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HomeMy WebLinkAboutPermit M15-0044 - BOEING #9-99 / BR&T LAB - EXHAUST FAN RELOCATION AND PIPINGBOEING #9-99 BR&T LAB 9725 E MARGINAL WAY S M15-0044 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 5624200990 Permit Number: M15-0044 9725 E MARGINAL WAY S BLDG 9-099 Issue Date: Permit Expires On: Project Name: BOEING #9-99 - BR&T LAB 6/9/2015 12/6/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: DESIMNONE TRUST BOEING 1201 3RD AVE STE 5010 C/O BNY MELLON NA, SEATTLE, WA, 98101 CONNIE HARDIN 4600 S 134 PL, SEATTLE, WA, 98168 HOLADAY PARKS, INC. PO BOX 69208 , SEATTLE, WA, 98188 HOLADP1379N0 Phone: (206) 250-4530 Phone: (206) 248-9700 Expiration Date: 9/3/2015 DESCRIPTION OF WORK: RELOCATING (1) EXHAUST FAN. CHILLED WATER PIPING AND COMPRESSED AIR PIPING TO EQUIPMENT INSTALLED BY OTHERS. Valuation of Work: $50,000.00 Type of Work: REPLACEMENT Fuel type: ELECT Fees Collected: $846.88 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Permit Center Authorized Signature: Date: Ql /O9,iS I hearby 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 and obtain this development permit and agree to the conditions attached to this permit. ( / Signature: /(� ' Date: 6/ / `t) Print Name: [3e ofl 1 `� N 66 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL 3ce,C1 (9-49 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 SITE LOCATION Mechanical Permit No. __K Project No. Date Application Accepted: Date Application Expires: (For office use onl MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** Site Address: 7 Z.J . + U� few A Tenant Nam PROPERTY OWNER Name Address: Cit}S Stater CONTACT PERSON — person receiving all project communication Name: it ilvjAtHat Ct^ Address; to 00 s Phon i)G1. Z"t Q ( Emaiy i0 Z.S� Lisis ax: �i0 7v zo UMK iLkeitAda&tiarizoN. CityState: King Co Assessor's Tax No.0.00A — Suite Number: Floor: �— New Tenant: ❑ Yes t1d•No MECHANICAL CONTRACTOR INFORMATION Company Name. Addresst i r City: �.Q 00 ar s State: �'[ P Phone, .4 LlJ[0 ZS Fax:X act r G 76 Contr Re No.: Re NO': Exp Dat Tukwila Business License No,: Valuation of project (contractor's bid price): $_ Describe the scope of work in detail: 9pco 9-99 BLDG: Relocating (1) exhaust fan. Chilled water piping and compressed air piping to equipment installed by others Use:ductwork. Rcatu.tiuui. ,Ncw LJ Replacement Commercial: New 0 Replacement Fuel Type: Electric ❑ Gas ❑ Other: H:\Applications\Fours-Applications On Line12011 Applications \ Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment g r e c:10.1 . c Boiler/Compressor Qty' 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. 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 grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O' Signature: ac,„, -Print Name: v.\ ' -< (r\ Mailing Address 7 "1 (, Ci S > ` C R p ORIZ GENT: tom ---- Date: Day Telephone: g3 — SJ7 e City State Zip H: Applications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-I1.docx Revised: August 2011 bh Page 2 of 2 CITY OF TUK LA Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.: Site Address: Suite Number: Floor: Tenant Name: PROPERTY OWNER Name: Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: Address: City: State: Zip: Phone: Fax: Email: New Tenant: ❑ Yes ❑.. No MECHANICAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement ❑ Fuel Type: Electric ❑ Gas El Other: H:\Applications\Forms-Applications On Line\2011 Applications\Jvlechanical Permit Application Revised 8-9-1I.docx Revised: August 2011 bh Page 1 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK $2,812.10 M15-0043 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apn: 0003400018 $1,965.22 MECHANICAL $1,889.63 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $1,479.20 PLAN CHECK FEE R000.322.102.00.00 0.00 $377.93 TECHNOLOGY FEE $75.59 TECHNOLOGY FEE R000.322.900.04.00 0.00 $75.59 M15-0044 Address: 9725 E MARGINAL WAY S BLDG 9-099 Apn: 5624200990 $846.88 MECHANICAL $814.31 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $618.95 PLAN CHECK FEE R000.322.102.00.00 0.00 $162.86 TECHNOLOGY FEE $32.57 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R5104 R000.322.900.04.00 0.00 $32.57 $2,812.10 Date Paid: Monday, April 20, 2015 Paid By: HOLADAY PARKS FAB INC Pay Method: CREDIT CARD 06795G Printed: Monday, April 20, 2015 3:56 PM 1 of 1 eSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 e (206) 431-3670 Permit Inspection Request Line (206) 438-9350 - ka I t' $ 14(S-O0`? ( P Jgo t r l 1 60- 1 TYPI(�Inspectionr�.� Ntpa ju -1' �� 1 A6 c41 ress: ° P ��f 1Y D e Cailet� . Special Instructions: Atpue MR �^ -,p�� ( C,t l-G0( 1 4 �M(� J 1.4er Date W nted: / (f� (� a.m. p.m. 4IV ((`d rt Phone o: —Mg `613q r Approved per applicable codes. f`J Corrections required prior to approval. OMMENTS: CIA ((€ef r t cttr -S waty z fz, t Inspector: Date: 6 , (6— REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Fji__Alir.47AEZAVO 1 ELE COPY HIT Structural Calculations For BUILDING 9-99 DEVELOPMENTAL CENTER TUKWILA, WASHINGTON May 11, 2015 Installation of Utility Bridge Work Order No: W3411988 CORRECTION LTR#__4 Figured by: Sung U. Cho, P.E. 5-004y Copyright © 2015. Boeing. All rights reserved. RECEIVED CITY OF TUKWILA MAY 21 2015 PERMIT CENTER Design Maps Summary Report http://ehp4-earthquake.cr.usgs.gov/designmaps/us/summary.php?templa... gagUSGS Design Maps Summary Report User -Specified Input Report Title DC site 9-101 Building Tue July 22, 2014 21:47:05 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.51486°N, 122.29827°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 4Y mauest • tr.sa �..... I Smi, SOOOm • USGS-Provided Output SS = 1.515 g S1 = 0.573 g SMS = 1.515 g SM1 = 0.860 g LYC t-10t at 0 :020141! .. ®MapQuest. SDs = 1.010 g SD1 = 0.573 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCE;Q Response Spectrum 1.76 1.60 1.44 1.28 1.12 0.96 0.80 0.64 0.48 0.32 0.16 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 Period, T (sec) 2.00 1.10 0.99 0.88 0.77 C 0.66 v y 0.55 0.44 0.33 0.22 0.11 0.00 0.00 0.20 Design Response Spectrum 0.40 0.60 0.80 1.00 1.20 Period, T (sec) 1.40 1.60 1.80 2.00 Although this information Is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the accuracy of the data contained therein. This tool Is not a substitute for technical subject -matter knowledge. Page 1 of 16 1 of 1 7/22/2014 2:47 PM I f tt7 0 :7 t; , p I F, #1/4. 7—• .1. ••:1 1.4 • t s e— x ) ? frs..14 ts' -- • o o " ) r,) 1;314 T: 1_(,( r) r 14. .) ky/ .‘{ 1 -...`14 • .1" , ENGR REVISED DATE CHECK APR APR Pate 2 of 16 p__46rIZEZAVG .... ___,...... ....._ . ....... ) (1,01) (6//f) (. T tt) 'F) 1,6i6 0, — r) Lop(7) N',11,-tt 0 fq • --•• f:' F (') — / p 0 ENGR REVISED DATE CHECK APR APR Pap A nf 1 C ip151FAGIEZAW ni Filf17 'NMI SC, 1 in. •11 1' 1 '01 107, $4 41.- 0 7 ". 44 ,e - - n o , Lr o I '7 V t7 ,„) i 4 7 y 0 rtc 0,10 1 •)e .]) 2- r4 L 0 C: t < :06 C r:1-1 MC - 6 (1.7-& )0,4K) 72 o o P-1 r ENGR REVISED 1 DATE CHECK APR APR OL___117.274:747 Pane 4 of 16 D1 5007 207n RF V 1/C1R • r 1! ..1 r \I , ,r' .....____. 1 1 n • , , 1,..) n .0 , ‘'• ( 7 . / • / 0 -1 v ) '". L I °° 1 VI ) t ; i' - • ' '••• i; i ) -4-- :E.) / , .1 '• l• ' • " ' L ,f:: t, Ah:r - A X IS; Lr L 1 1 - - ( 6,40 - 0, "TxtdY Jr:C.4W; LcAL 2 IC LI 1\145r (2( lc 11-1c — o 7, ) A '•-f 0 — 6-4 0 — , - / 2 ENGR REVISED DATE CHECK APR APR 1?)-__ZirOLEZ)VG Page 5 of 16 , Di 5007 207(1 RFV 'NU ,f`_ ) t _. �r z37 �� ;o Y ...-i it n, J );(3 2 k -, 0 f 1,0 D1 50072C70 REV 1/98 Rs, i 6,1 I c� c; ig,II f 5 � tom,LL.1MA 5-1 j, 3 r. l r _ C pwe (1D7, I ; (Ic) z, I Gv r ztf r `T � I � t / IOT ( u=(L4c ) ( 4 ) -(;)4� ,/)r�-; E ( I` -I,, - r`j ( (D • ENGR - REVISED DATE • CHECK APR APR Page 7 of 16 gjLLEPIZEZAW i , snn, on7n oc,i „no r 4, { -+-2,c'° -fes/',j ' In q �'l C." LT o 1 R O, 3 ENGR. REVISED CATE CHECK APR APR Paae8of16 BOEZV n 1 CM, on7n OC\/ , Ina rt - .\25Y -- E 17A1 r , -- , D2 Hri c, 4 x .6c(t3 :Ls ENGR REVISED DATE CHECK APR APR • Pap 0 nf 1R . ?I , 4 1 ir i 6 FEZAW 1 r1.1 Mrin, •,M17r1 rl , , I 1 if ,r1 www.hilti.us 1�■111..T1 Profis Anchor 2.5.2 Company: Specifier: Address: Phone I Fax: E-Mail: The Boeing Company Sung Cho Page: Project: Sub -Project I Pos. No.: Date: 1 9-99 Hydraulic Bridge 5/18/2015 Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Geometry [in.] & Loading [lb, in.Ib] Kwik Bolt TZ - CS 1/2 (3 1/4) har,act = 3.250 in., Non, = 3.625 in. Carbon Steel ESR-1917 5/1/2013 15/1 /2015 Design method ACI 318-11 / Mech. eb = 0.000 in. (no stand-off); t = 0.375 in. Ix x lY x t = 6.000 in. x 8.000 in. x 0.375 in.; (Recommended plate thickness: not calculated) Square HSS (AISC); (L x W x T) = 3.000 in. x 3.000 in. x 0.250 in. cracked concrete, 4000, fc' = 4000 psi; h = 420.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Al Input data and results must be checked for agreement with the existing conditions and for ppa�usippil' PROFIS Anchor ( c ) 2003-2009 Hilt AG, FL-9494 Schoen Hilt Is a registered TrademarhrdF� INI A8, 4 n www.hilti.us NIL. r t Profis Anchor 2.5.2 Company: Specifier: Address: Phone I Fax: E-Mail: The Boeing Company Sung Cho Page: Project: Sub -Project I Pos. No.: Date: 2 9-99 Hydraulic Bridge 5/18/2015 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0 27 0 -27 2 0 27 0 -27 3 931 27 0 -27 4 931 27 0 -27 max. concrete compressive strain: 0.10 [%o] max. concrete compressive stress: 426 [psi] resulting tension force in (x/y)=(0.000/3.000): 1861 [Ib] resulting compression force in (x/y)=(0.000/-3.450): 2106 [Ib] 3 Tension Toad 04 Tension -Compression- Load Nr,a [Ib] Capacity On [Ib] Utilization 13N = N„ai+Nr Status Steel Strength* 931 8029 12 OK Pullout Strength* 931 4041 24 OK Concrete Breakout Strength** 1861 5775 33 OK * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength N. = ESR value refer to ICC-ES ESR-1917 Nsbaeiz Nua ACI 318-11 Table D.4.1.1 Variables n Ase,N [in 2] futa [Psi] 1 0.10 106000 Calculations N. [Ib] 10705 Results N. [Ib] .steel 4, N. [Ib] Nua [lb] 10705 0.750 8029 931 3.2 Pullout Strength NPn,f = NP2500 %,e !c 2500 Npn,f z NUB Variables fo (Psi] 4000 Calculations fo 2500 1.265 Results Ncn.f [Ib] 6217 2,8 1.000 refer to ICC-ES ESR-1917 ACI 318-11 Table D.4.1.1 Np,2500 [lb] 4915 4, Nen4 [Ibi Nua [Ib] 0.650 4041 931 concrete Input data and results must be checked for agreement with the existing conditions and for ppyyaausibilN PROMS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti Is a registered TrademarlUo 9e A6, n www.hilti.us 10•1111LIVI� Profis Anchor 2.5.2 Company: Specifier. Address: Phone I Fax: E-Mall: The Boeing Company Sung Cho Page: 3 Project: 9-99 Hydraulic Bridge Sub -Protect I Pos. No.: Date: 5/18/2015 3.3 Concrete Breakout Strength ANc Ncbg - \ANm/ Wec,N Wed,N Wc,N Wcp,N Nb 4 Nag z Nua AN, see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b) Pula = 9 hef 1 Wec,N =1 + 2 eN) 5 1.0 3 he/ Wed,N=0.7+0.3 (9'1in)51.0 1.5he Wcp,N Nb = MAX(!!,in 1.5hef1 5 to ;lc Cec J =kcXa4h5 Variables hef [in.] 3.250 ACI 318-11 Eq. (D-4) ACI 318-11 Table D.4.1.1 ACI 318-11 Eq. (D-5) ACI 318-11 Eq. (D-8) ACI 318-11 Eq. (D-10) ACI 318-11 Eq. (D-12) ACI 318-11 Eq. (D-6) ec1,N [ln•] ec2,N [In•] Ca,min [ln.] 0.000 0.000 cac [in.] ae fc [psi] 6.000 17 1.000 4000 Calculations ANc tin 2] 134.06 Results Na„, [Ib] 8884 ANco [in.2] Wed ,N 1Vec2,N 95.06 1.000 1.000 concrete • Ncbg [lb] Nua [Ib] 0.650 5775 1861 1.000 Wed,N 1.000 Wcp,N Nb [lb] 1.000 6299 Input data and results must be checked for agreement with the existing conditions and for pp((aausibili1Nt ��c PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilt) is a registered Trademarkrofatal Ae,%tiiaan www.hilti.us Profis Anchor 2.5.2 The Boeing Company 4 Sung Cho 9-99 Hydraulic Bridge Company: Specifier. Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 5/18/2015 4 Shear Toad Load V. [Ib] Capacity ¢V" [Ib] Utilization = V a/JV" Status Steel Strength* 27 3572 1 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 107 20091 1 OK Concrete edge failure in direction ** N/A N/A N/A N/A * anchor having the highest loading *"anchor group (relevant anchors) 4.1 Steel Strength V� = ESR value 4, Vsteel Z Vue Variables n refer to ICC-ES ESR-1917 ACI 318-11 Table D.4.1.1 Ase,v [in.2] f [psi] 1 Calculations V. [Ib] 5495 Results V. [Ib] 5495 0.10 106000 y.steel 4, V. [Ib] Vua [lb] 0.650 3572 27 4.2 Pryout Strength Vcpg — kcp RANcO) Wec,N Wed,N WFN Wcp.N NI ] ACI 318-11 Eq. (D-41) 4,V zVua AN. see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b) ANoo = 9 het ACI 318-11 Eq. (D-5) 1 Wee,N = (1 + 2 eN 5 1.0 ACI 318-11 Eq. (D-8) 3hef Wed,N = 0.7 + 0.3 (c'rnln) 5 1.0 1.5h� ACI 318-11 Eq. (D-10) Wo,N = MAX( , 1'ee) 5 1.0 ACI 318-11 Eq. (D-12) CaC ea Nb = kb kg A hls ACI 318-11 Eq. (D-6) ACI 318-11 Table D.4.1.1 Variables kep hef [in.] eet.N [in.] ee2.N [In.] 2 3.250 0.000 0.000 We,N Cec [in.] kc X. 1.000 6.000 17 1.000 Calculations ANe [in.2] 216.56 Results Vcpg [Ib] 28702 ANeo M•2] 95.06 $conerete 0.700 Wecl,N 1.000 Wec2,N 1.000 Vw9 [Ib] Vua [Ib] 20091 107 ;min [In.] 00 fe [Psi] 4000 Wed.N 1.000 Ww.N Nb [lb] 1.000 6299 Input data and results must be checked for agreement with the existing conditions and for gausipiltt( PROFIS Anchor (c ) 2003-2009 Hitt AG, FL-9494 Scheer' Hilt Is a registered TrademaritrollaR A8,44n 1 II16711"1 www.hiltl.us Profis Anchor 2.5.2 The Boeing Company 5 Sung Cho 9-99 Hydraulic Bridge Company: Specifier. Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 5/18/2015 5 Combined tension and shear Toads 6N pV C Utilization 43N,V [°/a) Status 0.322 0.007 5/3 16 OK PN„=pi,+<=1 6 Warnings • Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate Is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The 0 factor Is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • Hilti post -installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-11, Part D.9.1 Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for pp ausipligyjyJ PROFIS Anchor (c ) 2003-2009 Hilt AG, FL-9494 Schaan HIltl is a registered Trademarkrd�✓iO A(S,% n MILT". www.hilti.us Profis Anchor 2.5.2 Company: Specifier. Address: Phone I Fax: E-Mail: The Boeing Company Sung Cho Page: 6 Project: 9-99 Hydraulic Bridge Sub -Project I Pos. No.: Date: 5/18/2015 7 Installation data Anchor plate, steel: - Profile: Square HSS (AISC); 3.000 x 3.000 x 0.250 in. Hole diameter in the fixture: df = 0.563 in. Plate thickness (input): 0.375 in. Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (3 1/4) Installation torque: 480.001 in.lb Hole diameter in the base material: 0.500 in. Hole depth in the base material: 4.000 in. Recommended plate thickness: not calculated Minimum thickness of the base material: 8.000 in. Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. Coordinates Anchor in. Anchor x y 1 -2.000-3.000. 2 2.000 -3.000 3 -2.000 3.000 4 2.000 3.000 ♦ 3.000 y 3.000 0 0 4 0 0 0 co 0 0 0 0 0 0 0 0 1.000 4.000 1.000 c-x c+x c-y cy, Input data and results must be checked for agreement with the existing conditions and for gAtueitiliV PROFIS Anchor ( c ) 2003-2009 HillAG, FL-9494 Schaan Hilt! Is a registered TrademarkrONMI A64 n www.hilti.us 1■■11IIT1 Profis Anchor 2.5.2 Company: Specifier: Address: Phone I Fax: E-Mail: The Boeing Company Sung Cho Page: Project: Sub -Project I Pos. No.: Date: 7 9-99 Hydraulic Bridge 5/18/2015 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly Instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put In. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an ald to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for pp{{aausikpitli�pg,,f�c PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilt is a registered Trademar,UoogAO AS, '5b of n City of Tukwila Department of Community Development April 29, 2015 CONNIE HARDIN 4600 S 134 PL SEATTLE, WA 98168 RE: Correction Letter # 1 MECHANICAL Permit Application Number M 15-0044 BOEING #9-99 - BR&T LAB - 9725 E MARGINAL WAY S Dear CONNIE HARDIN, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Provide plans stamped and signed by the design professional in charge for this project. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165 . Sincerely, Rachelle Ripley Permit Technician File No. M15-0044 Poit/ 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M15-0044 DATE: 05/21/15 PROJECT NAME: BOEING #9-99 — BR&T LAB SITE ADDRESS: 9725 E MARGINAL WAY S Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: ,, ha ykit.iti\\C Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/26/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 06/23/15 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M15-0044 DATE: 04/20/15 PROJECT NAME: BOEING #9-99 - BR&T LAB SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: �W 11-'lr_it; Bui ing Division s Public Works ► vl "da. .1-5" e5 Fire Prevention spi Structural Planning Division Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/21/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/19/15 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only //�� //�� CORRECTION LETTER MAILED: q\i1/"It�J��`` Departments issued corrections: Bldg 11 Fire ❑ Ping ❑ PW 0 Staff Initials: f4-' 12/18/2013 Date: S^ — City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: M 15-044 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: BOEING #9-99 - BR&T LAB Project Address: 9725 E MARGINAL WAY S Contact Person: �-;tilE$VED 1r OF T JKWUA HAY 21.2015 PERMIT CENTER Phone Number: •q,r3 d Summary of Revision: ( eA C eAAt -0-Cifr' t?e.-5a4-• ��� Si� (A �(� ` r" 1 2il 41 1� 6Z I Wl i ( 'N\ O a-- H-6rV`Grki (1:0 eet Number(s): loud" or highlight all areas of revision including date of revis' n Received at the City of Tukwila Permit Center by: /��✓j//`/' Entered in TRAKiT on W:Wermit Center \Templates\Forms \Revision Submittal Form.doc Revised: March 2014 HOLADAY PARKS INC Page 1 of 3 Home Inicio en .Espanol Contact Search L&I A-7 Index Help My Secure 1.,&I Safety Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of Labor & Industries HOLADAY PARKS INC Owner or tradesperson PARKS, GERALD T JR Principals PARKS, GERALD T JR, PRESIDENT NAILON, JUNE ANNETTE, VICE PRESIDENT O'CONNOR, BONNY K, SECRETARY BECK, DAVID CLARENCE, TREASURER VAN DER VEEN, ERIC M, VICE PRESIDENT (End: 08/14/2013) PIZZEY, GRACE KATHERINE, VICE PRESIDENT (End: 08/14/2013) VAN DER VEEN, JULIE ELIZABETH, MEMBER (End: 08/14/2013) CONNELL, DANIEL AARON, MEMBER (End: 08/14/2013) GIRI, BUIT, MEMBER (End: 08/14/2013) KIEL, RINALD HOWARD, MEMBER (End: 08/14/2013) WHITMYRE, CHRISTIAN, MEMBER (End: 08/14/2013) NELSON, MICHAEL, SECRETARY (End: 11/04/2010) PARKS, DAVID L, TREASURER (End: 11/04/2010) TALBOT, PAUL, TREASURER (End: 11/04/2010) WA UBI No. 578 004 089 4600 S 134TH PL TUKWILA, WA98168 206-248-9700 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. HOLADPI379NO Effective — expiration 01/21/1983— 09/03/2015 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&SAW= 6/9/2015