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HomeMy WebLinkAboutPP - 11231 EAST MARGINAL WAY SOUTH - UPS FREIGHT / OVERNIGHT EXPRESS - PERMITS AND PLANS11231 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS 06-F-088 05-F-229 05-S-180 King County KING COUNTY ZONE 3 FIRE WATCH FORM FIRE WATCH INSTRUCTIONS I. Do not reset the alarm if alarm cause is likely a system malfunction. ?. Silence alarm if needed and direct the responsihle party to request a service call. 3. Fill out all portions of the Agency Copy. 4. On the Site Copy; a. Fill out the incident number and h. Identify the fire watch frequency c. Circle the appropriate fallow -up agency d. Identify which system is out -of -service. 5. Leave the Site copy with the responsible party. 6. Identify the person this form was left with. with.frcoc. Q 0 7. lithe Fire Watch was declined, identify the name of the individual who declined the fire watch. 8. Was the building secure when you left?7Yes 0 No If not, please explain what actions were taken. OW - 5 t L,-IC114 9. Post placard if unable to contact a responsihle party and/or hen notification to building occupants is important. Fire watch placard posted? Y / t 10. Scan and Email the Agency Copy to the appropriate Fire Marshal's Office. 1 I. Include Agency Copy with your tire incident report. INCIDENT #: (Ct (7 [_'KG 9 REASON FOR FIRE WATCH: P Sy ? i{w4. QP 6 Vciri NQ-' &Q1.1jNc3T' z j G tJ G75 Z- %VS,�C SYSTEM OUT OF SERVICE: v 1\s S Ter, IA .Sprinkler 0 Fire Alarm ❑ Monitoring 0 Other Suppression 0 Other 4 /et 40W RESPONDING UNIT/COMPANY OFFICER: 1333 (jt;_ It,Lti S BUSINESS NAME: l,J �': S BUSINESS ADDRESS: I1Tj\ Mikk2ki7t�.ir'Ci, Z�, 7 7931 BUSINESS PHONE: -LCC `),('- BUSINESS CONTACT AND PHONE NUMBER: 615 - L1'-O)(Q, CONT CT NAME/SIGNATURE: rf , \,qui , . r" p, - 1.1e ,\10,4\ LSI King County KING COUNTY ZONE 3 FIRE WATCH FORM Flfll \V \ I('t 1 IN Illi i(' (IONS I . 1)o not reset the alarm if alarm cause is likely a system malfunction. 2. Silence alarm i needed and direct the responsible party to request a service call. t. Fill out all portions of the Agency ('opy. t. ( )n the Site Copy; a. Fill out the incident numher and h. Identify the tire \vateh frequency e. Circle the appropriate tallow -up agency d. Identify which system is out -of -service. 5. Leave the Site copy with the responsible party. 6. Identify the person this tbrm was lett with. 3stit.La. 1ru.rvt 7. lithe Fire Watch was declined, identify the name of the individual who declined the tire atch. 8. Was the building secure when you lett? 0 Yes t No If not, please explain what actions were taken. Norw. �) .1n-eSS \a -4'S 1, eiz5 6w4�..1-l..u, 9. Post placard if unable to contact a responsible party and/or when notification to building occupants is important. Fire watch placard posted? Y / N 10. Scan and Email the Agency Copy to the appropriate Fire Marshal's Office. 11. Include Agency Copy with your fire incident report. INCIDENT #: REASON FOR FIRE WATCH: <pi n'4 Kt e— Sys t41 sti>J� SYSTEM OUT OF SERVICE: C'Sprinkler 0 Fire Alarm 0 Monitoring 0 Other Suppression 0 Other RESPONDING UNIT/COMPANY OFFICER: E 35 BUSINESS NAME: U IP$t BUSINESS ADDRESS: 1 123 i E t04 -(y BUSINESS PHONE: v'Z O(o -1427 - 7'P 9 PHONE'.NUMBER: Phitit / j r,/avat 2010 -76 7- 7W9 . /II \Nuµ \ n1 2010 COUNTY ZONE 3 FIRE WATCH FORM FIRE WATCH 1. Do not mart 2. SiIenceaj 3. Fill out 4. On UCTIONS "f alarm cause is likely a system malfunction. and direct the responsible party to request a sr ‘ ice call, Agency Copy. ber and uency ow -up agency out -of -service. nsible party. eft with. A4 1-15L identify the natne of the individual ‘‘ ho declined the tire u left? OKYes 0 No If not. please explain w hat actions Art— a responsi le party and/or when notification to buildinit ch placard posted? Y N Copy to the appropriate Fire Marshal's Office. ur fire incident report. ATCH: c ‘1 5 RVICE: 0 Fire Alarm 0 Monitoring 0 Other Suppression 0 Other G UNIT/COMPANY OFFICER: NAME: \J frV ADDRESS: lit 3 0'1 'J- S SS PHONE: 42-Ck - 1 1•a 1 SS CONTACT AND PHONE NUMBER: LY1.-L - ATURE: op) Ycilukk ...marer••••••••••••• 9,N4 Property Acquisition MOVED BY ROBERTSON, SECONDED BY KRULLER TO DIRECT THE MAYOR OR HIS DESIGNEE TO PROVIDE NOTICE, AS SET FORTH IN RCW 8.25.290, OF THE CITY COUNCIL'S INTENT TO TAKE FINAL ACTION TO AUTHORIZE THE CONDEMNATION OF PROPERTIES AT THE FOLLOWING LOCATIONS, ON NOVEMBER 6, 2017 AT 7:00 P.M. AT TUKWILA CITY HALL, 6200 SOUTHCENTER BOULEVARD, TUKWILA, WA 98188, AND TO AUTHORIZE STAFF TO ENGAGE IN PRELIMINARY DISCUSSIONS WITH THE POTENTIAL AFFECTED PROPERTY OWNERS. For the Justice Center: Parcel Number Address 0041000515 0041000514 0041000480 0041000494 0041000513 0041000516 0041000517 0041000335 0041000330 For Fire Station 54: Parcel Number 1523049263 N/A 15006 MILITARY RD S 15022 MILITARY RD S 98188 15Q30 MILITARY RD S 98188 15029 TUKWILA INTERNATIONAL BLVD 98188 15015 TUKWILA INTERNATIONAL BLVD 98188 15001 TUKWILA INTERNATIONAL BLVD 98188 4845 INTERNATIONAL BLVD 98168 14835 TUKWILA INTERNATIONAL BLVD 98168 Address 13916 42ND AVE S 98168 For the Public Works Facility: Parcel Number Address 0923049411 11234 TUKWILA INTERNATIONAL BLVD 98168 0923049152 11210 TUKWILA INTERNATIONAL BLVD 98168 1023049059 1231 EAST MARGINAL WAY S 98168 MOTION CARRIED 7-0.1113% JOB NAME: OVERNIGHT EXPRESSr 1 E JOB NO: T15128 NFPA 13 -1999 SWAY BRACE CALCULAT s, Inc. • BRACE DESIGNATION : 10 1) TYPE OF BRACE : 2) CALCULATED LOAD : LATERAL LONGITUDINAL ff 0 '" Signer r• 4 - WAY di 'A A. `-/ia 'ch _ sp _4w` '/ rivOUgh Dace ,'SIZE OrPIPE. . TO BE BRACED SCHEDULE OF .. _ . PIPE TO BEBRACED'' LENGTH OF F1IPE �,� . TO BE BAD;FILLED(P1PE,tFT. WEIGI T OF:, Al + - .;rk tw ' LOAD `' WEIG�FiT ' 1 40 1.027 1 1/4 SF 0.935 1 1/2 SF 1.355 2 SF 1.895 2 1/2 SF 2.550 3 SF 3.590 4 SF 56.00 5.430 304.080 5 10 8.650 6 10 11.520 8 10 20.040 TOTAL CALCULATED LOAD 304.080 I 3) SIZE & TYPE OF BRACE MATERIAL : ( PER NFPA 13 1996 TABLE 4-14.4.3.5.5 ) 4) MAXIMUM LENGTH OF BRACE : ( PER NFPA 13 1996 TABLE 4-14.4.3.5.5 ) 5) BRACE TYPE : " E ( PER NFPA 13 1996 TABLE 4-14.4.3.5.6 ) 1" SCHEDULE 40 STEEL PIPE SIZE 2 ' DESIGN ANGLE : 52 v o FROM VERTICAL (37-52- 75) 6) MAXIMUM HORIZONTAL LOAD FROM VERTICAL : 2500 LBS. @ 45 TO ( PER NFPA 13 1996 TABLE 4-14.4.3.5.5 ) 7) SWAY BRACE COMPONENTS : PIPE ATTACHMENT STRUCTURE ATTACHMENT 8) BRACE ANGLE SF S\SWAY BRACE CALCS ( PER NFPA 13 1996 TABLE 4-14.4.3.5.7 ) MANUFACTURE MODEL SIZE ALLOWABLE LOAD 59 0 TOLCO 4A 4" 2015 LBS. TOLCO 980 1" 2765 LBS. ALLOWABLE HORIZONTAL LOAD RECEIVED AUG - 9 2005 Tukwila Fire o FROM VERTICAL 152 o FROM VERTICAL DIVIDED BY A SAFETY FACTOR OF 2.00 DIVIDED BY A SAFETY FACTOR OF 1.414 o FROM VERTICAL DIVIDED BY A SAFETY FACTOR OF 1.155 ALLOWABLE LOAD PER BRACE ATTACHMENT / SAFETY FACTOR = ADJUSTED LOAD PIPE ATTACHMENT 2015 / STRUCTURE ATTACHMENT 2765 / 2 2 = 1007.5 1382.5 IF THE TOTAL CALCULATED LOAD IS GREATER THAN EITHER SWAY BRACE COMPONENT ADJUSTED LOAD, THEN ADDITIONAL BRACES ARE REQUIRED AND YOU MUST RE -DESIGN 10) TYPE OF FASTENER : ❑ KWIK BOLT SIZE X ❑ LAG SCREW ❑) n BOLT w LENGTH MIN. EMBED SIZE LENGTH SIZE X 11/20 LENGTH WELD x WELD THROAT LINEAL INCHES ❑ OTHER 11) ALLOWABLE LOAD PER FASTENER : ( PER NFPA 13 - 1996 TABLE 4-14.4.3.5.6 ) or 1/8" WELD PER LINEAL INCH = 1800 Ibs. 3/16" WELD PER LINEAL INCH = 3900 Ibs. 1/4" WELD PER LINEAL INCH = 5200 Ibs. 12) NUMBER OF FASTENERS REQUIRED : 2050 Ibs. TOTAL CALCULATED LOAD = 304.080 = 0.30 ALLOWABLE LOAD / FASTENER = 1007.5 REQUIRED NUMBER OF FASTENERS (ROUNDED UP TO NEAREST WHOLE NUMBER 1 ADDITIONAL COMMENTS : SFS DOCS\DESIGN TEMPLATES\SWAY BRACE CALCS JOB NAME: OVERNIGHT EXPRESS JOB NO: TI5128 NFPA 13 -1999 SWAY BRACE CALCULATI BRACE DESIGNATION . 2 1) TYPE OF BRACE : 2) CALCULATED LOAD : 4 LATERAL LONGITUDINAL 4 - WAY >:e IZEOF;PIPE " ' :TO'BE BRACED SCHEDULOF'a_. PIPE TO BE'BRACED iL`' �VGTI OF'�P�PE°''.:VIIEIGHTOF'VV ac TOBE BRACED t' A :T'">`` FILLED PIPE / FT LOAD ` WEIGHT 1 40 1.027 1 1/4 SF 0.935 1 1/2 SF 1.355 2 SF 1.895 2 1/2 SF 2.550 3 SF 3.590 4 SF 40.00 5.430 217.200 5 10 8.650 6 10 11.520 8 10 20.040 217.200 I TOTAL CALCULATED LOAD! 3) SIZE & TYPE OF BRACE MATERIAL : ( PER NFPA 13 1996 TABLE 4-14.4.3.5.5 ) 4) MAXIMUM LENGTH OF BRACE : ( PER NFPA 13 1996 TABLE 4-14.4.3.5.5 ) 5) BRACE TYPE : E ( PER NFPA 13 1996 TABLE 4-14.4.3.5.6 ) 1" SCHEDULE 40 STEEL PIPE SIZE 3 ' DESIGN ANGLE : 52 o FROM VERTICAL (37-52- 75) 6) MAXIMUM HORIZONTAL LOAD FROM VERTICAL : 2500 LBS. @ 45 TO ( PER NFPA 13 1996 TABLE 4-14.4.3.5.5 ) 59 0 7) SWAY BRACE COMPONENTS : MANUFACTURE MODEL SIZE ALLOWABLE LOAD PIPE ATTACHMENT TOLCO 1001 4" 2015 LBS. STRUCTURE ATTACHMENT TOLCO 980 1" 2765 LBS. 8) BRACE ANGLE ALLOWABLE HORIZONTAL LOAD SFS LULJXUtblUN ItMFLAItS\SWAY BRACE CALCS ( PER NFPA 13 1996 TABLE 4-14.4.3.5.7 ) o FROM VERTICAL o FROM VERTICAL o FROM VERTICAL 52 DIVIDED BY A SAFETY FACTOR OF 2.00 DIVIDED BY A SAFETY FACTOR OF 1.414 DIVIDED BY A SAFETY FACTOR OF 1.155 ALLOWABLE LOAD PER BRACE ATTACHMENT / SAFETY FACTOR = ADJUSTED LOAD PIPE ATTACHMENT 2015 / 2 = 1007.5 STRUCTURE ATTACHMENT 2765 / 2 = 1382.5 IF THE TOTAL CALCULATED LOAD IS GREATER THAN EITHER SWAY BRACE COMPONENT ADJUSTED LOAD, THEN ADDITIONAL BRACES ARE REQUIRED AND YOU MUST RE -DESIGN 10) TYPE OF FASTENER : ❑ KWIK BOLT SIZE X ❑ LAG SCREW x n BOLT LENGTH MIN. EMBED SIZE LENGTH SIZE X 1'/2' LENGTH WELD x WELD THROAT LINEAL INCHES ❑ OTHER 11) ALLOWABLE LOAD PER FASTENER : ( PER NFPA 13 - 1996 TABLE 4-14.4.3.5.6 ) or 1/8" WELD PER LINEAL INCH = 1800 lbs. 3/16" WELD PER LINEAL INCH = 3900 lbs. 1/4" WELD PER LINEAL INCH = 5200 lbs. 12) NUMBER OF FASTENERS REQUIRED : 2050 lbs. TOTAL CALCULATED LOAD = 217.200 = 0.22 ALLOWABLE LOAD / FASTENER = 1007.5 REQUIRED NUMBER OF FASTENERS (ROUNDED UP TO NEAREST WHOLE NUMBER 1 ADDITIONAL COMMENTS : SFS DOCS\DESIGN TEMPLATES\SWAY BRACE CALCS N. JOB NAME: OVERNIGHT EXPRESS JOB NO: T15128 NFPA 13 -1999 SWAY BRACE CALC U LATI BRACE DESIGNATION 3 1) TYPE OF BRACE : 2) CALCULATED LOAD LATERAL ❑ LONGITUDINAL L 4 -WAY 'SIZE: OF PIPE TO BE BRACED SCHEDULE OF „ ' , PIPE TO BE'BRACED , ;LENGTH OF'PIPE ' #TO.BE.BRACED - WEIGHT OF WAT FILLED PIPE / FT. ; LOAD. z . WEIGHT 1 40 14.00 1.027 14.378 1 1/4 SF 0.935 1 1/2 SF 1.355 2 SF 40.00 1.895 75.800 2 1/2 SF 2.550 3 SF 3.590 4 SF 5.430 5 10 8.650 6 10 11.520 8 10 20.040 90.178 1 TOTAL CALCULATED LOAD 3) SIZE & TYPE OF BRACE MATERIAL : ( PER NFPA 13 1996 TABLE 4-14.4.3.5.5 ) 4) MAXIMUM LENGTH OF BRACE : ( PER NFPA 13 1996 TABLE 4-14.4.3.5.5 ) 5) BRACE TYPE : H ( PER NFPA 13 1996 TABLE 4-14.4.3.5.6 ) 1" SCHEDULE 40 STEEL PIPE SIZE 1 ' DESIGN ANGLE : 52 V o FROM VERTICAL (37-52- 75) 2500 LBS. @ 45 TO 59 ° 6) MAXIMUM HORIZONTAL LOAD FROM VERTICAL : ( PER NFPA 13 1996 TABLE 4-14.4.3.5.5 ) 7) SWAY BRACE COMPONENTS : MANUFACTURE MODEL SIZE ALLOWABLE LOAD PIPE ATTACHMENT TOLCO 1001 2" 2015 LBS. STRUCTURE ATTACHMENT TOLCO 980 1" 2765 LBS. 8) BRACE ANGLE ALLOWABLE HORIZONTAL LOAD SF S LUUSIUtaic,N ILMILAItS\SWAY BRACE CALCS ( PER NFPA 13 1996 TABLE 4-14.4.3.5.7 ) ° FROM VERTICAL 52 o FROM VERTICAL ° FROM VERTICAL DIVIDED BY A SAFETY FACTOR OF 2.00 DIVIDED BY A SAFETY FACTOR OF 1.414 DIVIDED BY A SAFETY FACTOR OF 1.155 ALLOWABLE LOAD PER BRACE ATTACHMENT / SAFETY FACTOR = ADJUSTED LOAD PIPE ATTACHMENT 2015 / 2 = 1007.5 STRUCTURE ATTACHMENT 2765 / 2 = 1382.5 IF THE TOTAL CALCULATED LOAD IS GREATER THAN EITHER SWAY BRACE COMPONENT ADJUSTED LOAD, THEN ADDITIONAL BRACES ARE REQUIRED AND YOU MUST RE -DESIGN 10) TYPE OF FASTENER : I I KWIK BOLT X SIZE LAG SCREW 3/8" SIZE X LENGTH MIN. EMBED X 3" LENGTH BOLT X SIZE LENGTH WELD X WELD THROAT LINEAL INCHES ❑ OTHER 11) ALLOWABLE LOAD PER FASTENER : ( PER NFPA 13 - 1996 TABLE 4-14.4.3.5.6 ) or 1/8" WELD PER LINEAL INCH = 1800 lbs. 3/16" WELD PER LINEAL INCH = 3900 Ibs. 1/4" WELD PER LINEAL INCH = 5200 Ibs. 12) NUMBER OF FASTENERS REQUIRED : TOTAL CALCULATED LOAD = ALLOWABLE LOAD / FASTENER = 324 lbs. 90.178 324 0.28 REQUIRED NUMBER OF FASTENERS (ROUNDED UP TO NEAREST WHOLE NUMBER 1 ADDITIONAL COMMENTS : SFS DOCS\DESIGN TEMPLATES\SWAY BRACE CALCS 0 JOB NAME: OVERNIGHT EXPRESS JOB NO: TI5128 NFPA 13 -1999 SWAY BRACE CALCULATI BRACE DESIGNATION : 4 1) TYPE OF BRACE : 2) CALCULATED LOAD : LATERAL LONGITUDINAL 4 - WAY so. hie. pan Spry' h1.134.9h Dece IZE O$'F'PIPE;,• :y. ,• TO BE BRACED. SCHEDULE OF, • ; PIP`iO;BE BRACED 4ENG'fH(0PIPE , TO BEvBRAC D'tri UIi`Eidfilt)OF°W I Ll D iLOAD . WEIdHT • 1 40 1.027 1 1/4 SF 0.935 1 1/2 SF 1.355 2 SF 58.00 1.895 109.910 2 1/2 SF 2.550 3 SF 3.590 4 SF 5.430 5 10 8.650 6 10 11.520 8 10 20.040 TOTAL CALCULATED LOAD 109.910 I 3) SIZE & TYPE OF BRACE MATERIAL : ( PER NFPA 13 1996 TABLE 4-14.4.3.5.5 ) 4) MAXIMUM LENGTH OF BRACE : ( PER NFPA 13 1996 TABLE 4-14.4.3.5.5 ) 5) BRACE TYPE : H ( PER NFPA 13 1996 TABLE 4-14.4.3.5.6 ) 1" SIZE 1 SCHEDULE 40 STEEL PIPE - 6 DESIGN ANGLE : ;52 � " o FROM VERTICAL (37-52- 75) 6) MAXIMUM HORIZONTAL LOAD FROM VERTICAL : 2500 LBS. @ 45 TO ( PER NFPA 13 1996 TABLE 4-14.4.3.5.5 ) 59 ° 7) SWAY BRACE COMPONENTS : MANUFACTURE MODEL SIZE ALLOWABLE LOAD PIPE ATTACHMENT TOLCO 4A 2" 2015 LBS. STRUCTURE ATTACHMENT TOLCO 980 1" 2765 LBS. 8) BRACE ANGLE ALLOWABLE HORIZONTAL LOAD SFS UUC.JWtbIbN ItMYLAItS\SWAY BRACE CALCS ( PER NFPA 13 1996 TABLE 4-14.4.3.5.7 ) • o FROM VERTICAL 52 o FROM VERTICAL o FROM VERTICAL DIVIDED BY A SAFETY FACTOR OF 2.00 DIVIDED BY A SAFETY FACTOR OF 1.414 DIVIDED BY A SAFETY FACTOR OF 1.155 ALLOWABLE LOAD PER BRACE ATTACHMENT / SAFETY FACTOR = ADJUSTED LOAD PIPE ATTACHMENT 2015 / 2 = 1007.5 STRUCTURE ATTACHMENT 2765 / 2 = 1382.5 IF THE TOTAL CALCULATED LOAD IS GREATER THAN EITHER SWAY BRACE COMPONENT ADJUSTED LOAD, THEN ADDITIONAL BRACES ARE REQUIRED AND YOU MUST RE -DESIGN 10) TYPE OF FASTENER : ❑ KWIK BOLT SIZE ❑X LAG SCREW 3/8" SIZE X LENGTH MIN. EMBED X 3" LENGTH BOLT X SIZE LENGTH ❑ WELD X WELD THROAT LINEAL INCHES ❑ OTHER 11) ALLOWABLE LOAD PER FASTENER : ( PER NFPA 13 - 1996 TABLE 4-14.4.3.5.6 ) or 1/8" WELD PER LINEAL INCH = 1800 Ibs. 3/16" WELD PER LINEAL INCH = 3900 Ibs. 1/4" WELD PER LINEAL INCH = 5200 Ibs. 12) NUMBER OF FASTENERS REQUIRED : 324 lbs. TOTAL CALCULATED LOAD = 109.910 = 0.34 ALLOWABLE LOAD / FASTENER 324 REQUIRED NUMBER OF FASTENERS (ROUNDED UP TO NEAREST WHOLE NUMBER 1 ADDITIONAL COMMENTS : SFS DOCS\DESIGN TEMPLATES\SWAY BRACE CALCS FILE Old Riser Location A Tamper Switches A ? ew Riser Location to FACP Flow Switch Hi/Lo Air Switch NOT TO SCALE Job Notes: 1) All Fire Com NW work is show in RED. 2) Cabling to FACP is existing. 3) Tamper Switches installed by others 4) Flow Switch & Hi/Lo Ari Switch are existing and relocated by others. EQUIPMENT LEGEND DEVICE SYMBOL QUANTITY PART NUMBER DESCRIPTION BACKBOX 14 AWO, 2 CONDUCTOR'FPLP' JACKETED CABLEI 1 18 AWG, 4 CONDUCTOR PPLP" JACKETED CABLEI Electrical J -Box —W 3 End of Line Resistor WIRE LEGEND TYPE DESCRIPTION A 18 AWO, 2 CONDUCTOR'FPLP' JACKETED CABLEI 8 14 AWO, 2 CONDUCTOR'FPLP' JACKETED CABLEI C 18 AWG, 4 CONDUCTOR PPLP" JACKETED CABLEI GENERAL NOTES: 1. ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET - THEN IT IS TO BE IN CONDUIT. 3. ALL JUNCTION BOXES, COVERS, AND BACK BOXES ARE TO BE PAINTED RED. 4. PULL STATIONS ARE TO BE MOUNTED AT 48" TO 53" ABOVE THE FLOOR. 5. ALL INDOOR HORNS, STROBES, HORN STROBES, AND MINI HORN STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 8" BELOW THE CEILING, WHICHEVER IS LOWER. 6. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE VNTH THE FOLLOWING: A) 36" INCHES AWAY FROM ANY AIR HANDUNG SYSTEM DIFFUSER B) NOT IN CLOSE PROXIMITY TO ANY FLUORESCENT UGHT FIXTURES 7. EXTERIOR HORN / STROBE SHALL BE MOUNTED ON THE TOP 2/3 OF THE OUTSIDE WALL OF THE BUILDING, AS HIGH AS POSSIBLE FOR MAXIMUM VISIBILITY FROM THE FIRE DEPARTMENT ACCESS ROADWAY. 8. ALL FIRE ALARM WIRING PENETRATING ANY FIRE RATED BARRIER SHALL SE SEALED WITH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASES. PAID NOV 17 2005 Tukwila Fire FIRE COM NW LLC PO Sex 3932 8w61e WA 991243932 208-2344700 DATE: PROJECT NNE: DRAM: CEA Overnight Express CHECKED: KC .11231 E. Marginal Way APPROVED BY: KC Tuukkwila WA SHSCALE: NO. DATE REVISION BY • 1 .11/16. . JOB NUMBER: FA- 1 of /1. Sr9W2 //Z// DE-rA.t L `A1 , EAISTING, -31.)tt.Dt‘s1G, 1=7.1s-r1NGt� FAG? CXIST%NG, 'FM 5CR'RoOM - ' AT PW 5vJMTGH DET46.1 L 1" •ev- VAt..)L-1^ I { -E—t—VAL)LT'TANIVER 54.1 tTG1465 (2.). G ITE 'TAN . Wr5 VAvUT Fire Alarm Legend Qty Symbol Description Part # Mounting SMITH FIRE SYSTEMS, INC. 1106 541h AVE EAST TACOMA WA 9 8424 comm. REG. NO. SMITHFRHFS1360T Bus: (253) 326.1880 FAX: (253) 926-2350 1 FACP FIRE ALARM CONTROL PANEL (FACP) EXISTING Self Contained 2. OATE T REASON FOR REVISION VAULT TAMPER SWITCH OSYSU-2 Self Contained 1 YARD PIV TAMPER SWITCH PCVS-2 Self Contained Q\1t=RNtCa :. T.:icPR�SS • 11231 E. M AR.c.11 %1-t AC_ wA`{'. `CUK'vJ11..A) WA • -- ., ....._ . t t r YART> 'Pt\/ VAULT TAM PCR svJtTGt4E.S t" 1 'PIV Y? D PI\/ TAM'PE12. 5v vrct1 -vs.1Ak L. cA' fUKWILA FIRE DEPARTMEN1, Please call: 575.4402 and give this job No. O -F and exact address for shut. down or restoration approval' EAI sT.l t.ICa lc ltd ALARM CONTROL . - PANtirt.. - 514. 5101 • - 1 1 SEF, 'DIAGRAM N -r5 > 'ro Exts-riaG-t fAG? —VAUtT.TAM'PER 5'JJt T GN'S_ D. D CC m TE 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 iv these drawings after i 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 Preventioh Bureau. SIRE A Date: 5- -`) "° L By: 1 `(ASD PIS/.?AM .. NOTICE A completed; -signed, Tukwila Fire Department Pre-test Certificate must, be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result fn a Re -inspection Fee and termination of the testing. ARM WIRE LEG-►C!AD 2 Att/6, 1Z14TFD -F'G)�.V/q-i/DAtAr Loc;ATtoRS• BLE PAID MAY - 5 2006 ✓-'2(50 Tuk�viia Fire /f7,y'-- LEGEND REVISIONS CONTRACT WITH SE'ACOP1 1105 t-tE ,101,11'P E'R ST, SUIT It)0 1SSAczoPt-%,VJA. 438024 PROJECT MANAGER c PATRL GK PHONE: 425. 834- 9120 , ; .. • FAX: • SUPERINTENDENT: 1G.EW< PHONE:4Z5^ 4,5Z- 2548 • FAX :. •• CERTIFICATE OFCOIAPETANCY STAMP • • KEY KM SMITH FIRE SYSTEMS, INC. 1106 541h AVE EAST TACOMA WA 9 8424 comm. REG. NO. SMITHFRHFS1360T Bus: (253) 326.1880 FAX: (253) 926-2350 m IN FQ ®TAMPER PRESSURE SWITCH (HI / LOW AIR) aD HOOD SYSTEM FLOW WATERFLOW FLOW SWITCH SWITCH ADDRESSABLE NOTIFICATION MODULE 0 ® F V ELECTRIC BEL./ SIREN• HEATDETER 194°FIXEDTEMCTOP. SMOKE DETECTOR MINI HORN MANUAL PULL STATION STROBE N0. OATE 0Y REASON FOR REVISION Q\1t=RNtCa :. T.:icPR�SS • 11231 E. M AR.c.11 %1-t AC_ wA`{'. `CUK'vJ11..A) WA • -- ., ....._ . . PwR POWER SUPPLY FACP FIRE AUTOMATIC CONTROL PANEL — � SHEET JOB NO Tf i sre CAT< S -06 1 OF 1 �! FAGO2 (BY OTHERS) 0 F -- Z li NEW 2'x2''Ax 4FDC� 11 (BY OTHERS) ci co- - ), O l O O v m I LI Iz EXISTING BUILDING 3,600 SQ. FT. CONSTRUCTION TYPE: 5-B OCCUPANCY GRP. S-1 RIDGE . "NEW -ADDITION 742 SQ FF: CONSTR TYPE. 5-B OCC GRP: B PORTION OF EXIST BLDG TO BE DEMO'D (BY OTHERS) SITE PLAN cb 0 10 20 30 40 50 SCALE 1" = 20' 1 1 1 1 1 1 1 1 1 1 1 1 2' 3 EXIST EXIST 0 AC YE Without Comments As Noted In Red Per The /At ched Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for cbriior'riance with current city standards. Acceptance is. subject to errors and omi cions which do not : uthoiize violations of ad311ted stair rds and t7t :firi'c'1",.._,'y, '('esponsibiiity+ to 'i the adequ Additi+ns, deletions or revisions iu i.l ese (.irawwwir(r= this date will void this,accoptance and will requ:r€' resubmittal of revised drawings for subsequent appro :. — 3" EXIST XISTING METAL "Z" PURLIN BUILDING (EXISTING AS) TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut= down or restoration approval. 3" EXIST 7 NEW 2' GRV 90° w/ NEW 4 x 3 RV L 4" 4" 2' T EXIST -H-,^,,-f - NEW 4" FEED MAIN w FROM RE -LOCATED RISER p CUT -N NEW 4" GRV TEE w/(1)4X2RV tv b 2' = (Y-7" 'H 1 NEW 2 -VA COND NIP AUX DRAIN UNDERGROUND NOTES: 1) ALL UNDER3ROUND TO BE BY OTHERS. CONTRACTOR TO BE STATE LICEASED AND CERTIFIED TO INSTALL UNDERGROUND PIPING PER NAC 212-80. 2) PIPE TYPE AND CLASS TO MEET LOCAL JURISDICTION APPROVAL 3) ALL UNDERGROUND PIPING SHALL HAVE 3 FEET MINIMUM BURY (TO TOP OF.IPE) 4) ALL UNDER3ROUND PIPING SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION 5) ALL UNDER3ROUND PIPING SHALL BE RESTRAINED IN ACCORDANCE WITH THE SPECIFICATIONS AND NFPA 24 (LATEST EDTION). 6) ALL UNDER3ROUND PIPING SHALL BE HYDROSTATICALLY TESTED AT UOT LESS THAN 200 PSI OR 50 PSI ABOVE STATIC PRESSURE N EXCESS OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). 7) ALL UNDEROUND PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 24 (LATEST EDITION) FLOW THE REQUIRED PATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTICA OF FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS 4" - 490 GPM 6" - 880 GPM 8" - 1,560 GPM 10" -2,400 GPM 12' -3,520 GPM 8) ALL UNDFR3ROUND PIPING SHALL BE STERILIZED PER LOCAL JURISDICTION REQUIREMENTS WATER SUPPLY DATA STATIC 154.0 PSI RESIDUAL PSI FLOWNG GPM SITE PLAN LEGEND — — — EXISTING UNDERGROUND •1111110 01111NO ONO. NEW UNDERGROUND BY OTHERS NEW UNDERGROUND BY SFS GATE VALVE YARD PIV FIRE HYDRANT 2 -WAY FIRE DEPT CONN 4 -WAY FIRE DEPT CONN WIDTH OF STRUCTURE VARIES 6-8" TO 21'-1" METAL ROOFING OVER R-21 RIGID INSULATION OVER W PLYWOOD DECK OVER 11 7/8" TJI JOISTS @ 24" o/c 12" 1" PITCH RUNS N&S - - - r EXISTING BAY TO BE DEMO'D=. J 4' -NEW 2" CHR QR SSP ON RETURN BEND NEW 2' X -MAIN (REQ'D FURRING BY OTHERS) 5/8" GWB CEILING ON UNDERSIDE OF TJI JOISTS NEW 742 SQ FT OFFICE ADDITION RE-INFORCED CONC SLAB 7 TOP OF STRUCTURE VARIES 9'-0" TO 14'-6" Final acceptance is subject to field test and inspection) L r The Tukwila Fire Prevention Bureau. f4 Date: (0 /0Lll05— By: �cra 1 0 ©ri��r 0A-1e/,2/a-� SECTION A -A 4 8 ,.�... 12 Mil --Mil lilt ... MIN ,.. O—N,. Mil 'MI SCALE 3/16"=1'-0' (LOOKING NORTH) NEW GRADE BEAM ON PILINGS LL LL Z 0 Ja. W a.0 0g W IFO CW7 GIRT Z VJ EX. BLDG FLANGE LOCATION LOCATION DIMENSIONS BY GC SCALE 1/8"=1'-0" 4" T RED RED <451 RED 4" GRV FLG -151617181 ((3)1RED (l2llRED 03 >- a. F 0'-6W' RED SFS START POINT- , @ 6" & 4" FLANGE AFF 3,-2„ 0 0 0-8' 0' 6' 0'-5" RISER ELEVATION (LOOKING NORTH) 0 2 4 6 SCALE 1/4'1'-0" RISER EQUIPMENT LIST ITEM QTY 1 1 2 3 4 5 6 7 8 9 2 SIZE DESCRIPTION 6 x 4 CEMENT LINED FLANGED REDUCING 90° ELBOW DOUBLE DETECTOR CHECK BACKFLOW PREVENTER TAMPER SWLTCH GROOVED CHECK VALVE 4" DRY PIPE VALVE Ya" PRESSURE TYPE FLOW ALARM SWITCH 3' PRESSURE TYPE LOW AIR SWITCH AIR MAINTENANCE DEVICE MANUFACTURER MODEL KENNEDY WLKINS POTTER GRUVLOK RE -USE EXISTING (RELIABLE) RE -USE EXISTING (POTTER) RE -USE EXISTING (POTTER) RE -USE EXISTING 12 HEAD SPARE SPRINKLER CABINET CONTAINING THE FOLLOWING: RE -USE EXISTING SPARE SPRINKLERS AND WRENCHES MANUFACTURER TYPE MODEL RELIABLE SSP RELIABLE RELIABLE MODEL D WRENCH HEAD ORIFICE THREAD TEMP FINISH SIZE SIZE RATING QUANTITY F1FR CHR 1/2" 1/2" 1557 2 RE -USE EXISTING HANGER LEGEND SPRINKLER LEGEND SYM MANUFACTURER SIN TYPE MODEL HEAD FINISHFINISH E8CUTCWON ORIFICE SDf SUED ABBREVIATIONS SYMBOL LEGEND REVISIONS OwNmr F B OB BOO BOJ BOP S OT Cn FO VOW OFOW CND ABOVE FINISHED FLOOR BOTTOM OF BEAU STROM OF DECK BOTTOM OF JBOTTOM OF AB M Cur TO SBOTTOM OF TRU FIELD ORDERINSIDE ACE OF WALL OUTSOEFACE OF WALL NO AUTO. SPRO LLERS UNLESS NOTED OTHERWISE 12 BOD —44 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO DATE BY REASON FOR REVISION A 9/21/05 KJB REVISED NEW RISER LOCATION ADJUSTED SITE, RISER, CROSS SECTION AND FLANGE LOCATION PLANS CONTRACT WITH SEA -CON LLC 165 JUNIPER STREET, SUITE 100 ISSAQUAH, WA 98027 PROJECT MANAGER : PATRICK McOUEEN . PHONE : (425) 837-9720 FAX : (425) 837-1585 SUPERINTENDENT : KELLY CELL: (425) 652-2548 FAX toi 350ADA OSYSU-2 78 FP (C-2) (HLSB) (PS -40) GENERAL NOTES 1. ALL COUPLINGS WITH "F" TO BE FLEXIBLE TYPE. ALL OTHERS TO BE RIGID. 2. ALL PIPE TO BE AS FOLLOWS' STELL PIPE ASTM A.795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED Of ",FL rE"TPA ' DALLuN S 1 40 0.133 1 049 THREADED. CUT GROOVED. ROLL GROOVED. PLAIN END. POLISHED 2053 0044 11/4 SUPERFLO 0059 1536 ROLL GROOVED. POLISHED END, PLAIN END (FOR BUTT WELDING) 1.817 0097 112 SUPERFLO 0074 1.728 ROLL GROOVED. POLISHED END. PLAIN END (FOR BUTT WELDING) 2448 0.125 2 SUPERFLO 0074 2203 ROLL GROOVED. POLISHED END. PLAIN END (FOR BUTT WELDING) 3456 0.202 212 SUPERFLO 0074 2703 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 4734 0.303 3 SUPERFLO 0074 3314 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 6526 0 458 4 SUPERFLO 0074 4310 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 9927 0773 5 10 0134 5295 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 17.300 1.144 6 10 0134 6357 ROLL GROOVED. PLAIN END (FOR BUTTWELDING) 23030 1649 8 10 0188 8249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40080 2.780 " WALL THICKNESS PER NFPA r 13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING DRY SYSTEM TO ACCOMODATE THE DEMOLITION OF THE EAST BAY OF THE EXISTING BUILDING, INCLUDING RE -LOCATION OF THE EXISTING SYSTEM RISER INTO THE EXISTING SHOP AREA. SFS WILL THEN EXTEND THE EXISTING SYSTEM TO PROTECT THE NEW OFFICE ADDITION. - CLARIFICATIONS - SYSTEM RISER AND EQUIPMENT MUST BE KEPT HEATED, BY OTHERS, TO A MINIMUM OF 40°F TO PREVENT WATER IN PIPE FROM FREEZING. - ALL PIPING TO RUN EXPOSED TO VIEW BELOW THE STRUCTURE IN THE WAREHOUSE BRANCH LINES IN THE NEW OFFICE ADDITION WILL BE CONCEALED IN THE JOIST CHANNELS ABOVE THE CEILING. MAIN PIPING WILL RUN EXPOSED, BELOW THE JOISTS, ALONG THE WEST WALL. FURRING OF THIS MAIN, IF REQUIRED, IS TO BE BY OTHERS - EXCLUSIONS - PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT EXCEPT AS REQUIRED BY NFPA 13, 2002 - ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES - CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES - ALL UNDERGROUND WORK DESIGN CRITERIA PER NFPA 13, 2002 EDITION, PARA. 11.2 2 3, AND THE CITY OF TUKWILA: OFFICE: ORDINARY HAZARD GROUP 1 PIPE SCHEDULE • 000, Inc. a �04" �nrtific01B 47 yea level °gyp roc ( 111 0 4 'Diatm s h 40 0 tyq• -Flo 404 4. i00. pri19 ey - hrbOugh Deee- CERTIFICATE OF COMPETENCY STAMP FITTER / LISTER NOTES : 1. COUPLINGS INDICATED BY "F' TO BE FLEXIBLE 2. DISCHARGE MAIN DRAIN TO SAFE LOCATION OUTSIDE 3. MAINTAIN 2" ANNULAR SPACE AROUND PIPES PASSING THROUGH CONCRETE FLOORS ALL LENGTHS SHOWN ARE CENTER TO CENTER KEY PLAN 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 OVERNIGHT EXPRESS 11231 E. MARGINAL WAY TUKWILA, WASHINGTON DESIGNER DATE SHEET JOB NO. KJB 9-9-05 1 OF 2 T15128 SYSTEM 1 AREA DESCRIPTION AREA FOOTAGE NUMBER OF SPRINKLERS OFFICE 742 8 TOTAL 742 - ' - 8 KEY PLAN 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 OVERNIGHT EXPRESS 11231 E. MARGINAL WAY TUKWILA, WASHINGTON DESIGNER DATE SHEET JOB NO. KJB 9-9-05 1 OF 2 T15128 riD) 3 EXISTING LINES 2 1 —114 EXISTING EXIST BEND-I.— @ END@ PEAK EXISTING LINES 1 GANG DRAIN N 0 Q" 1%�� ' (IN1 0 1 GANG DRAIN FLD CUT EXIST 0 V O Z O 0 - Z N 0 RED * v O . 1.-- O D— Fti 3 00' 5 0 ( 4 O NEW 4"GRT tM1 1' 4 V =_ w - On, III l,a7l'I EXISTING— / 1-3 1 Olf 2 U CUT & ROLL GRV EXISTING 41" AR) 40 X -MAIN cc ov 0 BLUE (ABOVE 0 co w z /abw u BLU (BELO J o Z M) 0 iN A' 4:O 5o L....m.....-.0 0^ 1 1 ON GANG DRAIN LD CUT EXIST EXISTING RISER ----__ TO BE RELOCATED SHUT DOWN & DRAIN SYSTEM REMOVE SPOOL AT BASE OF RISER AND INSTALL A G' BLIND FLANGE TO CAP U.G. DEMO OF ALL PIPE IN THIS BAY IS BY OTHERS. SFS IS TO CO-ORDINATE SALVAGE OF EQUIPMENT & MATERIALS THAT ARE TO BE RE -INSTALLED. (SEE BELOW LEFT) NEW LOCATION OF MODIFIED RISER (SEE RISER DETAIL ON SHEET#1) 0' � 2 UPPLY ti 0 +GOO OTHry4 $: \-\. ti P 04' co 6'-8 4" FDC LINE B 4" CS e x 1 3'-10" UE— �Q Lc) TOOL STORAGE N ROOF PIPING PLAN 0 4 8 12 SCALE 1/8"=1'-0" ti 1 e 4" CS 6'-8„ � 8) 411 BLUE 7-0 q..4 lb Io — 0,$„ + Ib OFFICE O 2 w K BULK TO B (0 W 0 O 03 (4 IFOW O (0 2 Q CIL BM 31 M IFOW EXTERIOR CANOPY (NAS) LESS THAN 4'-0" WIDE 6'-8" T-0" 4'-3'/." 20'-8H O O TOLCO FIG 58 3/8" SIDE BEAM BRACKET Z - PURLIN •--1/2" x 1" BOLT W/ NUT AND WASHER - -3/8" x36" ATR ▪ HANGER RING ( • JJq 4"X -MAIN SB HGR NTS ,- RIGID FRAM_ (4) TOLCO FIG 980 SWIVEL END 2'-0" 11 7/8" TJI-► 2'x4"x141/4"WOOD BLOCK W/ 4)16d NAILS /TIN STRAP WI ) NO. 10 x 1" HEX HEAD SCREWS WH HGR NTS 1/78 11/2' BOLTw/- NUT AND WASHER `(2)12"x112"BOLT w/ NUT & WASHER (2) 1 x (7-0") SCH-40 (�)P L OO FIG.G/4A-. BRACE 1 - 4 -WAY NTS '1/IDE FLANGE STEEL BEAM _-TOLCO FIG 980 SWIVEL END MIN. 12 DEPTH OF BEAM FROM4VERTICAL 1" (3-0) SCH-40 TOLCO FIG 1001 BRACE CLAMP 1" MIN EXCESS PIPE THROUGH CLAMP -/ BRACE 2- LATERAL NTS HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM MANUFACTURER SIN TYPE MODEL ESCUTCHEON F"19H O.�KF SUED TEMP RATING QUANTITY SEE HANGER DETAILS THIS SHEET RELIABLE R361X SSP F1 FR CHR CHR 1/2" 12" 155" 8 AFF BOB BOO 00.1 BOP CTS FO OW CPO* ONO ABOVE MASHED FLOOR B OTTOM OF BEAM B OTTOM Or an BOTTOOM o PURLIN CUT TO MKT IELD ORDER SOEE FACE OF WALL OUTSIDE FACE OF LL NO AUTO SORDSDERS UNLESS D,EO OTHERWISE -I 2 BOD CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO DATE BY REASON FOR REVISION A_ 9/21/05 KJB REVISED NEW RISER LOCATION AND FEED MAIN. CONTRACT WITH SEA -CON LLC 165 NE JUNIPER STREET, SUITE 100 ISSAQUAH, WA 98027 PROJECT MANAGER: PATRICK McGUEEN PHONE: (425)837-9720 FAX : (4251 837-1585 SUPERINTENDENT : KELLY PHONE : (425) 652-2548 FAX: --11 7/8"TJI JOIST ,-5/8"GYSUM BOARD 3/8" x 4" COACH SCREW ROD HANGER RING - 2" MAIN CS HGR NTS WOOD BEAM PER PLAN ,T6LCO FIG.-98414VEL-z- \END WITH 3/8'1_.13" LAG 1" MIN EXCESS-, 18(1-6) SCH-40 -�- TOLCO FIG 1001 FAST CLAMP BRACE 3- LATERAL NTS too, Inc. a 49 _.c GC11ttICa'e _ icy 4, IN MIN 1/2 DEPTH OF BEAM t_ 1 WOOD ER BEAM -TOLCO FIG. 980 SWIVEL END WITH 3/8"x3"LAG -1.11-6) SCH-40 MIN. 45� -TOLCO FIG. 980 SWIVEL END 0 i '- TOLCO FIG. 4/4A PIPE CLAMP BRACE 4 - LONGITUDINAL NTS FITTER / LISTER NOTES : 1. ALL BRANCHLINES IN NEW OFFICE TO RUN CONCEALED IN THE JOIST CHANNELS @ 6'•' 80D. TYPICAL HANGER TO BE WH, UNO. 2. NEW MAIN IN OFFICE TO RUN EXPOSED, WITH SLOPE OF ROOF HGRS TO BE 4" CS. FURRING TO CONCEAL THIS MAIN, IF REQUIRED, IS BY OTHERS. 3. SEE HANGER & BRACE DETAILS, THIS SHEET. 4 FLEXIBLE COUPLINGS INDICATED BY "P' ALL LENGTHS SHOWN ARE CENTER TO CENTER WALL LEGEND 1 / / /I T, CERTIFICATE OF COMPETENCY STAMP KEY PLAN FULL HEIGHT STUD WALL RFs SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG NO. SMITHFS1360T Bus: ( 253) 926 - 1880 FAX: ( 253 ) 926 - 2350 OVERNIGHT EXPRESS 11231 E. MARGINAL WAY TUKWILA, WA DESIGNER DATE SHEET JOB NO. KJB 9-9-05 2 OF 2 T(5128