Loading...
HomeMy WebLinkAboutPP - 500 ANDOVER PARK EAST - ASEMCO - PERMITS AND PLANS500 ANDOVER PARK EAST ASSOCIATED PERMITS 09-F-193 09-F-162 13-S-127 Job Number. 2-11-10342 Report Description: Extra Hazard Group II Job Job Number 2-11-10342 Design Eng,neer ASEMCO Job Hanle ASEMCO BOOTH Slate Cerbr tanikaarae Number AEdrew t 500 ANDOVER PARK EAST AHJ Address 2 Job Site Ch TUKWILA, State WA Lig Code 98188 Drawing Nana 2-11-10342 R3 booth.cad System ' Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 33.60 at 36.00 Occupancy I Job Sulam Extra Hazard Group II Hose Allowance At Source 500.00 DensityMea or AppkwOan 0.40gpm/ft0 I 2500.00ftz (Actual 297.03ft2) Addtionel How Supplies Node Flow(gpm) Number 01 Spnnklen Calculated 7 Coverage Per Sprinkler 84.00ft° Avbpeak Results- Pressure For Remote Area(s) Adpcent To Most Renate Area Right: 99.98 � II. Total Hose Streams " Olitailt 500.00 . System Flow Demand Total Water Reoure0 (I,alutl,nq Hose PllowaMe7 2. i 753.66 _ a ���._'���i c •�� de aopz 0 :EE:::::: d 24.25 between nodes 20 and 22 Maskrum veloc,ty under Ground 1.47 between nodes 1 and 10 volume capes., a Wet Paas I Volume ...c.o..' D y Pipes 1012.57ga1 I Supplies Hose Flow Static Node (gpm) (psi) Residual @ Flow Available @ Total Demand Required Safety Margin (psi) (gpm) (psi) (gpm) (psi) (psi) 1 500.00 135.00 20.00 10000.00 I 134.04 1 753.66 99.98 34.06 Contractor I Contractor Number 2-11-10278 Contact Name C. MILLER Contact Title PE Herne of Co THSPO : FIRE SYSTEMS WEST Raw 253-833-1248 Extension Address 1 206 Frontage Road North, Suite C FAX Address 2 Erroll City Pack State zip Cede WA I 98047 NNMsrta �k 0 M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/19/2009 7:17:48AM Page 1 111 Summary Of Ou Jig.Pe\iices Job Number 2-11-10342 Report Description: Extra Hazard Group II k, M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/19/2009 7:18:11AM Page 2 Device Actual Flow (gpm) Minimum Flow (gpm) . K -Factor (K) Pressure (psi) Sprinkler 107 35.66 33.60 5.6 40.54 Sprinkler 106 37.06 33.60 5.6 43.79 Sprinkler 105 36.88 33.60 5.6 43.37 c Sprinkler 104 33.60 33.60 5.6 36.00 Sprinkler 101 37.17 33.60 5.6 44.06 Sprinkler 103 35.94 33.60 5.6 41.19 Sprinkler 102 37.35 33.60 5.6 44.49 c Most Demanding Sprinkler Data k, M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/19/2009 7:18:11AM Page 2 Job Number. 2-11-10342 Report Description: Extra Hazard Group II Node �y © Elevation(Foot) Fittings Pressure(psi) j Discharge(gpm! 32 9-0 T(5-0) 45.82 28 9-0 I P0(6-0) 48.36 26 9-0 P0(5-0) 48.63 30 9-0 T(5-0) 46.55 24 9-0 P0(6-0) 49.13 20 7-4 LtE(3-0) 68.74 22 9-0 LtE(4-1) 51.96 12 21-9 E(14-0) 82.09 81.83 14 21-9 16 21-9 81.55 18 21-9 E(6-10) 81.14 10 1-9 ALV( -2.50) 93.36 107 8-5 Spr(-40.54) 40.54 35.66 106 8-5 Spr(-43.79) 43.79 37.06 105 8-5 Spr(-43.37) 43.37 36.88 104 22-0 Spr(-36.00) 36.00 33.60 101 8-5 Spr(-44.06) 44.06 37.17j 35.94 37.351 103 8-5 I Spr(-41.19_ 41.19 j Spr(-44.49) 44.49 102 8-5 M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 10/19/2009 7:18:19AM Page 3 111 tiyd'rat tc Analysis Job Number: 2-11-10342 Report Description: Extra Hazard Group II 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 Gil Route 1 BL 1.0490 0=33.60 12.47 C=120 0.339785 13-7 Pf 6.99 Pe 5.64 Pv 104 22-0 q=33.60 K=5.6 36.00 Spr(-36.00) 26 9-0 48.63 E(2-0), P0(5-0) 7-0 20-7 CM 2.2030 0=143.19 12.05 C=120 0.133853 3-9 Pf 0.50 Pe Pv 26 9-0 48.63 24 9-0 49.13 3-9 CM 2.2030 0=253.66 21.35 C=120 0.385504 3-3 Pf 2.83 24 9-0 49.13 22 9-0 51.96 LtE(4-1) 4-1 Pe 7-4 Pv CM 2.0670 0=253.66 24.25 C=120 0.525777 6-7% Pf 16.07 22 9-0 51.96 20 7-4 68.74 2T(10-0), GIoV(-0.50), LtE(3-0) 23- Pe 0.72 29-7'/ Pv CM 2.2030 0=253.66 21.35 C=120 0.385504 33-4'V Pf 18.65 20 7-4 68.74 18 21-9 81.14 2LtE(4-1), E(6-10) 15- Pe -6.25 48-4'Y Pv CM 4.0260 0=253.66 6.39 0=120 0.020454 20-0 Pf 0.41 18 21-9 81.14 16 21-9 81.55 Pe 20-0 Pv CM 5.0470 0=253.66 4.07 C=120 0.006804 40-0 Pf 0.27 16 21-9 81.55 14 21-9 81.83 Pe 40-0 Pv CM 6.0650 0=253 66 2.82 C=120 0.002781 80-01 Pf 0.26 14 21-9 81.83 12 21-9 82.09 E(14-0) 14-0 Pe 94-0 Pv FM 7.9810 0=253.66 1.63 C=120 0.000730 120-0 Pf 2.60 12 21-9 82.09 10 1-9 93.36 E(18-0), ALV( -2.50) 18-0 Pe 8.67 138-0 Pv UG 8.3900 0=253 66 1 47 0=140 0 000430 104-9; Pf 4.56 30-6% Pe 2.06 135-3Y Pv 10 1-9 93.36 1 -3-0 99.98 E(30-6%), BFP(-4.50), S Route 2 DR 1.0490 0=35.66 13.24 C=120 0.379229 12-71 Pf 5.53 107 8-5 q=35.66 K=5.6 40.54 Spr(-40.54) 32 9-0 45.82 E(2-0)14-71Pv 2-0 Pe -0.25 BL 1.3800 0=72 71 15.60 C=120 0.372770 0-10; Pf 2.55 32 9-0 45.82 28 9-0 48.36 P0(6-0) 6-0, Pe -0.00 6-1 d, Pv CM 2 2030 Q=109.59 9 22 C=120 0.081615 I 3-3' Pf 0.26 28 9-0 48.36 26 9-0 48 63 Pe 3-3, Pv Route 3 DR 1.0490 0=35.94 13.34 C=120 0.384840 12-7 Pf 5.61 103 8-5 q=35 94 K=5.6 41.19 Spr(-41.19) 30 9-0 46.55 E(2-0) 2-0 Pe -0.25 14-7) Pv BL 1.3800 0=73.29 15.72 C=120 0.378270 0-10 Pf 2.58 30 9-0 46.55 24 9-0 49.13 P0(6-0) 6-0 Pe -0.00 6-1� Pv Route 4 DR 1.0490 0=36.88 13.69 C=120 0.403656 4-0 9-0 13-0 Pf 5.25 Pe -0.25 Pv 105 8-5 q=36.88 K=5.6 43.37 Spr(-43.37) 28 9-0 48.36 2E(2-0), P0(5-0) v Route 5 DR 1.0490 0=37.06 13.76 C=120 0.407323 0-7I Pf 2.27 5-dPe -0.25 5-7I Pv 106 8-5 q=37.06 K=5.6 43.79 Spr(-43.79) 32 9-0 45.82 T(5-0) GI Route 6 DR 1.0490 0=37.17 13.80 0=120 0.409601 4-0 9-0 13-0 Pf 5.32 Pe -0.25 Pv 101 8-5 q=37.17 K=5.6 44.06 Spr(-44.06) 24 9-0 49.13 2E(2-0), P0(5-0) Gil Route 7 DR 1.0490 0=37.35 13.87 0=120 0.413317 0- Pf 2.31 5- Pe -0.25 5-7IPv 102 8-5 q=37.35 K=5.6 44.49 Spr(-44.49) 30 9-0 46.55 T(5-0) gquivalent,Pipe Lengths of Valves and Fittings (C=120 only) ` C Value Multiplier / Actual Inside Diameter \ ° 87 Value Of C 100 130 140 150 1\ Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 m M.E.P.CAD, Inc. gmAutoSPRINK® VR7 v7.1.7 10/19/2009 7:18:23AM Page 4 Hydraulic Anatysis Job Number. 2-11-10342 Report Description: Extra Hazard Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings !Length !Pressure j Eq. Length Summary Total Length 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 DelV DPV E EE Eel Ee2 fd FDC fE fEE flg FN Fr 9 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 11W 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. goAutoSPRINK® VR7 v7.1.7 10/19/2009 7:18:23AM Page 5 mrd Hy,dlraulia G Re Job Number. 2-11-10342 150 Supply at Node 1 135 Static Pressure 135.00 120 105 90 =53.66@99.98 753.66 with hose streams N a. 75 In to a, 0 60 45 System demand curve 30 15 0 4 11J11W111 111111111 111111111 1 I 11111 11 11 I I i 1 I I I I I I I I I I I I I I I I I 1 I 1 I I I I 11 I 11 I I i 1 1 I 1 1 1 I o 100020 3000 4000 5000 6000 7000 Water flow, gpm 8000 9000 10000 Hydraulic GnPn Supply at Node 1 SfalIc Pressure 135.00 ReaiEual: R... 10000.00 @ 20.00 A. bI. Pressure 41 Time of Tad 134.04 @ 753.66 Sy$t.m o.mana 253.66 @ 99.98 System D.mnM (Including Hos. ...inc.) 753.66 @ 99.98 O M.E.P.CAD, Inc. I AutoSPRINK® VR7 v7.1.7 10/19/2009 7:18:27AM Page 6 Fire Systems West, Inc. 206 Frontage Road North, Suite C • Pacific, Washington 98047-1023 • Phone (253)833-1248 • Fax (253)735-0113 Automatic Fire Sprinkler System Shutdown Authorization Request May 30, 2013 City of Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 Attention: Al Metzler Reference: Empty Warehouse 500 Andover Park East Tukwila, WA 98188 Gentlemen, pi L FSW is requesting an Automatic Fire Sprinkler System Shutdown Authorization for the above referenced project to allow for the removal of an existing droop supplying a booth that is going to be removed. Plans showing additional system modifications and showing the work mentioned above will be submitted for approval and permit when plans are complete. Thank you, FIRE SYSTEMS WEST Cra' : filler Special Projects Designer TUKWILA FIRE DEPARTMENT Please calf 206-575-4407 and give this Fire Permit No. 11-s- and 3-S-and exact address for shut- down or restoration approval. NEW PAINT BOOTH OLR Partial Fire Alarm Plan 0' 4' B' 16' North SCALE 1/6' = 1' - 0' FROM EXISTING FACP Riser Diagram Zone Descriptions 1, 2. 3. 4. 5. 6. - 10. SPARE SPRINKLER WATERFLOW (FACP) SMOKE DETECTOR OFFICE AREA DUCT DETECTOR SUPV. W • - OUSE AREA DUCT DETECTOR PV. :O Without Comments `© As Noted In Red in Per The Attached Letter • % e plans have been reviewed by The Tukwila Fire "Preiiention Bureau for coriformar.ri, with current City standards. Acceptance is suhiec tip errors and ,omissions which do not authom, Ions of adopted . ,oility for the c.e designer. drawings after s ndards and ordinances. Thr adequacy of design rests totoi.y Additions, deletions or revisio: this•date'v iliwold this accepcarl;; ^c9 0/, iCEquire�a resubrnittal-of revised drawinpo fur approval. final acceptance' ivsubject to field•test.ana inspection by The Tukwila Fire Prevention Bureau. Date: /1 a3 -1-1/4A By: AREA UNDER THIS PERMIT EXISTING FACP EXISTING SPRINKLER RISER Key Plan SCALE: IWt[ North F twwWILA FIRE DEPARTMic *' Please call: 575.4402 and give this job Mo.6q-Fr 1r1 , and exact address for shuta A41wn Or restora %. t - ..as , Symbol Legend O SMOKE DETECTOR HVAC DUCT SMOKE DETECTOR 0 WET FIRE SPRINKLER WATERFLOW ALARM SWITCH 0 WET/DRY FIRE SPRINKLER TAMPER SUPERVISORY SWITCH AMMO, INDICATES END OF LINE DEVICE INDICATES EXISTING DEVICE Wire Legend A ZONE NO. 5 (6) #18AWG. FPLR (FIRE RATED CABLE) NOTICE A completed, signed, Tukwila Fire Department Pretest Certificate must be presented to the Inspector prior to commencement of Acceptant@ Testing of any Fire Alarm and Detection Systems, Failure of test will result �.n a Re -inspection Fee an; termination of the testinG, ukv, PROJECT NAME: Asemco Electronic Manufacturing Services Paint Booth Installation 500 Andover Park E. Tukwila, WA 98188 DATE 11/17/09 SYSTEM TYPE. FIRE ALARM & DETECTION DRAWN BY. J.F. SCALE AS SHOWN LICESECNORS ALARMCI055CW APPROVED BY DATE REASON DATE REVISION ACE FIRE & SECURITY SYSTEMS DIVISION OF MARA A CENTER MC 1-800-354-1555 P.O. BOX 3363 LACEY, WA 98509-3363 SHEET NO. FA1 "'l, 2009 la Fire 20"77 1 -44 • r,c I 1 I k t i -I - trrylir *--‘,ve , -- _. . _ , ... , _ _ ... S•,, -A 7.le;:d 1 1 - -,.• -.: :'';ec:',_ , i '›-'' " -----'---- - . - - VI c --,- '- - - I ' •‘,..FACc..,KI.VIC,4,,,,..,,,,,Mccili,,,H,..,....,‘,..jcc.,,,,,-, ,,,,,,,a,,,,,,,,,,,,r.,..=cr,..=.,..,,,, c..-,,,. ,.,-,•-,ur . -, , 4,,, „,,,, I 4k4.441 04:5' ANDOVER PARK E. HANGER LEGEND so ,1 , c J 1,0 _ •,,,,- .., s .1; 41-0,Ve- 7, it trccr-pcm J.L1- vc. t ,r - -- • lc; 1 E61.11 St • AREA OF WORK ;LE • 440. - 444:4;41..N.1:11., • ' ! ;.! • t,E; in,-,-„,-.REE1 - . • t.± - 1r�rBlvd ,. • Fri ":,- 77. • I: , • '77774, " • : • ;; , . • - , . ; • • • t" • 1.1 „ , , acakeig.,/icir, ''.27,1121rvell;LIM-FrAcr-davIA-74" 4.7'4 OFOW 32 ("106 ,EEE J1': I 2! 9.10 a' 1 9 1iO3 A> \ -I. 101., N BOOTH --CONTROL VA. 12 -1;; 14 le ( 10 SPRINKLER LEGEND E MT SPRINKLER PLA SCALE: 1/4" 1I -De" '4=1 r -t pc. tra SPRINKLER HEADS Lt,t4 REVISIONS PARTIAL SE TON SCALE: 1/4"=1I -G- , ..E. / . . , DETAIL IAI 4- / SPLIT RING HANGER _ /_1-1i r A le 1,, 3/8" AIL THREAD ROD SIDE BEAM BRACKET -2 11A?-4GER SR VENTILATION STACK SPLIT RING TO STACK . . IT) ,tea • , I '- SIDEWINDER/ HANGER MATE INS" Al THREAD ROD HANGER RING HANGER B SIDEWINDER TO GLB BOOTH P5200 STRUT SUPERSOREW VV BACKER NUT I Ef r I HANGER PS PIPE CLAti/IP STRUT TO WALL 12" BASE STRUT PIPE CLAMP --7 ! f. , --- i BOOTHrIMIS..9-- SUPERSCREW 1 VII/ BACKER NUT HANGER NK BASE STRUT TO DECK x (or ATR, NUTS AND WASHERS MAXIMUM LOAD FOR AlTACHMENT: = 620 - ' PER NFPA #13 FIGURE 0.3.5.0.11 TRIM ATR TO FIT TO BEA 1BRACE PPE kt 71-0" MAXWIUM LOAD 2500 • 1% BRACE PPE 70 mAxgarm LOAD = 3385 lbs. .sd 46 TO 69 DEG. GLB `TOLCO FIG.940 SWAY BRACE END 1 MAXIMUM LOAD RATING = 2765 lbs. 111AXERIII HORIZONTAL LOAD RATING TOLCO FIG. 4A PIPE CLAMP = 2015 Ibt. 112" x 0-6N ATR, NUTS AND WASHERS MAXIMUM LOAD FOR ATTACHMENT: = 620 Ibs PER T..111. DETAILS , 1" BRACE PPE MAXIMUM LOAD 2500 Pr BRACE PIPE 7E0' MAXIMUM LOAD = 3385 933. (.,cr 45 TO69DE , -_...LTOLCOFIGOSWAY BRACE END MAXIMUM LOAD RATING =278514s. MAXIMIJhl HORIZONTAL LOAD RATING TOLCO FIG. 1090 SWAY BRACE 2.5"-4 = 2015 lbs. TOLCOna1001 RIMY BRACE Iii" -8"= 2015 lbs. FOR I' BRACE PPE TCLCO FIG. 1001 SWAY BRACE Sr = 2765 tbs. FOR VA' BRACE PPE LONGITUDINAL SWAY BRACE WOOD CONNECTION TYPE -WA GENERAL NOTES LATERAL SWAY BRACE WOOD CONNECTION TYPE -WA SCOPE OF WORK THIS PROJECT IS A TENANT IMPROVEMENT, FIRE SYSTEMS WEST is ADDiNG SPRINKLERS TO PROTECT NEW VENTILATION BOOTH. MAMMA IOW - ALL AREAS PROTECTED SY A WET SYSTEM MUS r BE MAINTAINED BY OTHERS AT A MINIMUM (404F TO PREVENT FREEZING. EXCI USIONS - PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT. - ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES. - CENTRAL STATION MONITORING EQUPMENT, IRING AND SERVCES. RELOCATING EXISTING SPRINKLER PIPE FOR NEVV WORK OF OTHER TRADES. - STRUCTURAL VERIFICATION IF REQUIRED OR UNDERGROUND WORK OF ANY KIND. DESIGN CRITERIA PER NEPA 1(2D07) AND CITY OF TUKWILA (APPROVAL AGENCY) VENTILATON BOOTH - EXTRA HAZARD SYSTEM SEE PER NFPA 1-A22.5,4 EXTRA HAZARD PIPE SCHEDULE LEGEND: 0 MT EXISTING SPRINKLER PIPE NEW SPRINKLER PIPE NEW SPRINKLER TO BE ADDED EXISTING SPRINKLER MECHANICAL TEE FIT ER LISTER NOTES: 1_ HANGERS TO BUILDING STRUCTURE TO BE TYPE 'B' UNO. 2. HANGERS TO CEILING OF THE BOOTH TO BE TYPE 'NK' U.N.C. . HANGERS TO WALL OF THE BOOTH TO BE TYPE 'PS' MO, 4. HANGERS TO BOOTH VENTILATION STACK TO BY TYPE 'SR' UNO. CC 41 o without ConitreT, DM As Noted in flc:(..f. ID Per The Attached Letter 'hese plans have been reviewed by The Tukwila Fire "Jvention Bureau for conformance with current City ndards. Acceptance is subject to errors and ..issions which do not authorize violations of adopted :ndards and ordinances. The responsibility for the -dequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will requireia resubmittal of revised drawings for subsequent aproval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 16-x0 -0c1 By: (47114:0( /zofrte - F; Mcirt„. Otnct ele43-IC( EUKWIIA FIRE DEPART:ALM Please call: 575-4407, sad give this job and exact address for shut. down or restoration aDorovat 11•••••73••••100.1. DESIGN CRITERIA AND NOTES SUPFR SCREW NSERT O TOP BEAM CLAMP HD -P CEILING FLAr-4GE SDE 1:;i=-...\PQ1 BRACKET \tv X SIDE.krviNOER _-ROD WASHER PLATE POWDER DRNEN STUD WEDGE ANCI--10R. TRAPEZE SF%RS RINKLER ORIFICE SIZES THROS AND TYPE 1/2" 3?4' 112' 3/8" 7i1 8" 1/2" SPRAY 17/32" SPRAY 3/" 7116" 172" SIDEWALL UPRIGHT PENDENT TEE SIZE 4 SPRINKLERS - UP AND DOWN SYMBOL TYPE MFG SSP _LIYCO DRY - PEN VIKING OPENING UP 1/2" 1/2" 1" 1" SYMBOL OPENING DOIAIN SHORT CLIP cbtl,"16•1A0VM10-0,5•09YNV P•40.4,-.0.1,VA>vidvervYvcc.,Lt.4,..71.4.P......V.16•4Whcm:44,0•CmectliT 1./i DRY PEND 16P.•••• 1. 1/2" 155' TEMP RAG 1 T ZOO' !EE 26" 1,PPOS,Cce-Kle..31. • MODEL. i ORIFICE SIZE THREAD SIZE 1 TEMP FINISH Tf-B 5.6k 1/2"286' • CHROME m.................. 0.....u......m..mm wane so.....¢•....• ...a.r.a,..... •1•.-.......w.s...r.m,s.. a" ....e.,..wme.ormL:ortra M 5.6k 1/2" 26''' CHROME CHROME CANOPY UANTITE MK DATE DESCRIPTION TOTAL APPROVALS REQUIRED: DISTRBUTION: AUTHORITY: AUTHORITY 7 OWNER ARCHITECT OWNER / ARCHETEOT FIRE SYSTEMS WEST 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CEN i ER TO CENTER EXCEPT RISER 3, DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA f„.13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA. #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NEPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WrTH NIFF-IA 4113. OWNER ID PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZP,IG IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM, a. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY. OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE 1. ALL MAIN AND GRIODED B.RANCHLINE FIPING TO BE DYNA-FLOW JOINED VW GROOVED COUPLINGS AND Ffl11NGS(EN10). 2. ALL TREE SRANCHLINE PIPING TO BE SUPER 40 JOINED WI CAST IRON THREADED Hi I INGS. 3. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10E0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10-0". 4. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED W./ FOR FLEXIBLE 5, ALL HANGERS AT STEEL BAR JOISTS AND WIDE FLANGE BEAMS TO BE TOP BEAM CLAM, CEILING FLANGE, OR SAMMY SIDEWINDER (LINO). 6. ALL HANGERS AT CONCRETE SLABS TO BE HILT] HDI -P (UNO). 7. ALL PENDENT HEADS TO BE LOOATECi IN CENTER LINE OF TILES IN EITHER CIREC-TION CLOSER THAN 4" TO GRID- INIM•910.,•••••,,0•00104 VE FILE COPY BUILDING PERMIT # MO8 81 cor,,anAcT NAME: OTH ASEIVICO BOOTH 500 ANDOVER PARK EAST TUKWILA, WA 98188 ---- ASEMCO, INC 500 ANDOVER PARK E. TUKWILA, WA 98188 DIRECTOR OF OPERATIONS TIM RAMSEY Phone: 253-872-9053 Fax: ster,s Wes 219 Frontage Road North, Suite B Pacfic, WA. 98047 (253) 8331248 Fax: (253) 735-0113 140B1 0. C.:. t-e•P3 Cze,C_ 1N;',7 -ALL BY, AID T 1C20Q9 u kwila Fire i*M DES-(C3NER DATE jr-2.5 NUMBER ig 2-1 -034 2 414,10V6,4010.1.18*11612.1,1~1011610ir H EET 1 of