ 740.70 [� © M.E.P.CAD, Inc. 4,0 AutoSPRINK® 12 v12.0.48.0 5/1/2017 11:14:56AM Page 2 Summary Of Outflowing Devices Job Number: 1 Report Description: SALES FLOOR Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) c Sprinkler 301 15.50 15.50 5.6 7.66 Sprinkler 302 15.81 15.50 5.6 7.97 Sprinkler 303 _ 16.18 15.50 5.6 8.35 Sprinkler 304 16.42 15.50 5.6 8.60 Sprinkler 305 15.56 15.50 5.6 7.72 Sprinkler 306 15.87 15.50 5.6 8.04 Sprinkler 307 16.25 15.50 5.6 8.42 Sprinkler 308 16.49 15.50 5.6 8.67 Sprinkler 309 15.60 15.50 5.6 7.76 Sprinkler 310 15.92 15.50 5.6 8.08 Sprinkler 311 16.29 15.50 5.6 8.46 Sprinkler 312 16.53 15.50 5.6 8.71 Sprinkler 313 15.65 15.50 5.6 7.81 Sprinkler 314 15.96 15.50 5.6 8.13 Sprinkler 315 16.34 15.50 5.6 8.52 Sprinkler 316 16.58 15.50 5.6 8.76 Sprinkler 317 15.69 15.50 5.6 7.85 Sprinkler 318 16.01 15.50 5.6 8.17 Sprinkler 319 16.39 15.50 5.6 8.56 Sprinkler 320 16.62 15.50 5.6 8.81 Sprinkler 321 16.78 15.50 5.6 8.97 -1-- Sprinkler 322 16.81 15.50 5.6 9.01 Sprinkler 323 16.84 15.50 5.6 9.05 Sprinkler 324 16.88 15.50 5.6 9.08 Sprinkler 325 16.89 15.50 5.6 9.09 Sprinkler 326 16.92 15.50 5.6 9.13 Sprinkler 327-16.94 15.50 5.6 9.15 Sprinkler 328 16.97 15.50 5.6 9.18 Sprinkler 329 16.98 15.50 5.6 9.20 Sprinkler 330 17.02 15.50 5.6 9.23 c Most Demanding Sprinkler Data M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 11:15:03AM Page 3 41, Node Analysis Job Number: 1 Report Description: SALES FLOOR Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 + -4-0 S, EE(17-6'/�) 34.47 490.70 301 24-0 Sprf 7.6)_ 7.66 15.50 302 24-0 4r(_7.97) 7.97 15.81 303 24-0 Spr(-8.35) 8.35 16.18 304 24-0 Sir( -8.60) 8.60 16.42 305 24-0 Spr(-7.72) 7.72 15.56 306 24-0 Spr(-8.04) 8.04 15.87 307 24-0 Spr(-8.42) 8.42 16.25 308 24-0 41-C-8.671 8.67 16.49 309 24-0 Spr(-7.76) 7.76 15.60 310 24-0 Spr(-8.08) 8.08 15.92 311 24-0 Spr(-8.46) 8.46 16.29 312 24-0 Spr(-8.71) 8.71 16.53 313 24-0 Spr(-7.81) 7.81 15.65 314 24-0 Spr(-8.13) 8.13 15.96 315 24-0 Spr(-8.52) 8.52 16.34 316 24-0 Spr(-8.76) 8.76 16.58 317 24-0 Spr(-7.85) 7.85 15.69 318 24-0 Spr(-8.17) 8.17 16.01 319 24-0 Spr(-8.56) 8.56 16.39 320 24-0 Spr(-8.81) 8.81 16.62 321 24-0 Spr(-8.97) 8.97 16.78 322 ]_ 24-0 Spr(-9.01) 9.01 16.81 323 24-0 Spr(-9.05) 9.05 16.84 324 24-0 Spr(-9.08) 9.08 16.88 325 24-0 Spr(-9.09) 9.09 16.89 326 24-0 Spr(-9.13) 9.13 16.92 + 327 24-0 Sir( -9.15) 9.15 16.94 328 + 24-0 Spr(-9.18) 9.18 16.97 329 24-0 Spr(-9.20) 9.20 16.98 330 24-0 Spr(-9.23) 9.23 17.02 6 3-0 19.87 18 23-0 E(7-0) 22.77 37 23-0 T(15-0) 22.77 75 23-0 T(35-0) 10.68 333 23-0 T(12-0) 10.34 L 341 23-0 _ T(12-0) 10.26 350 23-0 1(12-0) 10.21 365 23-0 T(12-0) 10.13 372 23-0 T(15-0) 10.03 379 23-0 E(7-0) 9.97 401 24-0 T(10-0) 9.33 408 24-0 TO10-0) 9.28 422 24-0 T(10-0) 9.20 426 i 24-0 T(10-0) 9.38 430 24-0 T(10-0) 9.43 i L © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 11:15:10AM Page 4 Hydraulic Analysis Job Number: 1 Report Description: SALES FLOOR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length 'Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn • Fittings was Route 1 BL 1.3800 15.50 3.32 100 0.029925 10-4 Pf 0.31 301 24-0 15.50 5.6 7.66 Sprinkler Pe 302 24-0 7.97 10-4 Pv BL 1.6100 31.31 4.93 120 0.037018 10-4 Pf 0.38 302 24-0 15.81 5.6 7.97 Sprinkler Pe 303 24-0 8.35 10-4 Pv BL 2.0670 47.49 4.54 120 0.023699 10-4 Pf 0.24 303 24-0 16.18 5.6 8.35 Sprinkler Pe 304 24-0 8.60 10-4 Pv BL 2.0670 63.91 6.11 120 0.041049 4-9 Pf 0.61 304 24-0 16.42 5.6 8.60 Sprinkler, 10-0 Pe 422 24-0 9.20 T(10-0) 14-9 Pv RN 2.4690 97.50 6.53 120 0.037734 1-0 Pf 0.49 422 24-0 33.58 9.20 Flow (q) from Route 6 12-0 Pe 0.43 365 23-0 10.13 T(12-0) 13-0 Pv CM 5.0470 294.66 4.73 120 0.008977 8-8 Pf 0.08 365 _ 23-0 197.16 10.13 Flow (q) from Route 4 Pe 350 23-0 10.21 8-8 Pv CM 6.0650 392.55 4.36 120 0.006237 8-2 Pf 0.05 350 23-0 97.89 10.21 Flow (q) from Route 2 Pe 341 23-0 10.26 8-2 Pv CM 6.0650 490.70 5.45 120 0.009425 8-4 Pf 0.08 341 23-0 98.15 10.26 Flow (q) from Route 3 Pe 333 23-0 10.34 8-4 Pv CM 7.9810 490.70 3.15 120 0.002475 102-6 Pf 0.34 333 23-0 10.34 35-0 Pe 75 23-0 10.68 T(35-0) 137-6 Pv FM 7.9810 490.70 3.15 120 0.002475 134-5% Pf 0.53 75 23-0 10.68 79-0 Pe 8.67 6 3-0 19.87 3E(18-0), ALV(20-0), PIV(5-0) 213-5% Pv UG 10.4000 490.70 1.85 140 0.000513 2733-0% Pf 11.57 6 3-0 19.87 320-8 Pe 3.03 1 -4-0 34.47 8E(35-1), PIV(5-0), BFP(-10.00), 2EE(17-6%), S 3053-9 Pv 250.00 Hose Allowance At Source 1 740.70 was Route 2 BL 1.3800 15.56 3.34 100 0.030151 10-4 Pf 0.31 305 24-0 15.56 5.6 7.72 Sprinkler Pe 306 24-0 8.04 10-4 Pv BL 1.6100 31.44 4.95 120 0.037297 10-4 Pf 0.39 306 24-0 15.87 5.6 8.04 Sprinkler P e 307 24-0 8.42 10-4 Pv BL 2.0670 47.69 4.56 120 0.023877 10-4 Pf 0.25 307 24-0 16.25 5.6 8.42 Sprinkler Pe 308 24-0 8.67 10-4 Pv BL 2.0670 64.17 6.14 120 0.041358 4-9 Pf 0.61 308 24-0 16.49 5.6 8.67 Sprinkler, 1 10-0 Pe 408 24-0 9.28 T(10-0) 14-9 'Pv RN 2.4690 97.89 6.56 120 0.038016 i 1-0 Pf 0.49 408 24-0 33.72 9.28 Flow (q) from Route 7 12-0 Pe 0.43 350 23-0 10.21 T(12-0) 13-0 Pv Route 3 BL 1.3800 15.60 3.35 100 0.030299 10-41Pf 0.31 309 _ 24-0 15.60 5.6 7.76 Sprinkler Pe 310 24-0 8.08 10-4',Pv BL 1.6100 31.52 4.97 120 0.037480 10-4 I Pf 0.39 310 24-0 15.92 5.6 8.08 Sprinkler Pe 311 24-0 8.46 10-4 IPv BL 2.0670 47.81 4.57 120 0.023994 10-4 Pf 0.25 311 24-0 16.29 5.6 8.46 Sprinkler Pe 312 24-0 8.71 10-4 Pv BL 2.0670 64.34 6.15 120 0.041559 4-9 Pf 0.61 312 24-0 _ _ 16.53 5.6 8.71 Sprinkler, 10-0 Pe 401 24-0 9.33 T(10-0) 14-9 Pv RN _ _ 2.4690 98.15 6.58 120 0.038201 1-0 Pf 0.50 401 24-0 33.81 9.33 Flow (q) from Route 8 12-0 Pe 0.43 341 23-0 10.26 T(12-0) 13-0 Pv «»+ Route 4 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 5/1/2017 11:15:15AM Page 5 d •. P Report Description Job Number: 1 SALES FLOOR _ Pipe Type Downstream Upstream Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Elevation Discharge K -Factor Pt Pn Fittings BL 1.3800 15.65 3.36 100 0.030467 10-4 Pf 0.31 313 24-0 15.65 5.6 7.81 Sprinkler Pe 314 24-0 8.13 10-4 Pv BL 1.6100 31.61 4.98 120 0.037687 10-4 N 0.39 314 24-0 15.96 5.6 8.13 Sprinkler Pe 315 24-0 8.52 10-4 Pv BL 2.0670 47.96 4.59 120 0.024126 10-4 Pf 0.25 315 24-0 16.34 5.6 8.52 Sprinkler Pe 316 24-0 8.76 10-4 Pv BL 2.0670 64.53 6.17 120 0.041788 4-9 Pf 0.62 316 24-0 16.58 5.6 8.76 Sprinkler, _ 10-0 Pe 426 24-0 9.38 T(10-0) 14-9 Pv RN 3.0680 98.44 4.27 120 0.013337 1-0 Pf 0.21 426 24-0 33.91 9.38 Flow (q) from Route 9 15-0 Pe 0.43 372 23-0 10.03 T(15-0) 16-0 Pv CM 4.0260 197.16 4.97 120 0.012833 7-9 N 0.10 372 23-0 98.72 10.03 Flow (q) from Route 5 Pe 365 23-0 10.13 7-9 Pv .a• Route 5 BL 1.3800 15.69 3.37 100 0.030625 J 10-4 N 0.32 317 24-0 15.69 5.6 7.85 Sprinkler Pe 318 24-0 8.17 10-4 Pv BL 1.6100 31.70 5.00 120 0.037882 10-4 Pf 0.39 318 24-0 16.01 5.6 8.17 Sprinkler Pe 319 24-0 8.56 10-4 Pv BL 2.0670 48.09 4.60 120 0.024251 10-4 Pf 0.25 319 24-0 16.39 5.6 8.56 Sprinkler Pe 320 24-0 8.81 10-4 Pv BL 2.0670 64.71 6.19 120 0.042004 4-9 Pf 0.62 320 24-0 16.62 5.6 8.81 Sprinkler, 10-0 Pe 430 24-0 9.43 T(10-0) 14-9 Pv RN 3.0680 98.72 4.28 120 0.013405 1-0 Pf 0.11 430 24-0 34.00 9.43 Flow (q) from Route 10 7-0 Pe 0.43 379 23-0 9.97 E(7-0) 8-0 Pv CM 3.5480 98.72 3.20 120 0.006605 8-2% N 0.05 379 23-0 9.97 j Pe 372 23-0 10.03 8-2'/z Pv Route 6 BL 2.0670 16.78 1.60 120 0.003456 10-4 Pf 0.04 321 24-0 16.78 5.6 8.97 Sprinkler Pe 322 24-0 9.01 10-4 Pv BL ___ 2.0670 33.58 3.21 120 0.012483 5-7 Pf 0.19 322 24-0 16.81 5.6 9.01 Sprinkler, 10-0 Pe 422 24-0 9.20 T(10-0) 15-7 Pv Route 7 BL 2.0670 16.84 1.61 120 0.003482 10-4 Pf 0.04 323 24-0 16.84 5.6 9.05 Sprinkler Pe 324 24-0 9.08 10-4 Pv _ BL 2.0670 33.72 3.22 120 0.012576 5-7' Pf 0.20 324 24-0 16.88 5.6 9.08 Sprinkler, 10-0 Pe 408 24-0 9.28 T(10-0) 15-7 ,Pv c. Route 8 BL 2.0670 16.89 1.61 120 0.003499 10-4'Pf 0.04 325 24-0 16.89 5.6 9.09 Sprinkler Pe 326 24-0 9.13 10-4 Pv BL 2.0670 33.81 3.23 120 0.012637 5-7 Pf 0.20 326 24-0 16.92 5.6 9.13 Sprinkler, 10-0 Pe 401 24-0 9.33 T(10-0) 15-7 ,Pv cs Route 9 2.0670 16.94 1.62 120 0.003518 10-4: Pf 0.04 _BL 327 24-0 16.94 5.6 9.15 Sprinkler !Pe 328 24-0 9.18 I 10-4 ;13v BL 2.0670 33.91 3.24 120 0.012706 5-7 : Pf 0.20 328 24-0 16.97 _ 5.6 9.18 _ Sprinkler, 10-0 i Pe 426 24-0 9.38 T(10-0) 15-7 Pv as Route 10 BL 2.0670 16.98 1.62 120 0.003536 10-41Pf 0.04 329 24-0 16.98 5.6 9.20 _ Sprinkler I Pe 330 24-0 9.23 10-4;Pv BL 2.0670 34.00 3.25 120 0.012771 5-7 :Pf 0.20 330 24-0 17.02 5.6 9.23 Sprinkler, 10-0 :Pe 430 24-0 9.43 T(10-0) 15-7 IPv E, © M.E.P.CAD, Inc. i AutoSPRINK® 12 v12.0.48.0 5/1/2017 11:15:15AM Page 6 Hydraulic Analysis Job Number: 1 Report Description: SALES FLOOR Pp_pe Diameter Flow Velocity HWC Downstream Elevation Discharge K -Factor Pt Upstream Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor C Value Multiplier Value Of C 100 130 Multiplying Factor 0.713 1.16 140 1.33 150 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BalV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GloV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11Y.° Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap © M.E.P.CAD, Inc. 1` AutoSPRINK® 12 v12.0.48.0 5/1/2017 11:15:15AM Page 7 /77$) Sc f47_ Fire Systems West, Inc. 206 FRONTAGE ROAD NORTH, SUITE C PACIFIC, WA 98047 (253) 833-1248 FIRE SPRINKLER SEISMIC CALCULATIONS FOR DICK'S SPORTING GOODS TUKWILA, WA WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Theron J. Davi 8600-0501-C Fire System FIRESWI1d jl.evel 3 est, Inc. Signa `/ 9- 1 - 1 1 ExpIrea Date 12/11171 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 SB-1 FAX: Brace Information Seismic Brace Attachments Length of Brace: 10-6 Diameter of Brace: 1 Structure Attachment Fitting or Tension-only Bracing System Make: Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Type of Brace: Pipe, Schedule 40 Angle of Brace: 60° Least Radius of Gyration:* 0.42" L/R Value:" 300 Maximum Horizontal Load: 7131b Ooz Listed Load Rating: 27651b 0oz Adjusted Load Rating:23931b 15oz Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model:(Fig. 1001) UL Listed Sway Brace Att Listed Load Rating: 20151b Ooz Adjusted Load Rating:17441b 9'/zoz Seismic Brace Assembly Detail (Provide Detail On Plans) (nttig. M. Listed Sway Brace / x 3Y: Through-BW achment (Fig. 980) Universal Swire) Sway Brace Attachment t Pipe, Schedule 40 Brace Identification Number SB-1 (to be shown on plan) Lateral Brace Fastener Information Orientation of Connecting Surface: NFPA Type "I" Fastener Construction Type: Wood Type: Through-Bolt Size: % x 3'% Length (in wood): 0-0 Maximum Load: 7301b Ooz Sprinkler System / ` Cp = Load Calculation (Fpw = CpWp) 0.64 Diameter Description Unit Quantity Quantity Unit Weight Weight (Wp) 8 Pipe, Schedule 40 16-0 16-0 471b 11%oz 7631b 3'/<oz Subtotal Weight (Wp) 7631b 3%oz Wp x 1.150000 8771b 11oz Total Load (Fpw) 561lb 11%oz © M.E.P.CAD, Inc. AutoSPRINKO 12 v12.0.48.0 9/1/2017 3:48:11 PM Page 1 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 S B-2 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Diameter of Brace: 1 Structure Attachment Fitting or Tension -only Bracing System Make: Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Type of Brace: Pipe, Schedule 40 Angle of Brace: 60° Least Radius of Gyration:* 0.42" L/R Value:* 200 Maximum Horizontal Load: 16041b Ooz Listed Load Rating: 2765lb Ooz Adjusted Load Rating:23931b 15oz Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model:(Fjg. 1001) UL Listed Sway Brace Att • Listed Load Rating: 20151b Ooz Adjusted Load Rating:17441b 9%oz Attachment { Lateral Seismic Brace Assembly Detail (Provide Detail On Plans) UL Listed Sway Brace �j / x 5'.4 Through -Bolt (Mg. 980) Universal Swivel Sway - Brace Attachment 1 Pipe, Schedule 40 Brace Identification Number SB -2 (to be shown on plan) Brace Fastener Information Orientation of Connecting Surface: NFPAType "I" Fastener Construction Type: Wood - -- Type: Through -Bolt Size: % x 5% Length (in wood): 0-0 Maximum Load: 9251b Ooz Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.64 Diameter Description Unit 6uantity Quantity Unit Weight Weight (Wp) 8 Pipe, Schedule 40 8-4+8-2 16-6 471b 11%oz 7871b 0%oz 11/4 Pipe, Schedule 40 (3)10-4 31-0 21b 15oz 901b 13Y<oz 1% Pipe, Schedule 40 (3)10-4 31-0 31b 9%oz 111Ib 14%oz 2 Pipe, Schedule 40 (3)10-4+(3)5-0 46-0 51b 2oz 2351b 11oz 3 Pipe, Schedule 40 (2)1-0 2-0 10Ib 13oz 211b 10%oz Subtotal Weight (Wp) 1247lb 2oz Wp x 1.150000 14341b 3oz Total Load (Fpw) 9171b 14%oz © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 9/1/2017 3:53-.07PM Page 1 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 SB-3 FAX: Brace Information Seismic Brace Attachments Length of Brace: 10-6 Diameter of Brace: 1 Structure Attachment Fitting or Tension-only Bracing System Make: Tolco Inc Model:tFia. 980) Universal Swivel Sway Bra Type of Brace: Pipe, Schedule 40 Angle of Brace: 60° Least Radius of Gyration:* 0.42" UR Value:* 300 Maximum Horizontal Load: 7131b Ooz Listed Load Rating: 2765lb Ooz Adjusted Load Rating:23931b 15oz Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model:(Fig. 1001) UL Listed Sway Brace Att Listed Load Rating: 2015lb Ooz Adjusted Load Rating:1744lb 9%oz Seismic Brace Assembly Detail (Provide Detail On Plans) ((ttigg. 11001)) UL Listed Sway Brace j % x 5% Through-Bolt acnt 980) Universal swivel Sway Brace Attachment • Pipe, Schedule 40 0 Brace Identification Number SB-3 (to be shown on plan) `• Lateral Brace Fastener Information Orientation of Connecting Surface: NFPAType "I" Fastener Construction Type: Wood(Fig. - - Type: Through-Bolt Size: '/e X 5%1 Length (in wood): 0-0 Maximum Load: 9251b Ooz Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.64 Diameter Description Unit Quantity Quantity Unit Weight Weight (Wp) 3'/z Pipe, Schedule 40 8-3 8-3 131b 7' oz 111Ib 3%oz 11/4 Pipe, Schedule 40 (3)10-4 31-0 2Ib 15oz 901b 13%oz 1% Pipe, Schedule 40 (3)10-4 31-0 31b 9%oz 111Ib 14%oz 2 Pipe, Schedule 40 (3)10-4+(3)5-0 46-0 5lb 2oz 2351b 11oz 3 Pipe, Schedule 40 (2)1-0 2-0 10Ib 13oz 211b 10%oz r Subtotal Weight (Wp) 571 lb 4%oz Wp x 1.150000 656Ib 15%oz Total Load (Fpw) 4201b 7%oz © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 9/1/2017 4:00:22PM Page 1 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 SB -4 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Diameter of Brace: 11/4 Structure Attachment Fitting or Tension -only Bracing System Make: Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Type of Brace: Pipe, Schedule 40 Angle of Brace: 60° Least Radius of Gyration:* 0.54" L/R Value:* 156 Maximum Horizontal Load: 21731b Ooz Listed Load Rating: 2765Ib Ooz Adjusted Load Rating:23931b 15oz Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model:Fig. 1001) UL Listed Sway Brace Att Listed Load Rating: 2785Ib Ooz Adjusted Load Rating: 2411lb 4oz Seismic Brace Assembly Detail (Provide Detail On Plans) Fastener Information Orientation of Connecting Surface: NFPAType "I" Fastener Construction Type: Steel (Fig. 1001) UL Listed Sway Brace Attachment Fig 828 I Lateral (Fig. 980) Universal swivel Sway , Brace Attachment 1Y. Pipe, schedule 40 Brace Identification Number SB -4 (to be shown on plan) Brace Type: Fig 828 Size: Y x 11/2 Maximum Load: 2015 lbs Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.64 Diameter Description Unit Quantity Quantity Unit Weight Weight (Wp) 1 Pipe, Schedule 40 (10)15-0 150-0 2Ib 0%oz 3071b 8oz 8 Pipe, Schedule 40 (3)8-4 25-0 471b 11%oz 1192lb 8oz 11/4 Pipe, Schedule 40 (6)10-4 62-0 2Ib 15oz 1811b 10%oz 11/2 Pipe, Schedule 40 (6)10-4 62-0 31b 9%oz 2231b 13oz 2 Pipe, Schedule 40 (6)10-4+(3)5-4+(3)5-0 93-0 51b 2oz 4771b 1%oz 3 Pipe, Schedule 40 (3)0-6'/z 1-7'% 101b 13oz 171b 14%oz Subtotal Weight (Wp) 24001b 7%oz Wp x 1.150000 27601b 9oz Total Load (Fpw) 17661b 12%oz © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 9/1/2017 4:02:10PM Page 1 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 SB -5 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Diameter of Brace: 1 Structure Attachment Fitting or Tension -only Bracing System Make: Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Type of Brace: Pipe, Schedule 40 Angle of Brace: 60° Least Radius of Gyration:* 0.42" L/R Value:* 200 Maximum Horizontal Load: 1604lb Ooz Listed Load Rating: 2765lb Ooz Adjusted Load Rating:23931b 15oz Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model:(Fig. 1001) UL Listed Sway Brace Att Listed Load Rating: 20151b Ooz Adjusted Load Rating:17441b 9'%oz Seismic Brace Assembly Detail (Provide Detail On Plans) Fastener Information Orientation of Connecting Surface: NFPAType "I" Fastener Construction Type: Steel (ria. 1001)1.11. Listed Sway Brace Fig 828 hment (Fig. 980) Universal Swivel Sway Brace Attachment Type: Fig 828 1 Pipe, Schedule 40 e II) � Brace Identification Number SB -5 (to be shown on plan) Lateral Brace Size: % x 172 Maximum Load: 2015 lbs - — © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 9/1/2017 4:05:57PM Page 1 Seismic Bracing Calculations Sprinkler System Load Calculation Cp = 0.64 (Fpw = CpWp) Diameter Description Unit Quantity ' Quantity Unit Weight Weight (Wp) 2 Pipe, Dyna-Flow/Super Flo 20-6+21-10+18-8+17-11+16-7 132-0'% 31b 12oz 4951b 14%oz 1 Pipe, Schedule 40 1/2+20-O+14-6+2-0 (6)13-0+(6)1-0+(5)0-4+0-6+ 125-6 21b 0%oz 2571b 4'/oz 8 Pipe, Schedule 40 (4)1-11)+2-0+(2)15-0 8-10+8-4 17-2 471b 11%oz 8181b 8oz 3 Pipe, Schedule 40 1-0+(2)0-6'/2 2-1 101b 13oz 221b 12%oz 11/4 Pipe, Schedule 40 (2)10-4 20-8 21b 15oz 601b 8'/<oz 1% Pipe, Schedule 40 (2)10-4 20-8 31b 9%oz 741b 9%oz 2 Pipe, Schedule 40 (2)10-4+5-4+5-0 1 i 31-0 5lb 2oz 1591b 0'/zoz Subtotal Weight (Wp) 18881b 10'/oz Wp x 1.150000 21711b 14%oz total Load (Fpw) 13901b 01/2oz .t.l'.GHU, Inc. utoSPRINK® 12 v12.0.48.0 9/1/2017 4:05:57PM Page 2 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 SB -6 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Structure Attachment Fitting or Tension -only Bracing System Make° Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Diameter of Brace: 1 Type of Brace: Pipe, Schedule 40 Listed Load Rating: 27651b Ooz Adjusted Load Rating:23931b 15oz Angle of Brace: 60° Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model:(Fig. 4L) "In Line" Sway Brace Attach Least Radius of Gyration:* 0.42" L/R Value:" 200 Listed Load Rating: 2015lb Ooz Adjusted Load Rating:17441b 91hoz Maximum Horizontal Load: 16041b Ooz Seismic Attachment Line Sway Brace Assembly Detail (Provide Detail On Plans) . h x 3% Anchor. HILTI Kwik Bolt Brace • TZ (CS) (fig. 980) Universal Swivel Sway Brace Attachment 1 Pipe. Schedule 40 o Fastener Information Orientation of Connecting Surface_ NFPAType "I" Fastener Construction Type: Normal Weight Concrete (3000psi) Type: Anchor, HILTI Kwik B Size: x 3/< /z Min. Embedment: 0-2 Il Brace Identification Number: SB -6 1 (to be shown on plan) Maximum Load: 1010Ib 6%oz 0 Longitudinal Brace Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.64 Diameter Description Unit Quantity Quantity Unit Weight Weight (Wp) 2 Pipe, Dyna-Flow/Super Flo (2)18-0'/z+(2)21-10+(2)18-8 117-1 3lb 12oz 439lb 13%oz 8 Pipe, Schedule 40 (2)8-1+2-3 18-5 471b 11'/<oz 8771b 13%oz 3 Pipe, Schedule 40 (2)1-0 2-0 10Ib 13oz 211b 10%oz Subtotal Weight (Wp) 13391b 5%oz Wp x 1.150000 15401b 4'%oz Total Load (Fpw)1 9851b 12%oz © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 9/1/2017 4:08:55PM Page 1 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 SB -7 FAX: Brace Information Seismic Brace Attachments Length of Brace: 3-6 Structure Attachment Fitting or Tension -only Bracing System Make: Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Diameter of Brace: 1 Type of Brace: Pipe, Schedule 40 Listed Load Rating: 27651b Ooz Adjusted Load Rating:23931b 15oz Angle of Brace: 60° Sway Brace (pipe attachment) Fitting Make: Tolco Inc ModeL(Fig. 1001) UL Listed Sway Brace Att Least Radius of Gyration:* 0.42" L/R Value:* 100 Listed Load Rating: 20151b Ooz Adjusted Load Rating:17441b 91Aoz Maximum Horizontal Load: 54561b Ooz (Fig. Attachment Lateral Seismic Brace Assembly Detail (Provide Detail On Plans) i4x 3% Anchor. HILT! Kwik Bolt TZ I (SS) O" 1001) UI Listed Sway Brace '� (Fig. 960) Universal Swivel Sway Brace Attachment 1 Pipe, Schedule 40 Brace Identification Number: S8-7 (to be shown on plan) Brace Fastener Information Orientation of Connecting Surface: NFPA Type "F" Fastener Construction Type: Normal Weight Concrete (3000psi) Type: Anchor, HILT! Kwik B Size: 1/2 x 3% Min. Embedment: 0-2 Maximum Load: 1149Ib 12%oz Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.64 Diameter Description Unit Quantity Quantity , Unit Weight Weight (Wp) 8 Pipe, Schedule 40 16-0 16-0 471b 11%oz 7631b 3%oz Subtotal Weight (Wp) 7631b 3%oz Wp x 1.150000 8771b 11oz Total Load (Fpw) 5611b 11%oz M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 9/1/2017 4:10:39PM Page 1 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 SB -8 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Structure Attachment Fitting or Tension -only Bracing System Make: Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Diameter of Brace: 1 Type of Brace: Pipe, Schedule 40 Listed Load Rating: 2765Ib Ooz Adjusted Load Rating:23931b 15oz Angle of Brace: 60° Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model: 9 1001) UL Listed Sway Brace Att Least Radius of Gyration:" 0.42" UR Value:* 200 Listed Load Rating: 20151b Ooz Adjusted Load Rating:1744Ib 9%oz Maximum Horizontal Load: 16041b Ooz (Fig. Attachment Lateral Seismic Brace Assembly (Provide Detail On 1,:x 3% Through -Bolt I 1001) UL Listed Sway Brace 't�`� 1 Pipe, Brace Identification (ta be shown on plan) Brace Detail Plans) (Fig. 980) Universal Swivel Sway Brace Attachment schedule 40 Number: SB -8 Fastener Information Orientation of Connecting Surface: NFPAType "F" Fastener Construction Type: Wood Type: Through -Bolt Size: % x 3% Length (in wood): 0-0 Maximum Load: 755Ib Ooz Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.64 Diameter Description Unit Quantity Quantity Unit Weight , Weight (Wp) 8 Pipe, Schedule 40 13-9 13-9 47lb 11%oz 6561b 12%oz Subtotal Weight (Wp) 6561b 12%oz Wp x 1.150000 7551b 5Yaoz Total Load (Fpw) 483lb 6%oz © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 9/1/2017 4:12:58PM Page 1 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage Rd N, suite .0 Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 SB -9 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Diameter of Brace: 1 Structure Attachment Fitting or Tension -only Bracing System Make: Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Type of Brace: Pipe, Schedule 40 Angle of Brace: 60° Least Radius of Gyration:* 0.42" Listed Load Rating: 2765lb Ooz Adjusted Load Rating:23931b 15oz Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model:Fig 1001) UL Listed Sway Brace Att L/R Value:* 200 Listed Load Rating: 2015Ib Ooz Adjusted Load Rating:17441b 9%oz Maximum Horizontal Load: 1604lb Ooz (Fig. Attachment Lateral Seismic Brace Assembly Detail (Provide Detail On Plans) '/.x 314 Through -Boli I 1001) UL Listed Sway Brace '14 (Fig. 980) Universal Swivel Sway Brace Attachment 1 Pipe, Schedule 40 ' 0 4 Brace Identification Number: SB -9 (to be shown on plan) Brace Fastener Information Orientation of Connecting Surface: NFPAType "F" Fastener Construction Type: Wood Type: Through -Bolt Size: % x 3% Length (in wood): 0-0 Maximum Load: 755lb Ooz Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.64 Diameter I Description Unit Quantity j Quantity Unit Weight 1 Weight (Wp) 1'/4 Pipe, Schedule 40 (2)10-4 20-8 21b 15oz 601b 8%oz 1% Pipe, Schedule 40 (2)10-4 20-8 31b 9%oz 74lb 9%oz 2 Pipe, Schedule 40 (2)10-4+(2)5-0 30-8 5lb 2oz I 1571b 2oz 3 Pipe, Schedule 40 1-0 1-0 1 10Ib 13oz ; 10Ib 13oz 8 Pipe, Schedule 40 8-4 8-4 47lb 11%oz i 3971b 8oz Subtotal Weight (Wp): 7001b 9'/+oz Wp x 1.150000 805Ib 11%oz Total Load (Fpw) 515lb 10%oz 6_„k, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 9/1/2017 4:14:33PM Page 1 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 • SB -10 FAX: Brace Information Seismic Brace Attachments Length of Brace: 10-6 Structure Attachment Fitting or Tension -only Bracing System Make: Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Diameter of Brace: 1 Type of Brace: Pipe, Schedule 40 Listed Load Rating: 2765lb Ooz Adjusted Load Rating:23931b 15oz Angle of Brace: 60° Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model:(Fig. 4L) "In Line" Sway Brace Attach Least Radius of Gyration:' 0.42" L/R Value:* 300 Listed Load Rating: 20151b Ooz Adjusted Load Rating:1744lb 9%oz Maximum Horizontal Load: 713lb Ooz Seismic Brace Assembly Detail (Provide Detail On Plans) Fastener Information Orientation of Connecting Surface: NFPAType "F" % x 3% Through -Bolt I (Fig. 4l)'In Line' Sway Brace �7v Attachment \ ' 1 Pipe, Brace Identification (to be shown Ili (Fig. 980) Universal Swivel Sway Brace Attachment Schedule 40 Number; SB -10 on plan) Longitudinal Brace Fastener Construction Type: Wood Type: Through -Bolt Size: '/, x 31/.;/ Length (in wood): 0-0 Maximum Load: 7551b Ooz Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.64 Diameter Description Unit Quantity Quantity Unit Weight , Weight (Wp) 8 I Pipe, Schedule 40 16-0 16-0 47lb 11%oz 7631b 3%oz Subtotal Weight (Wp). 763Ib 3%oz Wp x 1.150000 8771b 11oz Total Load (Fpw) 561lb 11'/zoz © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 9/1/2017 4:15:49PM Page 1 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address::. 206 Frontage Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 SB -11 FAX: Brace Information Seismic Brace Attachments Length of Brace: 10-6 Diameter of Brace: 1 Structure Attachment Fitting or Tension -only Bracing System Make: Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Listed Load Rating: 2765lb Ooz Adjusted Load Rating:23931b 15oz Type of Brace: Pipe, Schedule 40 Angle of Brace: 60° Least Radius of Gyration:' 0.42" L/R Value:* 300 Maximum Horizontal Load: 7131b Ooz Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model:LFig_ 1001) UL Listed Sway Brace Att Listed Load Rating: 20151b Ooz Adjusted Load Rating:17441b 9%oz (Fig. Attachment Lateral Seismic Brace Assembly Detail (Provide Detail On Plans) c 1001) UL Listed Sway Brace '�� % x 3%Through-Bolt \ (0g. 980) Universal Swivel Sway Brace Attachment I Pqe, Schedule 40 Brace Identification Number: SB -11 (to be shown on plan) Brace Fastener Information Orientation of Connecting Surface: NFPAType "I" Fastener Construction Type: Wood YP Type: Through -Bolt s x 3/2 , Size: /< Length (in wood): 0-0 Maximum Load: 7301b Ooz Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.64 Diameter Description Unit Quantity 1 Quantity 1 Unit Weight Weight (Wp) 6 Pipe, Schedule 40 24-0 24-0 311b 11oz 7601b 9oz Subtotal Weight (Wp)1 7601b 9oz Wp x 1.150000 8741b 10%oz Total Load (Fpw)1 5591b 12%oz Lik,© M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 9/1/2017 4:2026PM Page 1 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 SB -12 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Diameter of Brace: 1 Structure Attachment Fitting or Tension -only Bracing System Make: Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Type of Brace: Pipe, Schedule 40 Listed Load Rating: 27651b Ooz Adjusted Load Rating:23931b 15oz Angle of Brace: 60° Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model:(Fig. 4L) "In Line" Sway Brace Attach Least Radius of Gyration:* 0.42" L/R Value:* 200 Listed Load Rating: 20151b Ooz Adjusted Load Rating:17441b 9%oz Maximum Horizontal Load: 16041b Ooz Seismic Brace Assembly Detail (Provide Detail On Plans) Fastener Information Orientation of Connecting Surface: NFPAType "F" % x 3% Through (fig. Line' Sway Attachmenthment \ \ -Bolt o 11,4 Brace �` (Fig. 980) Universal Swivel Sway Brace Attachment ;/ 1 Pipe, Schedule 40 0 Fastener Construction Type: Wood Type: Through -Bolt Size: % x 3'/z Length (in wood): 0-0 Il Brace Identification Number SB -12 (to be shown on plan) Maximum Load: 755Ib Ooz C Longitudinal Brace Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.64 Diameter Description Unit Quantity Quantity Unit Weight Weight (Wp) 6 Pipe, Schedule 40 32-0 32-0 311b 11oz 1014lb l'Aoz Subtotal Weight (Wp) 10141b l'hoz Wp x 1.150000 11661b 3oz Total Load (Fpw) 7461b 5%oz © M.E.P.CAD, Inc. te AutoSPRINK® 12 v12.0.48.0 9/1/2017 4:22:57PM Page 1 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 SB-13 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Diameter of Brace: 1 Structure Attachment Fitting or Tension-only Bracing System Make: Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Type of Brace: Pipe, Schedule 40 Listed Load Rating: 27651b Ooz Adjusted Load Rating:23931b 15oz Angle of Brace: 60° Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model:Eig 1001) UL Listed Sway Brace Att Least Radius of Gyration:* 0.42" L/R Value:* 200 Listed Load Rating: 2015Ib Ooz Adjusted Load Rating:17441b 9'%oz Maximum Horizontal Load: 16041b Ooz Seismic Brace Assembly (Provide Detail OrnPlans) %x3'1,Through-Bolt (Fig. 1001) Ul listed Sway Brace��`� ti t !\ Attachment/Pie. 0Size: Brace Identification (to be shown on plan) Lateral Brace Detail (Fig. 980) Universal Swivel Sway Brace Attachment Schedule 40 Number: SB-13 Fastener Information Orientation of Connecting Surface: NFPAType "F" Fastener Construction Type: Wood — Type: Through-Bolt ' x 31/2 Length (in wood): 0-0 Maximum Load: 7551b Ooz Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.64 Diameter Description Unit Quantity Quantity . Unit Weight Weight (Wp) 2 Pipe, Dyna-Flow/Super Flo 19-0+18-10+17-4+12-8 67-10 31b 12oz 2541b 13%oz 11/4 Pipe, Schedule 40 5-9 5-9 2Ib 15oz 161b 14%oz 8 Pipe, Schedule 40 11-0 11-0 471b 11'%oz 524lb 11'/<oz 3 Pipe, Schedule 40 1-0 1-0 10Ib 13oz 101b 13oz Subtotal Weight (Wp) 8071b 4oz Wp x 1.150000 928Ib 5'/zoz Total Load (Fpw)' 594lb 2'/<oz ( © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 9/1/2017 4:25:06PM Page 1 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 SB -14 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Structure Attachment Fitting or Tension -only Bracing System Make: Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Diameter of Brace: 11/4 Type of Brace: Pipe, Schedule 40 Listed Load Rating: 2765lb Ooz Adjusted Load Rating:23931b 15oz Angle of Brace: 60° Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model:cFig. 4L) "In Line" Sway Brace Attach Least Radius of Gyration:* 0.54" L/R Value:* 156 Listed Load Rating: 2015lb Ooz Adjusted Load Rating:17441b 9'%oz Maximum Horizontal Load: 21731b Ooz Seismic (Fig, 4L) in Line' Sway Attachment Brace Assembly Detail (Provide Detail On Plans) /; Brace % x 1% Machine (Hex) Bolt (Fig. 880) Universal Swivel Sway Brace Attachment Pipe, Schedule40 La Fastener Information Orientation of Connecting Surface: NFPA Type "I" Fastener Construction Type: Steel Type: Machine (Hex) Bolt Size: % x 1%1% Maximum Load: 22601b Ooz 111 Brace Identification Number: SB -14 1 (to be shown on plan) CI Longitudinal Brace Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.64 Diameter Description Unit Quantity Quantity Unit Weight Weight (Wp) 8 ; Pipe, Schedule 40 49-0 49-0 471b 11%oz 23371b 4%oz Subtotal Weight (Wp) 23371b 4'/.oz Wp x 1.150000'i 26871b 14'%oz Total Load (Fpw)I 17201b 4oz © M.E.P.CAD, Inc. AutoSPRINKO 12 v12.0.48.0 9/1/2017 4:30:24PM Page 1 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage. Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 SB -15 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Diameter of Brace: 1 Structure Attachment Fitting or Tension -only Bracing System Make: Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Type of Brace: Pipe, Schedule 40 Listed Load Rating: 2765lb Ooz Adjusted Load Rating:23931b 15oz Angle of Brace: 60° Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model: (Eq -4L) "In Line" Sway Brace Attach Least Radius of Gyration:* 0.42" UR Value:* 200 Listed Load Rating: 2015lb Ooz Adjusted Load Rating:17441b 9'/zoz Maximum Horizontal Load: 16041b Ooz Seismic Brace Assembly Detail (Provide Detail Gn Plans) Fastener Information Orientation of Connecting Surface: NFPA Type "F" % c 5% Through (Fig. 4L) In Line° Sway Attachment \ '1 -Bolt `moo Brace %i I Pipe, e'' t✓1 (Fig. 980) universal Swivel Sway Brace Attachment Schedule 40 Fastener Construction Type: Wood Type: Through -Bolt Size: % x 5'/2 Length (in wood): 0-0 0 1 Brace Identification Number. SB -15 (to be shown on plan) Maximum Load: 10651b Ooz 0 Longitudinal Brace Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.64 Diameter Description Unit Quantity Quantity Unit Weight Weight (Wp) 8 Pipe, Schedule 40 25-0 25-0 47lb 11%oz 11921b 8oz Subtotal Weight (Wp) 11921b 8oz Wp x 1.150000 13711b hoz Total Load (Fpw) 8771b 11oz © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.48.0 9/1/2017 4:35t43PM Page 1 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 SB -16 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Structure Attachment Fitting or Tension -only Bracing System Make: Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Diameter of Brace: 1 Type of Brace: Pipe, Schedule 40 Listed Load Rating: 27651b Ooz Adjusted Load Rating:23931b 15oz Angle of Brace: 60° Sway Brace (pipe attachment) Fitting Make: Tolco IncModel:(Fig. 1001) UL Listed Sway Brace Att Least Radius of Gyration:* 0.42" L/R Value:* 200 Maximum Horizontal Load: 16041b Ooz Listed Load Rating: 2015Ib Ooz Adjusted Load Rating:17441b 9%oz Seismic Brace Assembly Detail Detail On Plans) Fastener Information(Provide Orientation of Connecting Surface: NFPAType "I" Fastener Construction Type: Steel (Fig. 1001) UL Listed Sway Brace Attachment Fig 828 " t \ (Rg. 980) Universal Swivel Sway Brace Attachment 1 Ppe, SehedWe 40 Brace Identification Number SB -16 (to be shown on plan) Lateral Brace T e: yP Fig 828 Size: S4 x 1% Maximum Load: 2015 lbs Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.64 Diameter j Description Unit Quantity Quantity Unit Weight Weight (Wp) 8 Pipe, Schedule 40 8-7+8-5 17-0 47lb 11'/4oz 810lb 14%oz 6 Pipe, Schedule 40 8-7 8-7 31lb 11 oz 2721b Ooz 11/4 Pipe, Schedule 40 (6)10-4 62-0 21b 15oz 1811b 10%oz 1% Pipe, Schedule 40 (6)10-4 62-0 31b 9%oz 2231b 13oz 2 Pipe, Schedule 40 (6)10-4+(3)5-7+(3)4-9 93-0 51b 2oz 4771b 1%oz 3 Pipe, Schedule 40 (3)1-0 3-0 101b 13oz 321b 7'/4oz Subtotal Weight (Wp) 19971b 15oz Wp x 1.1500001 2297lb 10oz Total Load (Fpw)I 1470lb 7%oz © M.E.P.CAD, Inc. } AutoSPRINK® 12 v12.0.48.0 9/1/2017 4:3G:57PM Page 1 Seismic Bracing Calculations Project: Dicks Sporting Goods Contractor: Fire Systems West Address:: 17450 Southcenter Parkway Address:: 206 Frontage Rd N, suite C Pacific, WA 98047 Tukwila, WA Phone: 253-833-1248 SIB -17 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Structure Attachment Fitting or Tension -only Bracing System Make: Tolco Inc Model:(Fig. 980) Universal Swivel Sway Bra Diameter of Brace: 1 Type of Brace: Pipe, Schedule 40 Listed Load Rating: 27651b Ooz Adjusted Load Rating:23931b 15oz Angle of Brace: 60° Sway Brace (pipe attachment) Fitting Make: Tolco Inc Model:(Fig_1001) UL Listed Sway Brace Att Least Radius of Gyration:' 0.42" L/R Value:* 200 Listed Load Rating: 2015Ib Ooz Adjusted Load Rating:17441b 9%oz Maximum Horizontal Load: 16041b Ooz Seismic Brace Assembly Detail (Provide Detail On Plans) Fastener Information Orientation of Connecting Surface: NFPA Type "I" Fastener Construction Type: Steel (FiigchmeMUL Listed Sway Brace V' Fig 828 (Fig. 980) Universal Swivel Sway ` BcaceAttachmem t Pipe, Schedule 40 Brace Identification Number- SB -17 (to be shown on plan) Lateral Brace Type: Fig 828 'A Size: A I% Maximum Load: 12015 lbs Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.64 Diameter Description Unit Quantity Quantity Unit Weight 1 Weight (Wp) 2 Pipe, Dyna-Flow/Super Flo (2)17-4+18-0%+(3)12-8+ 204-0% 3Ib 12oz 766Ib 5%oz 1 Pipe, Schedule 40 (2)18-10+(3)19-0+0-6+18-2 (4)14-10 59-4 2lb 0%oz 1211b 10%oz 8 Pipe, Schedule 40 (3)8-4 25-0 471b 11%oz 11921b 8oz 3 Pipe, Schedule 40 (3)1-0 3-0 I 10Ib 13oz 321b 7%oz 1% Pipe, Schedule 40 (3)5-9 17-3 21b 15oz 501b 10%oz Subtotal Weight (Wp) 21631b 9%oz Wp x 1.150000 24881b 2%oz Total Load (Fpw) 15921b 6%oz k, © M.E.P.CAD, Inc. AutoSPRINKO 12 v12.0.48.0 9/1/2017 4:39:14PM Page 1 ®TOLCO Fig. 828 - Universal Sway Brace Attachment Size Range — One size accommodates all TOLCO Fig. 900 Series sway brace attachments. Fits from 3/8" to 7/8" thick steel structure. For sizes less then 3/8" thick refer to Fig. 825 or Fig. 825A. Material — Carbon Steel Function — To attach sway bracing to various types of steel structural members. Features — Permits secure non -friction connection without drilling or welding. Unique design allows offset placement on Wide flange beam, I-beam, C -channel, open web, welded steel trusses, etc... Secures brace to structure either across or along the beam. Break -off bolts allow for visual verification of proper installation torque. Approvals — Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). FM Approvals. Installation Instructions — The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attach- ment, to form a complete bracing assembly. NFPA 13 and/ or OSHPD guidelines should be followed. To Install — Place the Fig. 828 on flange of the beam, truss or girder. Be sure the attachment is fully engaged to the rear of the opening. Tighten the cone point set bolts (A) until the heads break oft. Tighten the cone point set bolt (B) until the head breaks off. Remove the flange nut from set bolt (B). Install a TOLCO swivel fitting (FG 909, 910, 980, 986). Use flange nut to secure the swivel fitting. Finish — Plain and Electro -Galvanized Order By — Figure number and finish US Patent # 6,098,942 Canada Patent #2,286,659 Patent Pending FM Approved Allowable Horizontal Load* W/Brace Perpendicular to Beam Brace Angle (degrees from vertical) 30-44 45-59 60-74 75-90 1570 2220 1210 700 FM Approved Allowable Horizontal Load* W/Brace Parallel to Beam Brace Angle (degrees from vertical) 30-44 45-59 60-74 75-90 690 970 1210 1330 Fig. 828 Beam, truss or girder APPROVED Cone point Cam set bolts "A" urn Cone point set bolts "B" UL Horizontal Design Load Maximum Design Load across beam 2015 Lbs. Maximum Design Load along beam 2015 Lbs. Weight/100 284 Lbs. Beam, truss or girder May pivot in any direction Shown with Fig. 980 4—Fig. 828 Shown with Fig. 980 Actual design loads at brace angle shown. No need to reduce further based on brace angle per NFPA 13 (2010) Sec 9.3.5.10.3. In all cases, the allowable capacities shown within this section have been determined by resolving the load rating (i.e. the load resulting in failure or exceedence of the deformation limits) to the horizontal direction and dividing by a safety factor of 1.5 to allow the values to be used directly for Allowable Stress Design (ASD). For Load Resistance Factor Design (LRFD) capacities, the values in the table shall be multiplied by 1.5 Cooper B -Line, Inc.'s ("Cooper B -Line") seismic bracing components are designed to be compatible only with other Cooper B -Line bracing components, resulting in a listed seismic bracing assembly. Cooper B -Line's warranty for seismic bracing components will be the warranty provided in Cooper B -Line's standard terms and conditions of sale made available by Cooper B -Line, except that, in addition to the other exclusions from Cooper B -Line's warranty, Cooper B -Line makes no warranty relating to Cooper B -Line's seismic bracing components that are combined with products not provided by Cooper B -Line. COOPER B -LINE 1375 Sampson Ave • Corona, CA 92879 • 800.786.5266 • FAX: 951.737.0330 COOPER B -Line !WINKLER BL KEY PLAN I.:SITE:SUPPLY INFO SCALE: 100 = 1" o Without Comments o As Noted in Red 1E3 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do Rot authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions (v revisions to these drawings after this date will void tHs acceptance and will require a resubmittal of revisal drawings for subsequent approval. Final acceptance is subject' to field test and inspection by The Tukwila Fire Prevention Bureau, Date: By: TUKWILA FIRE DEPARTMENT Please C6ll 206-575-4407 and give. this Fire Permit No. 1-7- £-oct and exact address for shut- down or re:.-,:toraton approval. 1" TEE PLUG DRY BARREL EXISITNG SPRINKLER -7-BRANCHLINE NEW MECHANICAL TEE ,----UPRIGHT TYPE SPRINKLER NEW / MECHANICAL TEE ,EXIS11NG SPRINKLER UNE. r /-- EXISTING LINE / / \ W 1.- ii- itli NEW --i-- MECHANICAL TEE co 5 , / 48 FLEX DROP eA;?-VARIES PENDENT SPRINKLER TYR DRY PEND DETAIL TYP. DROP DETAIL •N.T.S. N.T.S. 2x WOOD STRUCTURE SIDEWINDER/ HANGER MATE 11 3/8" ALL THREAD ROD RING HANGER (4" AND SMALLER PIPE) • HANGER SW SIDEWINDER (WOOD) MAIN STOCK ROOM HYDRAULIC DATA Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K -Factor: Orifice Size: Design Density: Average Density Area of Application: Demand at Base Of Riser or Point Of Connection Total Demand Flow(gpm): Pressure(psi): Water Supply Information At Time Of Design Static: Pressure(psi): Residual Pressure(psi): Supply Flow(gpm): Total Demand Flow(gpm): Total Demand Pressure(psi): MAIN STOCK RM -CMSA 857 •15 16.8 0.875 22.00 NA 0.00 63.24 130.00 20.00 5800.00 1817.55 66.27 RECEIVING AREA HYDRAULIC DATA Design Basis Occupancy: Total: Sprinklers: Number Of Sprinklers Calculated: K -Factor: Orifice Size: Design. Density: Average Density Area of Application: Demand at Base Of Riser or Point Of Connection Total Demand Flovv(gpm): Pressure(psi): Water ISupply Information At Time Of Design Static Pressure(psi): Residual Pressure(psi): Supply Flow(gpm): Total Demand Flow(gpm): Total Demand Pressure(psi): RECEIVING AREA - CMSA 857 15 16.8 0,875 22.00 NA 1353.00 52.95 130.00 • 20.00 5800.00 1853.00 76.21 GOLF STOCK ROOM HYDRAU C DATA Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated K -Factor: Orifice Size: Design Density: Average. Density Area of Application: Demand at Base Of Riser or Point Of Connection Total Demand Flow(gpm): Pressure(psi): Water Supply Information AtTime Of Design Static Pressure(psi): Residual Pressure(psi): Supply Flow(gpm): Total Demand Flow(gpm): Total Demand Pressure(psi): GOLF STOCK ROOM - CMSA • 857 9 16.8 0.875 22.00 NA. •828.87 79.52 130.00 20.00 5800.00. 1328.87 93,97 SALES FLOOR. HYDRAUL C DATA Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K -Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand at Base Of Riser or Point Of Connection Total Demand Flow(gpm): 490.70 Pressure(psi): 19.87 Water Supply Information At Time Of Design Static Pressure(psi): Residual Pressure(psi): Supply Flow(gpm): Total Demand Flow(gpm): Total Demand Pressure(psi): SALES FLOOR 857 30 5.6 0.5 0.18gprnift2 0.19gprritft2 2500,00ft2 (Actual 2558.70ft2) 139,00 20.00 5800.00 740,70. 34.47 Panera-Bread: nk er F3ivd TENANT IMPROVEMENT THIS PROJECT ISA TENANT IMPROVEMENT THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. FIRE SYSTEMS WEST IS ADDING SPRINKLER PROTECTION TOACCOMMODATE THE NEW WALLS & CEILINGS LIGHTING AND HVAC LAYOUT ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. SYMBOL LEGEND • 0Z+OR-' DENOTES ASPRINKLER HEAD TO BE RELOCATED. 0+0A- DENOTES A SPRINKLER HEAD TO BE ADDED. X X DENOTES AN EXISTING SPRINKLER TO PLUG. 0 i - DENOTES AN EXISTING SPRINKLER OR OUTLET TO REMAIN MT - MECHANICAL TEE - 'REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. SCOPE OF WORK ADD AND RELOCATE HEADS TO ACCOMMODATE NEW WALLS AND CEILINGS. UPGRADE HEADS IN STOCKROOMS TO i ACCOMMODATE STORAGE. EXCLUSIONS 1 OFF HOURS AND TAXES. 2. RELOCATION OF EXISTING PIPING. 3: GWB CUTAND PATCH. 4 PAINTING OF ANY KIND. 5. WIRING OF ANY Km. 6. REPLACE; REPAIR, OR MODIFICATION OF CEIL TILES. 7, ABATEMENT OF ANY KIND. 8. STRUCTURAL VERIFICATION IF REQUIRED. DESIGN CRITERIA 1. CITY OF TUKWILA 2. 2013 NFPA 13, 3, SALES FLOOR WITH FULL-SERVICE FOOTWEAR, DESIGN DENSITY OF 0.18/2500 80 FT PER FIG 112.3.1.1 OH GROUP2. 4. STOCK ROOMS WITH STORAGE OF CARTONED, NON -EXPANDED, STABLE GFROUP A PLASTICS AND CLASS IV COMMODES IN SINGLE/DOUBLE ROW RACKS TOA, MAX 12'-0 STORAGE HT. PER TABLE 1722.1, (15) 1p./3K UPRIGHTS CALCULATED AT MIN 22 PSI FOR MAX 20 FTSTORAGEWITH 25 FT CEILINGS: THIS PROTECTION APPLICATION DISCUSSED WITH GORDON OTIS OF AON RISK SOLUTIONS 0N4/27/17.. FIRE FLOW INFO STATIC: 130 PSI RESIDUAL: 20 PSI FLOW: 5,800 -GPM DATE: 4114/17 LOCATION: 17774 Southcenter Parkway PROVIDED BY: Mike Cusik, City of Tukwila d Robin Burgers Best Buyi p10114:Pr:: VICINITY MAP NTS PAID MAY 23 2017 TUKWILA FIR 206 Frontage Road North, Suite C Pacific, WA. 98047 (253) 833-1248 Fax (253) 735-0113 WA CONTR LIC: FIRE -SWI -140-B1 SPRINKLER LEGEND. SYMBOL TYPE. MFG &DTI BIZE. ITEMP. FINISH CANOPY TOTAL 0 SR UPRIGHT TYCO TY -B 1/2" 155.3 ERZ NIA .3a Q. SEMI REC PEND TYCO TY -B 1.112" 1 155d .CHR. CFR ' 23 • 0 CONC. PEND TYCO RFII 1/2.! 155P BRZ . WHT 9 la CMSA UPRIGHT TYCO ULTRA Ki7 i3/'" i55 BRZ MA 85 "r BOLT DRY PEND. TYCO DS41 1" 1550 O.HR. CHR. 13 • CONC. DRY PENT TYCO DS -C 1" 155 CHR CHR ,TOTAL 171 HANGER: LEGEND A "Li" HOOK L'1'r ROn OWNER /ARCHITECT COACH SCREW ROD t.,:= MACHINE THREA0 FIRESYSTENIS WEST ”C" CL.A AP N TOGGLENUT 0 TOP SEAM CLAMP: W/ STRAP .PoDER DRiVEll STUD E EYE RCD R WEDGE ANCHOR F FLUSH SHELL T G CEILING FLANGE •TH A H SIDE BEAN1 RACkET W A J "r BOLT X A K SNORT 0 P Y APPROVALS 1REQUED DISTRIBUTION AH3 AHJ 1 OWNER /ARCHITECT OWNER /ARCHITECT 3 FIRESYSTENIS WEST 1 TOTAL 5 GENERAL NOTES .1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER DMENSIONS SHOWN THUSLY (14) WHICH ARE END TOEND EARTHQUAKE .BRACING SHALL BE PROVIDED IN ACCORDANCE. WITH NFPA PAMPHLET NO PIPE HANGERS AND METHOD OF HANGING TO IN ACCORDANCE -WITH NFPA PAMPHLET NO. 13. S, PIPING SHALL BE IN ACCORDANCEWRI NFPA PAtylPHLET No, 13. 6; :JOINING OF PIPE AND FITTINGS; THREADED AND. WELDED SHALL. BE IN ACCORDANCE WITH NFPA PAMPHLET No. i 3. 7., OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPE'S FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. &STRUCTURAL ADEQUACY OF THE BUILDING TO.SUP.PORT THE SPRINKLER PIPING IS THE RESPONSIBILITY: OF THE QwNERIDRHIs STRUcTuRAL .REPRESENTMVE, DESIGN CRITERIAANDNOTEs 1. ALL NEW 1" THRU 1 1/2" BRANCHLINE PIPING TO BE DYNATHREAD JOINED W/ THREADED FITTINGS Z ALL NEW T AND LARGER PIPING TO BE DYNAFLOW JOINED WI GROOVED FITTINGS. 3. AU. NEW PENDENTS IN ACOUSTICAL CEILINGS TO BE ON FLEX FfTTINGS. (UNO) 4.ALL HANGERSAT WOOD BEAMS BE SAMMY SIDEWINDER. (UNO) STAMPS 'Mt .111118,1 OMR *MA 0.0.1. WNW OMR OM*, MOW *MO - ONO :•111111., 0/War WASHINGTON STATE CERTIFICATEOF COMPETENCY 1 FIRE PROTECTION 'SPRINKLER SYSTEMS 1 Theron J. Davis 8500-0501-C Level 3 Fire Systems West, Inc. FIRESWI140B1 REVISIONS NO. DESCRIPTION DATE CONTRACT NAME Dicks 'Sporting. Goods 17450 Southcenter Parkway Tukwila, WA 98188 ore # 1332 CONTRACT WITH: The Andrews Group 2702 NE 114th Ave, Suite 1 Vancouver, WA 98684 Customer Contact: Bob Andrews Phone: 360-852-1230 DRAWING TITLE: FIRE SPRINKLER COVER SHEET DESIGNER DATE JOB NO. SHEET T DAVIS 5/2/17 2-16-0058 1 OF 2 UNDERGROUND TO SUPPLY. SEE SHT 1 FOR SUPPLY INFORMATION. 10 OBXXXXXXXXMDBOMM 10-0 - 10-0 10-0 5.2 410 10-0 10-0 FOO EAR STOCK co EXPOSED CEILING 23'-5" RECEIVING REMOTE AREA-CMSA PROTECTION. SEE SHT 1 FOR HYDRAUUC DATA MAIN STOCKROOM REMOTE AREA CMSA PROTECTION. SEE SHT 1 FOR. HYDRAUUC DATA:. 27" GLS CORRIDOR 27" GIB 3 (211 212 `5 E208 • i207>. 205 2 205 6- ® 10-0 ®X7=4 '2-8®. ' 10/0 10-0 8-6 p.. ■ d 214 V 2 if �, ;204i' (2{}g? 202) 1 74 • 0.2-#_., -D 10.0 8-6 0-6 cu :t54114 4a $ 2 12 • <215 2 Ems;' / 2 2 2 _ 2 1t-0 1' 0 8-6 27- GIS 2T GLB AIN TOCKR 0-8 ORRIDOR 27" GL8 2 341 III n THS L 1 401 .42 324 i.,~2 \30830�,u Z_ -e- _.. I _ r (353)1i SALES FLOOR 27"'CLE I AA. X304; <303) 2 1 2 jet,2 '4 ms s. 1% `31': 1'!x X3147 SALES FLOOR REMOTE AREA -. .18/2500,SQF'i SEE SHT 1 FOR %>•.. HYDRAULIC DATA 27" GLB 27" GLB SALES FLOOR SALES FLOOR INSTALL HEAD. GUARDS ON ALL HEADSSIN.GOLF FITTING RM., A1% 1�4 GOLF STOCK., REMOTEAREA'- MSA' ROTECTION. SEE SHT 1 FOR 'HYDRAULIC. ;DATA''' k 27":GLB. 27" GIB SALES FLOOR GOLF STOCK SALES FLOOR _ --E;- - -- - - 2 TAWALIKA { x O 2 2"' c ■ ■ ■ UNDERGROUND TO SUPPLY,. SEE SHT 1 JNFORMATtON.I FOR SUPPLY . INSTALL NEW DRY SYSTEM PIPING AND HEADS FOR NEW EXTERIOR. CANOPY. NO SPRINKLERS. ABOVE CEILINGS IN NONCOMBUSTIBLE CONCEALED SPACE PER: NEPA 13; 8.15.1.2.1 ■ FIRE SPR INKLER PL AN UNDERGROUND TO SUPPLY. SEE SHT 1 FOR SUPPLY INFORMATION. SCALE: 3/32"=1`.-0" 206 Frontage Road North, Suite Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CONTR.LIC: EIRE -SWI -14O -S1 SPRINKLER: LEGEND TYPE MFG SR UPRIGHT _.._ TYCO: SEMI REC PEND TYCO +' CONC..PEND TYCO: ` RPII CMSA UPRIGHT TYCO ULTRA K17 DRY PEND I TYCO DS -4 CONC. DRY PEND TYCO' C.. _...... (DENT t3DEL SIZE I TEN IR P N€SH ' CANOPY 1 'TO. TAL_ Yt T { B = 12 155° 1 BRZ ( N/A t 35 112 155° 1 CHR CHR 23 NIA I 85 CHR I 13 CHR j 3 TOTAL 171. HANGER LEGEND' r "Li" HOCK .._......__._._. _.__ L " . O 'r i r v ; Hm_ % COACH SCRE ',I ROD I "C" CLAMP S f ) € TGG UT TOP BE > ePai L 3}vf k"af, STPAP € P PODSP Dr I EN STUD EYE ROD ';'E E ANCHO 'S;-€SHELL FLANGElOEEESM T" BRAC I4wI t k ".J"BOLT HOR OU ;E ' A { ; APPROVALS REQUIRED i AHJ DISTRIBUTION :AHJ OWNER /ARCHITECT r 1.OWNER /ARCHITECT .3 z :I FIRE SYSTEMS WEST I 1 TOTAL I 5 GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE WAND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & C MENSIONS SHOWN THUSLY (1-6) WHOM ARE END TO. END 3:. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE'W71-I NEPA PAMPHLET NO.13. 4: PIPE HANGERS AND METHOD OF HANGING TO:BE IN ACCORDAP,ICE WITH NFPA PAMPHLET NO. 13. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. E, JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO: 13. :.'OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIP.E SPRINKLER SYSTEM. a STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPOR'i THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE QWN '.KIR HIS STRUCTURAL REPRESENTITIVE: • DESIGN CRITERIAAND NOTES 1. ALL NEW 1" THRU 1 112" BRANCHLINE PIPING TO BE DYNATHREAD JOINED W/. THREADED FITTINGS. 2. ALL NEW 2" AND LARGER PIPING TO BE DYNAFLOW JOINED W/ GROOVED FITTINGS. 3. ALL NEW PENDENTS IN ACOUSTICAL CEILIGNS TO BE ON FLEX FITTINGS.:(UNO) 4:ALL HANGERS AT WOOD BEAMS TO BE SAMMY SIDEWINDER. (UNO) STAMPS W. MOM WOO MON MINIM MOM 1•111101111 ORM IMMO WNW ONIONI• *OMR WY 01111000 WASHINGTON STATE CERTIFICATE OF COMPETENCY BRE PROTECTION SPRINKLER SYSTEMS Theron J. Davis:. 8500-0501-C Level3 Fire Systems West, Inc. FIRESWI140131 REVISIONS NO. DESCRIPTION CONTRACT NAME. DATE Dicks Sporting Goods S ore ## 1332 17450 Southcenter Parkway Tukwila, WA 98188 CONTRACT WITH: The Andrews Group 2702 NE 114th Ave, Suite 1 Vancouver, WA 98684 Customer Contact Bob Andrews Phone: 360-852-1230 DRAWING TITLE: FIRE SPRINKLER OVERHEAD PLAN DESIGNER DATE JOB. NO. SHEET T.DAVIS 5/2/17 2-16-0058 2.OF2 - Y r T f 4 4- GENERAL NOTES: 1) - ALL WIRE AND CONDUIT_ MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND - SPECIFICATIONS, AND MUST -MEET ALL APPLICABLE CODES 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USE PER THE LATEST REVISIONS OF THE NATIONAL ELECTRICAL CODE SECTION 760 THIS IS A POWER LIMITED_ FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR OR,_FPLP. • 3) ALL CONDUCTORS MUST TEST FREE OF- GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL 4) TO RETAIN WARRANTEE, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURERS TECHNICIAN 5) THE LIFE SAFETY SYS1EM IS A COMPLETELY SUPERVISED SYSTEM 6) INSTALLING CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE MANUFACTURER INCLUDING CHANGES IN DEVICES, WIRE,- CONDUIT RUNS AND OPERATION IN THE SYSTEM. MANUFACTURER SHALL NOT BE HELD RESPONSIBLE, FOR UNDOCUMENTED CHANGES, OR THE RESULTS CAUSED BY THOSE CHANGES. _ 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND SHALL HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'0" ABOVE FINISHED FLOOR. 8) SYSTEM SHALL BE CLASS "B" IN CONFIGURATION. 9) LOCATE ALL PULL STATIONS AND HORN/STROBE UNITS AT SPECIFIED HEIGHTS PER NFPA 72 AND -ADA SEE DETAIL 10) SMOKE DETECTOR LOCATIONS ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72 - i 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH—IN- INSTALLATION WITH THE FIRE ALARM CONTRACTOR 12)- SMOKE DETECTORS IN CEILING MUST BE LESS THAN 15' FROM A WALL {AND/OR NO FURTHER THAN 30' FROM EACH OTHER 13) ALL FIRE ALARM DEVICE SHALL BE RIGIDLY AND SECURELY FASTENED TO WALLS OR CEILINGS 14) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36"- TO ANY AIR REGISTER OR DIFFUSER 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER ThAN 24" TO ANY AIR REGISTER OR DIFFUSER. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OE ANY HEAT GENERATING DEVICE (FUSES, BOILERS, WATER HEATERS, ECT) IN ►t MECHANICAL ROOMS 14 17) NO HEAT DETECTOR SHALL BE LOCATED_ CLOSER THAN 18" TQ ANY PART OF ANY LIGHT FIXTURE - 2 18) INITIATING AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN ik4 SAME CONDUIT - 1' • 19) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH 20) ALL CIRCUIT FEED AND RETURNS SHALL BE SEPARATED BY A MINIMUM,CF6' 21) THESE DRAWINGS CO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA WIRE CODE HORN/STROBEUNITCONNECTION STANDBY -POWER CALCULATIONS 1 DOES THE SYSTEM HAVE EMERGENCY CENERATOR THAT MEETS NEC 700 701_ YES X NO 2 HOW MANY HOURS OF BATTERY STANDBY ARE REQUIRED? 4x24 48__ 60 (MIN 44 -IRS IF ANS TO ABOVE IS YES) BATTERY CALCULATION SYSTEM SUPERVISORY TOTAL STANDBY CURRENT OF FACP TOTAL STANDBY CURRENT PERIPH DEVICES TOTAL (X) STANDBY HOURS REQUIRED = 015 = 000 = 015 = 24 SUBTOTAL = 3 60 SYSTEM ALARM TOTAL ALARM CURRENT OF FACP TOTAL ALARM CURRENT OF PERIPH DEVICES TOTAL (x) 5 MINUTE RING TIME SUBTOTAL SUPERVISORY AMP -HR SUBTOTAL ALARM AMP -HR SUBTOTAL TOTAL AMP -HR REQUIRED AMP -HR PROVIDED CARTS =028 = 3.75 = 403 = 008 = 033 = 3 60 = 0 33 =3.93 = 12AH • ALL WIRING_ TO MEET NEC ART 760 CODE REQUIREMENTS - LETTER QTY - COLOR SIZE A 1 r BLACK 1 ORANGE _ 2 BLACK 2 ORANGE B C D 1 1 #16 #16 #16 ' #16 RED #14 BLUE - #14 2 RED #14 2 BLUE _ #14 E 2 BROWN #14 F 2 G 12 1 H 4 J K M P 1 FUNCTION ZONE - ZONE LOOP BORN/STROBE HORN/STROBE LOOP_ DOOR/HOLDER YELLOW #14 FAN SHUTDOWN BLACK WHITE ANNUNCIATOR PURPLE #14 ELEVATOR RECALL - ATLAS #16 TSP SPEAKER CIRCUIT 212-16-1-2J _ ATLAS 2 212-16-1-2J #16 TSP 1 PINK #18 1 -PINK #18 1 RED #14 1 BLACK #14 R 2 ORANGE #14 S 4 BROWN 116 Tt- T 3 - PURPLE #14 3 YELLOW #14 SPEAKER LOOP REMOTE LED 24VDC POWER EQUIP CONNECTION - REMOTE TEST SWITCH DIALER W 2 YELLOW #16 BEAM DET TRANSMITTER - X - ATLAS - 218-16-1-1 TP #I6 ZAS LOOP `r 2 BLUE - #16, - _ BEAM DET TRBL Z ATLAS 218-16-1—ITP #16 RS 485 COMM NOTES: . 1) TAG AND IDENTIFY, ALL ZONE WIRES 'MTH ZONE NUMBER 2) TAG AND IDENTIFY ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER 3) TAG AND IDENTIFY ALL ANNUNCIATOR WIRES 4) NO MORE THAN "63" T—TAPS - PRECEEDING OR ERCP STROBE AMBLE - Nm SIGNAL OR EOL -TYPICAL STROBE CONNECTION PREc®NG SIGNAL OR FRCP - STROBE NEXT _ SIGNAL OR EOL A D A REGULATION COMPLIANCE SWITCHES, CONTRCLS AND FIRE ALARM PULL STATIONS SHALL BE MOUNTED AT +48" TO TOP - - FIRE ALARM INDICATING APPUANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING WHICHEVER IS LOWER REFER TO A.D A GUIDUNES 1 t SEQUENCE OF OPERATION NOIlYIS Tlfld 1Yf1NYW NO1103130 3)IOPIS NO1103.130 1V3F1 ' NOI103L3Q '3)1011S Lona N01tMS 213dVVtf1 ACTIVATION OF LOCA ALARM AT FACP x X X DISPLAY ALARM ON ANNUNCIATOR ACTIVATE ALL AUDIBLE & VISIBLE DEVICES x x GLOBAL FAN SHJTDOWN SHUTDOVN RESPECTIVE HVAC UNIT TRANSMIT ALARM SIGNAL TO CENTRAL STATION - x SYMBOL LEGEND SYM DESCRIPTION PART NUMBER BACKBOX SCHEDULE a MANUAL PULL SIGA-270 4 SQ W/ 1 GANG RLNG- 2 1/4" DEEP - SMOKE DETECTOR SIGA—PS- SIGA—SB 3 1/2"- OR 4" OCTAGON HORN/STROBE 15/75 CANDELLA - 757-7A—T - 4 SQ 1 1/2" DEEP w/ 1 1/2" EXT RING STROBE -ONLY, C DENOTES 202-7A—T 1 GANG BOX D DUCT DETECTOR BY OTHERS SELF—CONTAINED CR CONTROL RELAY MODULE SIGA—CR 4 SQ W/ 1 GANG RING- -2 1/2" DEEP MONITOR MODULE SIGA—CTI /2 4 SQ W/ 1 GANG RING- 2 1/2" DEEP EQU PMENT CONNECTION BY OTHERS BY OTHERS REMOTE LED SIGA—LED I GANG BOX FACP FIRE ALARM CONTROL PANEL EST2 SELF—CONTAINED EOL 2 � PWR TOP OF 5 SETS TO FACP X v x X U4 C 04 2C 2X r 3C IFlyIE _ 12OVAC '4• } EARTH GROUND C C C D D4 C © 4 C DIEM_ 1:3Q EOL RISER DIAGRAM NOT TO SCALE DEVICES ARE TYPICAL ESI - DIVE. Io/06/66 PL3T 636.& 96 L ACCEPTED Without Comments As Noted In Red - Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances The responsibility for the adequacy of design rests totally with the designer Additions, deletions or revisions to these drawings after thrs date will void this acceptance and will require a ` resubmittal of revised drawings for subsequent approval Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau Date /0/230 % By 4 kr Please call 575-4407 and give this job and exact address for shut, down or restoration approval. S1) EAST SIGNAL CIRCUIT DIST 300' CURRENT VOLT DROP' 1 02 TROUBLE/ SUPERVISORY CONDITION AT FACP TROUBLE/ SUPERVISORY CONDITION- - AT ANNUNCIATOR TRANSMIT TROUBLE/SUPR CONDITION TO CENTRAL STATION UONITOR POINT A1CtliTt3R POINT 47K RED LED (ALA RWACTI VE) DATA IN + 47K FROM SIGNATURE CONTROLLER DR PREVIOUS OVACE 1131 4 3 2 GREEN LED WATERFLOW/TAMPER DATA OUT + DATA CUT - TO NEXT (KVICE SIGA—SB _S2) SOUTH 1.35 2 85 S3) NORTH 775 35 DATA IN - DATk IN + TERM DESCRIPTION 1 NOT USED 2 DATA IN/OUT(+) 3 NOT USED REMOTE LED(-) 6 NOT USED TYPICAL SMOKEjPEAT BASE SIGA—CR SIGA-270 24 VDC OR — 120 VAC NO DATA IN + INC PATING TB/66 66 PLU RATING 10 AUPS-115 VAC DATA CUT - CONTROL RELAY - - PULL STATION DATA OUT + DATA OUT - MOLGETN OCT 1 3 1998 MOUO to Revisions - Date r FILE Project Number 3011020 Date 10/06/98 Checked By BAE - Scale NTS Sheet Title - FIRE ALARM PLAN COVER SHEET - Sheet Number 2122 - .18 -14 N‘ FAN SHUTDOWN 1 1 44---444.----,,-.44,---44.4,445-444- s .44 } r - I ,a-. �• -rte-- -C-"- -- • - fi J '4 4 - Ws. a. szt msaC F n-+ t 44 i Er `"ti 1 4 —4_ "44_ —� -—�-�i `.—__i.—-1��a—+ aL ter —.r .4. 5 ▪ EOL 4' LTJ \� i .S2-9 EOL , 1 t - I 4- 3 4 44 4 z --— — } i ti Haj 1� r-- 1 r 4 \-.t-----� S1-7 ,_ '41-^. v 1 • 5 Eal r • L V 141 fll# NAME, FA -2 � Y fr rr I 41 51-5 // 1 44 - >k sr. -4 ST -4 __r r r 1 (///, , „© #4_,__.: `-- ilr,.. ` kC t i V- 1' 4 t 4. r. 47_ _ .. _ _ _ L 74-4— r f 2C s- 2C 2^X Ir 2X ?\ fv ti 51-3 441 1 -r t 1 4 r i} { f 1 } L t tl C...f'— f h. 4- r444Z. -.s-wry- SSa�. .�/ir=l": z� t�-a_a_...1.. P L --, } f 11 _ f I1 a' } { s - t 1 v.. k^sti--,..- .4y..a----�.. T...t y1 �-. .--s..-..... 1.- ��.-�+-J. .-. tea i i 4- 2-3 F I _ t r. 1 t t -4 t 4- F t - i '1i 6_r_r 1 S2-4 rr ! f - 1.4 t 4- t 1 1 2 S2-6 52-1 4 FAN SHLTDOWN FAN _ SHUTDOWN 1 14 CR 4 ILL - 3. 53-3 -FLOOR PLAN GAIL 10/96/941 PLOF SCALE., 96 4 FAN SHUTDOWN FAN SHUTDOWN -7 53724 4 ▪ 3.4 14 ZEE $2-5 94 f < • 41--44--4 i a , ., i .., 4I 3 1.1 44 s3t. 7. Le rrl 44. tt 1 1,4 SUX A • 2 r G 2 2 BLACK ORANGE ALL 1143ING TO MEET NEC ART 760 COD,E REQUIREMENTS re zorgi BLACK f GRANGE _ 416 BLUE - 114 I:NE LOOP HORN/STROBE LOOP 2 DROWN 114 DOOR/HOLDER 2 YELLOW /4 4 FAN SHUTDOWN BLACK WOE 4 PURPLE 114 ELEVATOR RECALL COLOR, MZE PINK 418 PINK, a t RED 114 24VDC POWER FUNCTION REMOTE LED t BLACK 114 ORANGE 114 EQUIP CONNECTION 3 ,4 BROM _ 116 REMOTE TEST SWITCH 2 PURPLE , 114 YELLOW - 114 YELLOW 116 ATLAS - ATLAS 218-16-1-1W 446 DIALER - BEAM DEL TRANSMITTER ZAS LOOP - BEAM DET IFIBL. RS 485 COMM - 1) TAG AND IDENTIFY ALL ZCNE WIRES WITH ZONE NUMBER. - 2) TAG AND tDENTIFY ALL SIGNAL oRcurr TRES WITH - SIGNAL CIRCUIT NUMBER. 4) ND LORE THAN "83. T -TAPS ON ADDRESSABLE iooP 4 44, EOL 44, rr 14 11 .FY ati4,-"/^X4'444- - �t --'-'4"----,-------4.--11z= -- 90:404-nJ"-43,44,--... .z 1�+ 4_4 3tt s ' Y GART SPORTS LLI o. o cr Revisions Date Project Number - 10/043/913 Drawn By CADDNT Checked 13y. BAZ Scale - Sheet Title - FIRE ALA= PLAN FIRST TWOR -44 FA -2 414 4. • .34 SYM DESCRIPTION PART NUMBER 8 ACXBOX SCHEDULE gi SMOKE DETECTGR - SIGA-PS S 1/2» OR 4» OCTAGON 12 4 HORN/STROBE 15/75 CANDELLA 4 SQ 1 1/2» DEEP WT 1 1/2» EXT. RING /±t" STROBE ONLY, C DENOTES 202-7A---4 - 1 GANG BOX [2 a DUCT DETECTOR BY OTHERS SELF-CONTAINED _ Ej CONTROL RELAY MODULE , ' SIGA-.-. CR , - 2 1 /2» DEEP ' 0 EQUIPMENT CONNECTION - BY OTHERS BY OTHERS _ ,__ 0 REMOTE LED SIGA-.:LED 1 -GANG BOX fmrs FIRE ALARM CONTROL PANEL 1 1,4 SUX A • 2 r G 2 2 BLACK ORANGE ALL 1143ING TO MEET NEC ART 760 COD,E REQUIREMENTS re zorgi BLACK f GRANGE _ 416 BLUE - 114 I:NE LOOP HORN/STROBE LOOP 2 DROWN 114 DOOR/HOLDER 2 YELLOW /4 4 FAN SHUTDOWN BLACK WOE 4 PURPLE 114 ELEVATOR RECALL COLOR, MZE PINK 418 PINK, a t RED 114 24VDC POWER FUNCTION REMOTE LED t BLACK 114 ORANGE 114 EQUIP CONNECTION 3 ,4 BROM _ 116 REMOTE TEST SWITCH 2 PURPLE , 114 YELLOW - 114 YELLOW 116 ATLAS - ATLAS 218-16-1-1W 446 DIALER - BEAM DEL TRANSMITTER ZAS LOOP - BEAM DET IFIBL. RS 485 COMM - 1) TAG AND IDENTIFY ALL ZCNE WIRES WITH ZONE NUMBER. - 2) TAG AND tDENTIFY ALL SIGNAL oRcurr TRES WITH - SIGNAL CIRCUIT NUMBER. 4) ND LORE THAN "83. T -TAPS ON ADDRESSABLE iooP 4 44, EOL 44, rr 14 11 .FY ati4,-"/^X4'444- - �t --'-'4"----,-------4.--11z= -- 90:404-nJ"-43,44,--... .z 1�+ 4_4 3tt s ' Y GART SPORTS LLI o. o cr Revisions Date Project Number - 10/043/913 Drawn By CADDNT Checked 13y. BAZ Scale - Sheet Title - FIRE ALA= PLAN FIRST TWOR -44 FA -2 414 4. • .34