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HomeMy WebLinkAboutPermit M94-0019 - BOEING #9-90.2E ' •• • ••• ' • `",,, , • r , ■••( , •.•• .6) 'Jr ....�........•ay..c• •': M^ r✓ 9mC'. bne .�•v...iTMPiB'�`.tyM'.Y'sfNriu : ham,r.:�•cibra MciLik -oo 61 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M94 -0019 Type: B -MECH Category: NRES Address: 9725 EAST MARGINAL WY S Location: Parcel #: 000340 -0018 Contractor License No: BOEINC294ML TENANT BOEING #9 -90.2 9725 EAST MARGINAL WY S, SEATTLE, WA 98124 OWNER BOEING PO BOX 3707 - M/S 1F -09, SEATTLE WA 98124 CONTRACTOR BOEING INC. Phone: 206 544 -2975 9725 EAST MARGINAL WY S, SEATTLE, WA 981242207 CONTACT TERRY BENNETT Phone: 206 544 -2975 P.O. BOX 3707, M/S 46 -87, SEATTLE, WA 98124 ******************************************** * * * * * * ** ** * ** * * * * * * * * * * * * * * * * ** Permit Description: INSTALL PROCESS COOLER. Valuation: Total Permit Fee: ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** UMC Edition: 1991 MECHANICAL PERMIT Status: ISSUED Issued: 02/24/1994 Expires: 08/23/1994 Suite: (206) 431 -3670 20,000.00 30.00 :35co Permit Center Authorized S Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this builder per Signature:__ Print Name __Z_. �Yt -�-� Title: Date: 0 A/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. AMOUNT OWING: 4 ��� ? o.o CONTACTED 1 „� k 1.y � ( g) DATE NOTIFIED 0.. 11 BY;�Q, (init.) � J 2nd NOTIFICATION BY: l init. ) 3RD NOTIFICATION BY: (init. PLAN CHECK NUMBER 11194- oot q INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT BUILDING - initial review O FIRE O PLANNING O OTHER BUILDING - fi nal review BUILDING OFFICIAL Mechanical Permit Application Tracking DATE IN Q 2(23 146 REVIEW COMPLETED CITY OF TUKV1 a ( f Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 PROJECT NAME SITE ADDRESS PPROV.ED::: + ff 'Z INIT: INIT: INIT: FLOUTED G -ac Eirnctin0 le CONSULTANT: Date Sent FIRE PROTECTION: FIRE DEPT. LETTER DATED: UMC EDITION (year): QUIREMENTS / COMMENT Sprinklers SUITE NO. Date Approved Detectors INSPECTOR: N/A ZONING: 1BAR/LAND USE CONDITIONS? U Yes SCREENING REQUIRED? Q Yes Q No REFERENCE FILE NOS.: 01/07/93 SITE ADDRESS SUITE # 9725 E. MARGINAL WAY SO. BLDG. #9 -90.2 VALUE OF CONSTRUCTION - $ 20, 000.00 PROJECT NAME/TENANT BOEING DEFENSE AND SPACE GROUP BLDG. # ASSESSOR ACCOUNT # 000340 -0018 CONTRACTOR BOEING DEFENSE AND SPACE GROUP TYPE OF WORK: ® New /Addition 0 Modifications 0 Repair 0 Other: ADDRESS SAME DESCRIBE WORK TO BE DONE: INSTALL PROCESS !, QQ4 R...... WA. ST. CONTRACTOR'S LICENSE # BOE INC - 294ML ;.:;: TYP RATINQISIZE: <.:::...:.:<.; ..:::::.:: .:.;<::.:..:.;::.«:::::<: .:, :.NUMB R OFUNITS ;.;; >, » >:.;, ;. >:<: >: <;: r.not FR 1112 CFM 25,400 RTIJ /HR 1 BUILDING USE (office, warehouse, etc.) OFFICE NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ® No 0 Yes IF YES, EXPLAIN: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? IF YES, EXPLAB No 0 Yes PROPERTY OWNER BOEING DEFENSE AND SPACE GROUP PHONE 544 -2975 ADDRESS P.O. BOX 3707 SEATTLE, WA. ZIP 98124 CONTRACTOR BOEING DEFENSE AND SPACE GROUP PHONE 544 -2975 ADDRESS SAME ZIP WA. ST. CONTRACTOR'S LICENSE # BOE INC - 294ML EXP. DATE 01 -0 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southoenter Boulevard, Tukwila WA 98188 (206) 431-3670 NAME PENROD JOB# 747028 -01 PLAN CHECK01.(il NUMBER APPLICATION MUST BE FILLED OUT COMPLETELY I HEREBY CERTIFY THAT 1 HAVE:READ AND EXAMINED THIS ANO IAN AND CORRECT, AND I AM AUTHORIZED TO .APPLY FOR THISPERMI SIGNATURE — ' -- BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON DATE APPLICATION ACCEPTED PRINT NAME TERRY' BENNETT ADDRESS PO BOX 3707 M/S 46 -87 TERRY BENNETT MECHANI PERMIT APPLICATION Mechanical Fee Worksheet must also be filled out and attached to this application. FEES (for staff use only) BASIC PERMITFEE UNIT(S):FEE <<: PLAN CHECK FEE >><' OTHER: <: •TOTAL`< < $15:00 RCPTs #. DATE DATE APPLICATION EXPIRES FEB 18,1994 PHONE 544 -2975 CITY/ZIP SEATTLE, 98124 PHONE 544 -2975 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Application and plans must be complete in order to be accepted for plan review. BUILDING OWNER/AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. VALUATION OF CONSTRUCTION The valuation is for the work covered by this permit and must be filled in by the applicant. This figure is used for budget reporting purposes only and not to calculate your fees. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Mechanical Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development at 431 -3670. 06/07,9! Project: I r - 9 0 Type of Ins .,,,... io n: 1 ..,...._ , 7 . G p Address: q ,..7 Z S f U 1 �iW� l l/I �f Gate Caged: Special Instructions: r , v t r Rax 6 r Date Wanted: (" 2 ,20 _ q et m 0 Requester: l^,� � ! '�l ► � ( ' PhoneNo.: "I — 3(4'_1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -. - - -- (206) 431 -3670 COMMENTS A / AMIIVdeL tre 0 $30.00 REINSPECTION FEE R " VIREO. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: I,: Dale: i 0 INSP CTION RECORD Retain a copy with permit Approved per applicable codes. . • . 0 . Corrections required prior to approval. ''�M'«•!sJ'•^" ,:hw�5xyr!+4yr ..x.+'s)tid;�y„ 7 Dale: • Account Code 000/345.830 000/322.100 \• 7 CITY OF TUKWILA, WA TRANSMIT * * * * * * * * * * * * * * * ** * * ** * * * * * * * *+A* CIF* * * * *' *`'* * * ** * ** * * * ** ** ** * * * * ** TRANSMIT Number: 94000213 Amount: 30.00 02/24p 0 4:14 Permit No: M94 -0019 Type: B -MECH MECHANICAL rE M3T Parcel No: 000340 - 0015 Site Address: .9725 EAST MARGINAL WY S Payment Method: CASH Notation: BOEING Init: SLB t************ 1r******************* * * * * * * ** * * * * * * * * ** * * * * * * * * * * * ** Total Fees: Total All 'Payments:.. Balance: Description PLAN CHECK - NONRES MECHANICAL'r NONRES Total (This Payment): 30.00 30.00 .00 Paid 6.00 24.0.0 30.00 GENERA TOTAL CASH CHANGE 9425A000 30.00 30.00 40.00 10.00 21138 Address: 9725 EAST MARGINAL WY S Suite: Tenant: BOEING #9 -90.2 Type: B -MECH Parcel #: 000340 -0018 . CITY OF TUKWILA Permit No: M94 -0019 Status: ISSUED. Applied: 02/18/1994 Issued: 02/24/1994 *• k**** k************************************* * * * ** * * * * * ** * ** * * * * * * * * *k * * ** ** Permit Conditions: . 1. No changes ...•..�_ es will be made :to " " :~ g � < • �C h ' e.`� 1= a n's= ��,iiAi: a p roved by the Architect and the Tuy4w =i:4 Di v i'sio" 2. Plumbing permit sh obtained through t'i4-;S,eattle -King County Department Public;, H�eel th ,_ P l umy ng w1 1';; b e inspected by40at agency ; , I "g all ga -,, (296 -4722) 1 = y , 3. Electrica,l�-p " shall' be,obtained'throu,gh the: 4ashington vi.: State Division L'eboroAand It0uctries andqal l eAcerica : work wi/p j'be `by that e 'cy (248-6'630):'', "; 4. All permits, inspection r•.ec rds, and' approved plans ', al 1, be f maintained f.ayai'lab-le at,.- iihe` l ob site' prior to the starz {A any 0' onstrution:.'' These docd,t� e,nt,s'' are to be maintained ti's \ available ;:.untti1„ 'final: inspect`on approval is granted. ; _. ;, 5. Any' y exposed''insulations - bac.40 material shall have'a Flame Spread Ratin'g F of 25 less, /;and material shall' bear( ''� fist ton showing the fire perifqmzrice tin6: thereof:', M , , Y" f 6. Al cA onstruct# i i,,on' =. b"e,,dons in conf ance with approved 4 .t J ) c [y pl ns and .r+equir�,ementof- h , Uniform Bui l'ding Code (1991' Edition) ads' amended byZ the'/ Washing�ton��Sta�te�t�Building 4Code.,t�� Uniform `Me�chanical:�,;.Code j(ir99:1�``Edit anal`' Washington State Ene gy Code' (1991 Second „J t i or) , „� ,f ” •. r -- - "`'°° I, ° 7. Vali of '� Permi t . The i ssuanc of .W p ,rm ° •i r app o pla a vi ,s,' to spec1�fications and comput t, hall not be "con: ;¢y stru , b, a permit for, or an 4 • nova I of',: any ol,t� } el�',`b �' «� �ppaf � 'L ,� �b�,� of an'y� o f l;tt e � provisions of this ode o S r,. o . •an y other t, ordina�nce of the jurisdiction, � b p'erpnit res�um1ng to give, authority or vyi�olat'e cancel the provisions of thi cod" shall be ' lid '' "�.;� ,;a �4'' � ;.h : 0,-„marty :Y ct ,,� �' - ^'•`•, k7 ' '" * VI' ■ ..' , to i APPROVAL, BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 9 -90 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR SPOT COOLER INSTALLATION JOB #747028 JANUARY 31, 1994 JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON RECEIVED CITY OF TUKWILA FEB 1 8 1994 PERMIT CENTER CITY OF TUKWILA APPROVED ENGR. ,i, &/ ;< 2W9 REVISED DATE 9- eo C;CW job # 7 2.6 "Is o /A CHECK API APR MOE/AVG v --••• / • • • / /1 ,• 05 P.? /"' P/OOo Cl/Ws / R u 50 Mc, DI 5007 2070 ORIG. 6/73 50 0 ‘1 50 lb 200 — s c_c7(9c- (.7a el- i 5o 4 50,-o 16 lb- Fr •00 ' • Y// x 2 e41//s7 4 4/4 P 16 / 9/ \ N • / *or.. • •■•"'''' l'••"' X r • • T .7 4.2 rr C ' (0 Ls, 0/'7 X 50 (4.1/.57q (7 v=s- FY-oore) coniceeTE 4 1/ / MI■1/1)<= ZoOOP) :=2400 lb-1N Iv\ It; 2.400 . 1, $03_ pc C 1!, 2 3 L' < 2 5, :POO Ft7. C/SE P/000 CIO/ J5047 MGR. J, g7, s- 21(/9f REVISED DATE 9 _ 90 A/ J O F �7'47O . Pj -- O 1 1 L2 ! / CHECK APR APR Cf / /L1 ( # � ° BOE /AW i (/VS7 of G FLoog w/ A/` /G, "%1�? E. -7S , IiSE P2 7aG c/A/457 �'- '/`mil C At •n /V1.-Th Dr/ 9 GH 7o w /4 x30 PALLOw . _ 1000 11 ' 0 • OK ALL- OTHER. BPS G / /vG 77o s c7, C coL C— R.. //� / LL D /n/ ��' rJ e o 2. r 13 -- tYP (1) PLS A P t)N ISTRU7 F AM C L MP A DI 5007 2070 ORIG. 6/73 MAX MisTgr P1000 PL "W V 7E IA/ S P r caoLER t MAX FRO/V 7 \//E / Ggr / `/L c w 14 x 3o 1/1//4x 30 P /000 U/V //1T t 2 Ca wixE' SEC77 On/ A - .115.047 ENMR. J 8UT s ///94 REVISED DATE 9-90 QC. N 40E3 0 "74 -O / DC CHECK APR APR BOE /A/G -411q4 45 lb is DI 5007 20 L7 TES r� � •1 . /c (L19c 231z) F Z Z cp W \Alp = 2CC7 16 .1-- I, _. O, 7.5 Z = 0, 3 z(2/` ` 23 (/,(7j 0, 7 S(2 !6) 4-S 1 (/S // C7 / 2 c -A a,S/S.G / G. .8ie /A /G' T- G4- E. = 0'. 10 7_7; /A/ Ar = 0,00 //'t F -6 c F .= , t. 1.1 7/VE L /O / r SA S.., /6 o, o o8 7 t./ 8 G Z f S z I. Goo l ?am c.' : e oY USE (2 Ae•047 ..°- BEAM SPAN OR UNBRACED HEIGHT CHANNEL TOTAL UNIFORM LOAD @ 25000 PSI ILRS.) DEFLECTION 25000 PSI (INCHES) TOTAL UNIFORM LOAD @ 20000 PSI (LOS.) DEFLECTION 20000 PSI (INCHES) TOTAL UNIFORM LOAD IF DEFLECTION = 11240 SPAN (LBS.) MAX. LOAD OF COLUMN LOADED @ C.G. (LBS.) MAX. LOAD OF COLUMN LOADED @ SLOT FACE (LOS). In,' In.' r P1000 1690 05 1350 .04 - 9800 4000 .239 294 P1001 2480' .02 2480' .02 - 22500 6200 400 24" P1001C41 4970' 02 4970' .02 - 45700 12500 .656 P 1001 D3 P1004A 5860' 01 5860' .01 - 45800 12000 P 1001 C3 5.70 P1001K 2550 32 2550 .02 - 23000 7 7.60 2.220 P1000 1130 '2 900 .10 - 8200 3700 1.665 3.132 P1001 2480' 05 2480 .05 - 21600 6100 4.062 36" P1001C41 4970' .05 4970 .05 - 44800 12300 .618 .989 P1004A 5860' .03 5860 .03 - 43500 11900 P1001K 2550 .05 2550 .05 - 21000 6700 P1000 850 .22 680 .18 760 6500 3500 P1001 2380 13 1900 .10 - 20400 5900 48" P1001C41 4770 .13 3820 .10 - 43600 12000 P1004A 5680' .07 5550 .07 - 40800 11600 P1001K 2550 .13 2050 .10 - 18600 6100 P1000 680 35 540 .28 490 5000 2700 P1001 1900 20 1520 .16 - 18900 5600 60" P1001C41 3820 .20 3050 .16 - 42000 11500 P1004A 5550 . 13 4440 .10 - 37800 11300 P1001K 2050 19 1650 .16 - 15900 5100 P1000 560 50 450 .40 340 4000 2 P1001 1590 28 1270 .23 - 17000 5100 72" P1001C41 3180 28 2540 .23 - 40000 1'100 P1004A 4630 19 3700 .15 - 34500 10700 P1001K 1700 29 1370 .23 - 12800 4000 r P1000 431; . 65 390 .54 250 3400 1600 P1001 1360 38 1090 .31 1240 14800 4600 84" P1001C41 2730 .38 2180 .31 2490 37800 10500 P1004A 3970 .26 3170 .20 - 30800 9900 P1001K 1450 .38 1180 .31 1350 9600 2500 P1000 420 .89 340 .71 190 2900 14G0 P1001 1190 .50 950 .40 950 12300 4000 96" P1001C41 2330 .50 1910 .40 1900 35100 10000 P1004A 3470 .33 2780 .27 - 25800 9000 P1001K 1300 .50 1050 .40 1050 7400 2500 P1000 380 1.12 300 .90 150 2500 ' 400 P1001 1060 .63 850 .51 750 9700 3400 108" P1001C41 2120 .63 1700 .51 1500 32200 9300 P1004A 3080 .42 2470 .34 - 22500 7900 P1001K 1150 .63 9200 .51 810 5800 • • P1000 340 1.39 270 1.11 120 2200 1200 P1001 950 .78 760 .63 610 7900 2900 120" P1001C41 1910 .78 1530 .63 1220 28800 8700 P1004A 2780 .52 2220 .42 2660 18300 6900 P1001K 1050 .78 820 .63 660 4700 ' ' CHANNEL WT. /FT, LBS. SECTION SO. IN. 1 S r I S In.' r � In. In,' In.' In. In.' P 1000 1.90 555 .186 .203 .579 .239 294 .655 P 1003 3.35 .975 .325 .261 .577 .799 400 .905 P 1001 3.80 1.110 .930 .572 .915 .478 .588 .656 P 1001 D3 5.70 1.665 1.302 .699 .844 1.450 .892 .933 P 1001 C3 5.70 1 665 1.413 .745 .921 1.521 .788 .956 P 1001 C41 7.60 2.220 1.860 1.145 .915 2.422 1.490 1.044 P 1001 3 5.70 1.665 3.132 1.267 1.371 .717 882 .656 P 1004 A 6.70 1.950 4.062 1.666 1.443 1.107 1.207 754 P 1001 K 3.50 1.026 1.005 .618 .989 .286 352 .528 �+ P 1000@ CHANNEL AND COMBINATIONS 1 /e" UNISTRUT CHANNEL WIDTH SERIES NOTE: "Long span deep beams should be supported in a manner to prevent rotation at the supports and tied between supports to prevent twist." BEAM AND COLUMN DATA •LOAD LIMITED BY SPOT WELD SHEAR ELEMENTS OF SECTION 1 - Moment of Inertia ''KL EXCEEDS (200) F AXIS 1.1 S - Seclion Modulus STRENGTH OF P 1010 NUTS' USED IN P 1000 CHANNEL Resistance to Slip - 1500 Lbs. per bolt Pull Out Strength - 2000 Lbs. per bolt . Includes a Minimum Safety Factor of 3 AXIS 2.2 r - Radius of Gyration BEAM CLAMPS 13" UNISTRUT CHANNEL WIDTH SERIES P 1271 S P 1386 11/2" 3 /5" 2 HOLES Vis" DIAM. USE IN PAIRS A W - 13 x 1'W' SET SCREW INCLUDED CLAMP REQUIRES 1" • 13 x 1W MACHINE BOLT & NUT NOT INCLUDED UNISTRUT CHANNEL REC. SIZE LOAD P 1000 600# ea. USE IN PAIRS P 1100 500# ea. P 2000 450# ea. WT. LBS. /C 27 P 1272S, P 1985S, P 1986S • 3/4" HEX NUTS AND "U" BOLT INCLUDED ,/,., WT. LBS. /C 95 P 1796S USE IN PAIRS RECOMMENDED LOAD 500# P 1796S USE IN PAIRS A 3 WT. LBS. /C 75 CHANNEL WT. HEIGHT LBS. /C 1W 107 SET SCREW ALLOWABLE PART DIM. FLANGE INCLUDED LOAD NO. A THICKNESS D PER PAIR WT. /C P 1272S 1 /A" Up to ° /A" 3/4" - 16x11/2" 450# 39 P 1985S gib" Up to 3/4" 1 /2" - 13x1 1000# 62 P 1986S 3 /8" 7 /e" to 2" 1 /2" • 13x1 900# 74 UNISTRUT CHANNEL WT. REC SIZE A LBS. /C LOAD P 2785 P 4000, P 4001 3 83 1000# ea. P 1000, P 1100 P 2000, P 3000 P 3300, P 3301 P4100,P4101 P 2786 P 1001, P 1101, 5" 92 1000# ea. P 2001, P 3001, P 5500, P 5000 FOR BEAMS WITH '4" AND UNDER FLANGES 1/2"•13x SET SCREW INCLUDED P 1796S 1/2" - 13 x 11/2" SET SCREW INCLUDED P 1379 S REC. LOAD 480# o BOEING MILITARY AIRPLANES 9 -08 BUILDING COLUMN A/9 STRUCTURAL CALCULATIONS FOR SPOT COOLER INSTALLATION JOB # 910596 -08 AUGUST 14, 1991 JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON APPROVAL BMA Facilities Seattle, Washington OFFtO4, 7-25 TO 9, OS. 4- SF77 G UOL 6 R //V - L47 ?O4/ SPOT C-ODL, E, VV 2.SCO RE td‘ /rvE /// %A / / 1 37g /s -I // � 7g i4.-41/ 1 8 62. Fc 1/II- 7" l �, G- _ w Per27 ■//v, Pt-allow cos /6 v v og U sG Morin J 8 No.9 /O5 9G--0E ��J m B �URKS APPROVED 9.. /6 SHEET NO D4r: 8//¢/9/ /-O') / 4 cf,/ /U // / EL As 2so / ' 6 / ¢ = c73 44 < 2s � OOps t ' ..o,� �iSE P /a2c7 c.1/4/4rL BMA Facilities Seattle. Washington Awing keit lecture En Siletrin JOB NO OE9GNED BY: .PPROVEa 131% TENS /L E 57 E.sS /i1/ / /Z u - - /. : TWD .20o 1 4_ 6 . //v (c C 23 /Z) F = Cp. W G0 117 lb 4 z iv z 444 C 5 0.00 es 444 0' 3 (f.°)(0, 7S) zso l� /b FP = FP -- V.5 /NG FOR 1— AL BRA-c. A/ Wp =: 2 SO /6 /, D Cp = 0,75 F p, 3 £/5E / /;G // 43 771'D. i(r 91EET No oar: /Z GrMl IA/ E P/,' = 0,1o5.5- /A/ A _ , 00 E37 / /v 1 r Fy f isc - r T� 247 Tfee -g. c 'Y'O \A/ / le ES 77- S vPP ©e7 7"t/5 L ptfi'D /N 777"/E 7g1r/Y-s1/ I> /R E'G77 ON (Eivta s) i /Z� /6 • • r . BMA Facilities Seattle, Washington Planing kdtleeturs Eng:leering JOE NO. DES1RiED DV: APPROVED St SKEET NO. 3 . OATZ: izq -F& = = /4, asp ps c' .(2087m?- I#/2- 2/)G00 RS( /Z Ca4 ?1,//e ■•■•■•■• Page 3 of 4 TABLE NO, H -KB•Il CARBON STEEL ALLOWgPLE TENSION AND SHEAR VALUES (In Pounds)" I _ .. . . .. I •• ?ChCps+ �� / ...• _I.�_�I r 1000 p/1 - � • i •...- .••••• 6pW .,i ANGHOA O i'TH' ,•, lfnf'on Tfnu Ten .On 1 • _ lenrlon O1A. EMBED. • Yeim: • WO:putt Wlihr W ,.'.ou wit) WJnr1uN I Wdh7 Wllnoul7 (menesl II' +60 So. MID, 11P•Imp. Shy. $ p.insp. Sp.lnt0 1 She 53.11 101) Insp. (s Sp.inett Sp In4p. _ S nesr I•, II'• 2511 125 JOI I 11(1 I« 4 11!) Il'I NMI 41 1,1 J4l1 ;111 213 2S0 I 40.3 4 t10 I., _ 4 1',. (, t;< Jiln (,:l 115 41 41 /': 1(? Iixl f,` 115 Jr.(f 'r I'•• X 1 l' 2.(1 i7S • 015 ill+ 8!5 ill) ttt 1 Si5 { 800 41X1 �7S !rr 2 I I.I_t ( $f'3 k'3 (.21(1 605 875 1.3719:11 .:4(1 (.1 875 I 1.4511 723 675 .4 I., I.25U (s2 875 1.3(111 6 S (1 x71 1.350 6 ?5 875 I 1,430 725 8 75 3 1,1(X1 55(1 I.5(NI 122111 •;3 1.3'10 1,363 68(1 1.300 I 1.625 $15 15 1 I,8 le, 1 1,. 1 ,75(, STS 1.3181 2,(1(KI !NO !NO ) 1.5 {XI _ 2511 1.125 1.300 fI 1 - 2 .0.23 1, 1.5:11, I. 1.93(1 4 975 I.30(I 2.163 i.'IS.I:_ 1.35 2.375 1.1'):1 1 1.5110 1 2423 1.115 I. ?:h n'•, . I.5(XI 7531 :.623 1.15(1 S.73 2 ,625 2 1,hll(! 2 ,625 I 2,5(II 1.150 2.625 . 4 2.250 1.1 7.623 2.6711 1.333 2.625 3.00 1,545 2.623 I 3.425 1.465 2.6 23 7 _ 3.0(1(1 1,31111 2 623 1.250 1,62 I 2,625 3.300 1.730 - 37.71 4,423 1.963 2,625 111, 1.830 y;3 :. :.155 I,IP)I) 1,125 2.5(1(1 1..`5(1 3,'50 3,000 I,SOU 1.2511 •1}r, 2.750 1.575 3,`411 I 3.575 I.94G� 3.2.511 4,5(X1 2.250 3.250 I 5.500 2.730 3.250 8 3,750 1.8,.'• 3 :'d1 ,,4.625 2.. 3.25( 5.308 2 3.230 1 .'425 2.965 3.230_ 44: 1,125 i,1 {,• ('.c 1.$(11 1,9(1(1 6.815 4 „175 2.IVO 7.000 5.250 2.625 I � -� 0-.0(01 1 I 6 5,000 2,501 7.00' 5.815 2.910 7,000 6.6:5 3. 7,000 I 8.230 4,125 7.000 1 " 6,2511 1.12. 7.11 , 7.1951 1.595 7.000 • 8,125 4 0:5 7.000 10.0( 5.000 7.(0 R, 2 44(1 ` + TTe 'I4 +n�s t0JlAtc0 SJh• l9 pr•11, Au to.., : .I :vt t oft J3ICJm mom a;trep.0 : enn :N:it ,in •thed.` ^pt W',' 11len; th A: Iheumn. 1 ,n'14(141I';.('ttattl44(43e;431 mum niiinpl u iih (MI l:. S1JnJ1 tJ tit, 24.2. : I hCin lenrlon v,iue C nro nn :y n^PII •JI'In \.hh . 11'4 4114111us 11C mHal)CJ 1 .111 , ,!.15:131 m.pe:/ioa ,.1 6',11: in 4$.4'.'•5 'u!• oI the Cods IC nni) al'p :04(44 when he adnn.nm ir•.11311■d '(Ih: r\•.0 1, td ned' :Ine} Ate int nncha.• inr: : :lsd a mini/um', P(I: uh41101 d•snle,era On Cen'er la, 1(131 T,•s4snl tfttea'm :. Spo.utp m 44 I$Ju *iii ' 1' srn hor dlulls,en r: : W the \ulacs du are IeC:C .0 1314,'0'. l irear inler, Pia* UC llk•d 10: ih,CtmCAlal: epel anp,. TABLE NO. ((( -4;91 304 AND 310 STAINLESS STEEL KB-1 ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)" !'t /00CP/i / e s 0000011 I r' r . 4DCAps' ( 1. aa000pA A 11CHOR 60151'11 I lenrlon I Tennon L_ TCns•on - J 1 TrnsiOn J VIA. IhIUfO. I With? 1 Wiu•.¢I3 I 1 Wiii*) W ;thoe v :.1•7 ' v..tn:ptl I Wdh: N'•11,ou11 ::•`•.••l, h In rt,esl 1 So tp S: , Pm,* $''.a I tn. In14. Sp. IMP. 1 S''it' 1 $3 In }p I S: Inip. Shop, • S;,In'0. Sp.Int0. Sneer `', 1 1 3111 ISO tl< 115 156 5 I 115 ICS 552 I 352 (75 51) 2211 1 550 1 520: 260 I 330 i 520 I 2(50 530 I 320 26(1 350 "• 3',. 52(1 1(11 S I 320 I 250 J • 350 1 330 1 2611 35(1 52') 2A0 3511 4004 720 • 623 • 460 I 130 930 I 515 I 26'3 1.025 623 ?15...1 1.1511 S75 4411 I 1.2515 •' 1.025 I,0. 5()0 I .1.250 I 1.250 sou 46 1 1.700 1 1.000 3'.1 1.230 G:> I 083 l.1.623 1.375 (t'1•') i 2.. I - (.7(15 1.173 I 59 I 2.6: I 1.30;1 1.750 ' S75. 571 2 .250 7 2.250 1.12 I T 1 - Report No. 4627 313 1 1.250 1 1.1'05 590 l .:!t 1 1 67$ 1.230 f 625 I 1.230 1.350 675 1.350 1.350 1 675 I 1 .250 500 J 1.74(1 1.2011_L 600 1.7 75 1.250 I 625 $15 1 2.055. I 3.(X11• (.0430 2.055 2.250 I 1,125 I = I 13 (16 X0 1 2.5 1 2.150 I 2285 1.075 2.1135 2.531. 1.775 I :.0`•S 750 l 2.575 1 1.700 I S50 3.125 , 1.500 900. 1 3.1:5 1.125 3.125 1 3.750 i 1.375 1.123 3,000 1,50u J 3.125 S25 1.115 1 3,■23 i 3.425 I 1.715 3.1 15 3.425 1.715 I 1.123 425 915 I 1,100 2.2(01 1.107 1.500 , :450 1.233 j 4.508 2.055 }, r L 1.450 715 I 2.7('(1 1 r 4 } :, 2.150 1.114 f "1 3 .nsn 1.525 I : .165 I 3,625 1 1.:115 4.300 4,1 75 2.190 4 , 50!5 'r+ I 5 2.750 1.375 1 4 •500 , 1 3.625 . 1.815 1 4.500 1 4.230 I 3.123 4.300 4.$00 2.400 J 500 a 1'2 1.923 • I.,(I:? I 5.700 1 „623 I.• I 6 T3i' i 4.325 I 2.105 7,0011 ' .30• :) 2.2 7,(x,1;1 ! G 4.125 2,0,155 1 ;2240 1 6.090 3.000 7,001 I 6.730 I 3.373 7,000 I 6.8 ?5 7.440 7.000 ,a ;li x.('25 1 7,000 I 7,3(10 •••750 1 7,1100 1 8,8110 1 4.400 7.CK10 1 8,80(1 4.400 7.00(1 :ks.;,. :w.,.w....w. ..:+ 1.7T. r+*trw••■■• o,• ye ..•srw,4r� Li I_ Q I :1,41 : 11111 0 11 ; 1,,1 %1V112 W x f;';.n;rn ,Ste.,1 :Cw,ICU n;,ru+4 the C.'in . , . ..i'4 W h'II t1'.: Ims: oiltn.laha•'bn Ctm9ele 4((lli 41: n'w :hmy'1• \•4) l'.(0.('. nntd 1 h•.: , 7 :Th ^. •:• trn.i ,: :,•14\ an nn)\ Jppl ,•C'l v h :•. :I •u•, bula4v' n uh ,P:. u•. ... :vr, ... • :i 1•tr'h 1n Se.u•n11001.1 1114 • are .'n:.: l' JiI: 321 .2 ti: o : :1. ^p l .,•, •21.11 :J •. +15)4•.2 ,ry'. :I, •:Iti. 'd,'•n•: 1:4,0.I"'"'"'" IL•4 t,bvl,leJ .4)5153 ar4 (dr .h :h•4. Ir.e;tu :.1 ..,v; r.m 4.211' I: •••.:•• 0 ;Jn,1WI. t•r .13)13 6•r I1:0141.0. ci 51'.'4 n:.,\ I.: tedu•.'4J h')' and•, JiJilik ,. pr•vd :J If1: '']Iu4' :t,':44..et! 5l• rte, r•, I .4* 0020) 41..11; 1•,.. 1• , u•n4 1, , , ,.�1 :"'� „• „,r ., . F'E• :E 1 'Er 2452(' I 2 .l ( +71 3 . 7'3 . 1 .. -2 1 :• l 0E F , • 7.127 KING 0IONTY AIRPORT O T ICE CENTER (FAA) FROM DOWNTOWN SEATTLE EAST MARGINAL WAY CORPORATE PARK EXIT 156- 900 EXIT -EXIT EXIT 157 R EY.Sr3Pt 16 VHS INCH PROJECT SITE CONSTRUCTION SET OF DOCUMENTS, REVIEWED � PROCEED WITH CONSTRUCTION 'N.ITNOi j AND STAMPED BY CITY OF TUKWILA MUST BE ON SIN F DURING CONSTRUCTION. DO NOT T ABOVE MENTIONED SET OF DOCUMENTS. VERIF Y ALI_ DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRED DESIGN REVISIONS r� AUBURN, WA. 980C)2 D EVERE T T, WA. 98201 KENT, WA. 98031 .0PORTLAND , OR, 97220 Li RENTON, WA, 98055 SEATTLE, WA, 98124 O "THESE DRAWINGS CONFORM TO THE 19$8 U.B.C., U.F.C.; U.P.C., AND THE 1990 BARRIER FREE CODE AS ADAPTED OR AMENDED BY LOCAL ` ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. C7 ENGINEERING CALCULATIONS (II' APPLICABLE O ROOMS LABELED PER OCCUPANCY PER U :L3. C. TABLE 33 -A. BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION, NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH'` UTILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER 2 <SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS : TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORkIfiG DRAWINGS O 2. TENANT `IMPROVEMENTS, 2 COMPLETE SETS O 3. MECHANICAL, 2 COMPLETE SETS O 4.' FIRE: PROTECTION/SPRINKLERS, 2 COMPLETE SETS INSTALL (1) 1112 CFM` PROCCESS COOLER RATED TO 25,400 BTI) ' HR I •t „ I I I I I' '? I tI I , I Ili III I J r }.. 111 I 1 2 er, 3 � . , t: .p .c ...a -.-- -.: :.r. -c:: -..: ! :...,, ' . °r«*i.t+-+5w l xax. --ti r, ylr r +::::. ... ' . _ .., ti d �.- , :. - I, . N OT E : Tf the aicrofiI eddocusent' is .Less c than th notice, it ie due to the quality of the original document. 6Z se ht 9Z 5z 472 ! 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