Laserfiche WebLink
DD CC C G L Q S.5 <br /> 0. <br /> __--STEEL BEAM TOLCO FIG.828 WF BEAM WF BEAM 10 11 12 13 14 10 <br /> / ° KOREFIT STRUT BRKT.- 12" 5WAY BRACE ATTACH TOLCO FIG.828 <br /> FIG.65 HILTI KWIK HUS-EZ I ANCHOR I�� 5WAY BRACEATTACH� tD 9 <br /> BEAM CLAMP z 2 x 3/8"w/2X' EMBED �2' B-LINE STRUT CLAMP �1"STRUT CLAMP PERPENDICUAR 15 16 17 18 19 <br /> 3/5"A.T.R COJ ____ rl' STRUT CLAMP $ <br /> FIG.69R-- TORIT BOOTH TORIT BOOTH --- <br /> 3 8 ALL THREAD ROD ——————— BPS-150 Na"z 2 6"STRUT z 1'-0° 5^ B 20 21 22 23 24 <br /> RETAINING / PS-100 ig x 3Y" STRUT x 1'-0" ao TOLCO FIG.980 ao N <br /> STRAP 0 n 3° %"x 1"BOLT,NUT 5WVL ATTACHMENT FIG.950 <br /> 60°74° \5���l �WVLO.ATTACI. 25 26 27 28 29 7 <br /> FIG.69 R %"X 1"BOLT,NUT /a x 1°BOLT,NUT '_&WASHER(2) 60°-74° C 6 <br /> ADJUSTABLE RING ® �FIG 69 RING HANGER &FENDER WASHER(2) FENDER WASHER(2) 30 31 32 33 34 <br /> HANGER <br /> TORIT BOOTH LID HANGER #4 6 <br /> tt 35 36 37 38 39 <br /> HANGER #2 HANGER #3 TOLCO FIG.100I 4 <br /> HANGER 11'= 1"-O" Y"= 1"-0" 5WAY BRACE ATTACH. TOLCO4'?IPE LAMP 40 41 42 43 44 <br /> 1�°= 1'-0" 1�i - 1" 0" 4"PIPE CLAMP <br /> ACTS AS SEISMIC BRACE 3 <br /> LATERAL BRACE LONGITUDINAL BRACE 45 46 47 48 49 <br /> 2 <br /> 18.2.4*Flexible Couplings for Drops. Flexible couplings for 50 51 52 53 54 <br /> drops to hose lines, rack sprinklers, mezzanines, and free- 1 <br /> standing structures shall be installed regardless of pipe sizes as 55 <br /> follows: <br /> (1) Within 24 in.(600 Tom)of the top of the drop <br /> (2) Within 24 in. (600 mm) above the uppermost drop AREA OF WORK <br /> support attachment,where drop supports are provided to KEY PLAN <br /> the structure,rack,or mezzanine <br /> (3) Within 24 in. (600 mm)above the bottom of the drop N BLDG 40-56 <br /> where no additional drop support is provided NTS _ <br /> ZONE # SV56-14 <br /> IN LIEU OF A MELRAFLEX, COL. C-5.5 FLOOR 1 <br /> FLEXIBLE COUPLINGS ARE PROVIDED PER <br /> NFPA-13 2019 ED,SEC. 18.2.4 F z 2"Red.Coup. <br /> _ 2H <br /> - W. <br /> 15'-0" <br /> � 1 <br /> FILTER UNITS 1 e ❑ DESIGN AREA: RA#1 TORIT BOOTH <br /> 0 1 © I E EX AZAR2ROUP 2 <br /> 3 6" %,T <br /> r DENSITY: 4 GPM 2500 FT <br /> 0-2 2 uwoN �1 �1 4o I� ` 1 _ 4 _ Typ ® AREA OF APPLICATION 154 FT (ENTIRE BOOTH) <br /> m 1 EPLACE EX TEE w/90 0 HOSE ALLOWANCE: 500 GPM @ TUNNEL CONNECTION <br /> 0-55� v 1-11 <br /> REPLACE EX PENDENTN K. AL ULA 14 <br /> o 7 _ ° N BOOTH 2 Y M MAN 407.2 <br /> M 112 PSI @ BOR <br /> NO SEPERATIO — - 1-4 \ 0 SEPERATIO o�— o o AIR LINE © () <br /> E77�\ <br /> 1tEPNC EX PENDENT � � � CCESS PANEL ^ol� <br /> 0-2 IN BOOT (2) _ 2 5 8 1 = <br /> �] BB K2505-002 <br /> 10 ° <br /> -IN o 0-2� r �� 3 2' 2 6 2 9 21 2 �!N 0 5 <br /> -9 00 6 CD 0- O 3-9 O 3- ©3-9 O 3- TYP 1 eYEn TT City of Everett Permit Services <br /> n1 I WORK AREA I N '�'-"' <br /> B 1 9 J l/A 1 4 REVIEWED FOR CODE COMPLIANCE <br /> IHI �Y/ YiEPLACE EX TEE w 90 B Review Discipline:Public Works <br /> 1"DRAI OO-2 /�1"UNION / Reviewer.THerman <br /> S,� Date:05/28/2025 <br /> Review Status:Approved for Permit <br /> TORIT BOOTH NORTH VIEW TORIT BOOTH EAST VIEW TORIT BOOTH PLAN VIEW <br /> 1/41=1,-01r 1/a 1=1'-0tt 1A1 1/41=1t-0n <br /> CB BB T <br /> T <br /> I <br /> CONSTRUCTION NOTES <br /> MATCH LINE - FOR CONTINUATION SEE SHEET 1M260-25 PROVIDE NEW PIPING CONNECTIONTO <br /> EXISTING 4" CROSS MAIN TO SERVE SPRINKLER <br /> I 1B6 1 6 HEADS IN RELOCATED ENVIRONMENTAL <br /> r B RUN NEW PIPING IN CEILING SPACE <br /> SUPPORTING NEW PIPING OFF OF EXISTING <br /> CEILING/SECOND FLOOR STRUCTURE. <br /> B DROP NEW PIPING DOWN TO ENVIRONMENTAL <br /> ROOF ELEVATION AND CONNECT TO <br /> BOOTH EXISTING SPRINKLER PIPING, <br /> SI INTER IN <br /> TE1v2� <br /> PROJECT DESCRIPTION <br /> 5'-6" 16'-7" <br /> EXTEND THE EXISTING WET PIPE SPRINKLER <br /> o ti SYSTEM TO PROVIDE PROTECTION OF EXISTING <br /> o TORIT BOOTH, RESUPPLY EX BOOTH SPRINKLERS. <br /> FACTORY FLOOR SPACE ____4_ __ G 4x2lh4VM ____M ___ 4__ ____ <br /> �E) TI (E) I (E) o NOTES: <br /> 11A5 0 <br /> 1 1. SYSTEM DESIGNED PER NFPA 13, 2019 ED., FM, AND THE CITY <br /> N OF EVERETT. <br /> o B = 2. SYSTEM TYPES: <br /> SEE TORIT BOOTH I 21fx2 RED.COUP NI DETAILS -WETPIPE <br /> EX.8"RISER(SV56-14) <br /> 3. DESIGN CRITERIA: <br /> ' TOR Qe,� g� r o -OCCUPANCY: TORIT BOOTH <br /> I <br /> OR �� F Q -EXTRA HAZARD GROUP 2 .4/2500 <br /> 4. CONSTRUCTION GENERAL: <br /> z -STRUCTURE: STEEL COLUMNS AND STEEL BEAMS UNDER <br /> h 12Bs g CONCRETE DECK <br /> �I <br /> -BOOTH: STEEL <br /> I <br /> 9-10) 5. PIPE: <br /> EX.8"TO AFF -STEEL, BLACK, SCH40, IMPORT <br /> -EX.RISER(SV56-14) 6. FITTINGS: <br /> ______________________$_________ ______________________$_________________ __$_____________- 8 _ ____$_ �"INSPECTOR'S TEST CONNECTION. -GROOVED: VICTAULIC, FIRELOCK, WITH FACTORY ORANGE PAINT <br /> f (E) (E) E) (E) (E) J H (E) DISCONNECT IN TRuss SPACE ANo��a FINISH <br /> INSTALL TO DISCHARGE INTO TULLELS' a <br /> T NEW DRAIN SYSTEM 7. GROOVED COUPLINGS: <br /> -VICTAULIC STYLE 009 <br /> 8. HANGER MATERIAL: <br /> -FINISH TO BE BLACK OR SHOP STANDARD <br /> NODE PLAN @ ROOF DECK 9. WIRING OF ELECTRICAL COMPONENTS BY OTHERS. <br /> N 1n=1'On <br /> 8 <br /> N ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION REVISIONS STAMP - ...' PROJECT: <br /> AFF-CENTERLINE ABOVE FINISH FLOOR SYMBOL MAKE MODEL STYLE S.I.N. TEMP. N.P.T. K-FCTR. CANOPY FINISH TOTAL STATIC: 67 psi NO. DATE BY DESCRIPTION EKING Boeing Everett <br /> BFC-CENTERLINE BELOW FINISH CEILING • Expires•WASHINGTON STATE • <br /> BOB-CENTERLINE BELOW BOTTOM OF BEAM O VIKING QR PENDENT VK302 155° W" 5.6K N/A BRASS 2 RESIDUAL:57 psi � �CERTIFICATE OFCOMPrMOV1 i 3003 W.Casino Road <br /> BOC-CENTERLINE BELOW BOTTOM OF CHANN FIRE SPRINKLER SYSTEMS 1 FIRE PROTECTION <br /> BOD-CENTERLINE BELOW BOTTOM OF DECK VIKING OR HSW VK305 I55° Yx 5.6K N/A BRASS 12 FLOWING:3O9O gpm 4 Dwight Sickler Everett,WA 98203 <br /> 1 <br /> BOP-CENTERLINE BELOW BOTTOM OF JOIST 1 2038.0991-C Leve13 <br /> BOP-CENTERLINE BELOW BOTTOM OF PURLIN DATE: 0 VIKING AUTOMATIC SPRINKLER COMPANY <br /> 1 Viking Automat)Sprinkler Company <br /> BTJ-CENTER LINE BELOW TOP OF JOIST e V INA83T3NT 3434FATTLE, A.9 SOUTH <br /> �1 E LOCATION: 0 SEATTLE,WA.98134 <br /> COJ-CUT ON JOB ,/'�^\ PORTLAND LONGVIEW <br /> TOE-GROOVE ONE END PROVIDED BY:Boein MY 1 +S�Za�25 MEDFORD MERIDEAN <br /> TOE-THREAD ONE END F IY n.rw. 12CI SEDFOR PHONE:(206)622-4656 FAX:(206)622-9319 POCATELLO 40-56 Torit Booth <br /> R....�.i.....t•......t•.1..��1 G-G-GROOVE%GROOVE FIRE PUMP INFORMATION 0 CCBO#:VIKINAS373NT <br /> T-G-THREAD.GROOVE <br /> T-T-THREAD x THREAD PUMP TYPE:DIESEL Q o EDRAWN: DRAWNaY: SHEET NUMBER <br /> N.I.C.-NOT IN CONTRACT THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. 05/20/2025 MikeYouell <br /> S POC-PO INTOFCONNECTION TOTAL SPRINKLER THIS SHEET: 14 RATED PRESSURE:75 PSI APPROVING AUTHORITIES IT IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTILIZED 1 of 2 <br /> E�T NUMBER. <br /> VMT-VICTAULIC MECHANICAL TEE ITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER COMPAN SCALE: PRQIWO-149 <br /> POW FACE OF WALL TOTAL SPRINKLERS THIS PROJECT: 14 RATED GPM:1500GPM City of Everett As Noted WO-14913 <br />