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HomeMy WebLinkAboutPP - 354 UPLAND DR - IMPACT - PERMITS AND PLANS354 UPLAND DR ASSOCIATED PERMITS 06-F-146 02-5-024 91-5-049 rwv Re ri HYDRAULIC CALCULATIONS for Cascade Sign Company 354 Upland Drive Tukwilla, WA 98188 Contract No. Swo-2026 Date January 21, 2002 Design Data: Remote Area Location Paint Booth Occupancy Classification Extra Hazard II Density 0.40 gpm/sq.ft Remote Area Size 0.0 sq.ft Coverage per Sprinkler 77.0 sq.ft Sprinkler K -Factor varies No. of Sprinkler Calculated 5 In -Rack Demand 0.0 gpm Source Hose Demand 500.0 gpm Total Water Including Hose 627.8 gpm Name of Contractor Olsen Fire Protection Name of Designer Kyle Barrow Address 4302 B St NW, Suite E,Auburn, WA 98001 Authority Having Jurisdiction City of Tukwilla Calc #1 Entire Spray Booth OmniCADD Hydraulic Calculation Software v. 2.0 January 21, 02 03:00 PM Cascade Sign Paint Booth Page: 2 GENERAL RESULTS Total Water Including Hose 627.8 gpm Additional Allowances 0.0 gpm Discharge from Sprinklers 127.8 gpm Source Hose Demand 500.0 gpm Average Imbalance 0.150 gpm Maximum Imbalance 0.5 gpm Maximum Velocity @ Pipe: pp5 20.1 ft/s Maximum Fr. Loss @ Pipe: pp4 0.399 psi/ft Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE : 100 Static Pressure 120.0 psi Residual Pressure 20.0 psi Flow 5600.0 gpm Hose Allowance 500.0 gpm Available Pressure 118.3 psi Required Pressure 66.7 psi Safety Factor 43.6%, 51.5 psi Water Flowing 127.8 gpm OmniCADD Hydraulic Calculation Software v. 2.0 . January 21, 02 03:00 PM 130 0 1000 1900 2600 Cascade Sign Paint Booth Water Curves for Src : 100 3200 3700 4100 4500 4900 Page: 3 5300 5600 110 100 90 80 70 PSI 60 50 40 30 20 10 0 1000 1900 Curve 2600 3200 3700 4100 GPM 4500 4900 Values - X : psi @ gpm 5300 5600 Supply Curve @ Src : 100 Supply Curve with Hose @ Src : 100 Demand Curve @ Src : 100 End Head Pressure Responce A:120@0 - B:119.9@127.8 - C:20@5600 D:118.9@0 - E:118.3@127.8 - F:20@5100 9.3 @ 0 - G:66.7@127.8 0@0 - H:30.3@127.8 OmniCADD Hydraulic Calculation Software v. 2.0 130 120 110 100 90 80 70 60 50 40 30 20 10 January 21, 02 03:00 PM Cascade Sign Paint Booth Page: 4 NODES # Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi gpm 1 Head 8.00 8.5 - 14.7 30.7 2 Head 5.60 8.5 - - 16.2 22.5 3 Head 5.60 14.5 - - 12.9 20.2 4 Head 8.00 8.5 - - 15.4 31.4 5 Head 5.60 8.5 - - 17.0 23.1 10 Node - 8.5 - - 17.2 - 11 Node - 8.5 - - 17.5 - 12 Node - 8.5 - - 18.1 - 15 Node - 5.0 - - 26.1 - 20 Node - 12.0 - - 42.9 - 30 Node - 12.0 - - 54.0 - 50 Node - 12.0 - - 58.4 - 60 Node - 12.0 - - 58.5 - 70 Node - 1.0 - - 63.2 - 80 Node - -4.0 - - 65.4 - 100 Src [...] -7.0 - - 66.7 500.0 OmniCADD Hydraulic Calculation Software v. 2.0 Cascade Sign Paint Booth January 21, 02 03:00 PM W Cl. CL iv O. H Branch Line Branch Line Branch Line Branch Line Branch Line a 'a a. a a a a o. a. a a a w a a a so. O Ill.r O M O CO r` 00 cd in O e- r` N. CO r` to O e- co 00 e— co 00 e— e- O N N N e- co e- r` O O — Ed � r` M in N N N O N d' e- M e- M N N M Lf) Nt CM r; 00 r` N 7 00 r` N 7 co r` N 7 00 r` N 7 mcr r. N 7 't r N 7 Pres. Fr. Loss Pres. Elev. Loss Pres. Vel. Loss N Q MOMNOr`r`OOCt)CnO M O N M 0 0 N O O U, O e- 0 0 0 e- O O CO CA e- 0 U, O .i' O Ni- �' O N CO 0 0 N O O r`Or`00Or`NOOe-0000Me-00 O O e- 0 O O e- 0 0 CO O O N O 0 0 0 0 NI- 0 e- O0 O 0 0 0 N e— A. UD to 0~ CO e- O 19.763 3.031 0.018 11.144 0.000 0.021 r`OODOOOe- 0 0 0 M 0 0 Tr 0 0 00 0 0 0 0 0 0 0 0 MO %— CO 0 0 r` 0 0 Tr O N CA O J li 4 . N O -O Tt N N r- N e- O M 0 %-- O v M N O N M e- O CA r` O O M e- O CA 0 M O 0) e- 0) O CM CA O O co [t X. O e- O 0 0 0 0 0 O Length Eq. Length Total Length 4 O M M ui CO e— e- O M M N CD 0 Ln (D r- CO N O e- e- O M M Ln CD c- r O M M NCO CO T' O Tr M O M CL) O CO M O M CL) CA d' CO CD CO N O CO CO M O M CD CD C4 CV N C4 N O N e- O e- CA N O N N CO O O) M Mc- e - O N N CO O r` Size Nom.Diam. Int. Diam. %-OTr%-Oct%O 00 0e_ e- e- 00 0e- T- e- Mr%- 00 0e- V— e-- O'Ve- 00 0e- V— V- O V'NOfsNOLsNO1-N0 OO�O00 0 - r e- 000%, %- V- 000 0, e- co.T-" CD OD 0CD`, e— V-" OONOLsCOOfs00O01 CD 03 0— 0CD, 0 U % e- v- r e- OCD 00 N N 0 O OM CO CO ON O V 0 CO -Om .(0 /L) =2Li- XUBLT 120 T XUBLT 120 T 1 -0I- mN X XL/BLT 120 T XUBLT 120 TI XUBLT 120 XL/BLT 120 XUBLT 120 2EB XL/BLT 120 4ET Sch40 120 Sch40 120 Sch10 120 T Sch10 120 GS Start/End Nodes a) CD U 0 E �M r` s Lo u N N t N I Cr) " i N 1 i i i i I 1 I I I I I I I I I Res. Pres. a I'-NNN mi r`6 N- e- r- e- e- CO N r` e- e- '�e— LO ao e- r- CD r` 00 e- e- NL0 r- n w- e- CO c- r 0 e- V. e- e- Co CD e— N e-0) 0)0 CD N N N Mt Mt O et CD er Ni (D O LL) to a0 Oo Lf) LL) 1.0 O M 10 CD C O +_' (5 a) W 4=66 10 10 V) Cn OO 10 CL) T'CO r"e— t[) UD 06 CL) LL) 000 Ln LL) 006 1L) CC) OD CC) L() O o Cn O O O 0 Cl7N csi OV O O NCV O O CV CV O O CV- 7 N 0' O 0 0' CO 6 0, CD 6 0, O co 0, CO 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i a) 1- -o a) al OOOONOOOOOOOO©OOOOO>. 0) MZ 'C7 a) N MZ v a) N MZ -a a) (0 MZ -a a) MZ a) a) O ZZ a) (1) O ZZ a) a) ZZ 0 a) a) a) ZZ ZZ a) a) ZZ (1) 0 O ZZ (1) a) ZZ O '%- O Ne— c- M%— N ...;r e- N CL) Oe-- tee-- X."- 04 c-%- N K) e-T—e—N 100 00 NM 00 MCL) 00 10 CO 00 CDN. .7m N .0 Cr) .0 rt .0 23 Q D_ Q L2 O. L1 Q. d. O. L2 d L1 d O. a O. O (Ni N N 0 OD 0 C6 0 N 0 0 >, 0 0 0 E 0 Cascade Sign Paint Booth January 21, 02 03:00 PM CO W 0- 0 a) 0. 1- Underground Underground V O N > Cn co to O O 0 LL. E a CT t- N N e- c- Pres. Fr. Loss Pres. Elev. Loss Pres.Vel. Loss ', 0.0%-OONO 0)COONO)O CV CO 0 r- 0) 0 0 N 0 0 1- 0 Fr.Loss Lpsi/ft O o O O O O O O Length Eq. Length Total Len • th •--(3)OLL0OLC) N N N Size Nom.Diam. Int.Diam. 8 8.000 8.110 10 10.000 10.100 ^7°`0 a •-c ) 0) G G u - Ductile 140 3EFG Ductile 140 2ETGS Start/End Nodes Discharge O. 0) I 1 1 0 0 O Res. Pres. ._N'1' Q �N- C'7 u, Cn 6 (0 C0 CO CO Elevation O O O O T1 1ti j ((0 I 1 I u 0. am. 1— v '0 'C3 0 0 0 " Z Z Z *k 0 00 00 N- co CO .- 4# r- N a a OmniCADD Hydraulic Calculation Software v. 2.0 Jul.24. 2006 10:52AM HSM Electronic Protection Svcs No. 0736 P. 2 Terry Smith Security Consultant FILE July 24, 2006 CITY QF Tukwila 3.5/ Terry Smith Property Address: 354 Upland Drive 425-957-7027 Tukwila, WA 98188 425-746-0084 fax Honeywell Security Monitoring (HSM) 2700 Richards Road Suite 202 Bellevue, WA 98005 Washington State License: HSMELEP944L2 Exp: 06/2312008 Tenant: Impact Inc. Previous Tenant: Cascade Sign Co - HSM Installation 2700 Richards Road Suite 202 Testing: HSM 800-924-2398 Bellevue, WA Installation HSM 425-957-7008 Maintenance: HSM 425-957-7008 Fire Inspections: HSM 800-924-2398 SCOPE OF WORK; Remove one Honeywell 5505 Alarm Control Panel. This is a sprinkled facility currently monitored through an alarm panel outside of this tenant space. This panel was added in this space because previous tenant (Cascade Sign Co.) had a painting operation. New tenant (Impact Inc.) has no such operation, and wishes to have a Burglar Alarm panel only. We will be monitoring this facility for intrusion only through a new panel (Bosch 7412). Al Mitzler has indicated there will be no fee for this "REMOVAL PERMIT", nor will there be a confidence test required, as there will be no fire panel to test. TUKWILA FIRE DEPARTMENT Please call: 575.4107 and give this Job No. n(" is -I L✓(. and exact address for shut= down or rUtoraiion aptiroveL www.hsmscCurity.Con 9999 Main Street, Anywhere USA 99999 Tcicphone: 999-999-9999 Facsimile: 999-999-9999 The Honeywell security undeme*k is a trademark of Honeywell lntelleetuld Proputiea Inc. and is used 'And liomae. lit H,1-) /00AIA1°1 EX.s1vj 3)r- c' : I 'rte -- : ►3 /3 4.I iii% j Ii i \'11 30I- 0 11 11 - :0 1-0 ►1I RE 140,i `V Q {,1«e/i,Jq yr oGs4406"-i'.��� CodtXf �csie. 11 1 i i ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED ❑ PER THE ATTACHED 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 acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this depi~rtment `DATE402.. BY: ,4 -7.2 --- CITY 7 —CITY OF TUKWILA 575-4407 1 0 .11 1 1 • =1U z — n - J yx 2 '/a (v' c '- rr ; c - _1, -- • - a3- TUKWILA FIRE DEPARTMENT Please call: 575-4407 --74--- and give this job No. 9 and exact address for shut- down or restoration ap,,roval. 15,, t�'4 ILE HRTzFiCJAL a SNT'E 1-26-Et1�,�.i B. S. /4. CO3l,t.)/ x - iA aIcL pliK E. oP NEcJ PENDENT 1-1/4(3.1 RLE., NFeii 12 /917 EDi9'�`o" 1 " D Rop , o A t.[ Mat At C. f ."t "- i to . 1.111-40,c, h e.44 flRAl GER oN PI Cke EY LEr. -l/, A7/e ? i 0./ #- ! G=0,3— Pe a it- ,v;1.. 18 X 24 PRINTED ON NO. 10008 CLEARPRINT • 354 UPLAND DR 91-S-049 REVISIONS BY J ' i -t �t l si N ci V V r• It o -'ti ---S t,.)..... - - - -- W tist NS 41 J Hq 4 n Date FG6. 13, tot Scale he = j' -O Drawn 3a L Job GM-- 3 ././— . Sheet Of j- Sheets 1 4L a1 4 } t M% 1 6; 46 f r 4I t i t 4r 46 1 Jr l d t 11 4 44 5 1 of r L 1' — 4 S i c 4 t µr ( 1 r t 4 I N I t A 441 ,f 1 kl 446 1 r i I 14 4 11 61 I I 1 ! 1' 1 , 11 ,J 4 I f dud ,d v , t ti , 1 '1 4 x 44 o- 11 11 ti t ( 1 4)4 i i 4 ' 1 y 44 r m 4 «ny —.6 h , 4, a 44 T"' T -'-r. 44 a ,,+ a —r - W YR 1 '4 (E) 6 Main (t) Sob un rade I r 0 A,R rXHAUS Dry SSP within 12 of Roof ----- 1 } 5-0 )441 C M I 1'2 \ 3-0 Flex C Lf') 14 it , 11 4 a 4 d a 144 y 1' I I ti — r Y Existing Fromin9 E Built-up Roof w/ Insulotlon E 24 GIu-lam 1'0 (E) 112 B/L. 2-0 NN44, OFP Start Joint New 1 1/2 Tee for relocated booths supply upling 1F Sprinkler Piping c.4 IXI A\ \ Flex Coupling / i 1 Plug - Aux Drain New 1'2 Control Valve Ir wired by others SECTION 'A' FP -1 SCALE 1/4" = V-0" m 44a 4'1 Ks OFP Start Point, New 1 1/2 Tee for relocated booths supply W 1' 112 1' fr 1 y 1 1 y 4 46 4, 4, Id 1. I 1 t ,14,, 4 644{h PZ 40 N 30 r t, _ �A S�Ta �O tl)1 1 xhaust Plenum F1 a Cascade S.n Com on 6) New Sera Booth Fire S•rt kler Pi .m• — Pan View SCALE 1/8 • 1-0 w (E) 6 Main 4-4 1; ) ry r ,1 Ir r 1J'4, r F+ 4. .k 41 1 , ri a'141!(.1'44 f r°' w r t ,) dti Tr !7 ( � r r( 1 /1(44,4 + r 01 k 1 T '14 (4 k ,f t' 4 l�(,4_21 *fon 4444 1 x46 y r 4µt t }" 4 • 4 1P "7 — 4 /Ad + rV I 1 4 /?' r w I r IA I, 04 144. r P I 14 1,6 kt 1' 12 44 1 1 (t hI 1 4 44 A r t fa l 4 t+y 44 4 r T•.L 1 ' v! r rt r, 14 t` T I a ' 4 "4 4 i I! 4 V 1 44 Y 1a 464 i 1 a r 11 4(1 / i 1. 1 LL21 (I 1 1 vF •r'" 444 ' F, 44 49 w s , l4 UNISTRUT CLAMP PAINT BOOTH SECTION RIB JOINT l i t 4 4411 444 4 1 X 1 1 t, ! Al LY ' I L .,1..„..,,,1 4 r l 1, 1 44` Y 1 ! 4 I 1 44 44 4 sir y T 40 '4 44 ,.. 4 1 4 I T.. 4 aM / l 1*6 11 1 rn — no. TOLCO KNEE BRACE BR -22 1`-0 3/8 x 1 Through Bolt w/ Nut Washer KNEE BRACE HANGER PAINT BOOTH STEEL DECK 6Q0 Acts as a seismic restraint on mains TYP. HANGER/ BRACE DETAIL r NO SCALE CALCULATION DESIGN INFORMATION AREA #1 OCCUPANCY Spray Booth HAZARD, Extra Hazard 2 DENSITY 40 GPM AREA OF OPERATION Entire Booth ' AREA PER HEAD 100 SQ FT HOSE ALLOWANCE INSIDE 0 GPM OUTSIDE 500 GPM SYSTEM DEMAND PSI 66 7 GPM 127 8 PSI AVAILABLE L ,-.E21,2_ a_z__, GPM AVAILABLE _.52 ,2 _. r 44 r 44444 dA a tl#2,.1 1 4, r 41 44 I r 42t ^1 4 } 1, ' e.1 ..,..w Lr ? b,� 1 i N t 7 X rif — 11 — 4 Y 117'1 — 4444 k a 1,, e tl 4 I SCOPL FILE j" INSTALL NEW FIRE SPRINKLER PIPING FOR 5 HEADS' It4 PAINT SPRAY BOOTH IN EXISTING SPRINKLERED BUILDING 4J 1 It 11 d w 4 4.4. w 4 4444/4 7a 54 44 r444.4`f 4 444 4 k( ftl r)i 111 41! GENERAL NOTES: 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVp 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 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 CONSTRUCTION NOTES: 1 EXISTING BUILDING IS PROTECTED BY EXISTING 8" WET SYSTEM 2 ALL PIPING FOR SPRAY BOOTH SHALL BE BLT 3 ALL FITTINGS ARE TO BE GROOVED OR BLACK CAST IRON 4 ALL LINE CUT DIMENSIONS ARE CENTER TO CENTER 5 DESIGN CRITERIA IS EXTRA HAZARD GROUP,' 2 (PAINT SPRAY BOOTH & GLUE BOOTH) 6 ALL FIRE ALARM AND ELECTRICAL WORK DONE BY OTHERS 7 TYPICAL HANGER TO BE KNEE BRACE UNLESS NOTED OTHERWISE ' ` F 5 p l4 41f4t d r 1 v. 121 ACCEPTED 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 this date void this acceptance and will require a resulmnittal of revised drawings for subsequent approval Final acceptaire subject to fieid test and inspectitm by The Tiuderilta Fre Prevention Bureau 144, Please call 575 4407 ' and give this job and exact addressi fOr Mtge down or restoraition sipAasfAWW, r 41 C) TOR (E) Riser 6 Main itibl CO 1 4.21 \\, -44 ale REVISIONS r_71 THIS SYSTEM IS SYMBOLS SPRINKLER LEGEND NO DESCRIPTION DATE SYSTEM DESIGN REMOTE AREA Entire Booth DENSPY 40 MAX AREA/HEAD 77 sq ft NOTES I FLOW TEST 120 STATIC I RESIDUAL t 20 GPM FLOWlh DATE & NOTES Mike Kusak Tukwilla Water 5600 none given A Almi VALVE RISER DRY PIPE RISER • FLOW SWTICH RISER DELUGE VALVE RISER O PIPE *RISE • PIPE 'DROP PIPE HANGER (SEE CHART) SPRIG / DROP (SEE CHART) —11F- FLEXIBLE GROOVED COUPLING - RIGID GROOVED COUPUNG THREADED PIPE COUPUNG 4;f1" CONTROL VALVE <VIA <S,Pd> ARE DEPARTMENT CONNECTION Ants, WATER MOTOR GONG CZ: ELECTRIC ALARM BELL A-1 — MAIN PIPE NUMBER (10-6)--- MAIN PIPE LENGTH BRANCHUNE NUMBER < OF PIPE BELOW DECK/CE1UNG < OF PIPE ABOVE FINISHED FLOOR CEIUNG ELEVATION ELEVATION DATUM SYMBOL MAKE VIKING ft MODEL 14 TYPE 401 SSP FINISH CHROME K -FAC ORIFICE 1/2 TEMP 286 VIKING t SSP CHROME 17/32 286 CANOPY QUANTITY 2 CHROME 2 waNG DRY SSP CHROME 1/2 286 TOTAL PROJECT SFRINKLERS 5 TOTAL SPRINKLERS THIS SHEET ONLY 5 FIRE PROTECTION IN 4302 B STREET NW SUI E E AUBURN, WA 98001 phone (253)856-1515 fax (251)856-7075 MINNEAPOLIS SEATTLE;LAS VEGAS 14 Site Plan SCALE 1" 30' APPROVALS City of Tukwilla DRAWN BY: KB CHECKED BY BM FiLE NAME Cascade dwg Joe NUMBER Swo-2026 JOB NAME Minkter Ave TED.A.M JAN 2 4 2002 /00 Cascade Sign Company 354 Upland Drive Site, Section, Details, !lc Piping I TUkW111-- 'WA (1010D 354 UPLAND DR DATE: 1-23-01 TITLE • o Cent fic.th, 111 t 4157. - tel Thomas Industries CONTRACTOR CNI Z OISEN F P JOB Cascade Sign NORTII SHEET