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Permit 5457 - General Medical - Office Addition
c. SEGALE BUSINES( ARK P.O. Box 88050 TUKWILA, WASHINGTON 98188 (206) 575.3200 TO City of Tukwila Building Department 6200 Southcenter Boulavard Tukwila, WA 98188 WE ARE SENDING YOU C Attached ❑ Under separate cover via ❑ Shop drawings ❑ Copy of letter ❑ Prints ❑ Change order DATE 11 -15 -88 ATTENTION JOB NO. 880050 Bob Benidicto "General Medical Office T.I. Permit #5457 the following items: ❑ Plans ❑ Samples ❑ Specifications 0 COPIES DATE NO. DESCRIPTION 9 11 -9 -RR FnginPPrs NorthwPgf Drawing #88000 -1 unit support) THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval xkl For your use ❑ Approved as noted ❑ Submit copies for distribution xQ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS • 'rMCE;INSTE?Y :_ COMPANY' MECHANICAL CONTRACTORS SEATTLE, WASHINGTON 'FULL COMMERL:I AL HVAC LOADE3 PROGRAM PROJECT: CLIENT: DATE: DESIGNER: GENERAL MEDICAL MCE: 10/27/88 EDI BUILDING. MASTER Df1TA. AND DESIGN PARAMETERS: DESIGN CMJTDOOR OUTDOOR INDOOR INDOOR MONTH DRY BULB WET BULB REL. HUM DRY BULB GRAINS IN /OU'1 -DOOR DIFF. CORRECTION JANUARY„ SO 47 47/ . 78 —24. 71. MARCH. i { 49 47% 78 • 735.44 ,. JULY 83 G7 47/ 78 • S.30 WINTER, 2.4 0 50% 70 VF: 00 747 —36 714 PART PART TYPE U—FAC 1. 0. 090 COOL, HEAT; T--D T—D 21 Wfli..L ASH RAE WALL WALL TYPE =. oROLJF' ,: ;U -FAC . :COLOR GLASS - :SUMMER. WINTER GLASS. NO.:' U- F(aC. (.4-F(lC. .SI -ID. COEF ROOM ASS,- ',GL A38 • CONS 1', . W T DI'FI HE I GHT GENERAL. PROJECT :INFORMATION PROJECT FILE :NAME o PROJECT :' LOCATION : TUN,WXL.0., WA BAROMETRIC .PRESSURE; �-?9. 866 IN.;HG (lL rITUDE 'Sip 'FEET' - NopTH L..ATITUDE 47 DEGREES NI :nN DAILY . TEMPERATURE RArGE . 2/1! PEG. 0 START T NG:'TIME FOR HVF,1,C LOIU) Cf-1LCULAT IONS S f1M ENDII�IG ` TIME FOR' HVAC, LOf1D "CFILCUL.:ATIONS G' ;PN FLOOR HEAT ,LOOS, COEFF.TCIENT 0. 81, NTUM °F'CR FOOT DF SLAB' NUM %ER OF IJNIG.UE ZONES IN TH CS. PRO,JEC1 * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY MCKINSTRY COMPANY GENERAL MEDICAL * * * * * * * * * * * * * * * * ** *•x.* ELITE SOFTWARE DEVELOPMENT INC * ** SEATTLE. WASHINGTON PAGE 2 * * * * * * * * * * * * ** ** * * * ** .10/7/88 GENERAL PROJECT DATA (CONTINUED) BUILDING DEFAULT VALUES: CALCULATIONS PERFORMED: LIGHTING REQUIREMENTS: EQUIPMENT REQUIREMENTS: PEOPLE SENSIBLE LOAD MULTIPLIER PEOPLE LATENT LOAD MULTIPLIER: PEOPLE OCCUPANCY BASIS:. ZONE SENSIBLE SAFETY. FACTOR: ZONE LATENT SAFETY FACTOR:. ZONE HEATING SAFETY FACTOR: PEOPLE D :EVERSITY FACTOR: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER:. BUILDING DEFAULT CLG, HEIGHT: BUILDING DEFAULT WALL HEIGHT BOTH HEATING AND COOLING LOADS 1.70: WATTS PER SQUARE FOOT 0,80 WATTS PER SQUARE FOOT. 230 BTU PER PERSON 190 BTU PER PERSON 1 PERSON PER 100 10% a% E0% 100ti 1 1 1: 10, 0, FEET 10. 0 'FEET SO. FT INTERNAL OPERATING LOAD PROFILES (C- 100):. REF HR : HR HR ` HR. HR 'HET' HR ' HR HR HR � HR HR HR HR HR HR HR HR . HR HR HR HR. HR SHR NO.. 1 .;C 4. 5 6 7 8 9.10 41 1E 13: 14'.15.46'.47'18 19 :::0.21 2223 E4 1. E. 3. 4. 5. 6.. 7: 3. 9.. 10. C C ,.0 C C C C C C C C C C C C C C C C C C C C C C C C C C C . C_ C C C, ..0 C C, C C C C C .'.0 C ,C C: C C C: . C ,. C C. 0 0 0 C 0 .. .0 C. C : C 000 C C.0 C' C:..C...C. C .; C C C'' C C C: C .' C' CCCCCCC C: C .0 C C C C C C C ALL DESIGN DATA ;'TAKEN :FROM THE`:1985 ASHRAE'HANDEiGOK OF *••*•• FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC •*• *• MCK I NST RY COMPANY SEATTLE, WASHINGTON GENERAL MEDICAL 10/27/88 PAGE 3 ************************** AIR HANDLER INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * ** AIR HANDLER # 1 INPUT DATA: AIR HANDLER DESCRIPTION: TERMINAL TYPE: METHOD FOR CV: SUPPLY FAN TYPE: CALCULATIONS PERFORMED: EXCESS SUPPLY AIR: NUMBER OF TIMES SYSTEM OCCURS: LIGHTING PROFILE NUMBER: c C?U :[PMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: EXHAUST CAN EXCEED SUPPLY AIR: LEAVING HEATING COIL TEMP. (DEG.F): DRY BULB TEMPERATURE (DEB. F) : COOLING COIL CFM: MISC. BTUH GAIN - SUPPLY SIDE: MISC. BTUH GAIN - RETURN SIDE: COMBINED FAN, MOTOR EFFICIENCY (%): STATIC PRESS. ACROSS FAN (IN W. G) : SUIYIME Ff SUPPLY DUCT, TEMP. RISE (DEG.F) SUMMER RETURN DUCT TEMP. RISE (DEG.F) WINTER SUPPLY DUCT TEMP. DROP (DEG.F) WINTER RETURN DUCT TEMP. DROP (DEG.F) CHILLED WATER TEMP. D I FFE RENCE (DEG. F ) HOT WATER TEMP. DIFFERENCE (DEG.F) COOLING VENTILATION METHOD: COOLING VENTILATION VALUE: COOLING INFILTRATION METHOD: COOLING INFILTRATION VALUE: HEATING .VENTILATION METHOD: HEATING VENTILATION VALUE: HEATING INFILTRATION METHOD : . HEATING INFILTRATION VALUE:. VENTILATION IS 100% OF SUPPLY PRETREATED OUTSIDE. AIR: IGNORE PRETREATED LOAD: PRETREATED DRY BULB AIR TEMP (DEG.F): PRETREATED WET BIJLB AIR TEMP (DEG. F) PACKAGE ROOFTOP CONSTANT VOLUME PROPORTION SUPPLY CFM DRAW- TI•IRU BOTH HEATING AND COOLING LOADS RESERVE CAPACITY 1 1 1 1 YES 120 JJ G 0 0 60 1.000 0.000 0. 000 0.000 0.000 0.000 5.000 00 , CFM 0 0.000 . . 5.000 CFM 1 1.500 FAIR NO NO NO PER ,PERSON; 0 PER PERSON.. CHANGES DESIGN OUTDOOR OUTDOOR INDOOR MONTH DRY BULB WET BULB' . REL.'HUM INDOOR 17p.Y. 'BULB,, GRAINS,.. RIFF.', IN /OUTDOOR CORRECTION JANUARY MARCH JULY. -WINTER' 47 49 67. * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** MCKINSTRY COMPANY SEATTLE, WASHINGTON GENERAL MEDICAL 10/27/88 • PAGE 4 * * * * * * * * * * * * * * ** * * * * * ** * ** AIR HANDLER INPUT DATA * * * ** * ** * ** * * * * * * * ** * * * * ** AIR HANDLER # 2 INPUT DATA: AIR HANDLER DESCRIPTION: WALL UNIT TERMINAL TYPE: CONSTANT VOLUME METHOD FOR CV: PROPORTION SUPPLY CFM SUPPLY FAN TYPE: DRAW --THRU CALCULATIONS PERFORMED: BOTH HEATING AND COOLING LOADS EXCESS SUPPLY AIR: RESERVE CAPACITY NUMBER OF TIMES SYSTEM OCCURS: 1 LIGHTING PROFILE NUMBER: 1 EQUIPMENT PROFILE NUMBER: 1 PEOPLE PROFILE NUMBER: 1 EXHAUST CAN EXCEED SUPPLY AIR: YES LEAVING HEATING COIL TEMP. (DEG.F): 1 20 DRY BULB TEMPERATURE (DEG.F): COOLING COIL_ CFM: 0 MISC. BTUH GAIN -- SUPPLY SIDE: 0 MISC. BTIJH GAIN - RETURN SIDE: 0 COMBINED FAN,MOTOR EFFICIENCY (%): 60 STATIC PRESS. ACROSS FAN (IN W. G) : 0.100 SUMMER . SUPPLY DUCT TEMP. RISE , (DEG.F): 0-01P121 .. SUMMER RETURN DUCT TEMP RISE (DEG.F): 0.000 WINTER SUPPLY DUCT TEMP. DROP (DEG.F): 0. 000 WINTER RETURN DUCT TEMP. DROP (DEG.F): 0.000 CHILLED WATER TEMP. D I FFERENCE (DEG.F): 0.000 HOT WATER 'TEMP. DIFFERENCE (DEG.F): 0.000 COOLING VENTILATION METHOD: E COOLING VENTILATION VALUE: 5.000 CFM COOLING INFILTRATION METHOD: 0 COOLING INFILTRATION VALUE: 0.000: HEATING VENTILATION METHOD: HEATING VENTILATION. VALUE: 5.000 CFM PER PERSON S5 PER PERSON. HEATING INFILTRATION METHOD: HEATING INFILTRATION VALUE:. VENTILATION IS 100% OF SUPPLY AIR: PRETREATED OUTSIDE AIR: IGNORE PRETREATED LOAD: PRETREATED DRY BIJL.B AIR TEMP (DEG.F): PRETREATED WET BULB AIR TEMP _ (DEG. F) DESIGN OUTDOOR OUTDOOR INDOOR. MONTH DRY BULB WET BULB . REL. HUhi 'JANUARY 00 MARCH 61 JULY to WINTER 24 47 .49 67 471 47% 47%. OOX 1.. 500 AIR ' CHANGES . PER . HOUR NO NO NO 0 INDOOR DRY• BULB' GRAINS DIFF. 78 - :;5.�r►I 78 70.' IN /OUTDOOR CORRECTION ---47 '--36 —16 * ** FULL COMMERCIAL MCI, I NSTRY COMPANY GENERAL MEDICAL * * * ** * * * * * * * * * * * * ** L.O(11) DESCRIPTION 1. COMPUTER , SYS# 1 3. WALL•- 1 - -G -D PARTITION -1 PARTITION - -2 LIGf -ITS -1 EQUIPMENT-1 PEOPLE -1 WINTER INFL FLOOR SLAB TOTAL 2. OFFICE SYS# 2 PARTITION-1 PARTITION-2 L I G)-rrS -1 EQUIPMENT -1 PEOPLE -1 WINTER INFL TOTAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT•INC * ** • SEATTLE, WASHINGTON 10/27/88 PAGE 5 DETAILED PROJECT ZONE LOAD CALCULATIONS * * * * * * * * * * * * * * ** UNIT -SC-- CLTD U. FAC SEN. QUAN CFAC SHGF -CLF- GAIN LAT. HTG. HTG. GAIN MULT. LOSS PEAK TIME 2 PM JUL. (12 X 6) = 72 SF 60 72 120 122.40 1200.00 1.00 18 6. 0 1.000 36 0.110 238 5/21 0.033 12 5/21 0.090 54 1.000 100% 3.410 417 1.000 3.410 4092 0 1.000 230/190 230 190 PEAK TIME 8 PM JUL. 144 5/21 0.033 120 5/21 0.090 244.80 1.000 100% 3.410 115.00 1.000 3.410 1.44 ,1.000: 230/190 1 5,043 190 X 1.10 X 1.05 5,547 200 is 4 54 835 392 331 274 5. 060 0. 693 1.890 304 50 227. 49.590 893 37.260 224 1,698 X 1.20 2,038 (12 X 12) -• 144 SF 0 1,, 636 X 1.;•10 274- X 1.05 w88 , .0. 693 100 1.890 227 49..590 50- 3. GEN'.OFFICE• `SYS## 2 ' E. WALL• -1 -G -D S. WALL-- 1 -0• -D PARTITION -:1 PARTITION-2 S. GLS- 1 -_ L- L.I GHTS -1 EQUIPMENT-1 PEOPLE -1 WINTER INFL FLOOR SLAB TO1-AL PEAK; TIME 1 PM MAR. 295 ''1.000 -7 0.110 291 1.000 20 0.110 964 5/21 0. 033 40. 5/21 0.090 90- TRANS 49 1.000 -24 0.560. NS- -SOLAR 49 0.820 226 0.650 1638.80 1.000 100% 3.410 771.00 .1..000 3.410 9.64 11.000 230/.190 241 63.5 -226 640 159 18 7658 5902 55.-,88 2629 2217 377 452 (964' X '..1) _ 964 SF. 5.060 1493 5.060 . 1472 0.693 668 1.890 76 22.540 1104. 49.590 37. 260,. 130 22':'`956 ** FULL :COMMERCIAL HVAC . LOADS. PROGRAM BY MCK I NST RY ` COMPANY GENERAL MEDICAL ** ***** * * * * * * * * * * * * * * * ** AIR SYSTEM 4! 1 ZONE SUMMARY ELITE SOFTWARE DEVELOPMENT :INC ` * ** SEATTLE, WASHINGTON PAGE 6 * * * * * * * * * * * * * * * * * * * * * * ** 10/27/88 ZN. ZONE - ". DESCRIPTION ;FLOOR HTG. LOSS. 'SEN. GAIN. LAT. GAIN HTG..CFM CLG CFM NO PEAK TIME ` & MONTH AREA 0. A. CFM 0. A. CFM EXH. CFM CFM /SF. CFM /SF. 200 0 COMPUTER. PM :. JULY 038. 226 3.14 ZONE PE:AK.,TOTALS 200 .. k1 j. il• ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** MCKINSTRY COMPANY SEATTLE, WASHINGTON GENERAL MEDICAL 10/27/88 PAGE 7 * * * * * * * * * * * * * ** * * * ** AIR SYSTEM 4 1 TOTAL LOAD SUMMARY * ***• *** *•* **********•** AIR HANDLER DESC: PACKAGE ROOFTOP WITH (PROPORTION) TERMINALS SUPPLY AIR FAN: DRAW -THRU WITH PROGRAM ESTIMATED HORSEPOWER OF 0.0 HP. FAN INPUT: 60% COMBINED FAN & MOTOR EFF. WITH 1.00 IN. WATER ACROSS THE FAN SENSIBLE HEAT PATIO: 0.97 ----- THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME 2 PM IN JULY OUTDOOR CONDITIONS: 82 DB, 67 WB, 76.33 GRAINS INSIDE: 78 DB, 47% RH SUMMER: VENT CONTROLS OUTSIDE AIR - -- -- WINTER: VENT CONTROLS OUTSIDE AIR ZONE SPACE INFILTRATION OUTSIDE AIR SUPPLY DUCT RETURN DUCT TOTAL SYSTEM • SEN. LOSS: SEN, L.OSS: SEN. LOSS : SEN. LOSS: SEN. LOSS: SEN. LOSS: 967 BTUH 1,071 8TUH ( 248 BTUH ( O BTUH 0.BTUH 18 CFM) 5 CFM) SUPPLY AIR: 2,038 / . (0.998 X 1.08 X 50) _ ( 38 . CFM) WINTER VENT OUTSIDE AIR (13.22% OF SUPPLY) : ( 5 CFM) ZONE SPACE SEN.GAIN: INFILTRATION SEN.GAIN: DRAW -THRU FAN SEN.GAIN: SUPPLY DUCT SEN.GAIN: G, 547 . BTUH O 'BTUH 150 BTUH 0. BTUH TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: SUPPLY AIR: 5,697 / (0.998 X 1.1 X 23) SUMMER VENT OUTSIDE AIR (2.21% OF : SUPPLY): RETURN . DUCT SEN.GAIN: RETURN PLENUM SEN.GAIN: OUTSIDE AIR SEN.GAIN: SLOW -THRU FAN SEN.GAIN: 0 CFM) 226 CFM). j CFM) ( • 2,286 BTUH 5, 697 BTUH O BTUH' O BTUH 22 BTUH ( O BTUH TOTAL SEN.GAIN ON RETURN •SIDE OF COIL: TOTAL SEN.GAIN ON f t I R HANDLING SYSTEM: ZON1E SPACE LAT. GAIN: INFILTRATION LAT. GAIN: OUTSIDE AIR . LAT. Gil IN: 200 0 .27 TOTAL. L.AT. GAIN ON AIR HANDLING SYSTEM: TOTAL SYSTEM . SENSIBLE AND "LATENT. GAIN TOTAL E4TUH BTUH BTUH 0 (. 5 ,GFM). 2th: BTUH 5 946 BTUH 0.50 TONS * ** FULL COMMERCIAL 'HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT :INC * *• MCKINSTRY COMPANY SEATTLE, WASHINGTON GENERAL MEDICAL 10/27/88 PAGE 8 •* ***** *. * * * * * * ** AIR SYSTEM 0 1 ZONE SENSIBLE LOAD PROFILE * * * *** * * * * * * * * * * *" MONTHLY AND HOURLY SYSTEM #1 1 ZONE_ .SENSIBLE. LOAD 'PROFILE JANUARY MARCH * JULY NOT USED. NOT USED' NOT USED * * HOUR ZONE. SEN ZONE. SEN ZONE. SEN . ZONE. SEN ZONE. SEN ZONE. SEN * 1 PM. 2 AM 3 AM .4 AM 5 AM 6 AM, 7 .AM 8 1M 9 A ,10 mi 1 ;1.AM 12'.AM: 1 AM 2 PM 3 .PM 4 PM- 5 PM 6 PM 7. PM: 8PM'. 9 1= M • 10 12 PM.' =,.. 0. 0 0. 0 0 0 0 5040 5228 , 5091 5163 5.86. '533 :5336 5314. 527E 522$ 5185 0 0 H 0 .0. 0 e. 0 0 0 0' 0 0 5141 5250 5 192 ' ' 5300 5265 i,.5372 5330' -5438'. . 5387 5496' 5431 ' :5540. 5438 . 5547 54].6 55w5 5372y 548.1. • 5330 5438: : . 5286' . 5394. '5250 5358' ;,. • 0',' �** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC *** MCKINSTRY COMPANY SEATTLE; WASHINGTON GENERAL MEDICAL 10/27/88 PAGE 9 ****************** AIR SYSTEM # 1 PSYCHROMETRIC ANALYSIS ******************* SYSTEM LOAD ANALYSIS LATENT GRAINS SENSIBLE TEMP CFM LEAVING COIL CONDITION 67.044 55.000 DRAW-THRU FAN 150 0.605 6 MISC LOAD ON SUPPLY SIDE 0 0.000 0 SUPPLY AIR DUCT 0 0.000 0 ZONE LOADS 200 1.306 5,547 22.391 220 ZONE CONDITION 200 68.350 5,697 78.000 226 RETURN AIR DUCT 0 0.000 RETURN AIR PLENUM 0 0.000 MISC LOAD ON RETURN SIDE 0 0.000 VENTILATION AIR 5 CFM 27 0.177 22 0.088 BLOW-THRU FAN 0 0.000 ENTERING COIL CONDITION 227 68.527 5,719 78.089 GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: 226 PR = (BAROMETRIC PRESSURE OF SITE `/ STANDARD ASHRAE PRESSURE `OF 2g,921> TSH = PR X 1.10 X CFM X (DB.ENTERING- DB.EAVING) TLH = PR X 0.68 X CFM X (GRA%MB.ENTERING - GRAINS.LEAVING) 8TH = PR X 4.50 X CFM X <ENTHALPY.ENTERImG - ENTHALPY.LEAVING>, ' TSH = 0.998 X 1.10 X TLH = 0.998 X 0.68 X. 226 X ( 78.089 _ 55.000 ) '= 5,720 BTUH 226 X ( 68.527 - 67.044 ) = 227 BTUH SUM = � � �� ` � - ' � �� 5� i47 BTUH GTH 0 998 X 4.50 �� °~ - . .om � ' c�u X ( ���.���m - 'c:�.+��+ )'= �' '5,945 BTUH TOTAL SYSTEM LOAD ' ' '�, ,�'i ,.' ,�, 5,946 BTUH .' : - CHILLED-HOT WATER FLOW RATES: ` . COOLING GPM = ' 5,945/ ( 10.0 X 500 ) HEATING GPM = 2,286 / (20.0 X 500 ) 1.2 GPM 0.2 8PM ENTERING COOLING COIL CONDITIONS: ENTERING HEATING COIL CONDITIONS: |NS: DRY BULB TEMPERATURE: \ 78.09 WET BULB TEMPERATURE: ` 62.96 RELATIVE HUMIDITY(%): ` 43.03 ENTHALPY: 29.29'B.U/LBM � DRY BULB RRTURE: 63.95 w� LEAVING COOLING b "ITI�]NS r COIL �.: LEAVING HEATING COIL CONDITIONS: DRY BULB RA `'' �����_�120.00 DRY BULB '. '� '55.00'� WET BULB TEMPERATURE: 54.36 RELATJV�|HUM%DITv(%) ��|� ����� �96. 2 E u.` ��� . ' 23. ` .��. �`� � - _` • FULL'COMMERCIAL'HYAC LOADS:iPROGRAM:.BY 44TE:soFTwApt DEVELOPMENT INC MCKINSTRY COMPANY - .H SEATTLE, WASHINGTON .GENERAL MEDICAL . 10/27/88 . ' ,PAGE 10 ******4**************** AIR SYSTEM 41 ZONE SOMMARY.*****14-****************** ZN. ZONE - DESCRIPTION FLOOR HTELLOSS SEN.WIN LAT.GAIN HTG.CFM CLG.CFM NO PEAK TIME & MONTH AREA 0.A. CFM 0.A. CFM EXH. CFM CFM/SF. CFM/SF. 2 OFFICE 144 452 1 800 288 8 71 8 PM JULW 7 7 0 0.05 0.49 3 GEN OFFICE 964 22,956 17,86 1,924 426 711 1 PM MARCH 48 48 0 0.44 0.74 ZONE PEAK TOTALS 1,103 k13,408 19,696 2,212 434 782 55 0 0.39 0.71 • ^ ~~ *** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC *** NCKIN8TRY COMPANY SEATTLE, WASHINGTON GENERAL MEDICAL 10/27/88 PAGE 11 ******************** AIR SYSTEM # 2 TOTAL LOAD SUMMARY ********************* • AIR HANDLER DESC: WALL UNIT WITH (PROPORTION) TERMINALS SUPPLY AIR FAN: DRAW-THRU WITH PROGRAM ESTIMATED HORSEPOWER OF 0.0 HP. FAN INPUT: 60% COMBINED FAN & MOTOR EFF. WITH 0.10 IN. WATER ACROSS THE FAN SENSIBLE HEAT RATIO: 0.90 ----- THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING / AIR SYSTEM PEAK TIME: 1 PM IN JULY OUTDOOR CONDITIONS: 80 DB, 67 WB, 79.81 GRAINS INSIDE: 78 DB, 47% RH BECAUSE OF THE DIVERSITY IN ZONE, PLENUM, AND VENT. LOADS, THE ZONE SENSIBLE PEAK TIME IN MARCH AT 1 PM 1S DIFFERENT FROM THE TOTAL SYS. PEAK TIME HENCE, THE AIR SYSTEM CFM WAS COMPUTED USING A ZONE SEN. LOAD OF 19,696 SUMMER: VENT CONTROLS OUTSIDE AIR ----- WINTER: VENT CONTROLS OUTSIDE AIR ZONE SPACE INFILTRATION OUTSIDE AIR SUPPLY DUCT RETURN DUCT SEN.LOSS: BEN.LOSB: SEH.LOSS: SEN.LOSS: SEN.LOS8: 9,006 BTUH 14,402 BTUH ( 2,727 BTUH ( O BTUH O BTUH TOTAL SYSTEM SEN.LOSS: SUPPLY AIR: 23,408 / (0.998 % 1.08 X 50) = ( WINTER VENT OUTSIDE AIR (12.66% OF SUPPLY): ( ZONE SPACE SEN.GAIN: INFILTRATION SEN.GAIN: DRAW-THRU FAN SEN.GAIN: SUPPLY DUCT SEN.GAIN: '19,403BTUH O BTUH ( 52 BTUH O BTUH H 242• CFM) 55 CFM) `' ` - ^` 434 CFM) 55 CFM) 0 CFM) TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: �' SUPPLY AIR: 19°748 / (0.998 X 1.1 X 23) = ( 782 CFM) SUMMER VENT OUTSIDE AIR (7.03% OF SUPPLY): /� 55 C |> RETURN DUCT SEN.GAIN: RETURN PLENUM SEN.GAIN: OUTSIDE AIR SEN.GAIN: BLOW-THRU FAN SEN.GAIN: 0 BTUH - 0 BTUH ''.. 120 nTnH ( ` 55 CFM) O BTUH ` TOTAL SEN.GAIN ON RETURN SIDE OF COIL: \ 26,135 BTUH 19 455 BT;ILI BTUH TOTAL GEN.GAIN ON AIR HANDLING SYSTEM: '' �!`�,� `�``�,``19,575BTUH ZONE SPACE LAT.GA1N:� 2*212 BT.F|�� INFILTRATION LAT.GAJN,� � ' BTUH «�`�'`�.@ CFM) OUTSIDE AIR �.LAT.GAIN: ' � `419 BTUH (� ��!�55 CF M) TOTAL LAT.GA%N ON AIR HANDLING SYsTEM:.�.`���'����� T ''-_�.� SY ' SENSIBLE ` AND L 7'�' ^- .� � -^~',` 1BTUH/ BTUH , , * ** FULL. COMMERCIAL HVAC.LOADSPROGRAM BY ELITE SOFTWARE.DEVELOPMENT INC. * ** MCKINSTRY "COMPANY SEATTLE; WASHINGTON GENERAL MEDICAL 10/27/88 PAGE 12 * * ** * * * * * * * * * * ** AIR SYSTEM #. 2. ZONE SENSIBLE LOAD PROFILE • * * * * * * * * *.**** * * ** MONTHLY AND - HOURLY SYSTEM ii 2 ZONE SENSIBLE LOAD PROFILE JANUARY MARCH JULY NOT ▪ USED NOT USED NOT USED *. * . HOUR ZONE. SEN ZONE. SEN ZONE. SEN ZONE. SENT: ZONE. SEN ZONE. SEN 1 AM 2 AM 3 AM 4 AM AM .. AM AM AM AM AM AM AM AM PM PM PM ::). PM. PM 7 PM 8 PM, 9 PM', 110. PM. 11 OM:- 12 PM.: 6 '7 8 9 10 11 12 1 2 3 5 6 O Eh " 0 O 0 0 O 0 0. O 0 0. 0 0 0 0 0'. . 11995 13425 15184 16940 18125 .. 18834 18827 ..180:.9, ' 16832 15756.'. 14644..... 13354,. 1 ►�,J l..� 0.. 0 13331 14688 16334 17961 19045. 19696. 19690 18980. 17834. : ". 16823, 45774' 14563, 1.3504 .0- 0 0 0 14933 .15990 17191 18299. 18,974. 19403. 19398 18907, 1809. 7 1"7345 1 658 .15640 14883 :: 0, *** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC *** MCKINSTRY COMPANY SEATTLE, WASHINGTON GENERAL MEDICAL 10/27/88 PAGE 13 ****************** AIR SYSTEM 1t PSYCHROMETRIC ANALYSIS ******************* SYSTEM LOAD ANALYSIS LATENT GRAINS SENSIBLE TEMP CFM LEAVING COIL CONDITION 64.209 55.000 DRAW-THRU FAN 52 0.060 2 MISC LOAD ON SUPPLY SIDE 0 0.000 0 SUPPLY nIR DUCT 0 0.000 0 ZONE LOADS 2,212 4.167 19,696 22.939 780 ZONE.CONDITION RETURN AIR DUCT RETURN AIR PLENUM MISC Lon') ON RETURN SIDE VENTILATION AIR 55 CFM BLOW-THRU FAN 2,212 68.376 419 0.790 19,748 78.000 O 0.000 O 0.000 O 0.000 120 0.141 O 0.000 ENTERING COIL CONDITION 2,631 69.167 GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: 782 19,868 78.141 782 PR = (BAROMETRIC PRESSURE OF SITE / STANDARD,ASHRAE PRESSURE OF 29.921) TSH = PR X 1.10 X CFM X (DB.ENTERING -- DB.LEAVING) TLH = PR X 0.68 X CFM X (GRAINS.ENTERING GRAINS.LEAVING) GTH = PR X 4.50 X CFM X (ENTH(LPY. ENTERING ENTHALPY. LEAVING) TSH = 0.998 X 1.10 X 782 X ( 78.141 - 55.000 ) = 19,869 BTUH. TLH = 0.998 X 0.68 X 782 X ( 69.167 - 64.209 ) = 2,632 BTUH SUM = GTH =-0998,X 4.50 X,. TOTAL SYSTEM LOAD 782 X ( 29.401 - 22. 992 ) = CHILLED-HOT WATER FLOW RATES: COOLING GPM = 22,514 / ( 10.0 X 500 ) HEATING GPM 26, 135 / ( 20.0 X 500 ) ENTERING COOL ING COIL. CONDITIONS: DRY BULB TEMPERATURE: 78.14 WET BULB TEMPERATURE: 63.11 RELAT VE HUM ID I TY ( %) : 43.38 ENTHALPY 29.40 BTU/LBM _ . 22,501 BTUH • '.22,514 BTUH 22,206 BTUH 4.5 GPM 2.6 GPM ENTERING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE : 64.17 .•„ • . - . . LEAVING COOLING COIL CONDITIONS; ' LEAVING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: : . 55.00 DRY BULB TEMPERATURE: 120.00 WET BULB TEMPERATURE: ,t3.88 . , RELATIVE HUMIDITY(%) ; .' - 91-92 ENTHALPY : ''. 22779 . Eiry/Lril:::: • *** FULL COMMERCIAL HVAc LOADS PROGRAM. BY ELITE SOFTWARE DEVELOPMENT INC *** MCKIN8TRY COMPANY SEATTLE, WASHINGTON GENERAL MEDICAL 10/27/88 PAGE 14 ************************ TOTAL BUILDING •LOAD SUMMARY BUILDING PEAKS IN JULY AT 1 PM BLDG. LOAD DESCR I PT IONS AREA QUAN ROOF WALL GLASS FLOOR SLAB 0 646 49 70 SEN. %TOT LOSS LOSS 1, 3, 0 923 325 0.00 13.80 4.66 10.94 SKIN LOADS 695 8,356 29.40 LIGHTING EQUIPMENT PEOPLE PARTITION VENT 60 INFL 260 DRAW_THRU FAN BLOW-THRU FAN SUPPLY DUCT RETURN DUCT- BUILDING 'TOTALS 2,006 2,086 12 1,460 .60 0 0 0 0 617 975 473 0 0 0 0 0.00 0.00 0.00 5.69 i0.47 54.44 0.00 0.00 0.00 0. 00 LAT. GAIN *********************** + SEN. = TOTAL %TOT GAIN GAIN GAIN 0 0 0 0 0 2,165 4,021 0 0 2,165 4,021 0 N.'00 7.69 14.29 0.00 0 6,186 6,186 21.98 0 0 412 0 457 0 0 0 Wv''�� 7,525 7,824 3,056 353 132 0 202 0 0 0' 28,421 100.00 2,869. BUILDING SUMMARY LOAD DESCRIPTIONS VENTILATION INFILTRATION ZONE LOADS PLENUM LOADS FAN & DUCT LOADS 7,525 28.73 7,824 27.80 5,468 19.43 353 1.25 589 2.09 O 0.00 202 0.72 O 0.N@ 0.0Q, 0 0.00 25,878 28,147`100.00 SEN. % LA. ,' N .' q�. LOSS LOSS ` GAIN `�� GAIN 2,975. 10. 47 15,473 54.44 9,973 35.09 O 0.00 O 0.00 BUILDING TOTAL8 28,421 100.00 457 0 2,.412 0 0 %TOT GAIN GAIN 132 589 2.09 '�� ' 0 .00 24.944 27,356 97.i9 0 0 0.00 202 202 0.72 2,869 +: 25/� 7a 28.447 100,00 -------------7------ ---------------- TOTAL BUILDING SUPPLY AIR (BASED ON 23 TD): � TOTA[ BUILDING VENT AIR (5.95% OF SUPPLY): TOTAL CONDITIONED AIR SPACE: , SUPPLY AIR CFM/8Q.FT. OF CONDITIONED ACE:' SQ.FT OF CONDITIONED AIR SPACE PER TON: _ . TONNAGE PER SQ.FT OFr]NDT CONDITIONED AIn�PA�:/` TOTAL TONNAGE `MEQUIRED `W%`H OUTSIDE'� A%R��'��''�.���� 1, 008 CFM' 60 CFM 1,180 SQ,FT� - - --- _ 8.8539 �FM/GQ.FT ' ' ' 503.0732 SQ.FT/TON ����`�`���` 0. 0020 '�� � � . ' �^ �TONS/GQ.FT �� `. � ,.; , 2.35 TONS \� �'`����•��' ,���� • �� . ` .' '` - • _`�� ' ��`�`�^���`'` ^�� `_� ��� � ��`�,� ,' �v CITY Of TUKWILA Building Division 6200 southeenter Boulevard MECHANICAL PERMIT APPLICATION Tukwila, Washlnotnn o4166 (206)- 433 -1849 CONTROL# SS- O&, -/f Site Address /8135 -!r AI.E Age, plc. Suite# Floor# Project Name /Tenant 66nIE1641. /77 .0 444 - Valuation of work 7060 -2 Assessors Account # WA Property Owner,5e6/4L.e EUsz..l.E55 ' Phone -75 - 3c2 Address Igo /Q 77/ZefrLLr: retof✓ — 7u,2eizzA Zip ag$ /..3$ Appl i cant «i'� Tti4 Cp, (. TZD'iv 7 4cvt104S) Phone 7&1-337/ Address AOx. By 4.7116-6,7 5 ,47`77 Zip 9 Ira el n i n`e 77A6 A4‹.-24 G/2c Z4P Phone 76.7-34/00 Address f £ Y g/ 2 1 X4727,_ Zip Ej g/Os' Contractorm di(Xp . S 2 l), L i cense#/f1 �=� !, 3701/q0 Phone 740A-3311 A Address D• 1Sox a 5'7 "- 564 77e. Zip Describe work to be done . ;,I$ t 3L L 3 7- /«o,P ,4Ga4 , ; / 7 r4.) 14LC_ /y1a t i 14-G4 ; Assoc,Z, -r g51113 06te-InAJImrt K d ar 0 s Indicate the type of equipment to be installed, rating /size of equipment, and number of each: TYPE RATING /SIZE NUMBER 0 - & - 6LGG lf'Gu / 1'• if tort M8 41 cr 14Gu �4i 1�0o gru/ / 4.50 Two (2) sets of plans must be submitted meeting the application requirements of Section 302(b) and (c), 1985 Uniform Mechanical Code. Roof -top equipment work requires submission of building elevations. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CJRRECT AND THAT I HAVE THE PROPERTY OWNER'S THORIZATION TO DO TH tS WORK. Applicant /Authorized Agent (signature) — 'Date 1Ordg' g8 (print name) .5r.iei 7110»14$- /114 (6;97t/ eo, Contact Person. (please print) gRE,hir Phone 7407 -3400 1, OCT 281988 , OFFICE USE ONLY FEES: Basic Permit Fee (000/322.100) / S.DO Receipt# Lc" Unit Fee (000/322.100) 43-, Da Receipt# Plan Check Fee (000/345.830) '!,L?G Receipt# Otner ( / ) • Receipt #\ TOTAL �S�jp (OWES: S RA K 4 LAM i UAI 11101 *.I'i ll .•. / //% ' pprove. or ssuance %Figs pprove 3 Date Paid Date Paid Paid Date Paid Date Paid .55 C 0 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 480M; X64-9 BUILDING PERMIT Work to be done T.I. Site Address Building Use Property Owner Address Contractor Address 18010 SOUTHCFNTFR PK 0. PERMIT # ccj3 -7 Control # 88 -311 (513) 18325 SEGALE PK DR "B" WAREHOUSE SEGALE BUSINESS PARK 18010 SOUTCENTER PK SEGALE BUSINESS PK Suite # Tenant GFNERAI MF,DICAI Assessors Account # 352304 -9119 TIIKWTI A, WA #SFAAI RP151M5 T11K FOR BUILDING PERMIT ONLY Phone # 575 -3200 Zip 98188 Phone # 575 -3200 • Zip 98188 Approved for Issuance By: S Ft. Sq. • Office Storage/ Warehouse Retail Other IOcc. Load 1st F1. 2nd Fl. 3rd F1. Total Fire Protection: Sprinklers [] Detectors Zoning IYI -i, Type of Construction Special Conditions Date _ X/ D Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 26,250.00 Bldg. Permit Fee Receipt #5587A4 265 no Plan Check Fee Receipt #5587 $ 172.00 Demolition Surcharges Other Other TOTAL Receipt # $ Receipt # cue., $ 3.50 Receipt # $ Receipt # $ $ 440.50 FOR SIGN PERMIT ONLY 0 Permanent [( Temporary Single Face [] Double Face ❑ Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS PERMIT BECUMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES VIOLATE /CANCEL OF THERKPW ISJO/ Op/ WHETHER HEREIN OR NOREGULA IN GRANTING CO�T�� ON_ PERMIT R THE PERFORMANCE TO Of CONSTRUCTION. Signed LICENSED CONTRACTORS DECLARATION I hereby affirm that l am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date Contractor (signature) OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of e operty, am exc sively coot acting with licensed contractors to construct the project. Owner (signature) 40 Date_ // d �G =o ___ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /8'0 BUILDING PERMIT Work to be done T.I. Site Address Building Use Property Owner Address Contractor Address 18010 SOUTHCENTER PK PERMIT # Control # 88 -311 (513) 18325 SEGALE PK DR "B" WAREHOUSE SEGALE BUSINESS PARK 18010 SOUTCENTER PK SEGALE BUSINESS PK Suite # Tenant GENFRAI MFnICAJ Assessors Account # 352304 -9119 TLIKWTI A, WA #SFGAI BP151M5 FOR BUILDING PERMIT ONLY T11 Approved for Issuance By: Sq. Ft. 1st F1. Office Storage/ Warehouse Retail Other Occ. Load 2nd Fl. "3rd F1. Total Fire Protection: Sprinklers ❑ Detectors Zoning tyl -a, Type of Constr•ueL ion Phone # 575 -3200 Zip 98188 Phone # 575 -3200 Zip 98188 /Awe Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 26,250.0 Bldg. Permit Fee Receipt Plan Check Fee Receipt Demolition Receipt Surcharges Receipt Other Receipt Other Receipt # 5587'4 $ 172.00 # S 6u`, $ 265_()0 3.50 TOTAL $ 440.50 Special Conditions FUR SIGN PERMIT ONLY 0 Permanent ❑ Temporary ❑ Single Face ❑ Double Face J Wall Mounted C1 Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING I TYPE OF WORK W"L� BE C�➢�PLI D WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE 5' /CANCEL THE " /�ynIS/0115/ c ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION THE PERFORMANCE OF CONSTRUCTION. Signed Date /0- 2-6-6- LICENSED CONTRACTORS DECLARATION I hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER- BUILDER DECLARATION ( 1 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( 1 1, as owner of he operty, am eresively cont acting with licensed contractor's to construct the pro a t. r Owner (signature) Date / 4 -Z - �L- "'z�? -�' C� ilul4lca'Mp�fnS]Y4YM.t�' � i�1i+9Y1LeK%lN'wr.n r I Mr. Ym e.+Mrw t+W u`M.. CITY OF TUKWILA Bulldln9 Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ..._. .— .......... »....�.�.,......... q,...., «b..:.l, lw „03..05S.:11/31,44.4*VAVi: INSPECT '/N RECORD PERMIT # /57 Date / /zJ/ Type of Inspec on F4--------) Date Wanted 0 ∎1 7;:y1„,6 a.m. p.m. Site Address / % 5- y,��� k i,,-- 45 Project /)- 60-/LJ /ice(1 (L ( Requestor %5'-e-.v -6 Phone # 7� =3 (200 Special Instructions ,vy«U't CM, 60)-75.P, ,) - /,U0.x,Q_ ,Q/, ,e Inspection Results /Comments: Inspector ` %G�� "f�.`'`�,” Date CITY OF TUKWILA 'building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 ,(206)'433 -1849 INSPECTr,N RECORD PERMIT # Date //— d —GAY ype of Inspection V'/'"/ Date Wanted /,'t - / -/,P a.m ite Address /673,2y— $44 /'�� , /)4; f3 Project G/r>r/,;j' 0/AA /e0/9 equestor pecial Instructions Phone # Inspection Results /Comments: fir' P'"/ a ow /-? Inspector /as/ 17114/54111 Date / A-/- CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (200 433 -1849 Type of Inspection WQa�e of Ate Address / 325- 01, fa/c ,j) "6" Zequestor Se2.— ch-ee-t ;pedal Instructions INSPECTrN RECORD PERMIT # ,SY�� Date ((— 67—'2' Date Wanted Project Phone # 575- 3 ;-ch. Inspection Results /Comments: Inspector Date / /- 19--CYJ CITY OF TUKWILA .Building Division 6200 Boulevard ,(2o6)•433 -1849 rr4s A C* i INSPECT ^N RECORD PERMIT # 61157 l Date / / - /6 -q Type of Inspection Y1m �' Q % Date Wanted f -`0 Site Address 1yC . Project 00'4407 e .6/ tequestor J- 1\?1-1 Phone # ,�?,�` 30? o Special Instructions Inspection Results /Comments: %%'/f/f�" /e,�/'r. t%,f, //90 -. /V060,44- Inspector Date 4—/-7-70) CITY OF TUKWILA B ilding Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type. of Inspection Site Address ) 5" Requestor INSPEC PON RECORD PERMIT # j 4-757 Date /v - y- 5 11/3"• Special Instructions Date Wanted "Thy?) /a -3/44 a .m Project G'e -uUQ �Z'. Ce�-�J Phone # 7,�� Inspection Resul ts/Comments: fd ,o ��p�r � 6y�r�r� O -� ./ �. Inspector Date ,/,4' CITY OF TUKWILA Central Permit System 6� ''Control No. Permit No. x`/57 FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works © Fire Dept. ❑ Police ❑ Parks / Recreation Project Name Address Type of Permit(s) y• 7• C This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: (15) r" \' 1:.1 -, i((cl /',.i.1 Authorized Signature Date ' This project is approved by this department: Authorized Signature Date CPS Form 3 SEGALE BUSINESS( RK P.O. Box 88050'. TUKWILA, WASHINGTON1981 84,jq,1 4 1988 j (206) 575.3200 TO City of Tukwila Building Department 6200 Southcenter Boulavard Tukwila, WA 98188 WE ARE SENDING YOU xJ Attached ❑ Under separate cover via L C `ff ©IF 412GAaSRI TTIML f-3-88 3 tSa0 U 5 0 ATlT NTION Bob Benidicto General Medical Office Tenant Improvement Permit #5457 Letter from Engineers Northwest reguarding concrete the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications xn Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 1 10 -31 -88 Letter from Engineers Northwest reguarding concrete specifications. THESE ARE TRANSMITTED as checked below: ❑ For approval xM For your use x® As requested ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: t,c. ;� je PIIODUC124Q3 (rte rc. r+oa., 1101 01411 . 0 enclosures are not as noted, kindly notify us at one *. 14.a • October 31, 1:988 Segale Corporation P.O. Box 88050 Tukwila, WA 98188 I i NOV 4 1988 1 Attention: Steve Nelson Reference: Segale 771 - Mezzanine Extension 1988 Steve: Concrete for the footings should be a 2,000 psi, 5 sack mix. Inspection is not required. Robert Rai'hie- Vice President ENGINEERS NORTHWEST, INC. P.S. • CONSULTING ENGINEERS 6869 WOODLAWN AVENUE N.E. SEATTLE; WA 98115 (206) 525.7560 FAX (206) 5226698 TO: FROM: DATE: SUSPECT: f City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM 5 457 -.44eLE la ZPJ-SS • Coigke,Ltiol ctip.4);ec% a tPs� �... L ZO t v t1 L . tise 1-41,‘ (61Q /Axil talyci (3-14 &,;i149 oval ef F4144A, (10 /T2.MEMO) SEGALE BUSINESS (_ .r2K P.O. Box 88050 TUKWILA, WASHINGTON 98188 (206) 575-3200 TO City of Tukwila Building Department 6200 Southcenter Boulevard Tukwila, WA 98188 LL,E cIr l� U, ] ©EF ULTEUS t1DT'IML 10 -27 -88 880050 ATTENTION Bob Benedicto 2erm3: ;5457, General Medical Office T.I. 18325 Segale Park Drive "B" Tukwila, WA WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Copy of letter ❑ Prints ❑ Change order ❑ Plans ❑ Samples ❑ Specifications 0 COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval xXp For your use ❑ Approved as noted ❑ Submit copies for distribution )013: As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS The special inspection agency for this project will be: Cascade Testing Laboratory. Inc. 12919 NE 126th Place Kirkland, WA 98034 R21 -9800 COPY TO Cascade testing SIGNED:._'l �Zcre. /[eyo�sr� NEMO 240.3 fNE /uc.GMwAwa olu, If enclosures an not as noted, kindly notify us at once. t 1 ° c* GENERAL MEDICAL THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 2. Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 3° All mechanical work to be under separate permit. 4. All permits to be posted at Job site prior to start of any construction. 5. When Special Inspection is required either the owner, architect or engineer Shall notify the Tukwila Building Department of appointment of the inspection agencies prior to the first building inspection" Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. 7" Al]. structural concrete to be special inspected. (Sec. 308, UBC) 8. All structural welding to be done by W.A.B"C]" certified welder and special inspected. (Sec. 306, UBC) 9. Engineered truss drawings and calculations shall be on site and available to Building Inspector for inspection purposes. 10. Floor truss drawings shall include all blockingx bridging and manufacturers 1nstallation requirements. 11. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code .(1985 Edittony, Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free Facility (1986 Edition)" Cityy of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor October 21, 1988 Fire Department Review Control Number 88 -311 (513) Re: General Medical (office) - 18325 Segale Park Drive B„ Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exits shall be illuminated at any time the building is City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 2 occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) (UFC 10.307) 4. All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) RE: PERSON CONTACTED: o■ G. �� PERSON CALLING: ;J ����. DATE: IQ -24 -SS INFORMATION ITEMS: L..■ . TELEPHONE MEMO - l • .r r�. . W 7 S' -c,■o ki-c.e.tAC A (ye (*piQue& vV■. 604:1A.At — CcASo v\ec,c1- t!" 8_ , be._ Ceke.A. 04( deny._ \cacts "s\--1/4-05s I. t,o )12 CaacnA- 5A)%4A1.20-k wprtettRta; 2.x _ 41.aiklit.<r 12,5- SF- L. tc;& ?SP- meet--, (4c L., ORDINANCE COMPLIANCE - PLAN CHECK Sheet jot 2 Date: IO -(0 -8% PROJECT: c IA L t4 D(CAL * \B2 2 .1tsv.K P . `P/` 675 -3 The following corrections and /or clarifications are required to complete the plan review. ,i 1 QCOUpANT 1^OAD a GR. , FLOOR OFFICE. AEA GEATE- THAN 30) t O(O 6 orlcael �(1T 'iota- THIS 6?AC • f TAELE. EA .� r Ft. -- Ncam: S NDA+Q. Exit 6t-IALL 1-,1or PAss 'I-I- I:RWCM14 (sDAt2EHOUSE. 0 ... b , Rzcx %D . OLEO AAT10N ra-M L OF N Ec.c) ll)I N'Dcou) 0 t411\lGS Alxv -Ict 2RtD L1Na 1) -6,1-41\-6,1-41\1‘ I_ 4 4 dim .1MENstph)S. NGL1DE TzJC, •L CACC 6,011A vitiA 1t cao b COIJGA u3ALL M\ tJTA11de -D . O _ ca 0 61-eoc NAL CaLGS IL 1756(Ctt� OF TaLaellACt a) Welk) LAM iez. Gatii) L E' K1 N.-(4) s-46-)( yet a91-0-10. C) Mari 'tt a /7 C1n Utz $ M l ) 6rtu,Umi pihA. 4 ge 1t45`Ce A�tJ► Low) 0% 4. 4 ► ti6 ATZVG-r,1t'AI... 1401'E5 VELA-NetTo VRcV4sED T.I. C 5, Or 00 %0E De. A1L. OF rtao 6-1-At e› oOt'\ ► `s^,4 doe a.'rI•IGLUDE. # oc AccS •• U 1ve2 ueco 'DC�pG'.. •� i',,oOME:hiS V--00t\ (,fit LL. ACrwMpGIStiEb. ORDINANCE COMPLIANCE - PLAN CHECK PROJECT: '.N A1.., %/1,>✓.-QI a, TS . Sheetlof 20 Date: tO -0 -S8 * e6-31 The following corrections and /or clarifications are required to complete the plan review. o. fi t)IDE i-AT�' za, 1:914.cAINIct z_ 6T-AX KP 47-1812. 'Fop. L EN Dc ? st- CALL OWT MIN , 'R —11 INSOLATIo14 4.T CEt t. t tW ct of 111 F Ci , Wrtgizimsk M MI t IA L M, 6(.1kzi.tst9 �T' ' 1Eu kttJ'x is c4a "'R...' CoDE... (Dia. GlAzw1ct .90) Ga.Q.Q A:H, 4t. Vklitm. 6.4i, to =1- es — Plot ,t w —Ric k, 1U�oxt�a�•1 ORDINANCE COM! FIANCE - PLAN CHECK N, ES SheetJof 1 Date: IO -(-8�3 PROJECT: ENEf AL MEDIC4L- dFFtce Tz . * . 88-31t 18325 .1)E&ALE PAzKDR• `-?.) f) 'ST'TQ>. NELSON 5 1. OCCUPANCY GROUP --Z, £FF1GE u6 ?b-32� N,G. ca/2. TYPE OF CONSTRUCTION V fit ) OPRI Nk∎L -EQaD NC'. 0,• LOCATION ON PROPERTY -- 5(11C.t tN1 , BLDG,HT. / #OF STORIES 1 ° 51-0e.L\ 5. FLOOR AREAL1 "Sg - ' :_ L 07-6. OCCUPANT LOAD h10 11= - Mr14 -P TOT�t P CtQ1c FM = 217 5 F�TH� f Tta�= �_- S:Lz 1 SZi 500 = 4- DETAILED REQUIREMENTS co-7. OCCUPANCY ,G- 8. TYPE IF CONSTRUCTION 129. EXITING w...ti .itwi- over �... , . t"rCS, TagrACe.._ 475M-4, (15). CODE BEGS. Lt /.ri .1 s". ►'ul X ' .'r'Z. 0/11. ENGINEERING REGS.B RE MTS. .cell, �, cv 0-;2". COMPLIANCE W/ W.S.E C. VIAAATAAtIAA 1-1Q6k&La, 121-' 13. COMPLIANCE W/ CHAPTER 51 -10 W.A.C. N.6. Jos No. SUBJECT ENGI ERS.� NORTHWEST INC. P.S. 6869 WOOOLAWNAV E. N.& N.L. SUITE 205 • SEATTLE, W . :8115 - (206)525.7560 Jos NAME C "St's 71' Iv • xi ► E'd 018 ,1988 ::C' � 1 ,:1: It I , , I ' /sic 7„s .. SOB Deft Bl ,`.JF:9 'MEET OF BY ,.r.. yam...,.., • -+�'• i 5c18 s 12:0 • r"'1 /.2 N fill .h. ( /roc 75. • f••• .3 or' pry efq• 1:‘ 4. /6i& J6 • ls0.1o) sz) r, �o� F 6- , I gvSx ivv „r *" /2.7f • 30.41 P l t e k �So 4C r . it 8699—M 8699 —M 183*1L OIJ S433NIVN3 80:6O B. $Y 1:X' ' • -r ENGI ERS— NORTHWEST I,NG. P.S. 6869 WOOOLAWN AV E. N. E, • SUITE 205 • SEATTLE, 41/446115 - (206)525•7560 ''/ Jos No _ JOB NAME . SUBJECT c 710 IMP ..° r • • • • • �AlC B / y`119 SHEET 1. OF 6Y, A ,J • A :0• .__.�. w ..., ,/V ( 4S'.: .25 3 ©r• p/� ('y �,.y.4,� y /Gay ,'SA 6 _i \" r: /;4/?)// .� :...(' $vS)( /c . r s" } /2.•7; �► '30 Pl it •. e� OCT 18 1988i • Eid YI4 Pr 6699 -2Ei 153MHidC *1 Sd33N1*N3 80:60 F$: ET 1.:i0 ...— ... . —. • —.. ....r .. 4r, rtCA /OCT 13 '88 09:40 LAIiCE 1.IELLER 206 328 -0554 p 1 ENG IN `ERS-- NORTHWEST CC. PS. 6069 WOODLAWN AVE. N.E. • SUITE 2D5 • SEATTLE, WA 98115 - (206)525.7560 Jo. No., . Jos NAME $u$JECT ,e 't/"t 4.41" Si• b• ." j-rwfi F P.2 DATE 'l /949 SHEET, / 0p,..__„�, BY�r. - amoolD 1404" ' L •• omo ... , • • /Pi 7V4 . C •P.t'�(, .1,r " / '* •46.6 Z04" 44)..= .eSM £ . � S4. he k�[-F „' IN /�0 OS 6Qt CT 181988 ccr i C4 �''.i: .•�i :Yl../•1 FLAP': Nt K2.5../ .t)16 2!44 " "CAZil Zo F4.4 Lr*cf, • arc. /.e «.L e cmm- ,,,_.i.q'1r.wieocl.5a33NIV143 80;60 EC £S 130. j� • •• • • . -- A 0CT 13 '88 09:40 LANCE fUELLER 206 328 -0554 ■ ENGIN '''ERS— NORTHWEST Cc. PS. JoS NO. $UIJECT 6869 WOODLAWN AVE, N.E. • SUITE 205 - SEATTLE, WA 98115 • (206)525•7560 DATE ethe e 300 NAM( 4a 7 .. "•rru.jJ 2�l F • F.2 SM CET 43Y ... ..:_.._.._ ..., .....::._..� -.. • • . /. r-J4 co. .741' 6) I 7 A 0 . 6 oti 't,4- • :.4.4)A 65* ..s. = . isa 4.1c.F /Lr. /44 . .mss S O L. II 2 1L•s . . •A' :. 71. ., x AS i 9.7 s: N j i le.r 01 F. J1Ka �.� •//•l, )(4 ,98.....4/.0. Arc. /.D 2c0- etAC -0, AO 22t /6._ ea ate. i a7•+u i IO B0 :60 es, £T I. DO !CT 1 '88 09:40 LANCE MUELLER 206 328-U: _..a J o .1 C. 7 % I - DATt , ENG I . ERS - NORTHWEST(INC. P.S. 6869 WOOOLAWN AVE, N.E.- SUITE 205 • SEATTLE, WA 98115 • (206)525-7560 Joe N4. _Jon NAMR �.,,,. ��. :iveJECT, , SKIRT 3 OF 36 e sip . /eves 5) OCT 18 1988 (:;1.1'y '7i. ii;;T;' j..v1 ArilliiNir —r 0‘11."' ) ; 31.9 f+uv.e. 31.9 �w p, 7r ,r'7 '4 . 'Et& i •V 4,07" efly,444.6 >is 2.9 44 #144 xs.r x /2 Y w(Lc $ 30 "te taboo) = 9014 <oi• , s•r I.4 e• i 2.0 _ // IlliYdoft _ • to /.326 /�f dal 4V So }'yaOP At = • 1/ /14 •4 rs I 704 •a.i it, /f i,,'• 0 /G 6 ca• e. Y. fir i 1 /2: 4•A to i t2 44/,24. p'd 8699 -225 1S3M•ldOI4 5213)4%13 60:60 3S, ET 1:)9 1B '88 09:40 LANCE MUELLER 205 328-0.t.,54 . I ENG IINCERS - NORTHWEST/ANC. P.S. 6869 W000LAWN AVE, N.E.- SUITE 205 • SEATTLE, WA 98115 • (206)5257500 Joe NO, , • _JON NAME Ade 7 7 1 DATIL MAW ECT SHEET S oF 4.00•00110mmunimurs.........••■••■•••••W11111.......••■•••••••■■•••0r. h tuj (Ashig 4404'1 c4so.4 #1.400 4..) (1,3 ; 9 ./.1.01.11,10111100.11.1110•■•■•••••••••■••••••■•■■••■•••.•■•••■••■■•• es, • S4 t • ..11••• • dr • vo ' It 1111 dIS••••■••■••••••••■••••••11........1111010110 ••••••••••••■•■•••••••• tot • ( • /.72.4 /44. 11. A: A. 75- GIL r $1,. • , kw ,115 C .11 / •••70 Pr: •*.;$ 44,44,es0 • I-1 H•L; r; 1 ,,keit or.' 7 mr, 1.s.s* x 12 1 t, 2..f • 4 .41•••••- 2. Lows, 30 e et,* Ve.v.el 9c> k . 1.4 ki• • • • ..fr 64 1 - $ ' 44r.z,ft. 444 2 4' 21111111■111111111■■,...—L-____ 9655-22S 153MH1dON 50341%3 60:60 55. ET 1:4 I! \ I \ -R CITY OF TUKWILA l`�f� 86nO nEloulevard BUILDING PERMIT APPLICATION Control I �'' (206)-433-1849 Site Address 18325 SEGALE PARK DRIVE "B" ;Ll,tilt Floor# Project Name /Tenant General Medical Valuation of Construction $26,250.00 Assessors Account# 3523014-9119 Property Owner Segale Business Park Phone 575 -3200 Address 18010 Southcenter Parkway - Tukwila, Washington Zip 98188 Applicant Segale Business Park Phone 575 -3200 Address 18010 Southcenter Parkway - Tukwila, Washington Zip 98188 Architect /Engineer Lance Mueller Phone 325 -2553 Addre s s 130 Lakeside - Seattle, Washington Zip 98122 Contractor Segale Business Park License# SEGALBP151M5 Phone 575 -3200 Address 18010 Southcenter Parkway - Tukwila, Washington Zip 98188 Class of Work: 0 New Addition (X] Tenant Improvement fl Remodel (residential) J Reroof Demolition fl Interior Demolition Other Describe work to be done Office addition and remodel Type of Const. (UBC) VN Occ. Group (UBC) F -2 Square footage of entire building 2314-1450 Square footage of tenant space 47 -320 Building Use Warehouse 'Will there be a change of use? Yes tai No If yes, describe change of use, including square footages of changed areas Will there be storage or area of construction? use of flammable, combustible or hazardous materials on the premise or E Yes D No If yes, explain Rubbing Alcohol I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S�pAUTHORIZ ION TO DO THIS WORK. Applicant /Authorized Agent (signature) ) "-0Ze' ' (Ai/P-7 Date 9 -27 -88 (print name) Steven R. Nelson Contact Person (please print) Steve Nelson Phone 575 -3200 • OFFICE USE ONLY ,G #14 4 s Pa 5-1-87.4 FEES: Building Permit Fee (000/322.100),„ $ -�-, �crc Receipt# 60 4 I Date Paid a c �. , Plan Check Fee (000/345.830)1-19 ?.vnq(5 c0 Receipt# r5 7/9 Date Paid MAR Bldg Code Sur Charge (000/386.904) 3.50 Receipt# 41 Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL q 0.50 (OWES: $ i15_ 'SD ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entir- Buildin'- FLOOR USE Occ T •e SIFT. OCC tAD USE Occ T Ie Ss.FT. OCC LOAD. USE 0 T .: SI FT OCC sip TOTAL SS.FT. TOTAL OCC. Mr (TRACKING • DEPT. !ATE IN DATE OUT COMMENTS 7tp BLDG 10•4.3g I0-4 -28 Approved for Issuance Type of tonst. To Mahan: C Date Approved: IO -24 -ee, FIRE ��10.18.% % '`�'' I 'ID 42 Approved (Initials) Per letter dated /a--2/ -�s�l Fire Protection: ; j prinklers 0 Detectors Approved (Initials) ❑ BAR ❑ LAND USE /SEPA CONDITIONS PLNG Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated .10011.01.10114140/MNPAII00.141•01=0.410040.140,4=altaaalan14414414~411114•114.1•••••■••••44.../42114114.44•M , A'. 02 ° 24 cb 414 Aj 1 PROJECT LOCATION ec9, 140.44/04,4AA leVAPAI 4•40414110/41•1416/a .SaaargromAndtawa • 1 /•.52 06 • S a -5.A / rs/ 1... G - - .r:;) F" C .zt .c.• ER .162. - C (..) vv.v80.e.; - 4 " C.) vs, A..3 c.,/ 7- F:7 ,r- .f.-: 477- .1 7-5 S 7.4 ,•/ D • - 0./ 47' .4? VX-1. • .4 TC 9A S./ A./ /2 .)( 2 C 0 1_ • 5 t' S S. 25 .4 0.c?Ai fi- _ 1'1 . • -- -5 S se •/ S. "efi °° • 2,9 -p PUGEY A/Y.41:V SO %IA .-ep Seee-e4e1 G IA. A G 44?‹..1,/ 4obje, d'. /.9 „ A? es seee ,>9 41,•,•,.- cc, . ST .-- Cor-/CR GET-E1 GFSS,zs 9•C,"• //\/ G sr-,A z_ S 3' 4-7 ••••: • 7eeeee„, ,v •44.1 ',%•- "•-•,,, • 04. 7- 8 1".°-. CAesienAssAcel HACCe SS 4.' • , SET- yz IRON P. c 1 , BE6/Al i? Rc9 • 4Ck^ Zeee 414111111ftee --a LEGAL DESCRIPTIONe That portion of the Southwest Quarter of the Northeast Quarter and . _ Government Lot 5, and Government Lot 6, ALL in- Section 35, Township . 23 North, Range 4 East, W.M.e'in King County Washington, described as follows: BEGINNING at a monument at the, Northeast corner.of•the raid South- west Quarter ofsthe Northeast Quarter; 'thence South 07°4456" West, h470 feet; thence North 87°50'09" West,-628.86 feet; thence South 14°28'47" West, 86.93 feet; thenceNorth 75°3113" West'," 30 feet tehthe TRUE POINT OF.BEGINNING; thence South 14°28147" West, 51.57 feet to & point of curve; thence along a curve to"the left having a codius of 1,159.89 feet through a:central angle of 06647139" an are' distance of 137.54 feet; thence.South 07°41'08' West; :206.95 feet, to a point of curve; thence along a curve to the right having a radiusef 1404.55 feet through a central angle,qf 13110617" an aro distance of 252.63 feet; thence South 20°47'25West, 784.34 feet to aepoint.of curve; thence along a curve to the right having a ra44Us of 50 feet through a central angle of 92°4108" an' arc • distenee of 80.88 feet; thence North 66°31'27" West:, ,240.80.feet; thence North 1718'13" Ease:, 1,424.06 feet; thence South O7f.50'09" o,. Ea, 230.35 feet to a. pointeof curve; thence along a curve to the • 'ee eight ta;Ang a radius of 49-feet through a central angle of 10218'56" ',etc an arc distance of. 71e42 :eet eo'the TRUE POINT OF BEGINNING. f .' Cti° ill 4.7-1/ 4. 44.,/ Ae Ojo .4 -A V Ni 'tb QZ3r. 44 . .1/?‘ ' EA 5,EAT4A47_, I \ 1.4 1 . - - •RES141;t1/1* an,easement fon sidewalk and utility purposes over the _ - i. .. hNoetheriyel5e00 feet, over the Easterly 15.00 feet and over the_ '-.Seuth4eiterisi' 15.00 feet of the prOperty described above. .e , 1111.5p1/114,G the righteof ins and egrees to.maintain, install, •• '413pRoVii.and extend uti1iti es. .ROBRVING an easement for railroad purposes, andan easement for • .:. purposes, including, but not limited .to railroad main- _ .• -:-:: *aokii,,Xeaal,track'and•spur tracks as well as,fore-railroad:access . ' *4 WAKaget and am well as-for other vehicleeegress ond ingress '....':, 4.:anol.t04ok maneuvering over'that portion : thereoflying Westerly -le eit-tbeiWesterly building lin., psoduced. •.. RESEReatIG an easement for comman.access purposes, including ingress •'-..ancit Igress.over the following described portion thereof: i - S . Ert011141.NO at a monument at the Northeast corner • of said Southwest -...e, -, ' . , -• .•: cuartev Qg the Northeast Quarter;:thence South 07°4456" West, • ." 471-feet; thence North 84°5009" West, •937.93 feetr thence South • .. 17428'11r West; 31.10 feeteto the TRUE POINTOF.BEGINNING; thence continuing South 17628'13' West, 117.05 feet to a point of curvature • . on a line 10 feet Westerly.of the centerline of the railroad lead tack ; thence going in a Northeasterly direction:along a curve to the right having a radius of 393.51 feet; the center of which bears South 591'35'08" East, through a central angle of 15°24'35" an arc distance of 105.83 feet; thence North 10°1951" East, 27.76 feet; thence North 87650'09" West, 35.00 feet to the TRUE POINT OF BEGINNING.- . . f 1 03 TOGETHER WITH AND SUBJECT TO an easement for building setback purposes over a 60 foot wide strip of land surrounding and adjacent to the main • building line which is described as follows:- BEGINVING'at a monument at the Northeast corner of the Southwest Quarter. of the Northeast Quarter.of said Section 35; thence South.07°44'56" West,. 470.00 feet; thence. North 87650'09" West, 706.22 feet; thencesSouth 17°26113" West, 163.72.feet to the TRUE POINT, OF BEGINNXNG; thehce cone,: tinuing! South 17°28'13" West, 100.00 feet; thenceeNorth 72631'47e West;e: 20e00 feet;. thence South 17°28'13" West, 32Q.OU feet; thence South 72°31'47" East,20.00. feet; thence South; 172'13 West, 15o.0o, feet7.' thence North 72°31'47'e/est, 20.00 feet; thence South 176281,1”. West,. 586e79 feet; thence South 72°31'47" East, 20.00 feet; thence South e. s' 17°2813" West, 115.00 feet; thence North 72°31'47"" West; 200.10 feet .•thence North-17628113" East, 1,165:88 feet; thence North 26°08'56" East, 101,07 feet; thence South 72°31'47' East, 184.85 feet to the.TRUE POINT OF BEGINNING.. • TOGETHER WITH a*noneexclusl.ve-easement or ingress, egreei,.and purposes, 60 feet.ie widthhavingt 39 feeton each,side of the fol/owing described centerline. . Eitd/NNING. at a monument at the•Northeast cornei ofvthee Soutftweat'Ouarte* of the Northeast Quarter'of'Section'35, Townsbip 21 North', Range. 4 East,.. W.M., in King County,' Washington. thence Sout*07,4e56" West# feet; thence North 87°50,109" West, 62&86 feet tOla point.hereinafter . .designated'Poinh-W; thence. South 14°2847" West, 138..49.feeeto a • Point of curvel' thence alonga.curve'tta the left haivin4 a radius ofe. 1%129.89 •feet; through centre'', ang/wot 06°47'39','an. arcvdistance-0 -.133.98- feet.rthence South 07°41108" West-A. 206,95 feet to .a point: of . _curve•:thence along ck curl)* to the-right. having. a%radiva of 1,134.g5 . feet through a central angle of 13°06!17% an aro distance'of"259ee0 feet; thenee South 20647125"West, 86a47 'fet; thence North 601X'21". West,321.49 feet to the terminus of this easement centerline TOGETHER WITH; beginning at Point 'A ';described on the above centerliee; thence e North 87'50'09 West, 309.07 feet to the terminus of a centerline having 30 feet of- width on each side... eqpEPT. thatportion thereot'lYing within ' South. 180th.Sreet. 4-. 4. 06 / • ire 'tete • • • AI lara0aaa 6%1•7- , Ai #0.4.7)4. tir/A,4:1;01;.0 0-7 '-• e . -.1e41111q, o: 1111,4M.Valikaii • ss.- ETA: -L Ser 44:40/v ,G;vea /c • , .4./ • oa ". 20,6. 95' 7^-/C C.4 SUBJECT, HOWEVER, to the right of Owner and Owner'-s successors title, to relocate said easement within Segale Business park on the following terms-and conditions: • . n (1) Any such relocation shall perpetuate similar rights of ingrees, egress and utilities to a public roadrs (2)- The width of said relocated easement and the physical surfacing thereofeshall be similar to that of the initial easement; •(3) • The routeof said relocated easement shall affolcd reasonable direct access to a public road; • • (4)1 'The legal eights'of Mortgagee and Mortgagee's successors here- under In.and to route of said relocated.easement shall be substan- tiallythe same as with respect to the. route of the intitial ease- ment; . . , (5) Said relocated easement, sha:11 be appropriately documented by a supplemeneto this Assignment containing a revised legal descrip- "tion.and shall be inured at the expense of Owner by 4 title insurance company on the same basis as the original‘relocatabie easement. - (6) The expenses of such relocation, including the construction and . • . surfacing thereof, shall be the sole responsibility of Owner or Owner's Successors in, title; ,,,fr,-,`-:?": r-,i,:f-, i'-,-/i.:4,.....p.:„., 0- :r.,,:-..: ,:,,,,-:./..,-,:. r :-'‘c•-:-.',If":' "••:',X.'.."..-.57.-,...:%,:o 1-Yrnt>,:-• ' ' ' 4'"`'.1-•••,,11 '6..,;`,1.`-' 4.t,[...•."''''' 1.. 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'i39: 08 LFII ICE ICE LLEP 206 32_ -Oc4 � <j /isr. / PAN THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE UNIFORM BUILDING CODE -- 1986 EDITION 1131.E-..QAQS RQDF • . • • 25 PSF • WIND ..... 84 MPH EXPUXRE "B" SEISMIC ZONE....3 .TR 'UR L_ STEEL STRUCI URAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: TUBE COLUMNS. , ..ASTM A500, GRADE 8 (fyt48�OOO psi) ALL STEEL MEMBERS SHALL BE GIVEN ONE COAT OF APPROVED PAINT. WELDXNG. AS 4 MISCELLANEOUS STEEL PARAGRAPH. u4N ;r Cet L{ t 6 _'; ':t61c '5 'STM Fer4 UDC 67/44PARP i812 E,LL N 'ti STEEL t LL.MJEOUS STEEL SHALL CONFORM TO ASTN A-36 ( €y =38 , OOO) . WELDS NOT SPECIFIED 4 , SE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS TO SE 8Y WABO CERTIFIED. S. USE FRESH E70 ELECTRODES. MISCELLANEOUS HANGERS TO BE SIMPSON OR ICBO c r APPROVE EQUAL . ALL HANGER HOLES ARE TO BE NAILED PER MANUFACTURER'S t AI L SCHEDULE, UNLESS INDICATED OTHERWISE PROVIDE MINIMUM EMBEDMENT ' roR ARMOR BOLTS PER U8C TABLE 26-G. PAR.ABOLTS WITH DESIGN VALUES PER IC O NE EWDAT +IS . (EQUIVALENT TO ANCHOR BOLTS MAY BE USED INSTEAD Cf::4MCOOR BOLTS.- INSTALLATION TO N —COAPORM WITH ICt3O APPROVAL OF CONCRETE ANCHORS . MACHINE BOLTS TO BE PER' ASTM A �- 3Q 7 . r- .41.• USSES TO BE MANUFACTURED BY TRU S- JOIST. t F TRUSS. MI34Xt�9' DEt G t LOADS , 7'O BE 14 PSF D.L. AND) 30 PSF LA.. L ( SNOW) . 'TRUSS MANUFACTURER TO SL!> lTT PLACING PLANS, SHOP DRAWINGS AND CAR ULATIONS, STAMPED, SIGNED APB►: ' DATED` A A'���latli F ED ENGINEER FOR REVIEW. MANUFACTURER . TO VERIFY 8USP pEU' r • PARTITION LOADS, MECHANICAL UN 4T . LOAOS AND FURNISH ADDITIONAL TRUSSES :1: AS REQUIRED. TRUSS TOP CHORD TO BE OF DOUGLAS FIR SPECIES-. Muss supPLIfR L PROVIDE BLOCKING, BRIDGING, TOP BERING (N -t OTcH CLIPS) AND WHATEVER EL S`IS J REQUIRED FOR A COMPLETE JOB PER THE MANUF=ACTURES APECI FICATIONS. . _•LAMI IFt2. IK0 _ EMI. GLU- LAMIt'&ATED WOOD BEAMS SHALL. BE KJLN DRIED COAST REGION DOUGLAS FIR. USE STRESS COMBINATION 24F -V4 (DF /DF) Flt =2400 PSI Fiwit. SIMPLE SPAN BEAMS AND STRESS COMBINATION 24F -V8 (DF/ ) Fb 2400 PSI FOR W CANTILEVERED BEAMS. LAM TO BE FREE OF UNSOU$D - '±(NOTE LARGER THAN 4/2" DIAMETER. FASRXCAT OV ZO PROVIt E ij ITC CERTIFICATE. t O P6F 16" PSF QS :MOM. 2X4(848),,., . 3F STIFFENERS 0 F ; (F'b =1460 PST REP o) . -4X ROOF PURLINS*w.o...( ) p $E.wc%F. '. (Fb ='t8OO PSI `IMO 4X PLATES, BLOCKING #..E . • w . Ei,, t` • LUMBER NOT NOTED TO , . 02 ALL GRADES MALL CONFORM TO "F 'A GRASSING RULES, FOR WESTERN LUMBEIAf - LATEST EDITION". BOLT HEADS AND NUTS BEARING AGAINST_ WOOD SHALL BE PROVIDED WTTf STANDARD CUT WASHERS„ ALL WOOD IN CONTACT WITH CON METE OR MASONRY $HA .4 - PRESSURE TREATED.. ALL NAILS TO BE COMMON MAILS, UNLESS INNOTEDAMERWISEOL 3UB TITUTION OF OTHMt S$ ECXeS rail DOUGLAS FIR ALLOWED. ' .. PLYWDOO 1/21' COX (5 PLY) ON ROOF (UBC IDENTIFICATION INOEX 32/16) . MrAIMUM NAILING UNLESS INDICATED OTHEPWISE ON ROOF PLAN, 75,..10d v 0", o/c ALL PLC �8' ANO 42' o/c AT INTERMEDIATE SUPPORTS.. Ct NTRAC NOR TO NOT /FY ENGINE ,,FOR AV N* REVIEW PRIOR TO ROOFING. • SPECIALOWIIONS TRACTOR SHALL. VERIFY ALL. DIMENSIONS IN THE FItLD AND SHALL SIDE ADEQUATE O ING • ADD BRACING Of ALL :1►' 'R$,CT sf AI. MARS DOMINO s 8TR1tcfloN.. CONTRACTt , rsrrrw4neeti40 001409nin....,....«............. .a .,.. reap,:.: • • ':.i-::,. 6.,i`:.5 `:tsY.f4 >'. Jr,`LiYi,4,,gi.' R ?W..A.V.,0 ¢ .,Gr',,.. .. ../ AbY2ltilxa..esi..t.H2L2M1.✓..vsa w....,..r... 2,4 10.0.