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Home My WebLink About19200 59TH DR NE_961949_2026 Q y � �, �, ' � � � � �' � � � �� .� ,� , � � � v� � � � C I T Y CF= R R L_ I N(3T O1r-z CONOY RUCTION RE RM I T RERMIT NO—: �6-1949 Owner: FLIGHT INNOVATIONS 1-9200 59TH DR. ARLINGTON 98223 Value of Mork: $42,935. 20 Tax ID: Phone: 4315--9048 Describe Work: TENANT IMPROVEMENT Proposed Use: Legal Description: Job Address: 192O0 59TH DR. NE Contractor' s N ,:!e Type Address License# P E R M I T F E E S Equipment and Fixtures Nu. ber Fee Total Charge UNIT HEATER ( 100,000 BTU $13.25 $39.75 S U B T O T A L.. .... -- - $39.75 TOTALS Fee Equipment $39.75 Mech Permit $22.O0 Permit Fee $412.50 Plan Fee $268. 13 SIGNATUIRE)(��-S6.," TOTAL FEE. . . . . . . . . $742.38 I HEREBY RTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS... . . . .. .. .. . . . . . .$0.0 KNOW THE SAME TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AND TOTAL DUE... .. . .. .... . . . . . $742.38 ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIFP HEREIN OR NOT. RECEIPT # �9 BUIL ING OFFICIAL 5� \, �, `� , i BUILDING PERMIT APPLICATION CHECKLIST RES & DUPLEX COMM & IND APPLICATION APPLICATION SITE PLAN SITE PLAN ARCH. DRAWINGS ARCH. DRAWINGS STRUCT DRAWINGS STRUCT DRAWINGS LEGAL DESCRIPTION LEGAL DESCRIPTION ENERGY CALCS ENERGY CALCS STORM DRAINAGE STORM DRAINAGE SEPTIC TANK DESIGN SEPA CHECKLIST UTILITY DRAWINGS STRUCT CALCS Three ( 3 ) copies of each are required Four ( 4 ) copies of each are required for application for application ZONING SETBACKS: FRONT USE REAR LOT COVERAGE SIDE PERMIT TRACKING Name: V— L-1 ('!f 1 iU Permit #: 1 C-1 L-1 Project Type: I�--1 M iZ CA()0 Date Received DISTRIBUTED RETURNED DISTRIBUTED RETURNED Public Works Engineering Fire Dept ��-G��(�. -i; E s Date returned for corrections Date resubmitted with corrections Date ready to issue: Date issued: B uild\forms\checklst ire � it I I I j �-f A.• ��.' :. - �� - ,.. � _�..V��y��, �� •1.' I - , tr' � , -- 72 ` �• W 72 rl �- tom• �£� � � l �.t�. � �, � fi �.� . ; Al IZt 1 -3 I1 f 1t� tl - rtQ 11. ►1� ' T r-- .� I �� y � 1 � � r r.•• o f � t t 4�: I I YSl �i 1 • 74 I111 _. -. . . . • . .... ._._.__ Wit: _ - : ... .�t . . _ ,,' -•„. �.I . . .. �.'o Z I� •Y 1 1 JAN 10 ' 96 : 31 GARY PARKINSON PAGE . 01 STRUCTURAL CALCULATIONS i F'j ht &ovadons _Ins Arlington Municipal Airport Mezzanine Framing Review prepared by; KOSNIK ENGINEERING 17017 28TH DR SE BOTHELL, 'VIVA 98012 F pb. 402-9602 January 16, 1996 project no. 9601 I o i gQtjF was h+ 10 44 �!- �Q Poet-W Fax Note 7671 ° =A6 ( p4s6. TO _ ( Fran - Poona N Phone• �N, JAN 1S ' 96 : 31 GARY PARKINSON PAGE . 02 Iry Wes'G,lc �� v �:�o f � ,o�/�►lv w�GL ovac / I ��o �/G G •�//J /N GO�f/�uoa5 Gc��i2 /I'ujCla�el�e i �_ r_ . _ try_ ,�.• / T"' .�, JAN 18 ' 96 ' -� : 32 GARY PARKINSON PAGE . 03 errto a *�,&0 Aan - /hod A-Mv. ra covEz of ev • IVAI 4-5 . iso�'C ;� ('i�� A> 73�C-000. •iso 6. s� ; (/b3 G'o '5/&I0J1f14 ar+r oed'uaS /00%j rye 41Af L/IAM; w044e, GvoArs ro x4,o"y vole r. .JAN IB ' 95 1: 32 GARY PARKINSON f� PAGE . 04 Ka7 AamcrvT 70 �&,ec 544 �10 c �t.3 �' /5/ rw " /;yo '/6',1'e; 3 # .. V oO � T oG,r► { a SrAvc7ka .I 691647#'SO , 3<--co74 N�►/G�o To Tot& ( Cr) Aot,& AePa1t,,0/^je,- t%Y /NS�a0C 7AZ0^.r (N) 1446 7.2 dVr1=iWcToWr2& Ix AC0,12- 400107a'12041C. :90/5,4frc ,ae-s✓C60^- ewOI - v/"G G O/+D/NCr /-5 MO/s4- TWAN � 1 a "' 15 '91 10:50 TRUE) SSOCIATESA P.3/4 Arlington Airport Triad Job No. 91-155-01 Legal Description November 11, 1991 Revised Parcel E-2 Revised November 13, 1991 Revised November 14, 1991 That portion of the southwest quarter of Section 15, Township 31 North, Range 5 East, Willamette Meridian, in Snohomish County, Washington described as follows: Beginning at the southeast corner of said subdivision; thence North 04.00'06" West along the east line of said subdivision a distance of 1371.41 feet; thence South 85.57'18" West a distance of 130.00 feet to & . point on the westerly margin of 59th Drive N.E. , said point hereinafter called "Point A" ; thence North 04°00'06" West along said westerly margin 220.00 feet; thence South 85.57'18" West 317.00 feet to the TRUE POINT OF BEGINNING of this described Parcel; thence South 01°24'52" East 83.00 feet; thence South 27033'27" East 149.50 feet to a point which bears South 85°57'18" West from aforementioned "Point A" ; thence South 85°57 '18" West 161.50 feet to a point which bears South 85°57'18" West and 422.50 feet distant from aforemmentioned "Point A" ; thence North 04°11"40" West 31. 10 feet; thence North 45°11'47" West 119.20 feet; thence North 06*02-08" West 69. 18 feet; thence North 04°11'40" West 30.00 feet to a point which bears South 85°57"18" West from the TRUE POINT OF BEGINNING; thence North 85°57'18" East 186.67 feet to the TRUE POINT OF BEGINNING; TOGETHER WITH an easement for ingress and egress over the north 20 feet of the following described parcel: That portion of the southwest quarter of Section 15, Township 31 North, Range 5 East, Willamette Meridian, in Snohomish County, Washington described as follows: - Beginning at the southeast corner of said subdivision; thence North a4.00'06" West along the east line of said subdivision a distance of 1371.41 feet; thence South 85°57'18" West a distance of 130.00 feet to a point on the westerly margin of 59th Drive N.E. and the TRUE POINT OF BEGINNING of this described parcel, thence North 04000'06" West along said westerly margin 220.00 feet; thence South 85°57'18" West 317.00 feet; thence South 01024'52" East 83.00 feet; thence South 27"33'27" East 149.50 feet to a Point which bears South 85°57'18" West from the TRUE POINT OF BEGINNING; thence North 85'57'18" East 261.00 feet to the TRUE POINT OF BEGINNING. TOGETHER WITH and subject to reciprocal access easements over and across all existing and proposed taxi-ways to the benefit of Arlington Airport. Written by: DLH TRIAD ASSOCIATES Checked by: WVS MIS KE.128M STREET KIAKLANO,WA 98034 ` \ r: NOV' 15 191 10:51 TR%-� _ASSOCIATESA , P.4/4 I i l I r' • r- I I N04`11'40'W i 30.00 503.67' N85'57'18"E 317.00' z I 186.67' z a, a Z o `, ob 317.9Z C I N d !a �j °' 20' EASEMENT FORE - 2 w INGRESS be EGRESS ' � Oct N O ua p �SCATCRS a. , P, / N Sy,`�0' Kua. �wc .�U'• 4- o � O 261.00' 130. 0' 161.50' n-5 'WE N04'11'40'W 31.10 _ N85-57'18' E 422.50' 30 40' 50' r- Ln to to 'TT•1 .r A. 1 - 6 > A Z z fC:c -n A. . z a A O O i� •♦ w ^ 2 Ilo LEGAL DESCRIPTION FOR TRACT E-2 That portion of the Northeast quarter, of the Southwest quarter of Section 15 , Township 31 North, Range 5 East of the Willamette Meridian, described as follows : Commencing at the Southeast corner of said subdivision; thence N 40 00 ' 06" W , along the East line of said subdivision , a distance of 1371 . 41 feet; thence S 850 57 ' 18" W a distance of 448 . 99 feet to The True Point of Beginning; thence continuing S 850 57 ' 18" W a distance of 103 .'51 feet ; thence N 4° 11 ' 40" W for a distance of 31 . 10 feet ; thence N 450 11 ' 47" W for a distance of 119 . 20 feet; thence N 60 02 ' 08" W for a distance of 19. 15 feet; .thence N 850 57 ' 18" E for a distance of 182 . 33 feet; thence S 40 11 ' 40" E for a distance of 139 . 99 feet to The True Point of Beginning. Together with an easmenet for ingress , egress , no utilities , for parking by tenants , employees and clients of Tract E-2 over the following described portion of Tract E-1 : Commencing at the Southeast corner , of the Southwest quarter of Section 15, Township 31 North, Range S .East, W .M. ; thence N 40 00 ' 06" W along the North-South centerline of said section for a distance of 1371 . 41 feet; thence S 850 57 ' 18" W for a distance of 130 . 00 feet; thence N 40 00 ' 06" W for a distance of 180 . 00 feet to The True Point of Beginning; thence continue N 40 00 ' 06" W for a distance of 40 . 00 feet ; thence S 850 57 ' 18" W for a distance of 503 . 67 feet ; thence S 40 11 ' 40" E for a distance of 30 . 00 feet; thence S 60 02 ' 08" E for a distance of 50 . 03 feet ; thence N 850 57 ' 18" E for a distance of 182 . 33 feet; thence N 40 11 ' 40" W for a distance of 40 . 00 feet ; thence N 850 57 ' 18" E for a distance of 319 . 60 feet to The True Point of Beginning. Together with and Subject to reciprocal access easements over and across all existing and proposed_ taxi-ways to the benefit of Arlington Airport . Situated in the County of Snohomish, State of Washington. 0Y/;F" Containing 0 . 4477 acres- of land. :ro WAs''•. F, z Legal Description voL. 2417PAGE1 ' 20 TractE-1 . 1eg t�•• -� ......... wpl/rd/db .1.� �� .091a L ��v . t w q� 1 1 1LaliACLk / -- `% DATE: �� DDRESS: 7�c �D `� D R- A)(S LEGAL UILDING USE: OCCUPANCY CLASSIFICATION: A B E F H 1 2 2.1 3 4 1 2 3 1 2 1 2 3 4 5 6 7 I M R S U 1 3 1 2 3 4 5 1 2 1.1 1.2 2 3 TYPE OF CONSTRUCTION I II 1V V F.R. F.R. ONE HOUR N ONE N H.T. ONF,HOUR N I Please note au ne^Pssarvns Qr re�n�ire ent o---U- s nlan_II`LBEI2 Site Plan: Approved % Denied Access Requirements: Fire lane required: Yes No Sprinkler system required: Yes No Alarm system required: Yes No Knox Box required: Yes No Location: Hydrant required: Yes No # of hydrants required Location of Hydrant: Fire Flow requirements: Alarm system required: Yes No Knox Box required: Yes No Location: i G3 iTav Fire extinquishers required: — Location: Address and Location on building: Date: FIRE CHIEF: C9 Buii&fomiTddieckliA l 1 OF I HYDRAULIC CALCULATIONS for �L 1 G I-1 T L�•�r.�o�rdlT l S ,J C� 4," A- Li^JGi o, ,ji4 q-zZ�s CONTRACT NO. DATE_ -Z DESIGN DATA: OCCUPANCY CLASSIFICATION L;G hf 7- DENSITY . 1 GPM/SQ.FT. AREA OF APPLICATION I ZOO SO.FT. COVERAGE PER SPRINKLER 300 SO.FT. SPECIAL SPRINKLERS 5•S e c)(6 L d Covei - NO.OF SPRINKLERS CALCULATED Ig HOSE STREAMS 2 SO TOTAL WATER REQUIRED 3rI c�. �� GPIA INCLUDING HOSE STREAMS NAME OF CONTRACTOR DVA \C D I i�= PF',OT£CT101\1 NAME OF DESIGNER i-L-*---, rl ► t-A 'a:, ADDRESS �. O, G7� ��o��. t'�► �!_ �4A AUTHORITY HAVING JURISDICTION FEB N 1&% ,,1((Y OF ARLIIVULION . . ' EPRINKLER SYSTEM INPUT DATA Page 1 . . Date: 02/02/1996 DMFLIGHT . SDF JOB TITLEx FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY SOURCE NODE,--- Node Tag Elevation Static Residual Residual Hose Stream Pressure Pressure Flow Allowance ( ft ) ( psi ) ( psi ) ( gpm) (gpm) SRC 0.0 90.0 80. 0 1000 250 NODE DATA Node Tag Elevation K Node Tag Elevation k ( ft ) ( ft) SRC 0.0 SOURCE 6 8 .0 0.00 1 12.0 5 . 50 7 8.0 0.00 2 12.0 5. 50 8 8.0 0.00 3 12.0 5 . 50 9 16. 0 0.00 4 12.0 5.50 TOR 16.0 0.00 5 8.0 0.00 / ) PIPE DATA PIPE TABLE USED: STANDARD.PlP Page 2 Dute : 02/02/1996 DMFLIGHT.SDF ~ JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY Pipe Tag End Node Tags Length Fittings Diam. H-W Coef . ( ft ) ( ft ) ( in ) 1 1 5 3 .00 2E 1 . 104 ( 1 .000) 120 2 2 6 3.00 2E 1 . 104 ( 1 .000) 120 3 3 7 3.00 2E 1 . 104 ( 1 .000 ) 120 4 A. 8 3.00 2E 1 . 104 ( 1 .000) 120 5 5 6 15.00 0.0 2 .635 (B2 . 500) 120 6 6 7 15.00 0. 0 2. 635 (B2 . 500) 120 7 7 8 15.00 0.0 2 .635 (B2. 500) 120 8 8 9 90.00 2E 2. 635 (B2. 500 ) 120 9 9 TOR 12. 50 T 3.260 (B3.000) 120 10 TOR SRC 16. 00 0.0 6.065 (A6.000) 120 r� r� . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Dete: 02/02/1996 DMFLIGHT .SDF � . JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D NODE PRESS. PRESS . @ PRESS. @ DEMAND PRESS . TAG (PSI ) (PSI ) ( GPM) (PSI ) ( GPM) (PSI ) SRC 90.0 80.0 1000.0 88.3 378.4 47° 3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 378.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250. 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 128. 4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI ) (GPM) SRC 0. 0 SOURCE 47 . 3 128. 4 1 12. 0 K= 5 . 50 33 .9 32 .0 2 12.0 K= 5. 50 33 . 9 32 . 0 3 12. 0 K= 5 . 50 34 . 1 32 . 1 4 12.0 K= 5. 50 34 . 5 32.3 5 8.0 - - - - 37.8 6 18 . 0 - ~ ~^ -° 37.8 7 8.0 8 8. 0 9 16. 0 TOR 16 . 0 _ SPRlNKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 02/02/1996 DMFLIGHT . SDF JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY PIPE DATA PIPE TAG Q ( GPM) DIA( IN ) LENGTH PRESS. END ELEV. NOZ . PT DISC . VEL ( FPS) HW(C ) (FT ) SUM . NODES (FT) ( K) (PSI ) (GPM ) F. L. /FT (PSI ) Pioe: 1 -32 . 0 1 . 104 PL 3.00 PF 2 .2 1 12.0 5. 5 33.9 a2.0 10.7 120 FTG 2E PE 1 . 7 5 8.0 0.0 37. 8 0"0 0.242 TL 9.00 PV 0 . 8 Pipe: 2 -32 .0 1 . 104 PL 3~00 PF 2.2 2 12 .0 5. 5 33 .9 32 .0 10 . 7 120 FTG 2E PE 1 . 7 0 .0 37.8 0.0 0 .242 TL 9°00 PV 0.8 Pipe: 3 -32. 1 1 . 104 PL 3.00 PF 2 . 2 3 12.0 5° 5 34 . 1 32° 1 10 . 8 120 FTG 2E FE 1 . 7 7 8 .0 010 38 .0 0"0 0 .244 TL 9.00 PV 0 . 8 Pipe: 4 -32 . 3 1 . 104 PL 3 .00 PF 2 . 2 4 12 .0 5 . 5 34. 5 32. 3 10 . 8 120 FTG 2E PE 1 . 7 8 8.0 0.0 38.4 0.0 0 .246 TL 9. 00 PV 0. 8 Pipe: 5 -32.0 2.635 PL 15.00 PF O . J. 5 8.0 0.0 37. 8 0.0 1 . 9 120 FTG ---- PE 0.0 6 8.0 0.0 37.8 0.0 0.003 TL 15.00 PV 0 .0 Pipe: 6 -64. 0 2 .635 PL 15.00 PF 0.2 6 8.0 0.0 37 .8 0.0 3.8 120 FTG ---- PE 0.0 7 8.0 0.0 38.0 0.0 0.013 TL 15. 00 PV 0. 1 Pipe: 7 -96. 1 2 . 635 PL 15 .00 PF 0.4 7 8~0 0"0 38 .0 0. 0 5. 7 120 FTG ---- PE 0.0 E. 8.0 0.0 38. 4 0.0 0 .027 TL 15 .00 PV 0"2 Pipe: 8 -128.4 2 .635 PL 90.00 PF 4 . 8 8 8 . 0 0.0 38.4 0.0 7. 6 120 FTG 2E PE -3 . 5 9 ' 16. 0 0, 0 39.8 0. 0 0 .046 TL 106. 00 PV 0 . 4 Pipe: 9 -128.4 3.260 PL 12 . 50 PF 0. 5 9 16. 0 0.0 39 . 8 0.0 4.9 120 FTG T PE 0.0 TOR 16. 0 0. 0 40. 3 0.0 0 .016 TL 32. 50 PV 0.2 Pioe: 10 -128.4 6 .065 PL 16.00 PF 0,0 TOR 16 . 0 0 . 0 40.3 0. 0 1 .4 120 FTG ---- PE 6°9 SRC 0. 0 SRCE 47 . 3 (N/A ) 0 .001 TL 16.00 PV 0.0 NOTES : ( 1 ) Calculations were performed by the HASS 6.0. 0 computer program under license no . 414D769 granted by HRS Systems, Inc . 2193 Ranchwood Dr . , N . E' Atlanta, BA 30345 (2 ) The system has been balanced to provide an average imbalance at each node of 0. 013 gpm and a maximum imbalance at any node of 0 . 130 gum. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 02/02/1996 DMFLIGHT.SDF . JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY (3) Velocity pressures are printed for information only , and are not used in balancing the system. Maximum water velocity is 10.8 ft/sec at pipe 4 . (4 ) PIPE FITTINGS TABLE Pipe Table Name: STANDARD,PIP PAGE: A MATERIAL : S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in ) E T L C B G A D Ell Tee LngEll ChkVlv BfyV]v GatVlv AlmChk DPVlv 6. 065 14.00 30 .00 9 .00 32.00 10 .00 3.00 28.00 19. 00 PAGE: B MATERIAL : THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in ) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 2.635 8.00 17. 00 6.00 19.00 10 . 00 1 .00 14.00 14.00 3 . 260 9.00 20.00 7.00 22 . 00 13 . 00 1 .00 18. 00 13.00 PAGE: C MATERIAL : XL HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in ) E T L C B G A D Ell Tee LngE] l ChkVlv BfyVlv GatVlv AlsChk DPVlv 1 . 104 3.00 6 .00 3. 00 6 .00 8 . 00 1 .00 13.00 13. 00 / y ` SPKINKLER SYSTEM HYDRAULIC ANTc�YSIS Page 4 Date: 02/02/1996 DMFLIGHT.SDF JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY WATER SUPPLY CURVE 12D+ | | 110+ ' 100+ ' 90*\\\\\\\\\\\\\\\\ | 0 \\\\\\\\\\\\\\\\ | \\\\\\\\\\\\\\\\ | \\\\\\\\\\\\\\\\ P 80+ 80 .0 psi @ 1000 gpm-> * R | Flow Test Point E | S | S 70+ U | R | E | 60+ ( � P | S | I 50+ ) � X | 40+ ' ' 30+ | 2O+ LEGEND " . " / X = Required Water Supplv " | 47 .26 psi @ 378 .4 gpm " 10+ " | 0 = Available Water Supply " | 88.34 psi @ 378 . 4 gpm " . .. 0++-+---+----+-----.------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) HYDRAULIC CALCULATIONS for rL! c 1-1 T A-ZL �J �i off , �.� A `� �z Z�, CONTRACT NO. DATE Z - Z- `7 (� yLOW y DESIGN DATA: OCCUPANCY CLASSIFICATION L Z hf T DENSITY_ 1 GPM/SO.FT. AREA OF APPLICATION I Z 0Q SO.FT. COVERAGE PER SPRINKLER -500 SO.FT. SPECIAL SPRINKLERS s• t; C 1( �• c( Co�J�i NO.OF SPRINKLERS CALCULATED HOSE STREAMS 2 S(O TOTAL WATER REQUIRED 39:3. �� GPI, INCLUDING HOSE STREAMS NAME OF CONTRACTOR �''✓� `�C DI R= t',�01`CTI Oi�� NAME OF DESIGNER 1:)A0 rl ► LA S ADDRESS i'. �, �G7< 7 AUTHORITY HAVING JURISDICTION 64 F C,\-) RECEIVED FEB 5 -1M.ni +A*fY OP ARLING I'ON .;��, � 1`' �� 5PRINKLER SYSTEM INPUT DATA Page 1 Date: 02/02/1996 DMFLIE�HT . SDF , JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY SOURCE NODE.'-- Node Tag Elevation Static Residual Residual Hose Stream Pressure Pressure Flow Allowance ( ft ) ( psi ) ( psi ) Wpm) (gpm) SRC 0.0 90. 0 60. 0 1000 250 NODE DATA Node Tag Elevation K Node Tag Elevation k . ( ft ) ( ft ) SRC 0.0 SOURCE 6 8.0 0.00 1 12.0 5. 50 7 8.0 0.00 2 12.0 5. 50 8 8.0 0. 00 3 12 .0 5. 50 9 16. 0 0.00 4 12.0 5. 50 TOR 16.0 0.00 5 8.0 0.00 ' V ~--._- -- _ ' PIPE DATA wIPE TABLE USED: GTANDARD.Pu'' Page 2 Date: 02/02/1996 DMFLIGHT.SDF , JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY Pipe Tag End Node Tags Length Fittings Diam. H-W Coef . ( ft) ( ft ) ( in ) 1 1 5 3.00 2E 1 . 104 ( 1 .000 ) 120 2 2 6 3.00 2E 1 . 104 ( 1 . 000) 120 3 3 7 3.00 2E 1 . 104 ( 1 .000 ) 120 4 4 8 3.00 2E 1 . 104 ( 1 . 000> 120 5 5 6 15.00 0.0 2.635 (B2 . 500) 120 6 6 7 15.00 0. 0 2. 635 (B2 . 500) 120 7 7 8 15.00 0.0 2.635 (B2. 500) 120 8 8 9 90.00 2E 2.635 (B2. 500 ) 120 9 9 TOR 12. 50 T 3.260 (B3. 000) 120 10 TOR SRC 16 . 00 0. 0 6.065 (A6.000 ) 120 ` ' SPRiNKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 02/02/1996 DMFLIGHT .SDF v JOB TITLE: FLIGHT INNOVATIONS DRY E/C SlDEWALLS AT CANOPY WATER SUPPLY DATA SOURCE STATIC REBID. FLOW AVAIL. TOTAL REQ ' D NODE PRESS. PRESS . Q PRESS . @ DEMAND PRESS . TAG ( PSI ) (PSI ) (GPM) (PSI ) ( GPM) (PSI ) SRC 90 .0 80.0 1000.0 88 .3 378.4 47 ,3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 378.4 BPM . TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0. 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 128.4 GPM NODE- ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT ) (PSI ) (GPM) SRC 0.0 SOURCE 47 .3 128 . 4 1 12.0 K= 5 . 50 33.9 32 .0 2 12. 0 K= 5. 50 33 . 9 32. 0 3 12.0 K= 5. 50 34. 1 32 . 1 4 12 .0 K= 5. 50 34. 5 32.3 5 8 .0 - - - - 37.8 - - - 6 8 . 0 - - ^- - 37 .8 - - - 7 8 .0 - - ~- - 9 16.0 - - - '~ 39. 8 - - - TOR SPRiNKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 02/02/1996 DMFLIGHT . SDF ^ JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY PIPE DATA PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS . END ELEV . NOZ . PT DISC . VEL ( FPS ) HW(C) (FT) SUM . NODES (FT) ( K) ( PSI ) (GPM ) F .L . /FT (PSI ) Pioe: 1 -32 . 0 1 . 104 PL 3.00 PF 2 . 2 1 12. 0 5. 5 33.9 32.0 10.7 120 FTG 2E PE l . 7 5 8. 0 0.0 37. 8 0°0 0.242 TL 9~00 PV 0 . 8 Pipe: 2 -32 . 0 1 . 104 PL 3 . 00 PF 2.2 2 12 .0 5.5 33 . 9 32.0 10. 7 120 FTG 2E PE 1 . 7 6 8. 0 0°0 37 .8 0.0 0.242 TL 9.00 PV 0 .8 ` Pipe: 3 -32 ' 1 1 . 104 PL 3. 00 PF 2 . 2 3 12 . 0 5 . 5 34 . 1 32~1 10 . 8 120 FTG 2E PE 1 .7 7 8 . 0 0 .0 38.0 '0.0 0.244 TL 9.00 PV 0 . 8 Pipe : 4 -32 . 3 1 . 104 PL 3 . 00 PF 2. 2 4 12 . 0 5. 5 34. 5 32 . 3 10 . 8 120 FTG 2E PE 1 . 7 8 B . 0 0. 0 38. 4 0.0 0 .246 TL 9.00 PV 0. 8 Pipe: 5 -32 .0 2 .635 PL 15 .00 PF 0. 1 5 8.0 0~0 37 . 8 0.0 1 . 9 120 FTG ---- PE 0.0 6 8.0 0.0 37.B 0.0 0 .003 TL 15.00 PV 0. 0 Pipe: 6 -64 .0 2.635 PL 15.00 PF 0.2 6 8.0 0.0 37 . 8 0.0 3.8 120 FTG ---- PE 0.0 7 B.0 0.0 38' 0 0.0 0. 013 TL 15 . 00 PV 0. 1 Pipe: 7 -96 . 1 2 .635 PL 15.00 PF 0 . 4 7 2.0 0.0 36. 0 ()10 5. 7 120 FTG ---- PE 0 . 0 8 8.0 0^0 38. 4 0.0 0.027 TL 15.00 PV 0 . 2 Pipe: 8 -128.4 2 .635 PL 90.00 PF 4.8 8 8 . 0 0.0 38.4 ().0 7.6 120 FTG 2E PE -3. 5 9 16. 0 0.0 39. 8 0.0 0 .046 TL 106. 00 PV Pipe: 9 -128°4 3 .260 PL 12 . 50 PF ()" 5 9 16 . 0 0.0 39 . 8 ,,0 4. 9 120 FTG T FE TOR 16 .0 0.0 40 . 3 0.0 0 .016 TL 32 . 50 PV (). 2 Pipe: 10 -128.4 6 . 065 PL 16.00 PF U.� TOR 16 . 0 0. 0 40.3 0.0 1 .4 120 FTG ---- PE 6. 9 SRC 0. 0 SRCE 47.3 (N/A ) 0. 001 'FL 16.00 PV 0.0 NOTES : ( 1 ) Calculations were performeo 'by the HASS 6. 0.0 computer program under license no . 414D769 granted by HRS Systems , Inc . 2193 Ranchwood Dr. , N. E. Atlanta" GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0 . 013 gpm and a maximum imbalance at any node of 0 . 130 gom . SP2KLER SYSTEM HYDRAULIC A SIS Page 3 Date: 02/02/1996 DMFLIGHT.SDF JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY ° (3) Velocity pressures are printed for information only , and are not used in balancing the system. Maximum water velocity is 10.8 ft/sec at pipe 4. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD,PIP PAGE : A MATERIAL : G40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in ) E T L C B G A D Ell Tee LnQEll ChkVlv BfyVlv GatVlv AlmChk DPVlv ` 6.065 14. 00 30 . 00 9 .00 32.00 10.00 3.00 28 .00 19.00 PAGE : B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in ) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 2 .635 8^00 17.00 6.00 19 .00 10. 00 1 .00 14 .00 14 .00 3. 260 9.00 20.00 7 .00 22 . 00 13. 00 1 .00 18.00 13.00 PAGE: C MATERIAL : XL HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in ) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 1 . 104 3.00 6. 00 3.00 6 . 00 8 .00 1 .00 13 .00 13. 00 ' SPRzNKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 02/02/1996 DMFLIGHT.SDF ° JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY WATER SUPPLY CURVE 120+ ' 110+ | ' ' 100+ ^ 90*\\\\\\\\\\\\\\\\ ' 0 \\\\\\\\\\\\\\\\ P 80+ 80.0 psi @ 1000 gpm-> * R | Flow Test Point E | S | S 70+ U | R � E | 60+ ( � P � S | I 50+ > | X ' 40+ | | | 30+ 20+ LEGEND ^ ' | X = Required Water Supply " | 47 .26 psi @ 378.4 gpm " 10+ " | 0 = Available Water Supply ° | 88 . 34 psi @ 378. 4 gpm " 0++-+---+----+............+--------+--------+---------+------------ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) 08i1911,93 09: 14 $4350724 CITYiARLINCTON 001 ' CITY OF ARLINGTON CONSTRUCTION PERMITle Q COµo1NAT10N Q SUILOINO te MEC>tf1/LNICJLL Q- PLUMDIN6 4 SIGN PERMIT N0. N MAIL ADDRESS COPY ago /►.ONt �IGNT IJI-;�•iAT�o,,`� ►9ze�s9 �z. A�� AZT-.�c(To� L�A T52 AlCNI TOR 1 !R MAIL AOOAEfS y 21/ Mit MAIL ADDRESS LI Y zip LIL N / tJ/A REVICKAZIAL GON AA TOR MAIL ADDRESS, Iry rip IFWa4 LICENSE/ a.>Gei7 �tt�l= 1�'Z��_ ec,-1.1oI.J t R"73 f49 '► /�vc 1JE:.- c��l.._Jy;�Ce c.�A q3cS7Z �-Zct�g3 sC� ILUM111INC.CONTRACT R MAIL ADDRESS CITY t,w 1 n10«e L'Z'YTTiTli" LASS of 1VORR QNLW rj AUDITION 1�(I AL TE RA TION QRErA1R QLIEMUlIT10N 0WALUINf�R1=LOCATION VALUAT Of WORK 9125 01SCRIME WURK n -�T�►�z07t. P:P..�<. AT Ile- . I� rjkLruu u vat d 8uIL01Nr 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- L AL t •RUIIRiY ,Ai TAIiN R li SIGNS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE L,l, EILaX:K ur GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX so NuM ec R LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF I qZ� 1I" D�-U,� ,� CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE, SK+NATUREOr ONTRACIOIt AalT.IOt12U7ALENT DATE IDR ADO SS �n1iNICN ION tSN1.Y) NU. I 't'Y VIt ON NIX'IV NR PUD .saIXTUNI s NO. _ TYYQ Aw ROUINMLfN1" -- IRR •.wlxTul t11 lvnnlNca,oslrrirvlLan _ .. z/.00 IRcoNu.uNlTn-u.r.a/L .__,. ..i .ra•• ___ _ tA•cl nun i7•� _. •,� CI•RIO NRnT10N IlN rl'N-ILP.PAL. W _titi• -VATOKY WAS11 15A'%JN f7AN It.lIKY-II.P.a-- .AS FiRNO A.C.UN -'1'ONNACII PA a.t(..Iht•• --^ r/Y,1161N SINK 4 oisr AI. i7.0Y ORCCA A114 bY�rR/y9-tl.7'.U. MAA 10.00 )IYIWASH RR i7.00 -.... AI 1/l:.L'tYlN$-D. .U. M 119.00 .AVNURYI'RAY i7•� �.� NIT I/lfATalR.9-D:T.V_ M -• .LO' InS WASP MIL f7;00 VAYORATIVNC_OOLWaS N.M _ ATItR I111A11SR 'LOl•1(I*Dµ YL"IaS NINAI j7•� RNTIL.AT N N K/N /O NA _ i430 '• )RINq +I,lUlfIA1N - _ T7.uo _ NOD 1,001)gid"I RCtAI, +� LL.SaI -• •I,a7t)N DRAIN --, ,- i7Au •- - IR IIANOLING UNIT- CYM ACUUM I{RILAKIiRtl _„ «. �1•� ,_. _.. ..... I�V,�Q _ -OAH ISILAI•NS-RAI NIl fAf?!iRS i7.Du . _..... .. - -�-_ I'Its NLAT;II 4 Cl/IMNUY INK(YIlRVI<:If-NAR.Ii'IC.) --,•- �-f7•++o ,,, •- _ ATL:N lltlAl'1!R —_---••-- - LL-SO �.--- �,.___ .. _ - .-. ..... AnS.N1r�/N0 •[up Ie S�i)A��OOnI.�i.75 a. Slll1 PURMIT - SIOL Y AND SL I•ACIL %f RkL1 541/AC:K R J-. 'v'-wuSMACK DATO i1EIOpVEp F'--CE� FEE RECEI/T NO. U T lCYV L NRA VA AN I E Q YES ONO iEEi VALUATION FEE IY/L Or CONS 1. OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING VG Six!OI *Lou. NO.OF STORILS /iAl/.OCC.LOAD PPIU'Lo"- ! rLUMMNO 1IRt SPRINKLLRSALOUIR(D OYES Q NO MEG711ANKrLL COMMENTS STATE EILOC.CAGE N•IERCY COOS SURCHARGE aI �. (.✓7�'��'�! l�� 'r.�-- � PENALTY SLCC�Dl(�) VVATER)SEWER FEES _ i .L. +..^r•., - TOTAL PIRMIT VA JO^1"ON of L•mi-z 1'1 ca Y. VVIM.I r"41"iRLY VALIDATED ON 1Mf iwAW TMS HYOUIL w[uvi&11ECMIFF P-�_ f�)/Ifr�_ PAIO C111R ty :.?1`4 iaAlO--Q I Iµ DATE Post-It"-brand fax transmittal memo Mi 0 of PSG** . RECORDS COPY corn eP�- Phorr A FRI Iprx A i CITY OF ARLINGTO• DEPARTMENT OF COMMUNITY DEVELUPMENT 238 N. Olympic, Arlington, WA 98223 uilding ❑ Engineering ❑ Planning DATE v� r O j_ ,00 No.9& Phone (206) 435.0724 FAX (206) 435-3906 ATTENTION �l To 1__�_7 H �_)E�2 �; R SS yG RE: ,uG#T 3'NNQUr+T/oWs' _2,UG _1_2 0 a 3 �1 w �s N �� WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 1 -1 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints 'F�4 For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO - RECYCLED PAPER: Contents:40'o Pre-Consumer-10-.Post-Consumer SIGNED: __ • •1 l HYDRAULIC CALCULATIONS for �L! NT T 10,—) ArZz- ,,Jci otj , L Jtq `lgZz. s CONTRACT NO. DATE 2 Z- `7 DESIGN DATA: a`"°°'rile, 09 I.erl OCCUPANCY CLASSIFICATION L .L< t4 7- III DENSITY 1 GPWSO.FT. AREA OF APPLICATION J200 SO.FT. COVERAGE PER SPRINKLER 300 SO.FT. SPECIAL SPRINKLERS J—•S &p'oe ----. LC f INHERING NO.OFSPRINKLERS CALCULATED �ri. I ' ine HOSE STREAMS -a 50 "' J `� NWED f- TOTAL WATER REQUIRED 3r10. 41 M GP INCLUDING HOSE STREAMS �Y. —� Date; NAME OF CONTRACTOR D'yA \C ID P= R 01 NAME OF DESIGNER I>AO rl ►ilk-t ADDRESS , O, ,S' 0—/- 1 7 1"1 GGZ.! `l AUTHORITY HAVING JURISDICTION I,�CI,JG R F G E V F l Y. fit IOnY�a� -L� ;IY y / SPRINKLER SYSTEM INPUT DATA Page 1 Date: 02/02/1996 DMFLIbHT.SDF ` JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY SOURCE NODES Node Tag Elevation Static Residual Residual Hose Srream Pressure Pressure Flow Allowance NO ( psi ) ( psi ) ( gpm) Am) SRC 0.0 90.0 80.0 1000 250 NODE DATA Node Tag Elevation K Node Tag Elevation k . ( ft ) ( ft ) SRC 0.0 SOURCE 6 8 .0 0. 00 1 12. 0 5 . 50 7 8. 0 0.00 2 12.0 5 . 50 8 8.0 0. 00 3 12 .0 5 . 50 9 16.0 0.00 4 12.0 5.50 TOR 16.0 0.00 5 8.0 0.00 i _ PIPE DATA KPE TABLE USED: STANDARD.P Page 2 Date: 02/02/1996 DMFLIGHT.SDF JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY ° Pipe Tag End Node Tags Length Fittings Diam. H-W Coef . ( ft) ( ft) ( in ) 1 1 5 3.00 2E 1 . 104 ( 1 .000) 120 2 2 6 3.00 2E 1 . 104 ( 1 . 000) 120 3 3 7 3.00 2E 1 . 104 ( 1 .000 ) 120 4 4 8 3. 00 2E 1 . 104 ( 1 .000) 120 5 5 6 15.00 0"0 2 .635 (B2. 500) 120 6 6 7 15.00 0.0 2 . 635 (B2. 500) 120 7 7 8 15.00 0.0 2.635 (B2. 500) 120 8 8 9 90,00 2E 2. 635 (B2. 500) 120 9 9 TOR 12. 50 T 3.260 (B3.000) 120 10 TOR SRC 16"00 0.0 6. 065 (A6.000) 120 r ^ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 02/02/1996 DMFLIGHT . SDF , JOB TITLE : FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY WATER SUPPLY DATA SOURCE STATIC REBID. FLOW AVAIL. TOTAL REQ' D NODE PRESS. PRESS. PRESS. @ DEMAND PRESS . TAG (PSI ) (PSI ) ( GPM) (PSI ) ( GPM ) (PSI ) SRC 90.0 80 .0 1000.0 88 .3 378.4 �7.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 378.4 GPM . TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250. 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 128. 4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI ) (GPM) SRC 0. 0 SOURCE 47. 3 128. 4 J. 12.D K= 5. 50 33.9 32 .0 2 12. 0 K= 5. 50 33 . 9 32 .0 3 12. 0 K= 5. 50 34 . 1 32 . 1 4 12. 0 K= 5. 50 34 . 5 32.3 5 8.0 6 8 . 0 - - - - 37 . 8 - - -~ 7 8.0 - ~- - - 8 8. 0 - - - ~ 38.4 - - - 9 16. 0 - ~ ~ -~ 39 .-S-i ^~ ~- - TOR 16. 0 - ~ - - 40 . 3 ~` -~ - r� r\ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 02/02/1996 DMFLIGHT . SDF JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY PIPE DATA PIPE TAG Q(GPM) DIA( IN ) LENGTH PRESS. END ELEV. NOZ . PT DISC. VEL( FPS ) HW ( C) (FT) SUM . NODES (FT ) ( K) ( PSI ) (GPM) F .L. /FT ( PSI ) Pipe: J. -32 .0 1 . 104 PL 3.00 PF 2 .2 1 12. 0 5" 5 33.9 32.0 10.7 120 FTG 2E PE 1 .7 5 8. 0 010 37. 8 0.0 0 .242 TL 9.00 PV 0 .8 Pipe: 2 -32. 0 1 . 104 PL 3 . 00 PF 2 .2 2 12.0 5. 5 33,9 32.0 10. 7 120 FTG 2E PE 1 . 7 6 8.0 0 .0 3712 0.0 0 .242 TL 9.00 PV 0.8 ` Pipe: 3 -32. 1 1 . 104 PL 3.00 PF 2 . 2 3 12.0 5. 5 34 . 1 32 . 1 10. 8 120 FTG 2E FE 1 .7 7 8.0 0°0 38 . 0 0.0 0.244 TL 9. 00 PV 0 .8 Pipe: 4 -32. 3 1 . 104 PL 3 . 00 PF 2. 2 4 12 . 0 5 . 5 34 . 5 32 .3 10 . 8 120 FTG 2E PE 1 .7 8 8.0 0. 0 38. 4 0.0 0 .246 TL 9.00 PV 0.8 Pipe: 5 -32.0 2 .635 PL 15.00 PF 0° 1 5 8.0 0.0 37 . 8 0.0 1 . 9 120 FTG ---- PE 0.0 6 8.0 0.8 37.8 0.0 0.003 TL 15.00 PV 0,0 Pipe: 6 -64.0 2 .635 PL 15.00 PF 0.2 6 8.0 0.0 37 .8 0.0 3. 8 120 FTG ---- PE 0. 0 7 8.0 0°0 38'0 0.0 0 . 013 TL 15. 00 PV 0. 1 Pipe : 7 -96. 1 2 .635 PL 15.00 PF 0 . 4 7 8.0 0.0 38 -0 0.0 5.7 120 FTG ---- PE 0. 0 8 8.0 0.0 38. 4 0.0 0.027 TL 15.00 PV 0 .2 Pipe: 8 -128. 4 2 . 635 PL 90 .00 PF 4,8 8 8 . 0 0.03B.4 0.0 7 . 6 120 FTG 2E PE -3, 5 9 16.0 0°0 39.8 0,0 0 .046 TL 106 .00 PV 0,4 Pipe: 9 -128.4 3.260 PL 12 . 50 PF 0° 5 9 16. 0 0.0 39 . 8 0.0 4 . 9 120 FTG T PE 0.0 TOR 16 . 0 0.0 40. 3 0.0 0 .016 TL 32 . 50 PV 0.2 Pipe: 10 -128.4 6. 065 PL 16.00 PF 0.%'.i TOR 16.0 0.0 40.1 0.0 1.4 120 FTG ---- PE 6° 9 SRC 0.0 SRCE 47 . 3 ( N/A ) 0.001 TL 16.00 PV 0.0 NOTES : n1 ) Calculations were performen by the HASS 6. 0.0 computer program under license no. 414D769 granted by ,iRS Systems, Inc . 2193 Ranchwood Dr . , N . E . Atlanta, GA 30345 (2 ) The system has been balanced to provioe an average imbalance at each nooe of 0 . 013 gpm and a maximum imbalance at any node of 0 . 130 gom. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 02/02/1996 DMFLIGHT.SDF ` JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY (3) Velocity pressures are printed for information only , and are not used in balancing the system. Maximum water velocity is 10.8 ft/sec at pipe 4 . (4 ) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE : A MATERIAL : S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in ) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv ' 6 .065 14 . 00 30 . 00 9.00 32.00 10 . 00 3.00 28. 00 19.00 PAGE: B MATERIAL: THNWL HWC : 120 Diameter Equivalent Fitting Lengths in Feet ( in ) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 2.635 8.00 17. 00 6 .00 19 .00 10.00 1 .00 14 .00 14.00 3. 260 9.00 20. 00 7 .00 22 . 00 13 . 00 1 .00 18. 00 13.00 PAGE: C MATERIAL : XL HWQ 120 Diameter Equivalent Fitting Lengths in Feet ( in ) E T L C B G A D Ell Tee LngEll ChkVIv BfyVlv GatVlv AlmChk DPVlv 1 . 104 3 . 00 6 . 00 3 .00 6 .00 8 .00 1 . 00 13.00 13. 00 ^ I ^ CS ER SYSTEM HYDRAULIC A N A I S Page 4 Date: 02/02/1996 DMFLIGHT.SDF 'JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY WATER SUPPLY CURVE 120+ 110+ ' ' 100+ ' . . 90*\\\\\\\\\\\\\\\\ | 0 \\\\\\\\\\\\\\\\ | \\\\\\\\\\\\\\\\ | \\\\\\\\\\\\\\\\ P 80+ 80. 0 psi @ 1000 gpm-> * R | Flow Test Point E | S | S 7D+ U | R | E | 60+ ( | P � S | I 5�+ ) | X L LEHNER F-NONEERING FIT PfOlOction Engineers NEERING . . 42r 0� ACV7,,-)rcD AS NOTED El r,qG 30+ 2O+ LEGEND " .� er -D AS NOTED 13 El . - | X = Required Water Supply " | 47 .26 psi @ 3 7 8.4 gpm " 10+ " | 0 = Available Water Supply ° 378 . 4 gpm o | ^ 0++-+---+----+--.............�------+--------+�-------+---------+-----------+ 200 300 400 500 6�0 700 800 900 1000 FLOW (GPM) . � J:t � • 08,,19.,93 09. 14 Y4350724 CITYiARLINCTON [a 001 CITY OF ARLINGTON CONSTRUCTION FAQ S xe.,irl PRMIT Q COM0INATION iLJ BUILDING NCCCfiANICIAt O. PLUMBING 4 SIGN PERMIT NO:� 4 1 ` A MAIL ADDR S� C11 r 1 ►•/°ONE 2 �+ FL1 1I IJ wi 1T��M!:-- I f>-Z ' S`�{� ��. � — AaL•.� x.-r0 EP (�3R ZJZZ.-J ARCNIT CT O VJ MAIL APPRELf I Ylow ► 4tC N F tj Ll M E F VMu;rK ACTO AL G R MAIL ADDRESS ITY Sir E ,Z r?_v i/rc,rIc�IJ 1 Avc. E ►�IJvI L-.)A 9,16UIZ 5�7 nooWE LI IFPLUM ING CONTRACT MAIL AOOKCSS C/YY 21► LJNLW WORK A004TION ALTERATION nRE►AIR pDEMULITI<NI 1]ptJILUIN(;RELOCATION VALUA OF WORK i �1125 ' UtSL:RIRc WORK `h sl��xo?t. P.P.`x: A`F A z -. ► ,,FU D Use Of R IL i— I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW 717E SAME TO BE TRUE AND CORRECT ALL PROVI- I.AL U►tRTr GELOWOR AIVACH tousticolpIGS1 SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT,THE L01 IILUCK Ur GRANTING OF A PERMIT DOES NOT PRESUME TO GIVF AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX 10 NUMYCN LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONST RUCTION. PERMIT EXPIRES t YEAR FROM E)ATE OF ISSUANCE. 1 LI z { •L.1� ' SIGNATURE Or TMG70R ALi�1N1OR12E0 AGENT DATE •yam �( { _ ffll4. G-� �� (UIiMICIi usif ONI.Y)'y^ 11ANICAL 1'1.11M111N(I _ _ _— ... ' N0. l 'I'Y r15 O1•MIX-1-tlK1} _ Full •••1111('1'Ilk" NO. _ TYrN AA RgUtMMltN1•. �PRJz•(.•�•PI rr{1K Itl: WA"•lIN(:LOYIfr L'I'UILQT) _ ., i7.M1 IR COND.UNIT'li-11_r.QA. _ EirR10L(RATION UN n71-I/.P.ILA_ ui .It.1•• nVATORY WASH ItA.G/N S7Ao ILZK`S-11.P.QA. ui •11i(•• •�-•— '110W1/K i7.f0 - _. .AS r1R110 A.C.t/N -'1'ONHAOQ R!L u1P.14.1•' __ 1'1'(.Y 11SN S/NK 4 OL•(W Ai. ORCI:A AIK`JY`.('1'RM9-H:I'.U. MQA i0A0 L 311WASN CR i7.00 ___.. ALL-LIMA IIAS-D..T.tl. M $0.00 .AUnI)NY FIR /NIT JIEA'1UKK'i-D:T.U- M_ Mae _• ...IA'n 16S WASI IT'-R $7.00 VArClµ AT7VL COOLD!(S A71tll 11(SATIIR - — St'" _ 'LA7III:S PKYISIt, - if.SO -• ll(INAI _ _-_ iT.OY _ RNT1Lw'r10N MAN )KINKING IIOIJMI'AIN ._ i7_Iw -!NOD IIOUI>(:AMMDRCUL _ ifs• '�•--- --- 17.00 lµ IIANULIN(i IJN IT- CYM. 11.01 t(DRAIN _..- -_. _. .—...- .. tf30 . _• ACl1UM Ilµl(AKL!NB _. i7,0{I ,- ___ - 1'OVQ _ •• LOOT'1>ItA1Ns-_ KAINI-RAI]IiRS _ _- �. i7.lw � � _ -�• D7'wL Ml1iti ML.A(:IL CI IMNi1Y �� _ 'INK(�l•NVI<'If-µAR;1L'IC•) - - -i?-!!� „, .._ ATII I1bA'1'17K - if�0 ' - "- AS P1P1NU •(.W to S.•i7.00,=Adnl.�i.71 w -_ .•._— - _ _..___ _ ..._". .., ='L.l..'�'n.w.1 li s�o.u•l pa PrJ.IJen...._.__._. _ .�. _ DIiKMI'1' .._. .. .._..._.. ..�.... ... '1-IY1'AI.PKII «. lAN-Cli[GK Al. IPL VAND SL IRACK STRtLI S1.111ACK K AR VAlto RACK DAYS RI190E7VIM M FEE RECEIPT UST/omi Lot AK►A VACANT SITE FEES VALUATION FEE Q YES (]MO, E Yrt Of C0MS1. OCCL/1ANCV v OUr NO.OF OWELLI►1C)LIMITS PLAN CHECKING VG w•LE71Nc • S1RE 0/ RLO(.. NO.Or 370/4,I1.1, MAX.OCC.LOAD rLUMbINO r IRE SYRINKLL•-JA-TS REOUiREP I 0 Yf5 IVD MECIIANICr,L STATE Rl00.CODE COMMENTS ENERGY Coal StMC*4^RCE �tJJ .,i"" PENALTY SLCC3DN•1 p� WATER/SEWE F R EES •� / r R E' "'Fl E r� ' � TOTAL PERMIY VALIOATICNJ VVMW rROPERLY VALIDATED ME 7MI5 S►AW T&K YOUR rLu411 r REQMr In CAN RV - eLALdNI:orrTcw DO`TII Post-It-brand fax transmittal memo 7671 0 of pages . RECORDS COPY To roe., co. eAL• Pholr¢d 1 Fall p F9K A �, r� .r�, '� . �'�� r • ` - - ',I%T, �� . . '\ � �� `) ��/��Rv�� 0FCT��K�U%i�Y 0� �=�su u �� v�/u- u u��uu,xum�u N 0!ynr/pic. ArUnf¢on. ��A y�2��3 ' DATE JOB NO. FAX G'206) 435 --,906 ATTENTION TO qq WE ARE SENDING YOU l� A�achod O Under separate cover via the following items: > � O Shop drawings O Prints O Plans O Samples O Specifications ^ O Copy of letter O Change order O COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED ao checked below: O For approval O Approved aosubmitted O Rosubmit-------_oopiosforapprovu| O For your use O Approved a, noted O Submit---------copies for distribution O As requested O Returned for corrections O Roturn-oonectedprinta � JZ For review and comment O O FORBIDS DUE 19 ---_---_ O PRINTS RETURNED AFTER LOAN T0US REMARKS COPY TO �� n �� psn� ��Contents:^o%Pre-Consumer-m%Post-Consumer SIGNED: i rt ADVANCED FIRE PROTEG-.ION, INC. a o a a a a a P.O. Box 1543 19738 - 144th Avenue N.E. DATE ,DD ND Woodinville,Washington 98072 ' - - (206)483-5657 9 FAX: 483-5077 ^T ENT RE: TO ( [r L. ' LADIES/GENTLEMEN: WE ARE SENDING YOU (Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO DESCRIPTION 62 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ( r your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO _ _ SIGNE LT-584-2 if enclosures are not as noted, kindly notify` s at once. PRINTED IN U.S.A. ,�� •- t _ ;. ADVANCED FIRE PROTEL.C_.4, INC. HUM- � M a a U M a a P.O. Box 1543 19738 - 144th Avenue N.E. Woodinville,Washington 98072 oATe (206)483-5657 • FAX: 483-5077 ATTEN N RE: TO t X-l"x-)Irl LADIES/GENTLEMEN: WE ARE SENDING YOU (Xittached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO ^ DESCRIPTION L / /! uz THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO- SIGNED;12;;?//V/-/-4 LT-584-2 if enclosures are not as noted, kindly notify us t once. PPINTFn IN 11 R A 1'1 -IY, II' II '�•I I �' •11■• - }C ' III I 1 1 I . • , .11� I 7, �II�■��;!.:.•/P�Vn�sl�{M:■ rva..v�iT.i�LM maflau'rmn rm a ■• I i MCI -R —17 ��1 '� ,� I 1 1 '�1�•� 1 1 11 1 � d - - - - - I mod: ■ �5 -'��4= 1 1 - - - - - - - - I II I _ 1 s i r-m I •A. I r ! ' IL'—J III ': ui I �� _ �_ .e:�y�yrr _ w — ■n 1 r. �• � _r r - r A_ Ilit�t _ ' - - •�• 1 L: —1 a• I I 1 �r1 ry1 Jll_ ]16q■ 1 11 11 IY�!jj 1 �7 � - f� , 1 _ 1 711-r a TO: Dave Anderson FROM: Rob Putnam DATE: 29 Jan 1996 SUBJECT: Flight Innovations I have reviewed the plans for the interior improvements to the Flight Innovations buildings . Flight Innovations has Airport approval for these improvements only. The additions and site improvements shown on the plan have not been approved by the Airport Commission as of this date. Rob Putnam a— ,eY �� Airport Supervisor 1� 1 C I ARLINGTON AIRPORT TEL : 1-206-435-1012 Jan 23 ' 96 10 :55 No . 004 P .01 DAILEY, DUSKIN & PEIFFLE A rxuyrsbSJONAL SPAW r.CWORAMN ATTORNEYS 8TPV6Y J.3!irtlT{� 224241 SR 9 Ne DAVID L DURKIN POST OFFICE BOX leg (M)439-2i61 me-1AKD A.HAr[,Fy AIRLINGTON, WA 98223-0198 (360)IEZ-810e FAX f36O)435.6060 hulu iry 23, 1996 FIRM: CITY OF ARLINGTON - FAX NO,: 435.1012 FROM: Kim RE: FLIGrHT INNOVATIONS OUR FILE NO. 3273 NO. OF PAGES '1'O rOLLOW; 4 HARD COPY: RETALNED If you experience problems receiving this fax, or if you do not receive the number of pages indicated, please ct'll our offioe at (360) 435. fr ?Z-7 {' W/ PRIVILEGED AN[) CUNFIDEYaAL ATTORNEY WORK PRODUCT/ATTORNEY-CLIENT COMMUNICATIONS 'lhls fe4slmila message Is ectorney privilepe. and coniidcatial zed is intended sulcly for t:ie uce or the individual mgmer{ Above. If you are not the Inicndcd reolplent, or the porsor. msponsibl; to deJivcr it tc the Intended rocipicnt, you are hereby advised that any dm mination, distribution or copyipg of this coma nicatioo is nruhib.tcd. if you have recoivcd this fax In error,please ;mmc(iimtrly notify 11C Sehdcr by telejAv)tte aad return Cie original fax mo-sage to the Fender by U.S. (Wail, ADDITIONAL COMMENTS; NONE FAIL D BY: ._.a nAT$: s_ TIME .;• ,i :� ARLINGTON AIRPORT TEL : 1-206-435-1012 Jan 23 '96 10 :55 No . 004 P . 02 • Z0 7�q�os0 LEASE ASSIGNMENT The parties hereto are KSN ORFoRD and VICRI ORFORD; and FLIGHT XNNOVATIONS, INC. , hereinafter referred to as "assignee" . C� Cro1 WHEREAS, in October, 1991, KEN ORFORD and VICRI ORFORD ,Leased as Lessee the prenuses hereinafter described from the City of Arlington, hereinafter referred to as "city" , for the purposes set forth in said lease; and 0 WHEREAS, KEN ORFORD and VICRI ORFORD have made substantial improvaments to the leased premises; and WHEREAS, assignee desires to purchase KEN ORFORD and VICRI ORFORD' s interest in said lease and to take assignment of said lease, in accordance with the provisions of Earnest Money Receipt and Agreement dated Nover.Lber 8, 1995 between. these parties. NOW, THEREFORE, for and in consideration of the mutual covenants hereinafter contained, the parties agree as follows: 1. Assiarsment of LpAea, Conditional upon approval of the City of Arlington which shall be evidenced below, and for and in consideration of the sum of TEN DOLLARS (510) and other valuable consideration in hand paid by assignee, and as accommoiating a tax deferred exchange, receipt of which is hereby acknowledged, KEN ORFORD and VICRI ORFORD do hereby grant, bargain, sell, assign, transfer and APt ovp.r unto assignee and to their heirs, executors and successors, that rerh;R;n 1 aaga haari nrg rhP date of October, 1991, matde And executed by KEN ORFORD and VICRI ORFORD as lessee, and City of Arlington, as lessor, Snohomish County Auditor's File No. 920512048t which is by reference incorporated herein, hereinafter which is referred to as "am aigned lease" , to assignee, ouch assignment shall include all of KEN ORFORD and VTCxx ORFORDIN right, title and interest in and to the lease and any and all improvements, fixtures and personal property upon the subject promises . 2 . Hold HarmlQeo . Assignee covenants and agre92 to comply fully with the terms and conditions of the assigned leave and to hold R$N ORFORD and VICRI ORFORD haxmlece from any and all obligations which might arise out of said lease after the effective date of paid inaignmcnt. Earncot Moncy Rccicpt and Agreement dated November 8 , 1995 shall survive closing and the hold harmlece agreement providcsd for heroin shall not apply to obligations arising as a result of KEN ORFORD and VICRI O rows breach of any provlcion of said agroomont .NO EXCISE TAX AEOUIRED LEASE ASSIGNMENT 0 E C 2 01995 �j r r;- U e) r� rika Slulls, Wad (evilIr1flulir li ymow r . RRLINGTON AIRPORT TEL : 1-206-435-1012 Jan 23 ' 96 10 : 56 No . 004 P .03 3 . Effective _Dace of Aeaianmer_I.;, This agreement shall be effective upon the City of Arlington approving the same in the farm attached hereto, and upon the closing of the sale of KIM ORFORD and VICKI ORFORD'6 interest in said laa:se to assignee hereunder. KEN ORFORD and VICKI UXjrUx13 and its successors, administrators and assigns does covenant and agree that KEN ORFORD and VICKI ORFORD are the owners of said leasehold interest and improvements thereon, has good right and Lull authority to sell and e9sign the same hereunder, and that it/they will warrant and defend tr:e sale/ae$ignmer.t hereby made unto assignee anti its executors, acim_nistrators and assigns, against all and every person or persone claiming an adverse interest in tre same . DATED this �'� day of 199 KEN ORFDRD v CMI 0140RD ASSIGNEE: FLIGHT INNOVATIONS, INC. CA,gy Fred Barker 9512200334 LEASE ASSIGNMENT V01 31. �� I I ARLINGTON AIRPORT TEL : 1-206-435-1012 Jan 23 '96 10 :57 No . 004 P • 04 s , sTATB Ot' WhONINGTON ) . ss COUNTY OF SNOHOMISH ) On this day Pe-uu"ally appeared before me XxN oRFORD and VICKI ORFORD, to me known to bt the individuals described in and who executed the wiLl,l,i thud foregol:Ig instrument, and acknowledged trat they signed the same as their tree and voluntary act and died for the uses anti putpu4e4 therein mentioned. Givlhli utidar my hand and official Beal Chia 1 , day of NO --r--' y r )eLic . nand for e rtd� Stat?._Qf Wash:in ton, residing at Ly. PAL, %�`��.�'✓�.'bAtC� It q�'\�.`er My comma soicn expires; s 4 1 F WN% .� eeName; tit yk Ilil0*• STATE Off' WASHINGTON ) so COUNTY of SNOHOMISH r� On this day of�-U � �� before me, the undersigned, a Notary-Public n' and for tie State of Washington, duly commissioned and sworn, oetsonally appeared FRED BARKER to me known tc be the presidentof FLIGHT INNOVATIONS, INC. , and acknowledged the said instrument to be the free and voluntary acL and deed of said corporation, for the uses and purposes herein mentioned, and on oath stated that they are authorized to execute the said in$trument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hareta affixpa t-hR day and yepl%11V&1p..above written. 1 + NCTA Y PUBLIC n an fc�r. hha t �•.., q off. State of Washington, residing .P�A,tr. NU�W..j'�� at g OFWP��•ee ��I+11I�i1� My comnm] aAion axD°I racj LEASE A58ICiNMENT nmwnrn/..w: VOL. a 111 F;RLINGTON AIRPORT TEL : 1-206-435-1012 Jan 23 ' 96 10 : 57 No . 004 P . 05 Y �I r ' �Xll t- t C The City of Arlington having duly considered the above referenced assignment on its regular City Council meeting of the 16th day of December 1995 , and the same being approved by the'c.' ty NUW, 'THEREFORE, the City does hereby ccnsent tc, the assignment of lease as set forth above provided, the bank or lending Institution using said lease for collateral also consents to this assignment , The City acknowledges that the assigned lease replaced the lease with Paul Z . Silva R-ld Bella A. Silva recorded under Auditor' s file No. 9103010093 . CITY OF ARLINGTON 3y'V. " GV J �cb� r -,Kraek a of ATTEST: Kat Ay etera , City cler c'�— LEASE ASSIGNMENT 4 re213/bW/V■0� � 3h �� l HYDRAULIC CALCULATIONS for �L 1 G(4 7- 17 rJ rJ6u,4-T-10,-) S�_ G- 1 59 ' ! )z ,J C A(2L r^J G i on- , .J 14 `l qz z:s CONTRACT N0, DATE DESIGN DATA: OCCUPANCY CLASSIFICATION L;G hf T DENSITY 1 GPM/SO.FT. AREA OF APPLICATION I Z PLO SO.FT. COVERAGE PER SPRINKLER 500 SO.FT. SPECIAL SPRINKLERS S•S4' Z7'61)c-PlCoO62. NO.OF SPRINKLERS CALCULATED,_ HOSE STREAMS 2 SO TOTAL WATER REQUIRED 1J9 3. "I GPM INCLUDING HOSE STREAMS NAME OF CONTRACTOR A OVA tiC-D Fi I,= 't ko E CTl di,1 NAME OF DESIGNER �� r l A" S ADDRESS ram. O. �G7� 1��cc� �:'�� _ G. ��:.--� -�� 7 A ,, AUTHORITY HAVING JURISDICTION -11 2C I,JG 1 Crj RECEIVED „Ili' OF.ARLINGTON � r / } / , EPRINKLER SYSTEM INPUT DATA Page 1 . Date: 02/02/1996 DMFLIGHT.SDF JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY SOURCE NODES Node Tag Elevation Static Residual Residual Hose Stream Pressure Pressure Flow Allowance ( ft ) ( psi ) ( psi ) Wpm) (gpm) SRC 0.0 90.0 80. 0 1000 250 NODE DATA Node Tag Elevation K Node Tag Elevation k ( ft ) ( ft) SRC 0.0 SOURCE 6 8.0 0.00 1 12.0 5. 50 7 8.0 0.0O 2 12.0 5. 50 8 8.0 0. 00 3 12.0 5. 50 9 16. 0 0.00 4 12 .0 5. 50 T0� 16.0 0.00 5 8.0 0. 00 / > ^ PIPE DATA PIPE TABLE USED: STANDARD.PIP Page 2 Date: 02/02/1996 DMFLIGHT.SDF ~ JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY Pipe Tag End Node Tags Length Fittings Diam. H-W Coef . ( ft ) ( ft ) ( in ) 1 1 5 3.00 2E 1 . 104 ( 1 .000 ) 120 2 2 6 3.00 2E 1 . 104 ( 1 . 000) 120 3 3 7 3.00 2E 1 . 104 ( 1 .000 ) 120 4 4 8 3 .00 2E 1 . 104 ( 1 . 000) 120 5 5 6 15.00 0 .0 2.635 (B2. 500) 120 6 6 7 15.00 0. 0 2 .635 (B2. 500) 120 7 7 8 15.00 0.0 2 .635 (B2. 500) 120 8 8 9 90.00 2E 2.635 (B2. 500 ) 120 9 9 TOR 12. 50 T 3.260 (B3. 000) 120 10 TOR SRC 16 . 00 0.0 6.065 (A6.000 ) 120 r\ ~� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 02/02/1996 DMFLIGHT . SDF ^ . JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D NODE PRESS. PRESS. e PRESS. @ DEMAND PRESS . TAG (PSI ) (PSI ) ( GPM) ( PSI ) ( GPM) (PSI ) SRC 90 .0 80.0 1000.0 88.3 378.4 47 . 3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 378.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250. 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 128. 4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE OR (PSI ) (GPM) SRC 0.0 SOURCE 47 .3 128° 4 1 12.0 K= 5 . 50 33.9 32 . 0 2 12. 0 K= 5. 50 33. 9 32 . 0 3 12. 0 K= 5. 50 34 . 1 32 . 1 4 12.0 K= 5 . 50 34. 5 32.3 5 6 7 8 .0 8 9 16.6 - - - - 39'G - - - TOR 16°0 - -- - r� r\ _ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 02/02/1996 DMFLIGHT . SDF ^ JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY ' PIPE DATA PIPE TAG Q( GPM) DIA( IN ) LENGTH PRESS . END ELEV . NOZ . PT DISC. VEL ( FPS ) HW(C ) (FT) SUM . NODES ( FT) ( K) ( PSI ) (GPM ) F.L. /FT (PSI ) Pioe: 1 -32"0 1 . 104 PL 3.00 PF 2 . 2 1 12.0 5. 5 33.9 32.0 10~7 120 FTG 2E PE 1 . 7 5 8.0 0.0 37 .8 0"0 0.242 TL 9.00 PV 0 . 8 Pipe: 2 -32 .0 1 . 104 PL 3 . 00 PF 2 .2 2 12.0 5. 5 33 . 9 32.0 10. 7 120 FTG 2E PE 1 . 7 6 8.0 0.0 37 .8 0 .0 0 .242 TL 9. 00 PV 0 . 8 Pipe: 3 -32. 1 1 . 104 PL 3.00 PF 2 . 2 3 12.0 5. 5 34. 1 32 . 1 10.8 120 FTG 2E pE 1 . 7 7 8.0 0 .0 38.0 0. 0 0 .244 TL 9.00 PV 0 . 8 Pioe: 4 -32 .3 1 . 104 PL 3 . 00 PF 2. 2 4 12.0 5. 5 34. 5 32.3 10.8 120 FTG 2E PE 1 . 7 8 8.0 0.0 38.4 0. 0 0.246 TL 9. 00 PV 0. 8 Pipe: 5 -32 .0 2.635 PL 15. 00 PF 0. 1 5 8.0 0~0 37.8 0.0 1 . 9 120 FTG ---- PE 0.; 6 8.0 0.0 37.8 0.0 0.003 TL 15.00 PV 0. 0 Pipe: 6 -64.0 2.635 PL 15.00 PF 0.2 6 8.0 0.0 37. 8 0.0 3.8 120 FTG ---- PE 000 7 8.0 ().0 38. 0 0.0 0.013 TL 15. 00 PV 0.1 Pipe: 7 -96. 1 2. 635 PL 15 .00 PF 0 . 4 7 8.0 0.0 38. 0 ().0 5.7 120 FTG ---- PE 0 . 0 8 B.0 0.0 38. 4 0. 0 0.027 TL 15.00 PV 0 . 2 Pipe: 8 -128.4 2 . 635 PL 90 .00 PF 4 . 8 8 8. 0 0.0 38.4 0.0 7. 6 120 FTG 2E PE -3 . 5 9 16.0 0.0 39. 8 0. 0 0 .046 TL 106. 00 PV 0. 4 Pipe: 9 -128 .4 3.260 PL 12 . 50 PF 0 . 5 9 16. 0 0.0 39 . 8 0.0 4 . 9 120 FTG T PE 0. 0 TOR 16. 0 0°0 40. 3 0.0 0 .016 TL 32. 50 PV 0 . 2 Pioe: 10 -128.4 6 .065 PL 16.00 PF 0W TOR 16 .0 0 .0 40 .3 0. 0 1 .4 120 FTG ---- PE 6. 9 SRC 0. 0 SRCE 47. 3 ( N/A ) 0.001 TL 16.00 PV 0.0 NOTES: 41 ) Calculations were performed by the HASS 6.0 . 0 computer program under license no. 414D769 granted by HRS Systems, Inc . 2193 Ranchwood Dr . , N . E. Atlanta, GA 30345 (2 ) The system has been balanced to provide an average imbalance at each node of 0. 013 gpm and a maximum imbalance at any node of 0 . 130 gom. 46 - . SPRiNKLER SYSTEM HYDRAULIC ANALYSIS Page 3 . Date: 02/02/1996 DMFLIGHT.SDF ' JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY (3) Velocity pressures are printed for information only , and are not used in balancing the system. Maximum water velocity is 10 .8 ft/sec at pipe 4 . (4 ) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE : A MATERIAL : S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in ) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 6.065 14. 00 30 .00 9 .00 32. 00 10. 00 3. 00 28.00 19. 00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in ) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 2.635 8 . 00 17. 00 6 .00 19.00 10.00 1 .00 14 . 00 14 .00 3 .260 9 .00 20. 00 7.00 22 . 00 13 . 00 1 .00 18 . 00 13.00 PAGE: C MATERIAL : XL HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in ) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv 1 . 104 3.00 6. 00 3.00 6.00 8 .00 1 .00 13.00 13. 00 I,-) SPkiNKLER SYSTEM HYDRAULIC ANAw/SIS Page 4 , bate: 02/02/1996 DMFLIGHT.SDF ° . ` JOB TITLE: FLIGHT INNOVATIONS DRY E/C SIDEWALLS AT CANOPY WATER SUPPLY CURVE 120+ ' 110+ 100+ ^ 9O*\\\\\\\\\\\\\\\\ � 0 \\\\\\\\\\\\\\\\ | \\\\\\\\\\\\\\\\ | \\\\\\\\\\\\\\\\ P 80+ 80.0 psi @ 1000 gpm-> * R | Flow Test Point E | S � S 70+ U | R � E | 60+ ( | P � S | I 50+ ) | X | 40+ ' | 30+ | | | ============================== 20+ LEGEND " . " | X = Required Water Supply " ( 47.26 psi @ 378.4 gpm " 10+ " | 0 = Available Water Supply " | 88. 34 psi @ 378.4 gpm " . " 0++-+---+----+.....W......+........+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) 03/14/1996 14:39 2067768577 LEHNER ENGINEERING bL Lehner Engineering INVOICE 96-016 18023 Hwy 99,Suhe N ., r yYW4C V—c Lynnwood,WA 98037 ' (206)776-7616 `�"/08 SHIP TO CITY OF ARLINGTON Dept.of Community Development 236 N.Olympic Avenue Arlington.WA 99293 MM NET 30 WBLO308 PROGRF88 RII 1.ING FOR FIRE RROWCTW)N 000 000 ENGINEEM0 SERMCES 0.00 0.00 JGD: FLIGI IT INNOVATIONS .50 W.D. Lehner,P.E. 90.00 4b.UU 5 Steve Sexton, Drafter 44.00 220.00 1 Mlke Lehner,Drafter 44.00 44.00 RECEIVED &-APPROVED .FOR PAYMENT DEFT. HEAD: bars amount u Thank You 309.00 � .- I LEHNER 7 engineering February 20, 1996 FIRE PROTECTION SPECIALISTS To: David Anderson CITY OF ARLINGTON 238 N. Olympic Arlington, WA 98223 Re: Flight Innovations PERMIT # 96-1963 19200 59th Dr. N. E. Arlington, WA 98223 Dear Dave: We have reviewed the Fire Sprinkler submittal by Advanced Fire Protection, Inc. We recommend issuance of a permit to install the fire sprinklers, subject to the following comments. SHEET 1: ACCEPTED AS NOTED 1. The density of .10/1500 is acceptable only for protection of the temporary canopy. This canopy is scheduled to be removed in a few weeks per Mr. Barker of Flight Innovations. 2. No hanger details are shown. Provide hangers in accordance with NFPA-13. C-clamps must have retaining straps. Eye rods must utilize lags or thru-bolts, not drive screws. 3. No seismic bracing is shown. Provide seismic bracing as noted on the drawing. 4. No provisions for draining are shown. Provide a drain at the bottom of the new under-mezzanine main or insure new piping drains to the existing riser. HYDRAULIC CALCULATIONS: ACCEPTABLE If you have any questions, please call. Sincerely, W. B. Lehner, P.E. 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