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HomeMy WebLinkAboutPP - 14227 TUKWILA INTERNATIONAL BLVD - UNKNOWN - PERMITS AND PLANS14227 TUKWILA INTERNATIONAL BLVD ASSOCIATED PERMITS 97-F-017 93-S-287 93-F-193 93-S-233 08-S-388 93-S-173 94-S-229 5F5 4519 South Orchard Tacoma, Washington 98466 SMITH FIRE SYSTEMS, INC. SM-IT-HF-S1360T (206) 473-6967 FAX: 475-1205 TO 1. KU)1 t.l4- ri RE DEPT . 4•4-4- D7 ✓c`2. ?*R E 1114.0 LA- 96 2: WE ARE SENDING YOU ,,> Attached 0 Under separate cover via Shop drawings ❑ Copy of letter O Prints LETTEIE OF UMERISERITUL DATE 23 Jk` V4� DATE JOS NO. WS 3g9- ATTENTION 5 RE F.% v -T-o AJ gopi- 5 14,1-4 Ami, f IFIL HoyS 1 int Ku.) I LA 1044 5 NZ 1.7 /)" / S 1-1vcR.xl-IAL1 CA -1_444_1-4T( oAni 0 Plans the following items: 0 Samples 0 Specifications O Change order 0 COPIES DATE NO. DESCRIPTION 5 7- 14-93 1/1 6 -Ka- Pito -r -ric,0 eR...." ...)s 5 7-23-` 1-1vcR.xl-IAL1 CA -1_444_1-4T( oAni THESE ARE TRANSMITTED as checked below: % For approval 0 Approved as submitted 0 Resubmit copies for approval ❑ For your use 0 Approved as noted 0 Submit copies for distribution ❑ As requested 0 Returned for corrections ❑ Return corrected prints ❑ For review and comment 0 ❑ FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS Ti -EA--- F-Gru RteF0C2 (4) 5, TTTh eff:iF= 71--A-A-1-S A /.l K A-t_cuu4-rt cs W iTN yota.R Alp F312.0 A- Ar -r ye a P. - A -12 .Ar2c A.) n, I# all 2 1993 Jf - E_, LTE: i 1'IjTr, 4 1 COPY TOQL41) SIGNED: q � 0 enclosures are not as noted, kindly notify us at once. SMITH FIRE SYSTEMS, INC. 4519 South Orchard • Tacoma, Washington 98466 (206) 473-6967 • FAX (206) 472-1205 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME R I V ERTOM NE I GU TS CONTRACT NO WS - 384 ADDRESS 14444` 4- PACIFIC I1iwAy s. DATE i - 2 3-93 'TUKWILA ► wA. OCCUPANCY GROUP (PER UBC) BUILDING TYPE (PER UBC) SYSTEM* W F T HAZARD DESCRIPTION' MERCAI JT►L..E HAZARD CLASS PER NFPA _ Ord/ /JA GRP 17_. SPECIFIC RULING. SALES A,REA: QRb► JAhy IJAZAR.D PLPF srke ite CAmoPY = ORD/,-'AR.GR.P.li 15-2,3.4.7_ RULING MADE BY: L.T. i<o I.1 Leto OF TO Kw ILA F. O . DENSITY. . ZO GPM OVER THE MOST HYDRAULICALLY MOST REMOTE 110 SQUARE FEET. MAXIMUM AREA OF COVERAGE PER SPRINKLER 10g SQUARE FEET HOSE ALLOWANCE INCLUDED IN CALCULATIONS: INSIDE HOSE 0 GPM ADDED AT OUTSIDE HOSE 2.50 GPM ADDED AT IN -RACE SPRINKLER ALLOWANCE. 0 GPM ADDED AT. 0 SYSTEM TYPE• W ET "C" FACTOR USED: OVERHEAD MO UNDERGROUND 140' SPRINKLER MANUFACTURER: REL /ABLE MODEL D. P K -FACTOR. S. S ORIFICE SIZE: Z TEMP: 11.S DEGREES F WATER SUPPLY: STATIC S Z PSI RESIDUAL 3(a PSI FLOW 214 SO GPM ELEVATION OF TEST: DATE OF TEST: 0 1989 DATA PROVIDED BY: WSRB LOCATION OF TEST: SUMMARY ' 394.34 GPM REQUIRED AT (6.53 PSI AT BASE OF RISER. (INCLUDING 250 GPM FOR HOSE STREAMS) T 0 A N AN - 000 0 N- 000 WdD —MOld PRINTED IN THE U.S.A. FOR NFSA, INC., P.O. BOX 1000, PATTERSON, N.Y. 12563 0% A N 000 N O%000 w 000 010341 000 ▪ — 0 0 0 0 0 0 • — A N 01 000 000 • — CO AJ 000 w— NCACO 000 w — 0 0 0 0 0 0 A N 000 000 000 X' 0o > PRESSURE (PSI) O aioUOU N 03 .1b. A t0 cn0O) 0 (41 V O(41 C3 CO co 1 MUM1111 CO0 00 $ 0i 1111 1111 WI -� 11110111 o C1 z x _ 4 _c _ R . = r o .z = - A r� til 2 -.. L ~— _ 1?' / _m —_ —U _ 11 — — — W c 23 _ = N: MO = - - 6P = - - - - N n (D FLOW TEST SUMMARY SHEET - -to - - Z' 0 1111 c (D 11 1 1111 1111 1111 1111 1111 1111 1111J111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 SUBMITTAL SERIAL NO:2244HY1 07-22-1993 PAGE 1 FLOW TEST RESULTS Water Supply STATIC 82.00 PSI RESIDUAL 36.00 PSI @ 2450.00 GPM CITY PRESSURE AVAILABLE AT 394.4 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR 16 22.62 19.67 17 21.53 19.67 18 20.74 19.67 19 20.20 19.67 20 19.89 19.67 21 19.71 19.67 22 19.67 19.67 5.50 5.50 5.50 5.50 5.50 5.50 5.50 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 3 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 PRESSURE MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 16.91 15.33 14.22 13.49 13.07 12.84 12.79 80.43 PSI 144.36 GPM 250.00 GPM 394.36 GPM 68.96 PSI 0.10 PSI 13.80 FPS SUBMITTAL SERIAL N0=2244HY1 07-22-1993 PAGE 2 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 12 22 1.049 L 1.50 0.1768 PT 12.79 ( 22) Q 19.67 F=T/E F 5.00 PE 0.00 AO C100 T 6.50 PF 1.15 11 12 2.157 L 11.50 0.0053 PT 13.94 ( 12) Q 19.67 F=0 F 0.00 PE 0.00 BN C100 T 11.50 PF 0.06 PT 14.00 ( 11) 11 21 1.049 L 1.50 0.1775 PT 12.84 ( 21) O 19.71 F=T/E F 5.00 PE 0.00 AO C100 T 6.50 PF 1.15 10 11D0 19.67 2.157 L 11.50 0.0191 PT 13.99 ( 11) O 39.38 F=0 F 0.00 PE 0.00 BN C100 T 11.50 PF 0.22 PT 14.21 ( 10) 10 20 1.049 L 1.50 0.1804 PT 13.07 ( 20) Q 19.89 F=T/E F 5.00 PE 0.00 AO C100 T 6.50 PF 1.17 9 10D0 39.38 2.157 L 11.50 0.0406 PT 14.24 ( 10) Q 59.27 F=0 F 0.00 PE 0.00 BN C100 T 11.50 PF 0.47 PT 14.71 ( 9) 9 19 Q 20.20 1.049 L 1.50 0.1858 PT 13.49 ( 19) F=T/E F 5.00 PE 0.00 AO C100 T 6.50 PF 1.21 8 9DQ 59.27 2.157 L 11.50 0.0699 PT 14.70 ( 9) Q 79.47 F=0 F 0.00 PE 0.00 BN C100 T 11.50 PF 0.80 PT 15.50 ( 8) 8 18 O 20.74 1.049 L 1.50 0.1950 PT 14.22 ( 18) F=T/E F 5.-00 PE 0.00 AO C100 T 6.50 PF 1.27 7 800 79.47 2.157 L 11.50 0.1074 PT 15.49 ( 8) Q 100.21 F=0 F 0.00 PE 0.00 BN C100 T 11.50 PF 1.24 PT 16.73 7 17 Q 21.53 ( 7) 1.049 L 1.50 0.2090 PT 15.33 ( 17) F=T/E F 5.00 PE 0.00 AO C100 T 6.50 PF 1.36 SUBMITTAL SERIAL N0:2244HY1 07-22-1993 PAGE 3 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 6 7DQ 100.21 2.157 L 11.50 0.1539 PT 16.69 ( 7) Q 121.74 F=0 F 0.00 PE 0.00 BN C100 T 11.50 PF 1.77 PT 18.46 ( 6) 6 16 1.049 L 1.50 0.2289 PT 16.91 ( 16) Q 22.62 F=T/E F 5.00 PE 0.00 AO C100 T 6.50 PF 1.49 5 6DQ 121.74 2.157 L 93.00 0.2110 PT 18.40 ( 6) Q 144.36 F=0 F 0.00 PE 0.00 BN C100 T 93.00 PF 19.62 4 5 2.067 L 62.00 0.2596 PT 38.02 ( 5) Q 144.36 F=5E/T F 25.00 PE 3.47 FM C100 T 87.00 PF 22.59 3 4 4.026 L 1.00 0.0072 PT 64.08 ( 4) Q 144.36 F=E/T F 30.00 PE 0.00 FM C120 T 31.00 PF 0.22 100 3DQ 250.00 8.071 L 35.00 0.0016 PT 64.30 ( 3) Q 394.36 F=0 F 0.00 PE 2.17 FR C120 T 35.00 PF 0.06 0 100 8.385 L 100.00 0.0010 PT 66.53 (100) Q 394.36 F=T/E F 77.00 PE 2.17 UN C140 T 177.00 PF 0.18 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 0.10 PSI 13.80 FPS PT 68.88 ( 0) FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Larry's Storage 14227 Tukwila Int. blvd. Permit No.: 08-S388 Date: July 22, 2008 Reviewer: Steve Kohler Fire Prevention Inspector/planreview (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/Z inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. ®i8 12- t 4-6 -H- APPENDIX B BATTERY CALCULATION WORKSHEET ESL 1500 SERIES STANDBY BATTERY POWER WORKSHEET 1500 Series System Components Standby Current Per Device Total Standby Current Alarm Current • Per Device Total Alarm Current 1500-BMB (Zone 1) CURRENT. 100 mA STANDBY 200 mA Indicating Circuit#1 12 5 mA 1 Amp = 1000 mA 4 I D mA Indicating Circuit #2 5 n}A 1 Amp = 1000 mA 0 ' mA�.. Auxiliary System Power Q mA 1 Amp = 1000 mA © 1500-ZEM (Zone 2) 8 mA 8 mA 70 mA 'J 0mA. '. 1500-ZEM (Zone 3). . , 8 mA g mA 70 mA O mA' 1500-ZEM (Zone 4) • . 8 mA Q mA 70 mA 0 'mA 1500-ZEM (Zone 5) 8 mA O mA 70 mA d mA , 1500-LEM 1 mA • 0 320 mA o 1500-DAC2 ONE 60mA ._ 6O mA 62mA /► b l_ mA-. 1500-ZRM-1 1500-ZRM-3 USE 1500-ZRM-5 ONLY 1500-RA5 ONE 1500-RA5A 0 mA 0 mA 0 mA 0 mA 0 mA O mA 15 mA 45 mA 75.mA 75 mA • . 75 mA 4 S'mA ..»." mA mA-"- mA ' �''•mA • �.. jmA i ,ry a.+,V�'. ` mA 'dotal `CurrenC Requirements�'� � 'T� � � s I S {p mA �'''��� �r -'� �' �'' '�' iri g mA mAX .001 Amp/mA X �.4 hours = 4.5 Ah Standby Amp hours TOTAL CONVERSION REQUIRED # OF STANDBY FACTOR HOURS IN CURRENT. 1500 STANDBY Maximum battery capacity (Ah) mA X .001 Amp/mA X TOTAL ALARM CURRENT CONVERSION FACTOR, minutes x .0167 hour/min = REQUIRED # OF MINUTES IN ALARM CONVERSION FACTOR 0 1 Ah Alarm Amp - hours TOTAL STANDBY BATTERY POWER = 4,5r Ah X 1.15 = ' `_ EXAMPLES OF 12 Ah MAXIMUM LOADING d 24 hour standby 15 minute alarm 60 hour standby 15 minute alarm Maximum standby current (mA) 416 167 Maximum alarm current (mA). 1500 1500 Maximum battery capacity (Ah) 12 12 BATTERY CAPACITY DERATING COEFFICIENT 1. 12Ah MAXIMUM Rq`rreYis Figure B.1 Battery Calculation Worksheet 22 Sentrol, Inc..1-800-547-2556 LA • Si -a2,1 aoe 6R1- Pow EcrRp,M - 1 • N to:A) AL,L,t;P-1) 12 'I ,(.7! Vim. L • } c Ori -ter E iz e (,in'( 1-)c)L4-A-0 VI 6ED r !< - - l sl 'ACL t (L)k) %�— Z4,-,#-) '7 11) • oki .1 LAl of; A WtJ \ QL / ;-; ayatiw lt'.T?* (01')1G CTfiO J (1t & t(-1.� FoQ (7) 1 r f 1- v DA) I rS . PRINTED ON NO 100004 CLEARPRINT • '1 19—J ef-C) O,AS 711 Etta ALS_ aUIJ' -T c>: Sfva r x.‘ 641 ke_ q Al_ P a .S'.,; ;:f- 10m71,7)04--si 60:17 Cif12'/J1 ff,4)?.) (&)(/ fTli‘iG) or2P/'eSSa i- (677.. SCJ: E. r -nt i v\i I ' / Kicky, trar;�3_h. (c klifJ /544 FA,, ' aF U jDvic e:VA 2,4 r 1 1 A 1 t k tiuj- a(A J [ i _ -r C L du -2 fi)4i:sY4I 1 U<T I - _J • 1_3.1�l 1 O riC7t 4A -S KO c ut-- &� x foe0)414 L ACCEPTED WITHOUT COMMENTS. AS NOTED 1N RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. AJditions, deletions or revisions to these it wings after this date will vol 1 this a ::e itan ;e ani will require a resubmittal of revised drawings. 41 _4 Fina l;a ;:e,�tance is sus ject to field- inspec t.;, y a re,�resentative of this [ der— 4! fnt DATE. /7 i �.. BYE-57.-71�T_,. ` .... CITY OF TUKWILA��� ' 575-4407 ?u ( r - J 00'7 ,2 �� taw ► r. - Jt t :Piter6 1.)E, Ovid 7 Gi t 1 /� d It ,t -l' P 21-4 t -ftilinT gr f , t mpaLs Ms (1.-obk.711-4-e.1.-azs a t©r Gt t - 1 (11'1"-;-� .o£ -` 1' se t i F ss -Zak__ 4 5 ' jf n si —+ .tjfa it'.' 2 __ TUKWILA FIRE DEPARTMENT -- • � ` T } , Please call: 575-4407 and give this JUL) /93 } I j' -' f tl!tlrt i i - �� i r f 1��1 f - t� \,tkV Tr -A411---4 }1(4 ) ti 1''tti C k and exact address for shut. down or restoration a rival ------ 1 r+ i --r -v-_ 1., r_ru, "t- el he- f FILE u�7fi c Ir 111G c( 1-1,/ t-JtLF ,Jt SCALE' //ED 1, DATE. -a APPROVED BY' DRAWN BY REVISED 1-1 DRAWING NIJNIBER 44, 144- Y4--144-- 3 y-4 -4 44, fee J 1 -449.4.4-4,-4,44-.444.4.4444.41,44. 54. -"—r-4444- 4414,...11. Stl&K payiel LaZi- ram e 444 perly-4.) A4 1Z Coki/Va -- 9477010 r -1)."2tAlc J p 1 tO n totjAtl ... ..41_. A4 -44 1 &ION S 7112..6141 MO( 0:54o ICAlizthydt r A z i amoi-k tict ANatsmroafirdz,16-Lgt. sit)gnad r ww 2 (/ tw Ltrk W' St:W 40f -144 44, ~Uc» rci Z EvAt �r a4vMM -To o--fz fiervre be. --E146 /2 KitPiz kfiira cote f s 6i 721, 7 1'e -rip IJ c h R r t (JP L/�.i 1' i V& � 1 S . 3 0 �1LAA-17ttl----j se viatt_tes 4)f2 fi t acki ACCEPTED 5)v ❑ PE 444 uitkOISE13- -74 tVticv 4 THOUT COMMENTS NOTED IN RED R THE ATTACHED LETTER 1— -44 Thekdraw ngs affixed hereto have been reviewed nd ac epted by the City of Tuk��rila Fie De 3t. A 1 iitions deletions or rens' to t r wings after this date will v i 1 tip 3 ani will require .a eJ4.14k lit 1 Jr re i 1411 Jr.iwings Fm�l ac tan e 4s su t t) 11 insOcti3 i y a f ,.re e ltative or ells dep r+ e9t DATE jo BY 2 CITY OF TUKWILA - 575 4407 t 1.4 114 TUKWILA FIRE DEPARTMENT Please call 575 4407 and give this job No 9F-/' and exact address for shut down or restoration approval. - 4 4 44 aerre".--440, l 1 t\ t t 44. y_.__ , F An 14, ��4 ) &� wik) _vcth‘hcc-: okyoriamAiA,e tLTA x1d� (tJP�ll1 mo t , -Pal& Dcaz7iom (6)-Sfic o017:5 oic_R— Z0t9D CFI() tiOrn4 14t(116A, aelYloitttlailooLijAl1/4-0_6KS7v-(g sPe.weu4 fihtoiauc fi L FLO 404, 4_4.44 . . 4.4 24 24 tRINTEDNO 000111 LEARPR PIT .. d 4,414.. 41111544. 4--- siimv-e4 O (0)NE4-0t & tomrWef/s1 t),) u 6,1 r ` 44. C- toc j i• lz-L� r� Y4 FILE 444 GENERAL LEGEND —o -4 BOD BOB BOJ FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERUNE HYDRAUUC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC AFF CH R.C. 00 E/C C/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEIUNG HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "AT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT") THREAD/"FIT" (ALSO "FxT") ALL -THREAD ROD SIDEWINDER (SWG20) 'SAMMY' WOOD HANGERS NOT LESS THAN 2' NOMINAL WIDTH. 1 1 (1 1/2' ) P NOT LESS THAN 3' NOMINAL THICKNESS ( 2 1/2' ) ( DEPTH OR SIDE OF VERTICAL MEMBER ) 2.3388 'SAMMY' WOOD HANGERS TYPICAL HANGERS AREA OF WORK WOOD JOIST CONSTRUCTION SUPPORT PIPING ON TOP OF NEW CORRIDOR RECESSED PENDENT SPRINKLER PIPE UNISTRUT CLAMP CHANNEL/STRUT HANGER NEW EXIT CORRIDOR - SECTION 'A' LEGEND O`' • 1 I' SPRINKLERS ADDED UPRIGHT AT ROOF EXISTING UPRIGHTS AT ROOF TO REMAIN NEW PENDENT SPRINKLER EXISTING SPRINKLER PIPING TO REMAIN NEW SPRINKLER PIPING • TY3231 TYCO TY -FRB QUICK RESPONSE CHROME RECESSED QR PENDENT 1/2" 155' <13 W/ WHITE RECESSED CANOPY K=5.6 O TY3131 TYCO TY -FRB QUICK RESPONSE BRASS UPRIGHT 1/2" 155' K=5.6 18 BARTELL DRUGS f LAUNDROMAT Lr RETAIL SHELL 7 VIDEO RENTAL O 9 9 9 9 9 SOUTH 144TH SITE PLAN SCALE: 1" = 40' 11111 0 20' 40' 80' JOB TOTAL: 31 exist. 2x 6 WD JOISTS CO 16" 0.C. to roof above exist. 0 st 0 N 0 13-6 4,. LOW WALL 114 STOACEa.qsF � SUPPORT NEW SPRINKLER PIPING ON TOP OF CORRIDOR LID W/ UNISTRUT AND CLAMPS Wall to roof above •�4 •'/ 1v4 /• /14 14-0 14 0 14-0 NEW EXITWAY COORIDOR a CONNECT TO EXISTING 2" OUTLET 2x11/4" BUSHING -3exist. O O EXIST. CMU EXTERIOR WALL • 14-0 •/ 1v 14-0 • r 8' High wall 114 8-4 8' High wall LOW WALL all 114 / 0 EXI ] P1 X 4" SPRINKLER PLAN - EXIT CORRIDOR SCALE: 1/8" = 1'-0" 0 4' 8' VERIFY UPRIGHT COVERAGE SPACED TO NEW FULL HT WALLS - ORDINARY HAZARD 130 S.F. PER SPRINKLER MAX COVERAGE 16' 1/" CUT -IN • • 11-6 • exist. r-1 r-, -J L -J ao r exist. DN 114x TO TEE & AUX DRAIN L , EXISTING FIRE SPRINKLER RISER / exist. 0- — yt 0 a 0 0 (_ 1 exist. -nexist. 1v4_ — 1— ._ — 1 — .0 NEW EXITWAY CORRIDOR Wall to roof above 11/4 Q' 11/4 STORAGE 1 1 2840 SF 114 JG EXIST. CMU EXTERIOR WALL 114iQ 114 I -0— 2 — to -n 7 - _ I �J�I 8' High wall �� It+T �,I 1 I SEE EXITWAY CORRIDOR PLAN THIS SHEET 1 1 I G � 1I ; �J P Q 1 Q' 1 v4 Q' 114 Q _ 11�i III _� 2 1(<, �114 �, Cil — 114 1 N 8-0 8-0 ❑ 7-6 !Q �� l 3 I (I — _� 8-0 / WALL DEMO 1 �= 1 I 1i MI lI EXISTING MEZZANINE FLOOR AND WALLS TO BE DEMOLISHED �,JG I1 1' WALL UEMo'o Q. 'i" 1 I I F. 114 ;� 8-0 8-0 II 1 1v4 41i2 _ 2 ----� (� () I 8-0 GL BEAM I Q' 1 v4 Q' 1 v4 Q' 114 Q' 114 Q' I I r 114 I ,I 14-0 14-0 14-0 12-0 I 12-6 IBJ —0— ---0 — 1/ 114 1 /--1 NO WORK TO BE DONE IN THIS SUITE LAU\DOV SCOPE OF WORK AT SUITE "B" 3714 SF RETAIN EXIST. SUSP. CEILING DETAIL SHELL ADD PENDENT SPRINKLERS FOR NEW EXITWAY CORRIDOR ADD AND/OR RELOCATE UPRIGHT SPRINKLERS TO NEW FULL HEIGHT WALLS GENERAL NOTES SUITE "C" 5640 SF • 1114 F, 1/ �� �_ 2 0 0 0 i — 0- 8' High wall II • 0 EXI a t0 114 41,0 I Q I3 rn1 1 1= 1 I0 6111 4"x 1/" CUT -IN — —0 m X 0 exist. G C=1 li n D c naee p:ar:J ' have been reviewed by The Tukwila Fire ..ure au for conformance ;pith current city T .c 2tanoe is .'kubie t to errors and ACCEPTED Without Comments As Noted In Red Per The Attached Letter —1 exist. 0 EXISTING FIRE SPRINKLER RISER / NO WORK TO BE DONE IN THIS SUITE VIDEO E\TAL SUITE "D" 5593 SF SPRINKLER PLAN - STORAff AREA SCALE: 1/8" = 1'-0" SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS EXIT CORRIDOR - LIGHT HAZARD / STORAGE AREA ORDINARY HAZARD 130 S.F. PER SPRINKLER 1" - 2" THREADED PIPING TO BE 'DYNA-THREAD' SYSTEM MONITORING BY OTHERS PIPE CUTS SHOWN ARE CENTER TO CENTER 11111 ? 1 16' 0 4' 8' HOSTI!WESTFIBE SYSTEMS TIC 406 Stevens Avenue NW, Renton, WA 98057 206.772.75 02 • fx 20 6.77225 04 www.nwfiresystrms.com • LIC # NORTHFS928CR 0- do not authorize vic Iations of adopted r;; -. _ ; J1 nyes. The rest. onsibilit~y for the ec.,uar c e,.. ,n rests totally with the designer. 1 -=',dc i ion , c- :tions o, revisions to these drawings atter 'tuts date c d this acceptance and will require a r resubmittal of revised drawings for stibsequent approval. Final acceptance is subject to field to st and inspection by The Tukwila Fire Prevention Bureau. Date:1 ZZ'' e By: cv 49 C -)v Wick/VILA rIRt Utt':1n I 0••-+ % Please call: 575-4447, and give this job 1 No. and exact address for shut' i:;wn or restoration approves NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. 11� :I?2L-oa LARRY'S STORAGE TENANT IMPROVEMENT /V227& TUKWILA BLVD TUKWILA, WA DATE: 7-08 DRAWN: G.B. SCALE: AS NOTED 1 OF 1 PAID JUL 71 2008 Tulo-iia Fire /2,. I, ,,A, 0 T Cl "' ' C \A, "E ;TS, ,r)f ,_ Qi w f] t1 - Ai "Ar' :ED LETTER t I ' XIST. DOOR -7 IEX) The dre1/!r_J(b eJ hereto have been !, reviewed al : ;at ° -1 by the City of Tukwila Fir. Ut t. A ait'ons, deletions I, or revisions to tnlray.,1,1gs after th s date will voiri thi3 1 .:eptance and will require a resubmittal of revised drawints. a SEXIST. Final acceptance is sub;. ct to field- isbEMISING inspection by a r.: presentative of this,. 9 j;WALL ttUI. N 1 department. Y-4 7 1 DATE: lBY: CITY OF TUKWILA 575-4407 Foo n,c - Fac P Po t1 scetrL., E] S'cokf Pei SQ tiorn/l SUBC Eo t:Sti o 1' TUKWILA FIRE DEPARTMF,.P Please call: 575-4407 and give this job tta9 7-F- and exact address for shuts down or restoration approve. Lt J: �Oh� i•'pr��a Ip t -kc Jt• hreq r Ir w 0 733 • a (EXIST. - FIELD VERIFY) ^ EXIST. EXIT CORRIDOR EXIST.-�' ELEC. PANEL TOILer RETAIL 15'-7 1/4' (vERIFYI 10'-6 314' t Fv 0 SERVICE •• •• • -• H. DYERS T EXIST. V DEMISING WALL D/D D/ D/DJD/D wIWIWIW D/DI•8 D/D]WIWIw D/DID/D W1WIwIw 0 WO 0/0 LAUNDRY or, F* (EXIST. - FIELD VERIFY) (VERT IVERIFYI D/D6/D WWI9i•,IW 1 4 A 9 }9 -(6616 D/DI•8 D/D]WIWIw TYP. 2 PLCS EX) CHASE CEILI 1 TYP. ELECTRICAL 0 EQUIPMENT EXIS+. STOREFRONT CCTV CAM ATTENDANT I 10t I\-- EXIST. WALKWAY --� 141 .. _ oc A "U"- HOOK B ALUMINUM LOUVER ANtN. EDGE SUF?C RT F R.AV, E `\\ •\ 1 \ \` • r) Exirfl'1c 1)140 u P -M -bguM, NEW b ea Ft., DvfI,'tA4 m1414 Pb i v LNW P 44Er: t4 MkIN f1}15E! 'fi&I,411c FDcfjcM ts.-P FAA NI 1,1)M4 tNcf POLES: REF EE T 2.1L. F15ER OFTIC LIGHTING SYSTEM 5i:1ILT INTO 1 TELLER pOUNTER. PFER TO TELLjER COU'NTE1 DETAILS AND ELECT !CAL DRAWINGS ter-, 1 ter, L 1 \\ U -B NSG I U -CAL 1 \ ( UP fI) c -4 1q1'\ r hI t1G \\• \ • 11 1, 11O 1 S! 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Ipo I! 1 I' 3TL__`_ 1 1 - 1 f t • 1 r 1 1 Ir i! �J J L_JL — i 1 ,1G OZ..3 I f � 1 FL 41\1 1 1 1 1 f ri=.= G` N _ 8 i� r I --r r-1 1 1 -1 -1 4.-__-_1 L_J-tJ ,1c. -_-...17_ -r , \ 1 * Ir --ii ice!'--i-L_-a . 14 1 11c.:‘=:_71.-_-1 \ Iry• I 1 11_ii t; ' _______==-te=a==t -• —_� HI ,1 1.44 11 1 ,-1— t ; \ \I I T ' >% 414E MAIN TC) 311: ;: 11 F CM Kur-r M r Er1 y. wi 1 S/34 G'w3 CEIL1*:�3, FAINT( F a-- lirtOZrz.° 4 r1b ® - Kwar Itis° ISEAb ct —r, EX I sTi 14 Cs:. %\ brY yr, (2)'kJ 1N f 1,1::4)4 ?R15 `ic!f Tn 1-3411'12:1q., FIXf„, , GA+Ctr is v= G>_ILlNu, 1 (J J fuThrt- I3 SITE 5IL1IT4 ST I LU Th c -T .ExItiTING Qry F'- SysT� USE K141\1(0 I016wt Nifwie-, ft) FEF,D NEw RECf;ED pfJQ !MK EBD l/nal(IDNS• MMM R�I/2ED '(l6l�f '(D Alva. SIDE �ElIrMS. NPiNFU SI�� PR- Nay 4yTEM CiIEMi'fS p�� I1pKa� µT i/+Et(DS PKE DN Vat I/1/pTI6Kl 14� NFP- 13 - - - - AXI N41J PI P* I ACCEPTED ❑ WITHOUT COMMENTS. AS NJTED IN RED ❑ PER THE ATTAC::ED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acce.t:.n�e and will require a resubmittal of revised drawings. Final acceptance is subject to fiel J. inspection by a representative of this department DATE: j0-/!'Sy...BY:_vic .. ?_ .......___..._... CITY OF TUKWILA „riot, 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut. down or restoration approval. E I TD orRryi MkK( !/2gtr OCT -i7 1994 HANGERMND COACH SCREW ROD M N FITTING LEGEND SPRINKLERS USED REVISIONS ACHINE THREADED ROD P PIPE - 0 - LET SYM MANUFACTURER TYPE MODEL HEAD FINISH CANOPY FINISH ORIFICE SIZE THREAD SIZE TEMP QTY NO DATE BY COMMENTS SN SHAPED NIPPLE APPROVALS REQUIRED C P POWDER DRIVEN STUD D UNIVERSAL BEAM CLAMP R EXPANSION BOLT E EYE ROD T U G FILING FLANGE SIDE BEAM BRACKET V W J X K SHORT CLIP Y 2 WAY EARTHQUAKE BRACE L "L"- ROD SR 998 z TOTAL THIS SHEET GENERAL NOTE: In localities subject to freezing condi- tions it is the owner's responsibility to pro- vide heat throughout areas protected by a wet pipe sprinkler system and in enclo sures for dry pipe, deluge and other types of sprinkler valves controlling water supplies to sprinkler systems. CONTRACT WITH -cI.E-rc1-1 e czl'I CONTACT PHONE NO.41-0 1a - JOB SITE SUPERVISOR JOB SITE PHONE 4r American 4r4 - Fire Protection 23321 Oldowen Rd. Monroe, WA 98272 QUALITY CONTROL BY Tel: (206) 489-0696 Home: (206) 794-7160 APPROVED FOR FABRICATION BY PROJECT TITLE 5 BI\N K 1 4221„ 1'/kAIL[, WASNiNG DESIGNER DATE SHEET JOB NUMBER fl Ihi I u 32" 7-1 So's @ 5 =o" O/c c.• 10 x5% TR APE -LE Nr5 4 I BARTELL DRUG STORE DESIGN CRITERIA: . STORE IS COVERED BY AN EXISTING MONITORED FIRE SPRINKLER SYSTEM. THE EXISTING MAINS AND LINES ARE SIZED PER NFPA #13 ORDINARY HAZARD PIPE SCHEDULE. THE EXISTING UPRIGHT AND PENDENT COVERAGE IS SPACED PER NFPA #13 ORDINARY HAZARD SPACING. • THE VOID SPACE AT ROOF IS COVERED BY 212°, Y2 ", BRONZE SSU's AND ARE TO REMAIN. THE FLOOR AREA IS COVERED BY 165°, '/2", BRONZE SSP's. SCOPE OF WORK: *SMITH FIRE SYSTEMS WORK INCLUDES:, .RELOCATE APPROXIMATELY 64 EXISTING SSP's TO ALIGN WITH NEW CEILING GRID. *DROP 110 SSP's FROM EXISTING 14'-0" ELEVATION DOWN TO NEW 12'-6" CEILING HEIGHT. ►PLUG OFF APPROXIMATELY 28 SSP's IN BACK WHERE GRID COMES OUT. THE STOCKROOM WILL BE COVERED BY EXISTING UPRIGHTS. .ALL HEADS SHOWN ARE IN NEW POSITION AND ARE SPACED AND SIZED PER NFPA #13 ORDINARY HAZARD. 130 SQ. FT. MAXIMUM PER HEAD. .ALL ARMOVERS EXCEEDING 2'-0" WILL BE SUPPORTED WITH A HANGER. (SEE DETAIL BELOW) .ALL MATERIALS TO BE I.A.W. NFPA #13. ALL PIPING TO BE HYDRO STATICALLY TESTED FOR 2 HOURS AND INSPECTED BY THE TUKWILA FIRE DEPARTMENT BEFORE COVER. TyPICAL HANGER Q,. FOR ANY AR. /h - OVEN EX CECD) NG 2/-0" CE.xISTI&JG 212.E SSD EX1STING 7)5OTRUSS? r1z) 5/4e Alt A. A t. C. 1. I NO WORK EX 15 T A/s T _ r) 1 • $F5 To 'ADO lag 'I.ELOcATESs PS it THE Err. l%Tlru , es AQIL SILID PEP 't 13 0RpIn,AILy NA24IL,b PIPE SC1.edote. • at IIE,../ BRA,.►c11,.0J s wl II ALSO BE'y,ZED PER- KAPPA 0R.01►.-ro.. I4A7._AR,Jb PI PIR s chr4 .IG. .. ►k NEA l7 A R. E S PA G E jj 40;"r 1 i 4 s9. F? M A X M ..� M. ,jt ALL A Rel Sy V* R. S l" *Co 4 r of l N j Z -c0"' FR CM :L'7"Ic'.)...4Ore 5EE, DETA.,L. a� 4L.L PIPS'- . o Q E LJYDIRO S TAT0CALLy Fog 1 No..rrs1 P tm (.oldtr. VA IJILL A SHELLS it ALL, I.I'QTES' A3cVE , AIDE APP/r,C,AISLC- To TU IS T•. . P 1 0.4 E. PL -00t2. P�* ..) It bG $ u PPor tell BLOCK BUSTER VIDEO STORE DESIGN CRITERIA: 1. STORE IS COVERED BY AN EXISTING MONITORED FIRE SPRINKLER SYSTEM. TES TE J dIIYW,�P". 'A - 2. THE EXISTING MAINS AND LINES ARE cJZED PER NFPA #13 ORDINARY HAZARD PIPE SCHEDUL . 3. THE EXISTING UPRIGHT AND PENDENT COVERAGE IS SPACED PER NFPA #13 ORDINARY HAZI RD SPACING. 4. THE VOID SPACE AT ROOF IS COVERED BY 212° F. Y2" BRONZE SSU's WHICH ARE TO REMAIN. THE FLOOR AREA IS COVERED BY 165° F. Ya" BRORiZE SSP's. •i 4r • s ELCC •� BATH (5 AT' H r N� V,.) 14. Ex IST A/5 itH SCOPE OF WORK SMITH FIRE SYSTEMS INCLUDES: • ADD TWO SSP's IN NEW OFFICES AT BACK. • RELOCATE APPROXIMATELY 25 EXISTING SSP's TO ALIGN WITH NEW CEILING GRID. • DROP 50 SSP's FROM EXISTING 14'-0" ELEVATION DOWN TO NEW 10'-0" CEILING HEIGHT. • ALL HEADS SHOWN ARE IN NEW POSITION AND ARE SPACED AND SIZED PER NFPA #13 ORDINARY HAZARD. MAXIMUM OF 130 SQ. FT. PER HEAD. ▪ ALL ARMOVERS EXCEEDING 2'-0" WILL BE SUPPORTED WITH A HANGER (SEE DETAIL BELOW). • ALL MATERIALS TO BE IN ACCORDANCE WITH NFPA #13. • ALL PIPING TO BE HYDROSTATICALLY TESTED FOR TWO HOURS AND INSPECTED BY THE TUKWILA FIRE DEPARTMENT BEFORE COVER. exiST /S P.01411 k 4 Pot - Les • 474 2- cri iL 10 1 1 L. ARM -OvL2 HANGER LEGEND 0 FITTING LEGEND (2) z 10 MI I 0. UG; EkiSTW4 zu MIN114 MINIM 1 Maori g. R. 8 et- • '.".f rim z. SPF INKLER LEGEND -7) I ti 4-1 • 2 x Ai)/ 0 - to .0 eve ABBREVIATIONS SYMBOL LEGEND REVISIONS ce APPROVALS REQUIRED COPIES A U HOOK EXPANSION BOLT WELDED THR'D OUTLET SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH ORIFICE SIZE THREAD SIZE TEMP. RATING QUANTITY COACH SCREW ROD SN SHAPED NIPPLE TOP BEAM CLAMP /' EYE ROD WALL BRACKET CEILING FLANGE SIDE BEAM BRACKET ALL THREAD ROD PIPE SPIKE TOTAL THIS S HEET AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE -0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES • HYDRAULIC CALCULATION NODE BRUNING 44-232 NO. DATE BY REASON FOR REVISION GENERAL NOTES 1. ALL MATERIALS TO BE NEW AND UL LISTED AND/OR FACTORY MUTUAL APPROVED. 2. INSTALLATION TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA STANDARDS. 3. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT THOSE SHOWN THUSLY (1-6) WHICH ARE END TO END OF PIPE. 4. OWNER TO PROVIDE ADEQUATE HEAT (40°F MINIMUM) TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. CONTRACT WITH rt.] oft 0 RISCIZ nrrs w ACCEPTED /10 WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. AddRions. deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field- dinespapertctmloenntby a representative of this CITY OF TUKWILA 575-4407 EXISTING ANOPY VOID SPACE PROTECTION TO REMAIN. SI\ ITH FIRE SYSTEMS TO ADD DRY PENDENT COVERAGE BELOW CANOPY. CANOPY PENDENT COVERAGE AS HYDRAULICALLY CALCULATED AT .20 GPM DENSI OVER THE FIRST SEVEN HEADS, PER NFPA i) TUKWILA FIRE aEPARTMENT '8 Please call: 575.4407 'e• Ncnc:. give th____Isr2s 1 and exact address for shut. down or restoratioh approvilli 4519 South Orchard Tacoma, Washington 98466 CONTR. REG. NO. SMITHFS1360T Bus: (206) 473-6967 Fax: (206) 475-1205 PROJECT DESIGNER DATE SHEET JOB NO. 0. HUGHC\I - 11 - OF SYM - TYPE HEAD 44-_-44-4 • E.X1 ST !G. FIRE- 53 SUPPLY RISER PAt.. 3 - =-ter•.- i-� a .�� EX IST 5S -P NEW LOCATID4 EXIST vPR1CHT TO 'I OOEL SECTI ON AT OFflT SPRINKLERS MAKE SIZE TEMP FINISH UPRIGHT ON 1' STUB UP j� PENDENT ON UNE - 'z' c5 f:31 S5 -ESCUTCHEON QTY 40i CAWW•»E.. - ) '1 Exis1mG Th5ppj SYS.t EWiTENANT PIP ADDED !MEW BRANCH LINE. ZE EXISTING 3S -P - - EARTHQUAKE BRACE --v-- FLEXIBLE COUPLING LEGEND F# RI D COUPUNG —•-- REDUCING COUPUNG • PENDENT ON 1 DROP Jf UPRIGHT & PENDENT ON 1' DROP .e/- ♦ DRY PENDENT 1 SIDEWALL 4f.611AB 4.61 E 1 5° 19 FLEXIBLE COUPLING do CAP • 7 ---{ SCREWED CAP I —4 4 PLUG HANGER LOCATION TOTAL SPRINKLERS IS Si -FEET GL,1% I� --e--- F LOW _ RISER O QW,DROP ! PIPE TO BOTTOM OF DECK WELD PIECE NUMBER HYDRAULIC RLFtRENCE POINT " -- t PIPE TO FINISHED FLOOR 414 • M CRTH AtDFiRESPRKLOCATIOJ 5CAL : 14.- 1:©" HANGER LEGEND - U—HOOK WJ NO.16xf DRIVE SCREWS FOR 1'-2` PIPE OR LAG SCREW PER NFPA /13 FOR 2-1/r AND LARGER PIPE 5 --EYE SOCKET W 3 8- x 2-1 2' LAG SCREW. A.T. ROD & PIPE RING 0 EYE ' 00 W LAG SCREW PER N PA /13 & PIPE RING #12 — TOP BEAM CLAMP A.T. ROD is PIPE RING GEN ERAL NOTES SYMBO[3 .*'=EXISTING FIRESPfJ(.LOCATION FOR BOTH UPRIGHT 4JDPENDENT TO REM'ijft (37.ezda) ZOREWCATJONOF EXISTING PENDENT SPRK.TONEW LOCATION n5«��> EW FIRE SPRK. BEthJG ADDED WITH NEW SJPPL'P)P1N&iRLAo) 4---- EX15TNflRES'R PIPSZING PER N.ERA.'I .ABOVE4.871 0P 5. N � OBESIZ `•RN.FP 'HAZGRn oRrvu4Ry N�za G. ALL NEWPP)t4 TO BEJLL1ED X -L PI PE 7 ALL ALL, PE TO BE HUNG PER N. EBA.'13 8. ACCEPTED ITHOUT COMMENTS. - S NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. AJdltl)ns, del'thns or revisions to these it . v11,3; at: , = IIs date will void this a�1-;'� Jt,1, 3 Z.n require a resubmittal of revised ur.ativings. Final acceptance is subject to field - inspection by a representative of this department DATE: BY:Jiii...1!...420 CITY OF TUKWILA 575-4407 .40/041441.4444:04444.._ 4 4,444444 1 ?, F;k ff o Le si2ec+ ?et /0F/3,4 1f/3 ©e(Blida 442a34 -h7.rr 4 au -IL . r<t JPosi2lic ¢ei+ ler ,'FPA *I3 3`.-2.2. l _ Coq &,71 - Val ru 71 - Pie !e vcvt i2t -1 3ttyec a Sys- Y/&/: TUKWILA FIRE DEPARTMENT Please call: 575-4407 end give this job No. and exact address for shut. down or restoration approve& ft�T X693- cagy SEPI 1993 FIRE PROTECTION—SYSTEMS; INC. - 23220 MAPLE VALLEY/BLACK'DIAMOND RD. S.E. /12 — MAPLE VALLEY. Wk 98033 - 206-432-4401 - CONTR. IJC. ACEFIPS147P1 PROW_ BLOCKB1.J5TE.Rf' �V1DEO - - R1VER:rot4 [IF I C CTS Reh1 t.. CEJ.4TCR _ 4 - - PACIFIC AlC,PWAYS. ?L' t v - 91F3 R VE CITY 51 RUC.� 3 4, a an, avr 1.L!5t1R.i WA A8002., ST1aGF)RE5PW elk! T-R1PD DRWG TITLE i I DATE 9-Z4- 33 - REIESED DRAnN BY MN,BRA 7NKET°72525 , scALE Id"x t=0 APPROVALS BY TUKWILA FIREFREVD.IiloR CEPt CONTR "T 1 OF f -11_ 44-4, It 444 BLOCK BUSTER VIDEO STORE DESIGN CRITERIA: 1. STORE IS COVERED BY AN EXISTING MONITORED FIRE SPRINKLER SYSTEM. 2. THE EXISTING MAINS AND LINES ARE SIZED PER NFPA #13 ORDINARY HAZARD PIPE SCHEDULE . THE EXISTING UPRIGHT AND PENDENT COVERAGE IS SPACED PER NFPA #13 ORDINARY HAZ RD SPACING. 4. THE VOID SPACE AT ROOF IS COVERED Y 212° F. 1/2" BRONZE SSU's' WHICH ARE TO REMAIN THE FLOOR AREA IS COVERED BY 165° F. Y2 " BRON E SSP's. • PHARMAC NO vdolZi< NO Woe- K 777 • faismisnimak 1 -41 crl pARTELL DRUG STORE DESIGN CRITERIA: STORE IS COVERED BY AN EXISTING MONITORED FIRE SPRINKLER SYSTEM. THE EXISTING MAINS AND LINES ARE SIZED PER NFPA #13 ORDINARY HAZARD PIPE SCHEDULE. , THE EXISTING UPRIGHT AND PENDENT 'COVERAGE IS SPACED PER NFPA #13 ORDINARY HAZARD SPACING. THE VOID SPACE AT ROOF IS COVERED BY 2i 2° 34-. BRONZE SSLI's AND ARE TO REMAIN. THE FLOOR AREA IS SCOPE OF WORK; *SMITH FIR6 SYSTEMS WORK INCCUDES: *RELOCATE APPROXIMATELY 64 EXISTING SSP's TO ALIGN WITH DROP 110 SSP's FROM EXISTING 14'-0" ELEVATION DOWN TO NEW,12'-6" CEILING HEIGHT. PLUG OFF.APPROXIMATELY 28 SSP's IN BACK WHERE GRID COMES OUT. .THE STOCKROOM WILL BE COVERED BY EXISTING fo.ALL HEADS SHOWN ARE IN NEW POSITION AND ARE SPACED AND SIZED PER NFPA #13 ORDINARY HAZARD. 130 SO. FT. MAXIMUM "ALL ARMOVEF1S EXCEEDING 2'-0" WILL BE SUPPORTED WITH A HANGER. (SEE DETAIL.BELOW) fi _LT � -'771 --' �z *ALL MATERIALS TO BE I.A.W. NFPA #13. *ALL PIPING TO BE HYDRO STATICALLY TESTED FOR 2 HOURS AND INSPECTED BY THE TUKWILA FIRE DEPARTMENT BEFORE COVER. EXIST I /s1G.T.J50 TRUSS , /' l' i IL L 1 10 ft PA I 12- • • 1 s Ai L E s ____:.,c p4,.....___:., _i___,...,:-c?,....,:.....41.___;....._....41/..ii_j_'' ____ , li-1( .11•1410 411•MIS 011.1•04111. tr..____ ... ._. i...__-_h___...7;.,ItH.-,... i i -.1...,-..i....._,d_....R.'-''' ..., ' ..... 3/6 AIR RC t-107 AICCA • U HOOK HANGER LEGEND FITTING LEGEND COACH SCREW ROD TOP BEAM CLAMP ,,4c EYE ROD CEILING FLANGE SIDE BEAM BRACKET v EXPANSION BOLT WALL BRACKET P WELDED THR'D OUTLET SN SHAPED NIPPLE SYM MANUFACTURER TYPE SPRINKLER LEGEND MODEL HEAD FINISH ESCUTCHEON FINISH ORIFICE SIZE THREAD SIZE TEMP. RATING QUANTITY ALL THREAD ROD PIPE SPIKE . TOTAL THIS SHEET BRUNING 44-232 ABBREVIATIONS AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST-, BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE SYMBOL LEGEND CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. DATE BY REVISIONS REASON FOR REVISION 1 APPROVALS REQUIRED • 0 COPIES • RImv (CoXitselF"--5— -71 11) tuovA GENERAL NOTES 1. ALL MATERIALS TO BE NEW AND UL LISTED AND/OR FACTORY MUTUAL APPROVED. 2. INSTALLATION TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA STANDARDS. 3. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT THOSE SHOWN THUSLY (1-6) WHICH ARE END TO END OF PIPE, 4. OWNER TO PROVIDE ADEQUATE HEAT (40°F MINIMUM) TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. z. CONTRACT WITH • C.A NO EXISTING REMAIN. SMI COVERAGE COVERAGE W GPM DENSITY • 0 0-4 rtm SCOPE OF WORK SMITH FIRE SYSTEMS INCLUDES: • ADD TWO SSP's IN NEW OFFICES AT BACK. RELOCATE APPROXIMATELY 25 EXISTING SSP's TO ALIGN WITH NEW CEILING GRID. • DROP 50 . SSP's„ FROM EXISTING .14'-0" ELEVATION • DOWN TO NEW 10'4)". CEILING HEIGHT. ALL HEADS SHOWN ARE IN NEW POSITION AND ARE SPACED AND SIZED PER NFPA #13 ORDINARY HAZARD.- • • ALL ARMOVERS EXCEEDING 2'-0" WILL BE SUPPORTED WITH A HANGER (SEE DETAIL BELOW). ALL MATERIALS TO BE IN ACCORDANCE WITH NFPA #13. • ALL PIPING TO BE HYDROSTATICALLY TESTED FOR TWO HOURS AND INSPECTED BY THE TUKWILA FIRE DEPARTMENT BEFORE COVER. NOPY VOID SPACE PROTECTION TO H FIRE SYSTEMS TO ADD DRY PENDENT ELOW CANOPY. CANOPY PENDENT S HYDRAULICALLY CALCULATED AT .20 OVER THE FIRST SEVEN HEADS, PER NFPA (1991 EDITION). NTS Ex IS T/P4C0 tASNOTED IN RED WITHOUT COMMENTS. 0 PER THE ATTACHED LETTER ACCEPTED The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptarw. and will require a resubmittal of reviseJ drawings. Final acceptance is subject to flail - Inspection by a representative cols department DATE: CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMENT andleasgt cae thIll $1545.44°7 and exact address for shut- down or restoration approval. 0 2fr'4w z ------- ----- -- - PROJECT SMITH FIRE SYSTEMS, INC. 4519 South Orchard Tacoma, Washington 98466 CONTR. REG. NO. SMITHFS1360T Bus: (206) 473-6967 Fax: (206) 475-1205 / V2 z7 Rik . 5 DESIGNER DATE SHEET JOB NO. 14227 TUKWILA INTERNATIONAL BLVD ASSOCIATED PERMITS 08-F-466 08-S-280 08-5-411 03-5-112 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Tukwila Liquor Store 14227 Tukwila Intl. BII Permit No.: 08-S-411 Date: August 12, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. s r • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. r r. • FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Bartell Fagade Upgrade 14227 Tukwila Int's Blvd. Permit No.: 08-S280 Date: June 5, 2008 Reviewer: Steve Kohler Fire Prevention Inspector/planreview (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'/Z inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. w • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. ■ ■ DJ 0 0 'I kwig Liquor Sto▪ re EL o II 0i o v to o Pressure (PSI) N.) w .r. C- o 0 0 0 J 1 1 1 Code 4 2 a Victaulic tee CD 973 Victaulic ninety degree elbow Al.,V Alarm valve: Grinnell F200, F2001, F20 GV Gate vglve U 3 Underground ASCA ninety degree elbow Ace Fire L Protection Systems ]nc Description of Fitting abbreviations � r � Description _T Tee ■System demand = 55.09 psi with 578.9 gpm flowing. Dgscription bf Other a1 breviatior#s Code Description co - ! ? L Branch Line RV Riser 'fipple CM Cross Dain P^ Total pressure P3 Pressure loss due to elevation change Pi Pressure loss due to friction ! 5- - RuisedJto- Lhe-powier- of -.-5 -1 quare. 8, Actual pipe length F Fitting equivalent pipe length T Total pipe length V O O 0 -1 ot9 J eet 3- 77 a r a c 0 0 0 co TUKLIQUO 08/12/08 10:48am Sheet 4 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations Tukwila Liquor Store Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 BL1 1.049 12.0 5.6 18.32 0.00 0.0 120 32 2 BL1 1.049 6.0 5.6 0.00 0.00 0.0 120 32 1T 4 RN1 1.380 4.0 BL1 BL1 0.00 4.00 0.0 120 32 1T 6 BL2 1.049 18.0 5.6 18.32 0.00 0.0 120 32 1T 8 RN2 1.380 4.0 BL2 0.00 4.00 0.0 120 32 1T 10 CM 2.469 10.0 RN1 0.00 0.00 0.0 120 32 11 CM 2.469 10.0 RN1 0.00 0.00 0.0 120 32 12 CM 3.068 10.0 RN1 0.00 0.00 0.0 120 32 13 CM 4.026 120.0 RN2 0.00 0.00 0.0 120 32 1VT 15 BU 4.026 101.0 CM 0.00 0.00 0.0 120 32 2VE 16 BU 6.065 90.0 0.00 0.00 0.0 120 32 1VE 18 RI 6.065 16.0 BU 0.00 16.00 0.0 120 32 1ALV,1GV,1UE 19 UG 6.160 0.0 RI 0.00 0.00 250.0 140 32 TUKLIQUO 08/12/08 10:48am Sheet 5 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations Tukwila Liquor Store Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 L 12.0 PT 18.32 1 End head 24.0=5.60(18.32)A.5 F 0.0 PE 0.00 1 24.0 1.05 T 12.0 0.18190 PF 2.18 8.90 L 6.0 PT 20.50 2 25.4=5.60(20.50)A.5 F 5.0 PE 0.00 2 49.3 1.05 1T T 11.0 0.69130 PF 7.60 18.31 PT 28.11 4 Riser Nipple Jct K -factor for branchline no. 1 = 49.3/(28.11)'.5 = 9.30 Riser Nipple 1 (Top of RN =Branchline 1 + Branchline 1) C = 120 K=18.60=9.30+9.30 L 4.0 PT 28.11 4 BL1 + BL1 98.6=18.60(28.11)A.5 F 6.0 PE 1.73 (EL= 4.00 ft) 4 98.6 1.38 1T T 10.0 0.65481 PF 6.55 21.15 PT 36.39 10 Cross main Jct K -factor for riser nipple 1 = 98.6/(36.39)A.5 = 16.35 at Hyd Ref Pts 10 11 12 Branchline No. 2 C = 120 L 18.0 PT 18.32 6 End head 24.0=5.60(18.32)A.5 F 5.0 PE 0.00 6 24.0 1.05 1T T 23.0 0.18190 PF 4.18 8.90 PT 22.50 8 Riser Nipple Jct K -factor for branchline no. 2 = 24.0/(22.50)A.5 = 5.06 Riser Nipple 2 (Top of RN =Branchline 2) C = 120 L 4.0 PT 22.50 8 BL2 24.0=5.06(22.50)A.5 F 6.0 PE 1.73 (EL= 4.00 ft) 8 24.0 1.38 1T T 10.0 0.04795 PF 0.48 5.15 PT 24.72 13 Cross main Jct K -factor for riser nipple 2 = 24.0/(24.72)A.5 = 4.83 TUKLIQUO 08/12/08 10:48am Sheet 6 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations Tukwila Liquor Store Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main C = 120 L 10.0 PT 36.39 10 RN1 98.6=16.35(36.39)A.5 F 0.0 PE 0.00 10 98.6 2.47 T 10.0 0.03853 PF 0.39 6.61 L 10.0 PT 36.77 11 RN1 99.1=16.35(36.77)A.5 F 0.0 PE 0.00 11 197.7 2.47 T 10.0 0.13956 PF 1.40 13.25 L 10.0 PT 38.17 12 RN1 101.0=16.35(38.17)A.5 F 0.0 PE 0.00 12 298.7 3.07 T 10.0 0.10396 PF 1.04 12.96 L 120.0 PT 39.21 13 RN2 30.2=4.83(39 21)A.5 F 16.0 PE 0.00 13 328.9 4.03 1VT T 136.0 0.03308 PF 4.50 8.29 PT 43.71 15 Bulk Jct K -factor for Cross main = 328.9/(43.71)A.5 = 49.75 TUKLIQUO 08/12/08 10:48am Sheet 7 Ace Fire Protection Systems Inc Sprinkler Systems Hydraulic Flow Calculations Tukwila Liquor Store Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ___= L 101.0 PT 43.71 15 CM 328.9=49.75(43.71)A.5 F 13.6 PE 0.00 15 328.9 4.03 2VE T 114.6 0.03307 PF 3.79 8.29 L 90.0 PT 47.50 16 F 10.0 PE 0.00 16 328.9 6.07 1VE T 100.0 0.00450 PF 0.45 3.65 PT 47.95 18 Top of Riser Riser C = 120 L 16.0 PT 47.95 18 Top of Riser F 32.5 PE 6.93 (EL= 16.00 ft) 18 328.9 6.07 1ALV 1GV T 48.5 0.00450 PF 0.22 3.65 lUE PT 55.09 19 B.O.R. Under ground 250.0 gpm = Hose 19 578.9 6.16 C = 140 L 0.0 PT 55.09 19 B.O.R. F 0.0 PE 0.00 T 0.0 0.00000 PF 0.00 6.23 PT 55.09 20 Supply Jct Available flow at 55.09 psi is 1212.8 gpm which is 633.9 gpm from curve. Supply pressure available with 578.9 gpm flowing is 62.48 psi, thus system requirement is 7.39 psi below supply curve. (11.80 TUKLIQUO 08/12/08 10:48am Sheet 8 Supply Analysis Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure 20 65.00 40.00 2000.0 62.48 578.9 55.09 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 1 20.00 Orif= 5.60 2 20.00 Orif= 5.60 4 20.00 6 20.00 Orif= 5.60 8 20.00 10 16.00 11 16.00 12 16.00 13 16.00 15 16.00 16 16.00 18 16.00 19 0.00 Hose 20 0.00 Supply 18.32 24.0 20.50 25.4 28.11 - 18.32 24.0 22.50 36.39 36.77 38.17 39.21 43.71 47.50 47.95 55.09 250.0 55.09 TUKLIQUO 08/12/08 10:48am Sheet 9 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 1 1 20.00 5.60 2 20.00 24.0 1" L 12.0 120 Pt 18.32 F 0.0 8.9 Pe 0.00 24.0 1.05 T 12.0 0.1819 Pf 2.18 2 2 20.00 5.60 4 20.00 25.4 1" 1T L 6.0 120 Pt 20.50 F 5.0 18.3 Pe 0.00 49.3 1.05 5.0 T 11.0 0.6913 Pf 7.60 BL1:K=9. 4 20.00 18.60 [98.6] 1 1/4" 1T L 4.0 120 Pt 28.11 BL1 + BI 4 F 6.0 - 21.2 Pe 1.73 10 16.00 98.6 1.38 6.0 T 10.0 0.6548 Pf 6.55 RN1:K=1E 6 6 20.00 5.60 8 20.00 24.0 1" 1T L 18.0 120 Pt 18.32 F 5.0 8.9 Pe 0.00 24.0 1.05 5.0 T 23.0 0.1819 Pf 4.18 BL2:K=5. 8 20.00 5.06 [24.0] 1 1/4" 1T L 4.0 120 Pt 22.50 BL2 F 6.0 5.1 Pe 1.73 13 16.00 24.0 1.38 6.0 T 10.0 0.0480 Pf 0.48 RN2:K=4. 10 10 16.00 16.35 [98.6] 2 1/2" 11 16.00 98.6 2.47 L 10.0 120 Pt 36.39 RN1 F 0.0 6.6 Pe 0.00 T 10.0 0.0385 Pf 0.39 11 11 16.00 16.35 [99.1] 2 1/2" 12 16.00 197.7 2.47 L 10.0 120 Pt 36.77 RN1 F 0.0 13.2 Pe 0.00 T 10.0 0.1396 Pf 1.40 12 12 16.00 16.35 [101.0] 3" 13 16.00 298.7 3.07 L 10.0 120 Pt 38.17 RN1 F 0.0 13.0 Pe 0.00 T 10.0 0.1040 Pf 1.04 13 16.00 4.83 [30.2] 4" 1VT L 120.0 120 Pt 39.21 RN2 13 F 16.0 8.3 Pe 0.00 15 16.00 328.9 4.03 16.0 T 136.0 0.0331 Pf 4.50 15 15 16.00 16 16.00 4" 2VE L 101.0 120 Pt 43.71 CM F 13.6 8.3 Pe 0.00 328.9 4.03 13.6 T 114.6 0.0331 Pf 3.79 16 16 16.00 18 16.00 6" 1VE L 90.0 120 Pt 47.50 F 10.0 3.7 Pe 0.00 328.9 6.07 10.0 T 100.0 0.0045 Pf 0.45 18 16.00 6" 1ALV 1GV L 16.0 120 Pt 47.95 Top of F 18 1UE F 32.5 3.7 Pe 6.93 19 0.00 328.9 6.07 32.5 T 48.5 0.0045 Pf 0.22 TUKLIQUO 08/12/08 10:48am Sheet 10 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 19 0.00 6" L 0.0 140 Pt 55.09 19 250.0 F 0.0 6.2 Pe 0.00 20 0.00 578.9 6.16 T 0.0 0.0089 Pf 0.00 Supply L o- o- 1 1 1 1 12 1 - 0---- ,_------0- 1 1 1 -0 -o -0 .......,.1.7ONIA.P.M ,-.r......-..,WAIN ....... •........ Wei o- o- 0- o- o- 1 1 0- 1 o- 1 o- o- 1 1 ± 2J - 0-- '-----1---0- o - 1 —0— 1 1 1 -0- 1 Yr 1 -o- - 0- 1 1 1 1 1 1 1 1 1 r 1 1 1 -0- 1 -0- 1 -o---'--Ty- --0- t 1 1 - o -0 1 — 0 1 1 -0 - o — 0 —0 -0- -- 1---o- 1 -o 1 1 -0- yr 1 1 -0- 1 -0 4 REMOTE AREA BARTELL DRUGS NO WORK TO BE DONE IN THIS SUITE 0- exist. z 2 z co SZ W 1 STORAGE NO WORK TO BE DONE IN THIS SUITE o- -0- 1Y4 114 -0-- --0- 114 -0- 11 EXISTING MAIN 01•1•10 1111110 OIMMOR --0-1, A 1 L L 0 ao LAUNDROMAT NO WORK TO BE DONE IN THIS SUITE 4 z 2 0 4 6 114 1 '-1 Lv� U LL 0 14 a JQUOR EXISTING' SUSP C 114,mom mum mom , mom owe 11=� no LES Aifli A ILL G" 0 +14.-O A.F.F. 1111 1111 1:': El 5ARAPET BEYOND NEW 200° U IN OVEIiF EXIST 2" DRY MA DRY PENDENT NEW PLYWOOD ROOF DECK INTERIOR OF BLDG EXIST 212° DRY SIDEWALL HEADS PROTECTS INSIDE THE EXIST CANOPY EXIST PLYWOOD ROOF TO REMAIN CANOPY SECTION "A" 118"=1'-0" SCOPE OF WORK: 1. ADD UPRIGHT HEADS FOR THE NEW CANOPY FACADE, ADD (1) DRY PENDENT HEAD. 2. THIS IS BASED ON ORDINARY HAZARD PER TUKWILA FIRE DEPT REQUIREMENTS. 3. PLAN SUBMITTAL TO AND APPROVAL BY CITY OF TUKWILA. 4. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION. 5. TESTING PER NFPA #13 AND CITY OF TUKWILA. EXCLUSIONS: 1. TAXES & ELEC OF ANY TYPE. 2. STRUCTURAL VERIFICATION AND ABATEMENT OF ANY TYPE. 3. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. 4. RELOCATION OF PIPE FOR WORK OF OTHER TRADES. 5. CUT & PATCH FOR ACCESS TO EXISTING PIPING IN CANOPY. DESIGN CRITERIA: 1. CRITERIA BASED ON NFPA #13 & CITY OF TUKWILA CODES. FITTER NOTES: 1. HANGERS: * ALL PIPE HANGERS TO BE SAMMY SUPERSCREW (WOOD). 2. MAXIMUM HEAD SPACING TO BE 130 SQ. FT. 3. ALL THREADED PIPING TO BE ALLIED XL JOINED W/ THREADED FITTINGS AND COUPLINGS. EXISTING BARTELLS / 1'/`x UP 10 EXIST 2" DRC' 101-10 / _ ! 1L_ 9-0 6" BOJ__ 1 —\ 1-7 -t.. NEW BL IS DIRECTLY ABOVE THE 2" MAIN d 1 1 `' 1 co* 10-10 EXIST CANOPY INTERIOR PROTECTED BY DRY SIDEWALL HEADS SUPPLIED FROM THE INTERIOR WET PIPE SYSTEM: 1%2"x UP (1) NEW DRY PENDENT TO MATCH EXISTING 2"x1" IMIFCH TFF EXISTING BLOCKBUSTER EXIST 2" GEM DRY VALVE 11-0" 4( NEW BL IS DIRECTLY ABOVE THE 2" MAI trt'+'`ry * 0 \k� GI 1 1 cL11 I 1 1 10-10 * / 6-4 I i_ 3-0 8-2 iE NEW FACADE FOR BARTELLS DRUG STORE i 6' BOJ 0 EXTENT OF CONTRACT FOR FIRE SPRINKLERS REVISIONS DESCRIPTION BY HANGERS G SAMMY SIDEWINDER 1 SAMMY SUPERSCREW 1 COACH SCREW ROD CEILING FLANGE U -HOOK SHORT STRAP WALL BRACKET ABBREVIATIONS AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING END OF NEW CANOPY FACADE EXIST 2" DRY CANOPY FIRE SPRINKLER REMODEL 118"=1'-0" WATERFLOtill INFORMATION STATIC RESIDUAL XXX PSI XX PSI SYM MAKE GLOBE MODEL GL5679 SPRINKLER SYMBOLS TYPE DRY PENDENT FINISH CHROME K FAC.i THREAD ORIFICE TEMP CANOPY Q K=5.6 1" 155° CHROME 1 GPM FLOWING XXXX GPM e- GLOBE GL5661 UPRIGHT BRASS K=5.6 1/2" 200° 4 DATE & TIME XX/)0(JXX GLOBE GL5661 UPRIGHT ON 1" STUB -UP BRASS K=5.6 1/20 2000 PER: LOCATION: EXIST DRY PENDENT HEADS 0 . EXIST 2" DRY 0 RCHER, CONSTRUCTION, INC NOTES: TOTAL PROJECT SPRINKLERS = - TOTAL SPRINKLERS THIS SHEET FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 ACCETED 0 Without Comments As Noted -In -Red-- Per The Attached Letter !nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted stanaaras and orainances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this. acceptance and wit( require a resubmittal of revised drawings for subsequent approval. nol aoaeptanceis-subject-to_fipld test and Inspection by The Tukwila Fire, Prevention Bureau. Date: By: D0 TUKWILA FIRE UtPAni:Ytai51it Please call: 575-4407, and give this job v .nd exact address1for shut' ,s;,wn or restoration approval, Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test TUKWILABARTELL 14227 INT'L BLVD TUKVVILA, WA. 98168 CONTRACTOR: PHONE: FAX: J R ABBOTT CONSTRUCTION 206-467-8500 206-447-1885 fA, 2008 _ Tukwila Fire DRY SYSTEM CANOPY REMODEL PERMIT NO: = JOB NO: S08-48 AUTHORITY: CITY OF TUKWILA DESIGNER: D BROWN SCALE: 1/8"= V-0" DATE: JUNE 2008 REVISED / / PLOTTED / / FP 1 OF 1 6/4/2008 9:29:16 AM '-.:&"7:4,14.".../:::6.7•.•-'";•/-44,':•?! •/• 'S�•r}`r1�.•�/' f.r ;r%r�fi!/i• "/ t./r/ rr:_.. �,"r!r���'1 n r � .V. r r.' ' / 1 ! r • ji .�-;r:..v/.:';{F' fir.! �l, ''// /./J.•i•vl/:(r/j�• irr/'= rte_,'/ �: y�.:/ '/:=•iY .J/1 �. ✓ % .rr :/., r�.r rr. :_l�Jhr1 J... f,! .f lr Jr /-r rar.., r•1. �s 1/ 1 , .r 51 t•P Psrbl, 4.4 TUKWILA FIRE DEPARTMENT. Please .call: 575.4407, ". and give this job No. ©S1,0 and exact address for shut' down or restoration approval. r r ri. �•/ . . i r r. ..!✓r . ! . !. .fJ / . Jr !r .I r•./f/.• r{ /: .... ._ .:.. .. If- r.. N. .J ':. t .f1i/. r.. r.[4. .7r. r!1ir-l.',%r rr 7i ! I•' � :'� r ...Y •'rr :: lfft:/J.rl�r 1.%20.20'r. f.l r:.•../�..r•:, %.. Lfr�' :=r 'r ! r•.r •1. r• i r %Y iili:. • \111111151'Sle t�►_���'1►s_�►#t1'tt_�'� .0.11a...... •MMO11111W11101.MOr..MILIM I...���•10111a.�\11... '...1011����..���...c;M0_�.1011MMIEWIL110111.WII�.. ACCE*TED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for cor ors -Lance with current city standards. Acceptance is i ; .to errors and omissions which do no! ,athc 1zz: :.;_.tarns of adopted standards and ordinances. '111,e, r .. onsib l ty for the adequacy of design rests I:ctaiiy with the. designer. AdditioIl;s, dt:l:;tiui n. (di to L: l t d!'v;I1yS afte1 this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acce•tance is subject to field test and inspection by Or - .I s ire Prevention Bureau. 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GENERAL SCOPE OF WORK: ADD 12 SPRINKLERS, RELOCATE 12, AND D<>ETE (PLUG OFF 1" OUTLET) 3 SPRINKLERS. 6 OF THE ADDED SPRINKLERS ARE FROM EXISTING 1" OUTLETS WHICH WERE PLUGGED OFF. THE OTHER 6 ADDS ARE TO BE PIPED DIRECTLY OFF THE EISTING CROSS MAINS. SYMBOL.: — EXISTING PIPING. —U MECHANICAL TEE CUT INTO EXISTING CROSS MAIN. NEW PIPING. I 0 A R HANGER NOTATION. SEE DETAIL. PENDENT SPRINKLER ON 1" DROP. ADDED SPRINKLER. RELOCATED SPRINKLER. 1" PLUG; EITHER EXISTING OR WHERE SPRINKLER DELETED. SUSPENDED CEILING ELEVATION ABOVE FINISH FLOOR. ivotecti00 C0 GENERAL NOTES 1. All design and installation in accor- dance with NFPA Standards. 2. All materials to be Underwriters Labora- tories Listed and / or FM approved. 3. Overhead piping to be black steel conforming to specifications of ANSI / ASTM A120, ANSI / ASTM A53, ANSI 836.10, -ASTM A135. FERC,JSON / SON'-. 155721 HYDRAULIC DESIGN INFORMATION NO. REVISIONS DESCRIPTION DATE SPRINKLER LEGEND DESCRIPTION ORIF. TEMP. 1 FINISH N0. REQ. SYMBOL N0. REQ. J 100 L.IU ULsJIU1Y 1 LvTV 11,-v 1 OPERATION 1s!!t!r RASco 16CONTNO. /NEW. 2S2STATIC /:2 • O 55'1,(- z12 - BRASS NEW 7. DRAWN BY /p, SPRK. ON SHEET 2 T SPRK. ON JOB DATE 2L 6-17-e,3 Western States Fire Protection Company 7102 - 180th AVE. NE, SUITE A-105 • REDMOND, WA • 98052 WESTERN STATES FIRE PROTECTION COMPANY— OFFICES LOCATED DENVER / LOS ANGELES/ ST. PAUL ' SEAULE / DALLAS / HOUSTON ! ATLANTA Phone: 206-881-0100 SHEET BARTELL DRUGS #43 14227 PACIFIC HIGHWAY SOUTH TUIWILA, WA. 9816V,etsa IIUN 1 9 2003 -#"2zYPe ,//v OF EXIST. SUSP. CEILING 5/8" GUS EA. SIDE 20 GA. 3 5/8" STEEL STUDS a 16" o.c. HILTY PINS a 24" o.c. EXIST. CONC. SLAB OF I! WALL SECTION SCALE: I/2"= I'-0" -\/ice ILLUMINATED EXIT LT' / BATTERY SACK -UP NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior tor._ 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 testing. FPLF COPY g 10) )1k/AuL-v--Y\- 0--() I <--i_tw LAUNDROMAT SUITE "B" 3114 SF NO WORK TO 8E DONE IN THIS SUITE ALINE OF 8' J{IGH WALL t�tASES (FRESTANDING)J h IV , - - i /-7. A WI 1/ „:„ ._,,___z_ , ._,_,__,,._,_,._,, _______/___-_,__,,, ., „.,_._,__ , -----,/ -- ,,,,, I/ 36" I 36" HIGH CHECK-OUT STAND ' I/ ArA r//1 1/1/A-7- 71-Wc"--F7-7 LIQUOR SALES AREA 36" NIGH CI-IECK-OUT STAND R WILA FIRE DEPARTM Please call: 575.4407 end dv this job racy address for shute flown or >-t.ration aoorova3J LAUNDROMAT SUITE "B" NO WORK TO ESE PONE IN THIS SUITE T 3rd 14'-6` OFFICE OUNTER 0 — +30" AFF. 3/0xl/0 HC POCKET Dc OF? IAY OFFICE WALL SECT. 2r-274' ,� 7 / 44- LL. 71-E7-47(154,-/}47777- E�T7jP,4 j j7/ -7-777 yyz LINE OF S' THIGH WALLASES (FREESTANDINGT 1 1 1 1 1 1'I Without Comments A Noted ler, Per The Attached Later VIDEO RENTAL_ SUITE "D" 5593 SF NO t4JORK TO 8E DONE IN THIS SUITE !nese plans have been rev :; :d by The Tukwila Fire Prevention Buraeu r ce ::; with current city standards. Ac z :i:._ t ..crcr s and omissions '"i f ; ;'.£ of adopted tanaz res for the adequacy 01 d r. ;Additions, c' 'e „_ dir v.Angs atter .his date wiii volt t.i cc ` i dill require a esubmittal of revised dra,.t.ings for subsequent approval. Final -acceptance is subject to field test and inspection b‘ The Tukwila Fire Prevention Bureau. Date: -�v -°8 By: J� / 3' — -h)4 I1 re►4c L. c.9. 9. h.e low &of- c1e3.1 t1 ('). DILA- 0101- 4'0 r'Cs c4- or1 1 26'-11° 1 42" 141314 CHAIN LINK FENCE ENCLOSING EXIT PATH SUPPORT POSTS e 10' e.c. MAX. - TYP. BOLT SUPPORT POSTS TO CONC. FLOOR EXIST. ELEC. PANEL 3'-a• CLFAR 44" EXIT PATH SCALE: I/8"=ILO" a 101 i /• L P! ill11111.111.1116.111 '241111111111111111111.1 -.11111111111111111M 167.1 WW2 11 111....'"1111M11111 "WNW BM 11.111i !2ni2911111 NIM/11111I .fir �1■ w11111111111110.1 .tea Pra1111111/1/111.167e 1 QUOR SALE '-3 5 AREA TUBE =LUO . FIXT. (TYP. 19 LOC.) nig Mainanill MP Bardasil ealM111111�� eid1111w111106a II EXIST. GUJE • +8' A.F.F. STOCK ROO 'i SLISP. CEIL CEILING • 414'-0" F. NEW SUSP. CEILING 4, - ETAIL AFF. 1, 4 - I. EXIT BELOW X I..: SIM II VIDEO RENTAL. SUITE "D" NO WORK TO BE DONE IN TH18 SUITE EMERGENCY EXIT PATH LT'G w/ BATTERY BACK-UP, PROVIDE MIN. 1 LUMEN AT FLOOR (TYP 10 LOCS MIN. AS SHOWN) REFLECTED CiE ILIN SCALE: I/8"= I' -O" REUSE EXISTL 1 TYP 1$ L (EXI1I a STOCK ROOT Fa— k%,` —e- a m m X -4 X -1 PR3/0x1/0 DOORS. (EXIST.) CO 11X3 t) PR3/0x1/0 DOORS (EXIST) Irl X 11X3 STORAGE 3480 SF NO WORK TO RE DONE IN THIS SUITE In rn O r r 12 GA. IN. HANGER WIRE - @ 48" O. MAX. 8 WI OF CEILING W DISCONTINUITY; PROVIDE ADD'L WIRE WI 5" OF EA. lc CORNER OF A. FIXTURE; / PROVIDE (2) ADD'L WI - TO OPPOSITE CORNERS 4AM1 OF FIXTURE (MAY BE PARALLEL TO M RUNNER; 12 GA. WIRE, TYP,•`-ilijo,..d; 6, , <: 45° MAX., rr� 40//' NOTE: ATTACH GRID BRACING ASSEMBLY @ 12' 0.6. MAX. FROM PERIMETER DEMISING WALL. UNPUBLISHED WORK 02008 MERRICK LENTZ ARCHITECT MERRICK Lc LE p S �,� DAY ,� ARC LENTZ LS • ear �s 1800 - 136th Place N.E., Suite 100 Bellevue, Washington 98005 21LS Z tCn� (425) 747-3177 FAX (425) 747-7149 ko E -Mail: mla®mlarch.comi cu -4 c, c%,Co ( Qic.4- r FAP, 2) P wt -.r -h be, CtavY 4. 120vAC . X5114, C)^ .1-' P it,) ► fad REFER I/AI.O FOR HANGER WIRE, STR.,T AND CONNECTION TO STRUCTURE ABOVE COMPRESSION STRUT PER I/A41.0. NOTCH AS REG'D FOR CEILING PANEL 12 GA. HANGER WIRE PARALLER TO CROSS TEE, ANCHORED TO MAIN RUNNER 45° MAX., TYP. NOTE: LIGHTS $ MECH. GRILLS SHALL BE MECH. FASTENED TO GRID. START FIELD 4'-O" SUSPM CILIN TAIL NO SCALE loc.J 3549 REGISTERED ARCHITECT MERRICK D. LENTZ STATE OF WASHINGTON PROJECT NAME sace4 4ASHJNGTON STATE LIQUOR STORE UIT "Co" TUKWILA, WASH. DRAWING TITLE CONS — T1ON FLOOR PLAN, REFLECTED CEILING PLAN, DATE JULY 1, 2008 DRAWN BY . CHECKED BY. REVISIONS JULY 15, 2008 X42.0