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HomeMy WebLinkAboutPP - 18251 CASCADE AVE S - COLLIER BUILDING #D - PERMITS AND PLANS18251 CASCADE AVE S ASSOCIATED PERMITS 09-F-205 13-S-061 09-S-161 09-S-155 09-S-052 09-H-179 N City of Tukwila Fire Department TtJItWILA FIRE DEPARTMENT FINAL APPROVAL .FORM Project Name -- (t/EL,. N/hre ?/`-+ Address /97-5 I C/4- G fi /J t L 1/• MAR 1 6 2004 Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief Permit No. tzeio Retain current inspection schedule l• Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Alt Authorized Signature FINALAPP.FRM /4L/ay D to Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 2 O 9) 0 O ■ 1 n 0 m v a 0 _3 7 9 3 0 0 0 0 l0 O NN • 90 3 3 0. rn Oo C o 7 -0 S m c 3 c CD o 5-8-20 - = a. 0 0 0 9L < X C 1 r co O C O 1- 23 23 r 23 0 co 02 x rn 111111111111111111111 iv! • IF •NJA0 SY9 orj IIIIIIIIIillIIIIiIIH Ch 0O0H lA O I, 3NISIIlO NVISVAONNI LLOlflHS Sb'O NOTIVO £ IIlSNV O 27 i ,.•;-; a)ry v -{ x ▪ = 0 VI W Q D C7 • OA try P rn )rm xmn m pa 01 0 ?. C Z r, O '0' ✓ ao !U ' 2009 ukwila Fire pief C] 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 subpo. to errors and omissions which do not oOlations of adopted standards and ordinances. Ty•• • ' 5:onsibiiity for the adequacy of design res:_s tot :.,i. ; .... the designer. Additions, deletions or revisto .:. • nese drawings after this date will void this acceptancf and will requir0 resubmittal of revised drawings for subsequent approval.. Final acceptance is subject to field test and inspection by. The Tukwila Fire Prevention Bureau. Date: //V D -09 By: 41/%"\ I UKWILA FIRE DEPANTmiiaItt Please call: 575.47 end give this job and exact address for shut' loan or restoration approval h r NEP g7Zeci,e):,Qne 5�;-� .mac 7617 (7 c.,r4 /107`i(5-74-€71- A 4f -.98o32 Xz5-•ForaP t c ya ..1_ :v c,_() 45,a A.._63,',5 ' n :e 18 Ad" e_Q /E• /sic) ._ 4Yi 18251 CASCADE AVE S #B 09-F-205 36 NP! Pin" PAM. 5'.a• D IMF COOLER BOX 1 FREEZER BOX NIC YE E POS.TA> 9I NOSICO. Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection.. eLE COP ACCEPTED Without Comments 0 As Noted in Red 0 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 this date will void this acceptance and will require;a resubmittal of revised drawings for suosequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: l Z\\S\5 By:�5 J 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 in a Re -inspection Fee and termination of the testino. rUKwILA FIRE DEPARTMal4 Please call: 575-440Z and give this job and exact address for shut. n or rs torativn approves. DEC 15 2009 Tukwila Fire �� L . 04/08/2009 11:06 2532843547 I1ATRIoT FIRE PROTECTION, INC April 8, 2009 Fire Sprinklers Save Lives! To: Lt. Ai Metzler Tukwila Fire Department 444 Andover Park E Tukwila, WA Re: Encore 18251 Cascade Ave S, Suite B Tukwila, WA INSPECTIONS PAGE 02/02 2707 70TH Avenue East Tacoma, WA 98424 TEL: (253) 928.E290 FAX: (253) 922.8160 FcLg CO!' Lt, Metzler: Patriot Fire Protection, Inc. is requesting a shut down number for demolition of existing fire sprinklers in the cooler and freezer at the referenced address. The Encore tenant will be moving to another location and bringing the cooler and freezer with them. Please feel free to call with any questions. Sincerely, PATRIOT FIRE PROTECTION, INC, Clint Carr Project Manager HANFORD, WA OFFICE TEL (509) 373.6895 FAX (509) 373.8919 RoctrritA FIRE DEPARTM Please call: 575-4407 and give this job No. 0 9' S- OSa— and exact address for shut. own or rtastoratIon aonrn+ " VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222,0001 FAX (360) 699.4485 PATRIFPO99CF SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926.3706 C FREEZER SPRINKLER PLAN D 4 B SCALE 1/4'=1'-O SAMMY SCREW WOOD GST -20 TOP CHORD OF OPEN WEB TRUSS HANGER DETAIL 'SW INSULATION UNDER ROOF FITTER/LISTER NOTES 2.5' DIA HOLE OPEN CELL POLYETHYLENE FOAM BACKEROD DRY SSP DETAIL 1. INSTALL ALL DRY SSP SPRINKLERS PER THE DRY SSP DETAIL 2. ALL DRY SSP SPRINKLERS ARE A = 18" TAKEN FROM SHOP STOCK. 3. ALL HANGERS ARE TYPE' SW W/ CTS HANGER RODS. 4. SEND 20' OF 3/8" ATR FOR CTS HANGER RODS. — BETWEEN BARJOISTS PIPE SIZE W. • D BARJOI is 4,01 •.C. 1 _ It WEIGHEND WATER �P� NEW FREEZER UD AT 9'-O AFF � JJJ NEW ARMOVERSAND / DROPS TIED INTO E C J/ 41 PLUGGED OUTLETS EXISTING LINES APROX 13' AFF 4 PWGGED TEE ---1"-4 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVE, PLAIN END, POLISHED 2.05 0.044 u !/' NEW DRY SSP INSTALLED J INTO AT TEE W/APWG FREEZER EVAP UNIT —I BUILDING SECTION NTS WALL LEGEND T247'rY�tirit�rt�st4tli j EXISTING WALL NEW PARTITION WALL NEW FREEZER WALL PIPE / FITTING LEGEND NEW SPRINKLER PIPE — — — EXISTING SPRINKLER PIPE A = 18' FROM STOC SPRINKLER LEGEND SYM MANUFACTURER S.I.N. TYPE MODE. 1 tea• I �1a1" ._ ._ EXISTING UNCHANGED UNCHANGED SSP SSU CHR BRZ CHR 5.6K 5.6K 1/2" 1/2' 155° 155 NEW RELIABLE R5714 DRY SSP F30R CHR CHR 5.6K 286' TOTAL NEW 6 A ❑ Without Comments O As Noted in Red O 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 tile designer. Additions, deletions or revisions to these drawings after this date will void this c:ceep an d will require..la resubmittal of revised draw1ngs for s quent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /0 -(61 -o ti By: i UKWIL.A FIRE DEPARTMEM Please call: 575.7 and give this job No. 0 -S'—go a.T td exact address for shut. luwn or _ restoration aoorovoi AREA MAP ABBREVIATIONS NTS SYMBOL LEGEND REVISIONS AFF BOB B0P 3OS FO 1474 CPOW RAS 3140 ABOVE RNIBHEO FLOOR 003308 OF BEN" BOTTOM OF DE03 BOTTOM OF JOIST BOTTOM OF MIN BOTTOM OF TRUSS CUT TO SUIT 8ELD OROEA INSIDE FACE OF WNL. OUTSIDE FACE OF WALL NO AUTO, SPRNSERS UNLESS NOTED ODERNISE BOD 0 CENTERUNE 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 COUPUNG RIGID COUPUNG 140. DATE BY REASON FOR REVISION BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY: ALARM PHONE: ALARM CODE : ALARM PASSWORD •' FIRE DEPARTMENT FIRE DEPT. PHONE CONTRACT WITH GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER PREP TYPES ALLOWED WEIGHEND WATER �P� awe 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVE, PLAIN END, POLISHED 2.05 0.044 •• WALL THICKNESS PER NFPA !13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 1 1) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO PROTECT THE NEW WALK IN STORAGE FREEZER.. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABELING OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION OF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2007 AND THE CITY OF TUKWILA EXISTING CRITERIA SHELL SPACE - ORDINARY HAZARD 2 NEW DESIGN CRITERIA: RESTAURANT KITCHEN - ORDINARY HAZARD 2 THERE IS NO CHANGE IN DESIGN CRITERIA THEREFORE NO NEW HYDRAUUC CALCULATIONS ARE NECESSARY. INNOVASIAN CUISINE 7611 S. 180TH ST. KENT, WA 98032 PROJECT MANAGER : KAREN KITTMER PHONE : 425-251-3706 x 100 FAX : 425-251-1565 18251 CASCADE AVE S #B 09-S-161 SITE PLAN NTS 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 926.1880 FAX: ( 253) 926.2350 INNOVASIAN CUISINE FREEZER T.I. 18251 CASCADE AVE S. SUITE B TUKWILA, WA DESIGNER JOHN R. PROJECT MGR LLUVAAS DATE 10-16-09 SHEET 1 OF 1 JOB NO. T19160 4' 6' 8' 10' 12' 14' 16' 18' p Without Comments d As Noted in Red 0 Per The Attached Letter These plans have been reviewed b'f The Tukwila FIr Prevention Bureau for conformance with current City>. standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted :;;ndards and ordinances. The responsibility for the dequacy of design rests totally with the designer. 3:ditions, deletions or revisions to these drawings after :his 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: l0 / - i By:�/� / r�.rt %l" ( I ■vv r CES:PP SIJ `gib f . CAP> ZAffb 47`t le* &JEW 1` • AMSe 4-Leb 44=) Vtl 42.3,4,47 ,•, - TEL ► ,� IJEW IUKWILA FIRE DEP ARTMEM Please call: 575.440 and give this job No. 09-� 6' •.1 : xact address for shut' zi014o or rest:)ration approval. SPRINKLERS UPRIGHT PENDENT 0 EisTi SIDEWALL 0 0 ItobEar 0A Ise r Vi. ' i f •i t ....ip. . i w-- I t : 1 / •0 .1 r t i . —4-1-- .....------",.... ..a.nn..e.nm .t. .. .. .. _ . '.. - ... ...ems—i I �+.• I { , jj At—s i_ s l ...._ i 4' 6' 8' 10' 12' 14' 16' 18' p Without Comments d As Noted in Red 0 Per The Attached Letter These plans have been reviewed b'f The Tukwila FIr Prevention Bureau for conformance with current City>. standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted :;;ndards and ordinances. The responsibility for the dequacy of design rests totally with the designer. 3:ditions, deletions or revisions to these drawings after :his 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: l0 / - i By:�/� / r�.rt %l" ( I ■vv r CES:PP SIJ `gib f . CAP> ZAffb 47`t le* &JEW 1` • AMSe 4-Leb 44=) Vtl 42.3,4,47 ,•, - TEL ► ,� IJEW IUKWILA FIRE DEP ARTMEM Please call: 575.440 and give this job No. 09-� 6' •.1 : xact address for shut' zi014o or rest:)ration approval. SPRINKLERS UPRIGHT PENDENT 0 EisTi SIDEWALL ItobEar 0A Ise r Vi. PAID OCT - 2009 Tukwila Fire •2477 DVANCED FIRE PROTECTION INC. Phone: 425-483-5857azam Fax: 425-483-5077 P.O. BOX 1543 WOODIPMLLE, WA 98072 E—MAIL advflrYOlsomedla.00m JOB: I Z5l 6A.scA-Thewl E DATE te)-fit SCALE a.ereb PIPING PLAN & DETAILS 18251 CASCADEAVES#B 09-S-155 OF CE p Without Comments El 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 desk;; I ; ' s;l totally with the designer. Additions, deletions or revisions to these drawings after this date will void itis acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance Is `rl.:"dict to field test and Inspection by The Tukwila Fire P r eventIon Bureau. Date: �^ 1 3 -13 _By; ,A„ TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and ei:act EddreSS for shut- down or r€st:or?i.r,n approval. N 3'-0" 14'-0" 4'-0" IFOW IFOW 3,-3" 12'•1" 5'-8" 211-0" 1" DN TO EXISTING INSPECTOR'S TEST o cO FIRE SPRINKLER TENANT IMPROVEMENT PLAN NORTH SCALE: 1/4" =1'-0" EX. BRANCHLINE— EX. %" SSU — % a EX. 1" ARM -OVER REMOVE EXISTING 1" PLUG —1" x 2'-1" DROP 48" FLEX DROP 1/2" SSP —\ FLEX DROP NTS RIVERSIDE DRIVE AREA OF WORK 111 A00 GLU-LAM OR BEAM MODEL #GST 20 ALL THREAD ROD HANGER RING SAMMY SUPERSCREW HANGER TYPE S VICINITY MAP SCALE: NTS CASCADE AVENUE S. NTS SCOPE OF WORK: ADD NEW SPRINKLERS AS REQUIRED FOR NEW CEILING. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER DIMENSIONS AND MAINS, SHOWN THUSLY (1-6), WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. DESIGN NOTES: 1. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13 (ORDINARY HAZARD GROUP 1). 2. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 3. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI. 4. TESTING PER NFPA #13 AND THE CITY OF TUKWILA. FIELD NOTES: 1. ALL NEW PIPE TO BE BLACK, SCHEDULE 40 WITH BLACK, CAST IRON THREADED FITTINGS. 2. SPRINKLER HEADS IN ACT TYPE CEILINGS TO BE INSTALLED ON 1" X'/z" X 48" FLEXHEADS. 3. SPRINKLER HEADS ARE NOT REQUIRED TO BE LOCATED IN THE CENTER OF THE CEILING TILES. 4. ARMOVERS LONGER THAN 2'-0" SHALL HAVE A HANGER. 5. TYPICAL HANGER TO BE SAMMY SUPERSCREW MODEL GST -20 (UNLESS NOTED OTHERWISE). SPRINKLER PIPE LEGEND: = EXISTING SPRINKLER PIPE = NEW SPRINKLER PIPE = NEW FLEXIBLE SPRINKLER DROP SPRINKLER HEAD LEGEND: = EXISTING UPRIGHT SPRINKLER HEAD 0 A = ADD NEW PENDENT SPRINKLER HEAD Ic;3nd i_ir Glai�ia �' •I;,nrprr 7lilrn•d Cr 3 18'011131 ©2013 Google C ry S 1_4th'o. C3fsc,fti ;I 3 18013 31 Or a z 1 ')nd :. 1 3,th SI _ 15(:n =. 61341h61 5 1id 1813th 1'i 'SI5I,.`1 1; Map (IMO ©2013 Goorlle SITE PLAN SCALE: NTS DRAWING SYMBOLS REVISIONS HYDRAULIC DESIGN INFO. HANGER LEGEND SPRINKLER HEAD LEGEND - ALARM VALVE RISER A_ - FLOW SWTICH RISER • - DRY PIPE RISER - DELUGE/P.A. RISER O - FIRE DEPARTMENT CONNECTION .�. - WATER MOTOR GONG - ELECTRIC BELL —0- - FLEXIBLE GROOVED COUPLING - RIGID GROOVED COUPLING - THREADED PIPE COUPLING - CONTROL VALVE - CHECK VALVE - PIPE HANGER (SEE CHART) - SEISMIC BRACE (SEE CHART) 9-0 (8-10) - WELDED PIPE TAG - BRANCHLINE NUMBER - PIPE SIZE & LENGTH - PIPE SIZE & LENGTH (CUT) 100 - HYDRAULIC NODE 10'-10" FF - ELEVATION DATUM * 01-101" TS c - CENTE TOE OF DECK MK DATE BY DESCRIPTION ❑ THIS SYSTEM IS • I THIS SYSTEM IS NOT HYDRAULICALLY DESIGNED 171 HYDRAULICALLYDESIGNED A U -HOOK L - FLOW TEST - STATIC: B COACH SCREW ROD N "L" ROD TOGGLE NUT SPRINKLER TYPE / SIN NUMBER MFG MODEL SYMBOL K -FAC THREAD TEMP FINISH CANOPY QTY SEMI -RECESSED PENDENT / V2708 VIC V27 0 5.6 1/21" 155° CHROME CHROME 6 RESIDUAL: C "C" CLAMP P HDI -P GPM FLOWING: D TOP BEAM CLAMP W/ STRAP R WEDGE ANCHOR DATE & TIME: E EYE ROD S SAMMY SUPER SCREW (GST20) - SYSTEM DESIGN - F FLUSH SHELL SW SAMMY SIDEWINDER (SWG20) REMOTE AREA: G CEILING FLANGE SX SAMMY X -PRESS DENSITY: H SIDE BEAM BRACKET T TRAPEZE MAX AREA/HEAD J "J" BOLT U UNISTRUT POST K -FACTOR K SHORT CLIP W TOTAL THIS SHEET 6 Fire Sprinklers WA CL# FIRESI*988RJ 1524 45th St E - Suite 102 Sumner, WA 98390 (253) 826-0099 PROJECT: Innovasions 18251 Cascade Avenue South Tukwila, WA, 98188 DESIGNER: JEK DATE: March 7, 2013 CONTRACT WITH: Joseph S. Simmons Construction 3223 NE 125th Street Seattle, WA, 98125 PAID P.M. : Matt Sinkula : (206) 678-7875 MAR ., '7 ?O1'i UK,?i+tfLA. FTit"` r 18251 CASCADE AVE S #B 13-S-061 -t/2 -zs/eSZa� SCALE: As Noted HAZARD: Ord. Hazard, Group 1 AHJ: City of Tukwila JOB # 3219 SHEET # FP1 OF 1 EXISTING 11 I WIA I A -I I I STORAGE ROOM I c_ A 1 I ir12' -3" -AF 12`=3" ArA. I (z SIX IW ( �In13I-5"AF P DECK @ :b A MI ��� I ' 1 1 Cr �y. 3,-3" 12'•1" 5'-8" 211-0" 1" DN TO EXISTING INSPECTOR'S TEST o cO FIRE SPRINKLER TENANT IMPROVEMENT PLAN NORTH SCALE: 1/4" =1'-0" EX. BRANCHLINE— EX. %" SSU — % a EX. 1" ARM -OVER REMOVE EXISTING 1" PLUG —1" x 2'-1" DROP 48" FLEX DROP 1/2" SSP —\ FLEX DROP NTS RIVERSIDE DRIVE AREA OF WORK 111 A00 GLU-LAM OR BEAM MODEL #GST 20 ALL THREAD ROD HANGER RING SAMMY SUPERSCREW HANGER TYPE S VICINITY MAP SCALE: NTS CASCADE AVENUE S. NTS SCOPE OF WORK: ADD NEW SPRINKLERS AS REQUIRED FOR NEW CEILING. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER DIMENSIONS AND MAINS, SHOWN THUSLY (1-6), WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. DESIGN NOTES: 1. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13 (ORDINARY HAZARD GROUP 1). 2. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 3. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI. 4. TESTING PER NFPA #13 AND THE CITY OF TUKWILA. FIELD NOTES: 1. ALL NEW PIPE TO BE BLACK, SCHEDULE 40 WITH BLACK, CAST IRON THREADED FITTINGS. 2. SPRINKLER HEADS IN ACT TYPE CEILINGS TO BE INSTALLED ON 1" X'/z" X 48" FLEXHEADS. 3. SPRINKLER HEADS ARE NOT REQUIRED TO BE LOCATED IN THE CENTER OF THE CEILING TILES. 4. ARMOVERS LONGER THAN 2'-0" SHALL HAVE A HANGER. 5. TYPICAL HANGER TO BE SAMMY SUPERSCREW MODEL GST -20 (UNLESS NOTED OTHERWISE). SPRINKLER PIPE LEGEND: = EXISTING SPRINKLER PIPE = NEW SPRINKLER PIPE = NEW FLEXIBLE SPRINKLER DROP SPRINKLER HEAD LEGEND: = EXISTING UPRIGHT SPRINKLER HEAD 0 A = ADD NEW PENDENT SPRINKLER HEAD Ic;3nd i_ir Glai�ia �' •I;,nrprr 7lilrn•d Cr 3 18'011131 ©2013 Google C ry S 1_4th'o. C3fsc,fti ;I 3 18013 31 Or a z 1 ')nd :. 1 3,th SI _ 15(:n =. 61341h61 5 1id 1813th 1'i 'SI5I,.`1 1; Map (IMO ©2013 Goorlle SITE PLAN SCALE: NTS DRAWING SYMBOLS REVISIONS HYDRAULIC DESIGN INFO. HANGER LEGEND SPRINKLER HEAD LEGEND - ALARM VALVE RISER A_ - FLOW SWTICH RISER • - DRY PIPE RISER - DELUGE/P.A. RISER O - FIRE DEPARTMENT CONNECTION .�. - WATER MOTOR GONG - ELECTRIC BELL —0- - FLEXIBLE GROOVED COUPLING - RIGID GROOVED COUPLING - THREADED PIPE COUPLING - CONTROL VALVE - CHECK VALVE - PIPE HANGER (SEE CHART) - SEISMIC BRACE (SEE CHART) 9-0 (8-10) - WELDED PIPE TAG - BRANCHLINE NUMBER - PIPE SIZE & LENGTH - PIPE SIZE & LENGTH (CUT) 100 - HYDRAULIC NODE 10'-10" FF - ELEVATION DATUM * 01-101" TS c - CENTE TOE OF DECK MK DATE BY DESCRIPTION ❑ THIS SYSTEM IS • I THIS SYSTEM IS NOT HYDRAULICALLY DESIGNED 171 HYDRAULICALLYDESIGNED A U -HOOK L - FLOW TEST - STATIC: B COACH SCREW ROD N "L" ROD TOGGLE NUT SPRINKLER TYPE / SIN NUMBER MFG MODEL SYMBOL K -FAC THREAD TEMP FINISH CANOPY QTY SEMI -RECESSED PENDENT / V2708 VIC V27 0 5.6 1/21" 155° CHROME CHROME 6 RESIDUAL: C "C" CLAMP P HDI -P GPM FLOWING: D TOP BEAM CLAMP W/ STRAP R WEDGE ANCHOR DATE & TIME: E EYE ROD S SAMMY SUPER SCREW (GST20) - SYSTEM DESIGN - F FLUSH SHELL SW SAMMY SIDEWINDER (SWG20) REMOTE AREA: G CEILING FLANGE SX SAMMY X -PRESS DENSITY: H SIDE BEAM BRACKET T TRAPEZE MAX AREA/HEAD J "J" BOLT U UNISTRUT POST K -FACTOR K SHORT CLIP W TOTAL THIS SHEET 6 Fire Sprinklers WA CL# FIRESI*988RJ 1524 45th St E - Suite 102 Sumner, WA 98390 (253) 826-0099 PROJECT: Innovasions 18251 Cascade Avenue South Tukwila, WA, 98188 DESIGNER: JEK DATE: March 7, 2013 CONTRACT WITH: Joseph S. Simmons Construction 3223 NE 125th Street Seattle, WA, 98125 PAID P.M. : Matt Sinkula : (206) 678-7875 MAR ., '7 ?O1'i UK,?i+tfLA. FTit"` r 18251 CASCADE AVE S #B 13-S-061 -t/2 -zs/eSZa� SCALE: As Noted HAZARD: Ord. Hazard, Group 1 AHJ: City of Tukwila JOB # 3219 SHEET # FP1 OF 1