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HomeMy WebLinkAboutPermit M10-117 - DIGITAL FOREST - DATA EXPANSIODIGITAL FOREST DATA EXPANSION AC-5 12101 TUKWILA INTERNATIONAL BL EXPIRED 03 -22 -I1 M10 -117 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: 0923049031 Address: 12101 TUKWILA INTERNATIONAL BL TURIN Project Name: DIGITAL FOREST - DATA EXPANSION AC -5 Permit Number: M10 -117 Issue Date: 09/23/2010 Permit Expires On: 03/22/2011 Owner: Name: INTERNATIONAL GATEWAY WEST Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Contact Person: Name: JARED SHEEKS Address: 7717 DETROIT AV SW , SEATTLE WA 98106 Email: JARED.SHEEKS @MACMILLER.COM Contractor: Name: MACDONALD /MILLER FAC SOL INC Address: PO BOX 47983 , SEATTLE, WA 98106 Contractor License No: MACDOFS980RU Phone: 206 768 -3806 Phone: 206 - 768 -4180 Expiration Date: 12/31/2010 DESCRIPTION OF WORK: ROOFTOP DUCT REPLACEMENT Value of Mechanical: $40,000.00 Type of Fire Protection: Permit Center Authorized Signature: Fees Collected: $673.56 International Mechanical Code Edition: 2009 Loa ),/, Date: -l' L — ( 0 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 and obtain this mechanical permit. Signature: fl Print Name: Date: 2 /(6 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. doc: IMC -4/10 M10 -117 Printed: 09 -23 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http:/lwww.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 0923049031 Permit Number: M10 -117 Address: 12101 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 08/23/2010 Tenant: DIGITAL FOREST - DATA EXPANSION AC -5 Issue Date: 09/23/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 10: 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. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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 doc: Cond -10/06 M10 -117 Printed: 09 -23 -2010 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Cond -10/06 M10 -117 Printed: 09 -23 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: htqi://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: 1 / /ou se- Date: doc: Cond -10/06 M10 -117 Printed: 09 -23 -2010 els 0 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Meclianical'Permit No. Project No. (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.: 0923049399 Site Address: 12101 TUKWILA INT'L BLVD TUKWILA, WA 98168 Suite Number: Tenant Name: DIGITAL FOREST - DATA EXPANSION AC -5 Property Owners Name: INTERNATIONAL GATEWAY WEST Mailing Address: 12201 TUKWILA INT'L BLVD Floor: New Tenant: ❑ Yes ® .. No SEATTLE City WA 98168 State Zip CONTACT PERSON - Who do we contact wlien your permit is ready to be issued • Name: JARED SHEEKS Day Telephone: (206) 768 -3806 Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 State E -Mail Address: JARED.SHEEKS @MACMILLER.COM City Zip Fax Number: MECHANICAL CONTRACTOR INFORMATION Company Name: MACDONALD MILLER Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 Contact Person: JARED SHEEKS E -Mail Address: JARED.SHEEKS @MACMILLER.COM Contractor Registration Number: MACDOFS980RU City State Zip Day Telephone: (206) 768 -3806 Fax Number: Expiration Date: 12/31/2010 ARCHITECT OF RECORD - All plans must he wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: State Zip Fax Number: ENGINEER OF RECORD - All plans must be wet stamped, by Engineer of Record Company Name: MACDONALD MILLER Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 Contact Person: JARED SHEEKS E -Mail Address: JARED.SHEEKS @MACMILLER.COM H:tApplications \Forms- Applications On Line\2009 Applications \I -2009 - Mechanical Permit Application.doc Revised: 1-2009 bh City State Zip Day Telephone: (206) 768 -3806 Fax Number: Page 1 of 2 1 • Valuation of Project (contractor's bid price): $ 40,000 Scope of Work (please provide detailed information): ROOFTOP DUCT REPLACEMENT Use: Residential: New ❑ Replacement ❑ Commercial: New ® Replacement ❑ Fuel Type: Electric Gas ❑ Other: Indicate type of mechanical work being installed and the quant'ty below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or addition to Heat/Refrig/Cooling System Incinerator — Domestic Other Mechanical Equipment 1 Air Handling Unit <10,000 CFM Incinerator — Comm/Ind 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 Intemational 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 OWN OR ,AUTHORIZED AGENT: is ' Signature: Print Name: DARLA DOLL Date: 08/23/2010 Day Telephone: (206) 768 -4278 Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 Date Application Accepted: City Date Application Expires: State Zip Staff Initials: H:\Applications \Forms- Applications On Line\2009 Applications \1-2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh P e 2 o f 2 1 City of Tukwila 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT ParcelNo.: 0923049031 Permit Number: M10 -117 Address: 12101 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 08/23/2010 Applicant: DIGITAL FOREST - DATA EXPANSION AC -5 Issue Date: Receipt No.: R10 -01654 Initials: User ID: Payee: JEM 1165 Payment Amount: $673.56 Payment Date: 08/23/2010 12:37 PM Balance: $0.00 MACDONALD- MILLER FACILITY SOLUTIONS, INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2632 673.56 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 538.85 000.345.830 134.71 Total: $673.56 PAYMENT RECEIVED doc: Receipt -06 Printed: 08 -23 -2010 EWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. -e. Alf*' /� ��06. STRUCTURAL CALCULATIONS FOR ROOFTOP DUCT AT INTERGATE WEST BUILDING C 12101 TUKWILA INT'L BLVD TUKWILA, WA I REVIEWE FOR CODE COMPLIANCE ,®,®o nvFf StP 21 DIU City of Tukwila �I BUILDING f�\I In We get buildings built. AUGUST 18, 2010 ENW Project No. 09- 053005 CODE: 2006 IBC / ASCE 7 -05 • CITYRR KIMLA AUG 232010 PERMITCE R 1 • 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com IEN\V ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # b \-053OO5 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115(206)525-7560 FAX (206) 522-6698 PROJECT DATE 1-215-1 SUBJECT SHEET 1 OF 11 BY 12)5c(3TION ; PROVIDE A STEEL- P_IP,"ITfozNi -ro 5upp02T ROOFTOP Ducrrw oR' COoE. 1I c 2.o0 (0) SCE, -OS Lo (Ao , , DL , WttG -HT L .. 0 2.5 Ps (Sv.10,-') S1stA Co ZiP Good: 6{6I (.6 \c) 6.5) 5% = 0.52 -`6 ( 2) (3) JIJ • 00- N*1411-r NEW CONDENSATE LINE TO ROOF DRAIN PVC t , 1 2 44. S� w/ F EI DELO I RO 2• -54. 5L DN iB. 6W ROOF ROOF TAP EXISTING II . INTO NEW PLENUM J I1 OPENING } ., EAISTU C LW(E —UP AR UNIT STIN. P UM (EX TN IXISNNG DISCHARGE DUlow (H-0. PLENUM TER EOSR 3 /4TIPC6, CONNECTED TO ) NEW 600 P OUa RK CONNa FF I EXISTING SCREENWAU 56'x56" OPEN' 60*N60'RADIUS a :OW 1 W/ SPUTTER• 3 RAIUNG (BY ERS w/ F a F' • I Fr- EXISTING) • \ PCW FEW : D.OW ROOF PANELS MN NE —11 NPCW (ACU -I 1 (E015Tw5) ( ON PROVIDED W/ HEAT T INSULATION k WEATHER PROOF JACKET - --0 THE ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # PROJECT DATE SUBJECT SHEET 2 OF 11 WIND LOAD e151411 1_0No BY 2 (Pt = 0.ODZ50KzKzt-Ka\ I ( r5f z = 6`i 4} Z /L► _ 21.21 PSF l Z- In Kz3 = I _CI = gZG-Ci. (L) Kd 1.0 =µpH Fv., (z1.2 ?)(O,v) (1.3�ti f4 ) (1.1) T = 1.0 IUS- 1105 G o. 2,5 Cf _ 13 1.6 Sos l ,.\N1 F P = .()0' C12) (1\\t4? = 1. (932 p � ?? Lc rt r st)„) FP .03 5PSip\IQP 0.306 WP (Low ER BooN0) fe = O,Hapsos VIP CI i-Z�Iv 1 0,3ywp (CALLA TLeD) FP 1sGN = (0,3,1)(0.1) = 023 \MP CbAsoI FPpcsL(rW 4f) — 1355 16s I1{ c �I fr� v." g`( I # SPYtNS 0 55 =. 1.53 ` zi ws 51 0,522) SoS a SM5 I.02 ap�25 R1' .o Ip�1.0 ade,a z /ti, z�PcoD' �wiup Fbc -AsMtc I►JD Gov ERN s sE15 not tc D6.S►(gv- HSS ENSENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 DATE SHEET 3 OF II PROJECT # PROJECT SUBJECT CHECK M�Mf3&RS� 57oo 165/0V345-) 2( .S PfF 'vJp,.- _ (26-5 PS-F)( LS) ,„L 2s ( ek. MEMB612 Z �b'GVrt_ RDA = C(Ao,25 P� (bf ei(oy tivs (25 PS6(25') !ALL _ �z.5(�l� _ a5� ►�s z� RT1 = 51S 1to5 Moor C2oo 165> (6.51 =60 0 1125 om' OL 46(.21:5e L 1� J 3 J �� t< 91-9- Ntiv, Pr= 515 t -- 515 ® pL (2_6 .5 PSF- -_-- 10 to PI c noL - (to to v)(_)( %zl 26S Iles w,, (?5 Psi) (y') 100 PLI� ,6OV PL) (5') sot, Iles 7? \(_ G°(972_ S 250 l\''5 qL 7121P.6 PLf L.7 12S PL-1- I s'�o QTt= 61,5" ly, I1ti.. SIC Its BY gag It O I t�xat = — G,°1 { I.10s Prk-74.,.. 2 16, - JN►s'n +f SP Zoe 252 ?I-F thg. f loot/ wl� r 6380 Pt-f) .",USE Pl000 (MPX. R1.1.0.20113LZ / LOIN) = 2.3$ t EENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT DATE SUBJECT SHEET H OF CHEUK cowoecrI005 DL = (� 7 P3 � (5)/2 210S It„S LL = �25PSti�(`C) (S) /2 -:_2-515 ILis TL = St') (Tool -(120o 1b >(o.5)cdoa Its I5 c tJ SE 3 S/ 6 4 0 tJ ∎ 5I KU'( F{ GX H E4,117 CK» Scc2Ev-)s vS1&,_ BY P►0 o o `{' -ON °/G w/ P300 LytwAst, y\o'`I vNis-m-r "0" Cr- c -ttaV> hoot To ?I000 coLumm PI000 -rn Pi000 co u, PIoot LOVIcoSI, Rr� = 51s 11)5 ob \J Hex SGRGWS ITenisto, s 261( PSK = 1,5 IL Lv Pros o PI000 �P. RTI. = s151bs NuL .602 S Gc�c t H(1 CoLuM0 BhSI� CAnm7t.cr o� t� =(L Ps1(2.5) _ (.13 PIS= R = ( (,1.5 Qu >(8 l/z 2 , - 7 rsf) (z, = X2.5 ?if aZ z (CO2.5) (g')/z , 165 , kit 4Z'1 fi 2_.(25-) ( 0 it's R,5 VCvNITtRV1 HOC riaAn 5c•1:ws P3oD7 u{h -N,J L tJ u . ootbs ENSENGINEERS NORTHWEST, INC., P.S. ^ STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT 1 II1p,(rt W 6SP SUBJECT 6r1EU4 EX'SSrlPJcr 2Oe* tlievI s CHa1. EXIsT1 N c Memeesz S tel � 4,1 %)10}(o -1"1* M2> v'1 lb)(2(2 (VATfi G:DOc.• pro l/1> V,1 Uo X26 DATE 8(1`1Ito SHEET 5 OF 11 BY pi_ 15 Psi- + Me-ch ua,-rs LL 2S PSG tmlworkK 36, ?5f. DL = LS es1(.5' _ 75 'L LL (5fst)( 5) = 12S PLF Dal-Ktea v. pt_ke) 2 a 144 Ib5 L� = 12S PLF puc-rwee,4 I9 i Ibs (v '�' -o•• LExi S'(, N(j,� _ ittsur.ne boo PUf f6g. EIirIKe i,eta /1 2 -7' `O 145) !(V,' o� 7s- Ptf LL - 12S Pk-r oyi- `fNltizvc = ►y`i OL 5 PL►' LL 1 I2-S PL DotioloavC Y 144 As 0 6-0- (,,,z,aT1 ows ' mei) :ti( = aa5 pL = -75 PiF LL s 2s P1.k urrwaad- I'1'1 !h1 (J 2 Lb ari 0 iu5 C6'`"'tZ Title : Dsgnr: Description : Scope : Job # Date: 3:14PM, 17 AUG 10 (D JLI Rev 580007 User. KW-0608898, Ver5.8.0,1- Dec-2003 (c)1983.2003 ENERCALC Engineering Software Multi -Span Steel Beam Page 1 ductworkecw.Catcutations Description INTERGATE WEST BLDG C EXISTING ROOF MEMBERS ANALYSIS General Information Fy - Yield Stress 36.00 ksi All Spans Considered as Individual Beams Load Duration Factor Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 1.15 ...._ .. ....... ,. a.. _. Span Information VA \ (J4'L 1\A Description span ft Steel Section End Fixity W18X48 27.00 W18X46 Pin -Pin W16X26 19.00 W16X26 Pin -Pin W16X28 19.50 VI/16X26 Pin -Pin Unbraced Length ft 2.00 2.00 2.00 Loads Live Load Used This Span ? Yes Y....... , Y.; .: r ,�.� ,,",,.v ._... ,. „,,.....k. , Dead Load k/ft 0.075 0.075 0.075 Live Load k/ft 0.125 0.125 0.125 Dead Load k/ft 0.300 Live Load k/ft 0.300 Start ft End ft 27.000 DL `. Left k/ft 0.200 DL @ Right k/ft 0.200 LL @ Left k/ft LL @ Right kift Start ft End ft 14.000 Point #1 DL k 0.144 0.144 0.144 LL k @ X ft DL k 8.000 3.000 0.144 3.000 0.144 • kU- "TIA R E E G, pp.< 1 --1.1---. EMS, LL k @ X ft :::: DL k 10.000 0.144 9.000 _I LL k @ X ft 17.000 Results Mmax @ Cntr @X= Max @ Left End Max @ Right End k -ft ft k -ft k -ft fb : Actual psi Fb : Allowable psi fv : Actual psi Fv : Allowable psi 18.81 13.32 0.00 0.00 2,862.0 27,324.0 Bending OK 430.9 14,400.0 44.88 9.37 0.00 0.00 14,037.8 27,324.0 Bending OK 2,440.5 14,400.0 10.39 9.36 0.00 0.00 3,249.4 27,324.0 Bending OK 548.0 14,400.0 Reactions & Deflections Shear @ Left k Shear @ Right k Reactions... DL @ Left k LL @ Left k Total @ Left k DL @ Right k LL @ Right k Total @ Right k Max. Deflection in @X= ft Span/Deflection Ratio 2.80 9.57 2.15 2.74 8.86 2.04 1.11 1.69 2.80 1.06 1.69 2.74 -0.120 13.50 2,707.0 5.54 4.04 9.57 4.82 4.04 8.86 -0.332 9.50 685.9 0.93 1.22 2.15 0.82 1.22 2.04 -0.081 9.75 2,893.6 Title : Dsgnr: Description : Scope: Job # Date: 3 :14PM, 17 AUG 10 7A1 Rev 580007 User. KW- 0606898, Ver 5.8.0, 1-Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Multi -Span Steel Beam Page 2 ductworicecw.Calcutations Description INTERGATE WEST BLDG C EXISTING ROOF MEMBERS ANALYSIS Query Values Location Shear Moment Max. Deflection ft k k -ft in 0.00 2.80 0.00 0.0000 0.00 9.57 0.00 0.0000 0.00 2.15 0.00 0.0000 0.00 0.00 0.00 0.0000 0.00 0.00 0.00 0.0000 0.00 0.00 0.00 0.0000 0.00 0.00 0.00 0.0000 0.00 0.00 0.00 0.0000 ENGINEERS NORTHWEST, INC., P.S. 6869 WOODLAWN AVE NE, #205 SEATTLE, WA 98115 * * * * Property of Engineers Northwest, Inc., P.S.** * EXISTING STEEL JOIST ANALYSIS WITH NON - UNIFORM LOADS Input =I Project Number = 09-053005 Project Name = Intergate West Building C Location = Design By = INPUT JOIST INFO: Joist Type = Joist Designation = Span, L = Modulus of Elasticity, E = Moment of Inertia, IX = K-Series 16K4 19.5 78.8 ORIGINAL DESIGN LOADS Full Uniform: w= Distributed: 1 2 3 4 5 Moment: 1 2 3 493 Start Ib/ft ft ksi in4 RL 1 SHEET OF a a +p +W2 +M End x b (ft) I wt (Ib/ft) I c (ft) I W2 (lb/ft) d (ft) 1 M (ft-lb.) NEW DESIGN LOADS Full Uniform: w= Distributed: 1 2 3 4 5 Moment: 1 2 3 ) 200 Start Ibift Load Descrip. End b (ft) I w1 (I) I c (ft) I W2 (Ib/ft) d (ft) 1 M (ft-lb.) Load Descrip. Point: 1 Load 2 Descrip. 3 4 5 6 7 8 Point: 1 Load 2 Descrip. 3 4 5 6 7 8 a(ft) 1 P(Ib) a (ft) 1 P (lb) 8 144 16 144 Load Descrip. Load Descrip. RR 8 /17/2010 16k4_Ex stJolstAnalysts.x sx OUTPUT ORIGINAL DESIGN LOADS End Reactions: RL = 4806.75 Ibs. ENGINEERS NORTHWEST, INC., PS. 6869 WOODIAWN AVE NE, #205 SEATTLE, WA 98115 RR = 4806.75 lbs. Minimum Design Web Shear: Vw MIN = 1201.69 Ibs. (25% of end reaction per SJI Specifications) Maximum Moments: MI +iMAx = 23432.906 ft-lb @ x = 9.75 ft M" MAx = 0 ft-lb @ x = 0 ft Point of Zero Shear: x (v=o) = 9.75 ft Maximum Deflections: -AMAX = -0.81 in @ x = 9.75 ft +■%4Ax = 0 in @ x = 19.5 ft ARAno = 11289 NEW DESIGN LOADS End Reactions: RL = 2060.7692 Ibs. Maximum Moments: Mt +)MAX = 10337.011 ft-lb @ x = 9.5838 ft M"mAx = 0 ft-Ib @ x = 0 ft RR = 2127.23 lbs. Point of Zero Shear: x (v=o) = 9.584 ft Note: If the location of the point of zero shear moves more than 1'-0" +/- between the original design Toads and the new design loads, stress reversals could occur in the diagonal web members. If adjacent diagonal web members are not the same size, further detailed joist analysis would be required. Maximum Deflections: -AMAX = -0.36 in @ x = 9.7549 ft +AMAX = 0 in @ x = 0 ft RATIO = L/650 MAXIMUM STRESS RATIOS Ustx:ar = 0.488 © x = 7.02 ft Upending = 0.451 © x = 15.99 ft COMMENTS: x' - r/,vG- 16 K I 5 6 k-.P1/4-‘1 SHEET 1 OF N 8 /17/2010 16k4 ExistloistAnalysis.xlsx INPUT ENGINEERS NORTHWEST, INC., PS. 6869 WOODLAWN AVE NE, #205 SEATTLE, WA 98115 * * * * Property of Engineers Northwest, Inc., P.S. * * * EXISTING STEEL JOIST ANALYSIS WITH NON - UNIFORM LOADS Input = Project Number = 09- 053005 Project Name = Intergate West Building C Location =1 Design By = JOIST INFO: Joist Type = Joist Designation = Span, L = Modulus of Elasticity, E = Moment of Inertia, IX = K Series 24K6 27 29000 223 ORIGINAL DESIGN LOADS Full Uniform: w= Distributed: 1 2 3 4 5 Moment: 1 2 3 504 Start Ib/ft ft ksi in4 R 1 P +w +w2 +M SHEET ` v OF - &C(STINU +w fr x End b (ft) I wt (Ib/ft) ' c (ft) 1 w2 (iblft) d (ft) 1 M (ft-lb.) NEW DESIGN LOADS Full Uniform: w= Distributed: 1 2 3 4 5 Moment 1 2 3 200 Start Ib/ft Load Descrip. End b (ft) ' wi (Ib/ft) I c (ft) ' W2 (Iblft) d (ft) 1 M (ft-lb.) Load Descrip. Load Descrip. Point: 1 2 3 4 5 6 7 8 Point: 1 Load 2 Descrip. 3 4 5 6 7 8 a (ft) 1 P (lb) a (ft) 1 P (lb) 8 144 Load Descrip. Load Descrip. 8/17/2010 ExistloistAnalysls.xlsx OUTPUT ORIGINAL DESIGN LOADS 1 End Reactions: R1 = 6804 lbs. ENGINEERS NORTHWEST, INC, P.S. 6869 WOODLAWN AVE NE. 8205 SEATTLE, WA 98115 RR = 6804 lbs. Minimum Design Web Shear: Vw MIN = 1701 lbs. (25% of end reaction per SJI Specifications) Maximum Moments: rie MAx = 45927 ft-lb @ x = 13.5 ft fe1MAx = 0 ft-lb @ x = 0 ft Point of Zero Shear: x (v=o) = 13.5 ft Maximum Deflections: -AmAx = -1.07 in @ x = 13.5 ft +Amax = 0 in @ x = 0 ft DRATIO = 11303 NEW DESIGN LOADS End Reactions: RL = 2801.3333 lbs. Maximum Moments: MWMAx = 18805.551 ft-lb @ x = 13.2867 ft M1-1MAx = 0 ft-lb @ x = 0 ft RR = 2742.67 lbs. SHEET 1l OF 11 Point of Zero Shear: x (v -0) = 13.287 ft Note: If the location of the point of zero shear moves more than 1'-0" +/- between the original design Toads and the new design loads, stress reversals could occur in the diagonal web members. If adjacent diagonal web members are not the same size, further detailed joist analysis would be required. Maximum Deflections: -Amax = -0.44 in @ x = 13.4553 ft +AMAx= 0 in @ x= 0 ft RATIO = L/736 MAXIMUM STRESS RATIOS Uebeer = 0.431 @ x = 7.56 ft Ubending = 0.418 @ x = 7.56 ft COMMENTS: 1 ex is-v(4 cr Iiit b I b oI.L_ 8/17/2010 E xistl olstAnalysls.xlsx 02 -01 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director JARED SHEEKS 7717 DETROIT AV SW SEATTLE WA 98106 RE: Permit No. M10 -117 12101 TUKWILA INTERNATIONAL BL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 03/22/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 03/22/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. M10-1 17 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ESN'" WSTRUCTURAL. ENGINE ENGINEERS Engineers Northwest Inc., P.S. DATE: August 31, 2010 TO: City of Tukwila 6300 South center Blvd., Suite 100 Tukwila, WA 98188 ATTN: Mr. Johannessen Plan Examiner RE: Sabey Intergate West - Building C (ROOFTOP DUCTWORK) (Permit No. M10-117) Page 1 of 1 Mr. Johannessen, Below is a response to the comment made on the Rooftop Ductwork project at Sabey Intergate West - Bldg. C. STRUCTURAL COMMENTS: 1. Provide special Inspection table specifying "Special Inspection" required for the assembly of all structural components for the project. (IBC Section 1704). ENW RESPONSE: PLEASE SEE REVISED STRUCTURAL DRAWINGS. Should you require anything further, don't hesitate to contact us. RECEIVED CITY OF TUKWILA Regards, SEP 14 2010 Dale Kaemingk, P.E., S.E. Vice Prssldent PERMIT CENTER ENGINEERS NW INC. We get buildings built. • 0 • 6869 Woodlawn Avenue NE • Seattle, WA 98115 • 206.525.7560 • fax 206.522.6698 www.enwseattle.com • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 25, 2010 Jared Sheeks 7717 Detroit Av SW Seattle, WA 98106 RE: Correction Letter #1 Mechanical Permit Application Number M10 -117 Digital Forest Expansion, AC -5 —12101 Tukwila International BI Dear Mr. Sheeks, This letter is to inform you of corrections that must be addressed before your mechanical 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 Building Department. The Fire Department has no comments at this time. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, 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, please contact me at (206) 431 -3670. Sincerely, rshall ician encl File: M10 -117 W:\Pennit Center \Correction Letters\2010\M10 -117 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • 1 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: August 25, 2010 Project Name: Digital Forest - Data Expansion AC -5 Permit #: M10 -117 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a quality control inspection table specifying "Special Inspections" required for assembly of all structural components for this project. (IBC Section 1704) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. b PERT MORD C 114 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -117 DATE: 09/14/10 PROJECT NAME: DIGITAL FOREST SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEP RTMENTS: g ui ding Division Public Works Fire Prevention n Planning Division nStructural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 09/16/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete. Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/14/10 Approved Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28112 • RD C MY• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -117 DATE: 08/23/10 PROJECT NAME: DIGITAL FOREST - DATA EXPANSION AC -5 SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPA TMENTS: B I din ivislon .1I Public Works ire Preven ion rip Structural Planning Division u ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete tgr Comments: Incomplete n DUE DATE: 08/24/10 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) $.1. Notation: REVIEWER'S INITIALS: DUE DATE: 09/21/10 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.ci.tukwila.wa.us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9 -13 -2010 Plan Check/Permit Number: M10-117 11 Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: DIGITAL FOREST Project Address: 12101 TUKWILA INT'L BLVD TUKWILA, WA 98168 Contact Person: JARED SHEEKS Phone Number: (206) 768 -3806 Summary of Revision: CLOUDED NOTES ON STRUCT DRAWINGS IN RESPONSE TO MR. JOHANNESSEN'S COMMENTS IN REFERENCE TO SPECIAL INSPECTIONS REQUIRED FOR THE ASSEMBLY OF ALL STRUCTRUAL COMPONENTS FOR THE PROJECT (IBC SECTION 1704). Sheet Number(s): S1 "Cloud" or highlight all areas of revision including date of revision \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Prater Friendly Page • Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with L8I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information I Name MACDONALD /MILLER FAC SOL INC UBI No. 602254260 Phone 2067684180 Status Active Address Po Box 47983 License No. MACDOFS980RU Suite /Apt. License Type Construction Contractor City Seattle Effective Date 12/31/2002 State WA Expiration Date 12/31/2010 Zip 98106 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status DIVCOI *988RC DIVCO INCORPORATION Construction Contractor General Unused 12/3/2002 11/7/2010 Active MACDOMR026RU MACDONALD MILLER RSDNTL INC Construction Contractor General Unused 12/31 /1998 12/31/2001 Archived DIVCOI *031L4 DIVCO INC Construction Contractor General Unused 6/24/1997 8/1/2003 Archived MACDOMR0760P MACDONALD MILLER RESIDENTIAL Construction Contractor General Unused 9/17/1993 12/30/1998 Archived DIVCOEC188LC DIVCO ENERGY CONTROL COMPANY Construction Contractor General Unused 6/3/1982 5/26/1997 Archived MACDOM *248J9 MACDONALD MILLER CO Construction Contractor General Unused 4/29/1976 2/1/2002 Archived ENCOMMS984CA ENCOMPASS MECHANICAL SERVICES Construction Contractor General Unused 2/1 /2002 2/1/2004 Expired LINFOAR980QG LINFORD AIR 8 REFRIGERTN INC Construction Contractor General Unused 11/7/2002 11/7/2004 Inactive Business Owner Information Name Role Effective Date Expiration Date TURLEY, DOUGLAS Chief Executive Officer 02/13/2008 TURLEY, DOUGLAS Chief Operating Officer 02/13/2008 WEBSTER, MARK E Member 05/14/2010 HOEL, STEPHANIE W Member 05/14/2010 https: // fortress .wa.gov /lni/bbip /Print.aspx 09/23/2010 02:37:54 PM, Monday, June 23, 2008 SYMBOL DESCRIPTION - POWERED 1 1/2 HOUR FIRE/SMOKE DAMPER: LOW VELOCITY, VERTICAL OR FSD -1 FSD -2 FSD -3 FSD -4 FSD -5 FSD -6 SD -1 SD -2 HORIZONTAL, 3-V BLADE,LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FSD 212 OR EQUAL. 1 1/2 HOUR FIRE/SMOKE DAMPER: MEDIUM VELOCITY, VERTICAL OR HORIZONTAL, AIRFOIL BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FSD 312 OR EQUAL. 3 HOUR FIRE/SMOKE DAMPER: LOW VELOCITY, VERTICAL OR HORIZONTAL, 3V BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FSD 231 OR EQUAL. 3 HOUR FIRE/SMOKE DAMPER: MEDIUM VELOCITY, VERTICAL OR HORIZONTAL, AIR FOLD BLADE, LEAKAGE CLASS 1, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FSD 311 OR EQUAL. 1 1/2 HOUR TUNNEL CORRIDOR FIRE/SMOKE DAMPER: LOW VELOCITY, 3V BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK CFSD 212 -1 OR EQUAL. 1 1/2 HOUR OUT OF WALL FIRE/SMOKE DAMPER: LOW VELOCITY, VERTICAL , 3V BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK OF SD 212 OR EQUAL. SMOKE DAMPER: GREENHECK SMD 202 OR EQUAL. SMOKE DAMPER: GREENHECK SMD 202 OR EQUAL. MD -1 O MOTORIZED CONTROL DAMPER -LOW VELOCITY GREENHECK VCD -23 OR EQUAL. MD -2 MOTORIZED CONTROL DAMPER: MEDIUM VELOCITY AIRFOIL BLADES GREENHECK VCD-33 OR EQUAL. SCD -1 SC SMOKE CONTROL MOTORIZED DAMPER: LOW VELOCITY GREENHECK SMD 202 OR EQUAL. SCD -2 SMOKE CONTROL MOTORIZED DAMPER: MEDIUM VELOCITY AIRFOIL BLADE, GREENHECK SMD 301 OR EQUAL. NOTES 1,2 NOTES: 1. ACTUATOR BY MECHANICAL CONTRACTOR, WIRING BY ELECTRICAL CONTRACTOR 2. INTERLOCK OF SMOKE DAMPER TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR 3. CONTROL FROM LOCAL DETECTOR 4. CONTROL FROM DUCT DETECTOR 5. OPEN /CLOSED POSITION INDICATOR 6. DAMPER FAILS OPEN 7. DAMPER FAILS CLOSED 1,2 1,2 1,2 1,2 1,2 1,2 1,2 3 4 1,2 1,2 SYMBOL DESCRIPTION -NON POWERED FD -1 FD -2 FD -3 FD -4 FD -5 FD -4 EQUAL. BDD 1 1/2 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL OR HORIZONTAL. , 165° F FUSABLE LINK, BLADE IN AIR STREAM, GREENHECK DFD 150 TYPE A OR EQUAL. 1 1/2 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL OR HORIZONTAL, 165° F FUSABLE LINK, BLADE OUT OF AIR STREAM, GREENHECK DFD 150 TYPE B OR EQUAL. 3 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL OR HORIZONTAL, 165° F FUSABLE LINK, BLADE IN AIR STREAM, GREENHECK DFD 350 TYPE A OR EQUAL. 3 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL OR HORIZONTAL, 165° F FUSABLE LINK, BLADE OUT OF AIR STREAM, GREENHECK DFD 350 TYPE B OR EQUAL. 1 1/2 HOUR DYNAMIC FIRE DAMPER: LOW VELOCITY, NARROWLINE, VERTICAL - FOR INSTALLATION BETWEEN 2 TRANSFER GRILLES IN A WALL ASSEMBLY, 165° F FUSABLE LINK, GREENHECK DFD -110 OR EQUAL. CEILING RADIATION DAMPER: GREENHECK CRD-2 OR EQUAL. BACKDRAFT DAMPER: GREENHECK WD 330 (VERT) OR WD-100 � � (HORIZONTAL) OR BAR BAROMETRIC RELIEF DAMPER: (.05 OPNG PRESSURE SHOWN) RUSKIN CBD2. NO SUBSTITUTE ALLOWED. L-- VOLUME DAMPER: SHOP FABRICATED, W /LOCKING QUADRANT. 'SEPARATE PERMIT REQUIRED FOR ❑ Mei anic:al . - _ IIectricat... _ =- Plumbing Piping City of Tukwila BUILDING DIVISION NOTES ROOFTOP DUCT REPLACEMENT: DEMOLISH EXISTING ROOFTOP DUCT SERVING AC-1 AND REPLACE WITH NEW 64 "x64" INTERNALLY INSULATED DUCT PER PLANS. STRUCTURAL CALCULATIONS ARE INCLUDED. TITLE PROJECT ENGINEER ACCOUNT MANAGER SHEET METAL FOREMAN NAME JARED SHEEKS STEVE FLINK LARRY MAYRAND COMPANY MACDONALD - MILLER MACDONALD - MILLER MACDONALD - MILLER PHONE NUMBER 208 -768 -3806 253 -680 -3172 206 - 255 -4750 E -MAIL jared.sheeks @macmiiler.com steve.flink @macmiller.com larry.mayrandAmacmiiler.com REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1 1. THE HVAC SYSTEM FOR THIS PROJECT IS BASED ON THE FOLLOWING CRITERIA: ROOF "U" VALUE (BTUH/S.F. °F) = N/A WALL "U" VALUE (BTUH/S.F. °F) = N/A FLOOR "U" VALUE (BTUH/S.F. °F) = WA GLASS "U" VALUE (BTUH/S.F. °F) = WA GLASS SHADE COEFF. = N/A LIGHTING (WATTS /S.F.) = WA MISC. EQUIP. (WATTS /S.F.) = WA PEOPLE DENSITY (S.F. /PERSON) = WA COOLING INDOOR DESIGN TEMP ( °F) = WA COOLING OUTDOOR DESIGN TEMP (°F) = WA HEATING INDOOR DESIGN TEMP (°F) = WA HEATING OUTDOOR DESIGN TEMP ( °F) = NIA REVIEWED FOR CODE COMPLIANCE APPR(9VED SEP 21 2010 Cltyof la BUILDING VISION 2. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 3. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2006 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE AND STATE AND LOCAL CODES AND ORDINANCES. 4. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 2006 IMC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28° DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM. 5. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 6. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, PER 2006 WSEC. - DUCT WRAP, WHERE INDICATED, SHALL BE 1 1/2" 0.75 LB /CU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUM. FOIL VAPOR BARRIER (R-4.2 MIN.). - SOUND LINING, WHERE INDICATED, SHALL BE 1" 1.5 LB /CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 6000 FPM (R-4.2 MIN.). - DUCT BOARD, WHERE INDICATED, SHALL BE 1" RIGID FRK FACED El 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT (R -4.3 MIN.). AIR DUCT (R-4.3 MIN.). 7. FLEX DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 1/2° FIBERGLASS INSULATION, AND NON - PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEX DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 12' IN LENGTH UNLESS NOTED OTHERWISE. 8. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1613 OF THE 2006 IBC. 9. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.5 OF THE 2006 IBC. PROVIDE CEILING FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.6.2 OF THE 2006 IBC. INSTALL FIRE DAMPERS SMOKE DAMPERS AND FIRE/SMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND THE REQUIREMENTS OF THE CODE. 10. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 11. PROVIDE RETURN DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL NEW HEATING, COOLING, OR VENTILATION EQUIPMENT MOVING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION 606 OF THE 2006 IMC. POWER AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. 12. HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. MINIMUM ACCESS DOOR SIZE FOR VALVES AND DAMPERS TO BE 18" X 18 ". 13. HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE POWER WIRING WITH ELECTRICAL CONTRACTOR. 14. MOTORS STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 15. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION I N TO BE PROVIDED TO THE BUILDING OWNER. RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM, INCLUDING SIZES, AND THE TERMINAL AIR AND WATER DESIGN FLOW RATES. 16. OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT INCLUDE: SUBMITTAL DATA, NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY, HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE OPERATIONAL NARRATIVE FOR EACH SYSTEM. 17. COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON STATE ENERGY CODE (WSEC) SECTION 1416 AND WITH LEED NC-2.1 FUNDAMENTAL BUILDING SYSTEMS COMMISSIONING AND ADDITIONAL COMMISSIONING. 18. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER 19. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING MUST OCCUR: - ALL VERTICAL JOINTS INSIDE THE SHAFT SHOULD BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC). - TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC). - ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHOULD BE CAULKED. FILLING WITH ROCK WOOL OR FIRESAFING ( "MONOCOAT") IS NOT ACCEPTABLE (BY GC). - ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING) SHOULD BE SEALED WITH FIRE CAULKING ON BOTH SIDES OF THE PENETRATION. - USE SECTION 909.5 OF THE 2006 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR SMOKE BARRIER CONSTRUCTION. - ALL DOORS MUST BE PROVIEDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM/SHAFT PRESSURE. 20. DAMPERS USED FOR OUTDOOR AIR INTAKE, EXHAUST, OR RELIEF SHALL HAVE THE FOLLOWING MAXIMUM LEAKAGE RATES AT 1" W.G. (PER AMCA STANDARD 500): MOTORIZED DAMPERS:10 CFM /S.F. GRAVITY DAMPERS: 20CFM /S.F. (40 CFM /S.F. FOR DAMPERS SMALLER THAN 24" IN EITHER DIMENSION). 21. OUTSIDE AIR INTAKE, EXHAUST, AND RELIEF DAMPERS SERVING CONDITIONED SPACES MUST BE MOTORIZED (FAIL CLOSED) PER WSEC 1412.4.1, EXCEPT AS ALLOWED BY WSEC. 22. RETURN AIR SHAFTS TO BE CONSTRUCTED BY THE G.C. TO WITHSTAND A MINIMUM 20 PSF DIFFERENTIAL PRESSURE ACROSS THE WALL. DIFFERENTIAL PRESSURE IS BASED UPON THE MAXIMUM STATIC PRESSURE CAPABILITY OF FAN SYSTEMS SUBJECT TO AUTOMATIC DAMPER CLOSURE. 23. PRESSURIZATION SHAFTS SHALL BE CONSTRUCTED BY THE G.C. AS FOLLOWS: - SHAFTS SERVED BY PRESSURIZATION FANS RATED UP TO 1" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 10 PSF DIFFERENTIAL PRESSURE. - SHAFTS SERVED BY PRESSURIZATION FANS RATED BETWEEN 1 -2.5" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 20 PSF DIFFERENTIAL PRESSURE. - FOR SHAFTS SERVED BY PRESSURIZATION FANS RATED ABOVE 2.5° STATIC PRESSURE, CONTACT MECHANICAL ENGINEER. APN # 0923049309 LEGAL DESCRIPTION: BEGIN NW CORNER OF NE 1/4 OF SE 1/4 TH S 89 -16 -35 E 100 FT TH S 24 -13 -53 E 567.42 FT TO POINT OF BEGINNING TH N 66 -35-01 E 120.47 FT TH N 20 -23 -23 W 27.58 FT TH N 65 -32 -34 E 165 FT TO POINT ON WLY RNV LINE OF PRIMARY STATE HIGHWAY NO 1 (SR 99) SOUTH 118TH ST TO JCT SSH NO 1 -1( APPROVED JULY 23, 1957 TH FOLLOWING SAID WLY RNV LINE S 24 -27 -26 E 110.84 FT TH FOLLOWING SAID WLY RAN LINE N 65 -32 -34 E 10 FT TH FOLLOWING SAID WLY RNV LINE S 24 -27 -26 E 200 FT TH FOLLOWING SAID WLY R/W LINE N 65 -32 -34 E 20 FT TH FOLLOWING SAID WLY R/W LINE S 24-27 -26 E 126 FT TH FOLLOWING SAID WLY R/W LINE ALONG ARC OF 2805 FOOT RADIUS NON TANGENT CURVE TO RIGHT CENTER BEARING S 65 -32 -34 W THRU C/A OF 0 -12 -18 DISTANCE OF 10.03 FT TH S 65 -30 -25 W 199.33 FT TH N 22 -47 -01 W 21.44 FT TH S 63 -32-48 W 62.13 FT TH S 65 -46-07 W 58.17 FT TH N 24 -13 -53 W 402.19 FT TO POINT OF BEGINNING LOT C OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98 -0033 RECORDING NO 9810059013 12101 TUKWILA INTERNATIONAL BLVD TUKW LA, WA VICINITY MAP NO SCALE FELE COPY Permit No. kk\ J \`/ Plan review approval is subject to errors and omissions. A °)rova1 of construction documents does not authorize th violation of any adopted code or ordinance. Receipt of approved F' d Copy and conditions is acknowledged: By , 4cn" ' Date: c r/a 3 1(0 City Of'Tiukwila BUILDING DIVISION CZ) MacDonald - Miller FACILITY SOLUTIONS DESCRIPTION SYMBOL DESCRIPTION SYMBOL BARE SHEETMETAL ROUND SHEETMETAL WRAPPED W/ INSULATION (2 ") 14/12 120W SOUNDLINE SHEETMETAL (1" LINING) SHEETMETAL WRAPPED W/ INSULATION (2 ") DIGITAL FOREST DATA CENTER EXPANSION ROOFTOP DUCT REPLACEMENT 12101 TUKWILA INT'L BLVD TUKWILA, WA CLEANROOM QUALITY DUCTWORK BARE FLAT OVAL SHEETMETAL SCHEDULES & NOTES - HVAC 14/12 SL 14/12 C C C I- v O C LL a DRAWING NUMBER: C- 1490 - 7306194 -00 -00 14/12 W 14/124e- cc m a Z Li o U SHEET NUMBER: TMO.O1 BARE ROUND SHEETMETAL FLAT OVAL FLAT SHEETMETAL W/ INSULATION (2 ") 120 14/12-e- W EXPOSED QUALITY SHEETMETAL EXAMPLE OF NEW EXAMPLE OF DEMO DUCTBOARD (1" FIBERGLASS) 14/12 Q 14/12 DB 14/71-2 EXAMPLE OF NOT IN CONTRACT (NIC) FLEX DUCT 14/12 / EXAMPLE OF EXISTING FLEX CONNECTOR 14/ 12 3 ROOFTOP DUCT REPLACEMENT: DEMOLISH EXISTING ROOFTOP DUCT SERVING AC-1 AND REPLACE WITH NEW 64 "x64" INTERNALLY INSULATED DUCT PER PLANS. STRUCTURAL CALCULATIONS ARE INCLUDED. TITLE PROJECT ENGINEER ACCOUNT MANAGER SHEET METAL FOREMAN NAME JARED SHEEKS STEVE FLINK LARRY MAYRAND COMPANY MACDONALD - MILLER MACDONALD - MILLER MACDONALD - MILLER PHONE NUMBER 208 -768 -3806 253 -680 -3172 206 - 255 -4750 E -MAIL jared.sheeks @macmiiler.com steve.flink @macmiller.com larry.mayrandAmacmiiler.com REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1 1. THE HVAC SYSTEM FOR THIS PROJECT IS BASED ON THE FOLLOWING CRITERIA: ROOF "U" VALUE (BTUH/S.F. °F) = N/A WALL "U" VALUE (BTUH/S.F. °F) = N/A FLOOR "U" VALUE (BTUH/S.F. °F) = WA GLASS "U" VALUE (BTUH/S.F. °F) = WA GLASS SHADE COEFF. = N/A LIGHTING (WATTS /S.F.) = WA MISC. EQUIP. (WATTS /S.F.) = WA PEOPLE DENSITY (S.F. /PERSON) = WA COOLING INDOOR DESIGN TEMP ( °F) = WA COOLING OUTDOOR DESIGN TEMP (°F) = WA HEATING INDOOR DESIGN TEMP (°F) = WA HEATING OUTDOOR DESIGN TEMP ( °F) = NIA REVIEWED FOR CODE COMPLIANCE APPR(9VED SEP 21 2010 Cltyof la BUILDING VISION 2. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 3. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2006 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE AND STATE AND LOCAL CODES AND ORDINANCES. 4. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 2006 IMC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28° DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM. 5. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 6. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, PER 2006 WSEC. - DUCT WRAP, WHERE INDICATED, SHALL BE 1 1/2" 0.75 LB /CU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUM. FOIL VAPOR BARRIER (R-4.2 MIN.). - SOUND LINING, WHERE INDICATED, SHALL BE 1" 1.5 LB /CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 6000 FPM (R-4.2 MIN.). - DUCT BOARD, WHERE INDICATED, SHALL BE 1" RIGID FRK FACED El 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT (R -4.3 MIN.). AIR DUCT (R-4.3 MIN.). 7. FLEX DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 1/2° FIBERGLASS INSULATION, AND NON - PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEX DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 12' IN LENGTH UNLESS NOTED OTHERWISE. 8. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1613 OF THE 2006 IBC. 9. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.5 OF THE 2006 IBC. PROVIDE CEILING FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.6.2 OF THE 2006 IBC. INSTALL FIRE DAMPERS SMOKE DAMPERS AND FIRE/SMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND THE REQUIREMENTS OF THE CODE. 10. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 11. PROVIDE RETURN DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL NEW HEATING, COOLING, OR VENTILATION EQUIPMENT MOVING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION 606 OF THE 2006 IMC. POWER AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. 12. HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. MINIMUM ACCESS DOOR SIZE FOR VALVES AND DAMPERS TO BE 18" X 18 ". 13. HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE POWER WIRING WITH ELECTRICAL CONTRACTOR. 14. MOTORS STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 15. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION I N TO BE PROVIDED TO THE BUILDING OWNER. RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM, INCLUDING SIZES, AND THE TERMINAL AIR AND WATER DESIGN FLOW RATES. 16. OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT INCLUDE: SUBMITTAL DATA, NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY, HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE OPERATIONAL NARRATIVE FOR EACH SYSTEM. 17. COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON STATE ENERGY CODE (WSEC) SECTION 1416 AND WITH LEED NC-2.1 FUNDAMENTAL BUILDING SYSTEMS COMMISSIONING AND ADDITIONAL COMMISSIONING. 18. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER 19. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING MUST OCCUR: - ALL VERTICAL JOINTS INSIDE THE SHAFT SHOULD BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC). - TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC). - ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHOULD BE CAULKED. FILLING WITH ROCK WOOL OR FIRESAFING ( "MONOCOAT") IS NOT ACCEPTABLE (BY GC). - ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING) SHOULD BE SEALED WITH FIRE CAULKING ON BOTH SIDES OF THE PENETRATION. - USE SECTION 909.5 OF THE 2006 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR SMOKE BARRIER CONSTRUCTION. - ALL DOORS MUST BE PROVIEDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM/SHAFT PRESSURE. 20. DAMPERS USED FOR OUTDOOR AIR INTAKE, EXHAUST, OR RELIEF SHALL HAVE THE FOLLOWING MAXIMUM LEAKAGE RATES AT 1" W.G. (PER AMCA STANDARD 500): MOTORIZED DAMPERS:10 CFM /S.F. GRAVITY DAMPERS: 20CFM /S.F. (40 CFM /S.F. FOR DAMPERS SMALLER THAN 24" IN EITHER DIMENSION). 21. OUTSIDE AIR INTAKE, EXHAUST, AND RELIEF DAMPERS SERVING CONDITIONED SPACES MUST BE MOTORIZED (FAIL CLOSED) PER WSEC 1412.4.1, EXCEPT AS ALLOWED BY WSEC. 22. RETURN AIR SHAFTS TO BE CONSTRUCTED BY THE G.C. TO WITHSTAND A MINIMUM 20 PSF DIFFERENTIAL PRESSURE ACROSS THE WALL. DIFFERENTIAL PRESSURE IS BASED UPON THE MAXIMUM STATIC PRESSURE CAPABILITY OF FAN SYSTEMS SUBJECT TO AUTOMATIC DAMPER CLOSURE. 23. PRESSURIZATION SHAFTS SHALL BE CONSTRUCTED BY THE G.C. AS FOLLOWS: - SHAFTS SERVED BY PRESSURIZATION FANS RATED UP TO 1" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 10 PSF DIFFERENTIAL PRESSURE. - SHAFTS SERVED BY PRESSURIZATION FANS RATED BETWEEN 1 -2.5" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 20 PSF DIFFERENTIAL PRESSURE. - FOR SHAFTS SERVED BY PRESSURIZATION FANS RATED ABOVE 2.5° STATIC PRESSURE, CONTACT MECHANICAL ENGINEER. APN # 0923049309 LEGAL DESCRIPTION: BEGIN NW CORNER OF NE 1/4 OF SE 1/4 TH S 89 -16 -35 E 100 FT TH S 24 -13 -53 E 567.42 FT TO POINT OF BEGINNING TH N 66 -35-01 E 120.47 FT TH N 20 -23 -23 W 27.58 FT TH N 65 -32 -34 E 165 FT TO POINT ON WLY RNV LINE OF PRIMARY STATE HIGHWAY NO 1 (SR 99) SOUTH 118TH ST TO JCT SSH NO 1 -1( APPROVED JULY 23, 1957 TH FOLLOWING SAID WLY RNV LINE S 24 -27 -26 E 110.84 FT TH FOLLOWING SAID WLY RAN LINE N 65 -32 -34 E 10 FT TH FOLLOWING SAID WLY RNV LINE S 24 -27 -26 E 200 FT TH FOLLOWING SAID WLY R/W LINE N 65 -32 -34 E 20 FT TH FOLLOWING SAID WLY R/W LINE S 24-27 -26 E 126 FT TH FOLLOWING SAID WLY R/W LINE ALONG ARC OF 2805 FOOT RADIUS NON TANGENT CURVE TO RIGHT CENTER BEARING S 65 -32 -34 W THRU C/A OF 0 -12 -18 DISTANCE OF 10.03 FT TH S 65 -30 -25 W 199.33 FT TH N 22 -47 -01 W 21.44 FT TH S 63 -32-48 W 62.13 FT TH S 65 -46-07 W 58.17 FT TH N 24 -13 -53 W 402.19 FT TO POINT OF BEGINNING LOT C OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98 -0033 RECORDING NO 9810059013 12101 TUKWILA INTERNATIONAL BLVD TUKW LA, WA VICINITY MAP NO SCALE FELE COPY Permit No. kk\ J \`/ Plan review approval is subject to errors and omissions. A °)rova1 of construction documents does not authorize th violation of any adopted code or ordinance. Receipt of approved F' d Copy and conditions is acknowledged: By , 4cn" ' Date: c r/a 3 1(0 City Of'Tiukwila BUILDING DIVISION crtRO nnu+ AUG 2 3 2010 PERMIT CENTER CZ) MacDonald - Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206 - 763 -9400 Fax: 206 - 767 -6773 www.macmiller.com WA Lic No: MACDOFS980RU • 14, ff gZONA ,, ,, �rPOA38163 0 , 1 tiS 1 EXPIRES: 07 -06 -12 REVISIONS: DATE C DIGITAL FOREST DATA CENTER EXPANSION ROOFTOP DUCT REPLACEMENT 12101 TUKWILA INT'L BLVD TUKWILA, WA C C C r. c N a 14 i F U C' E c' La C SCHEDULES & NOTES - HVAC C t I. 4' 1= a ENGINEER: LAST REVISED: J SHEEKS 08 -20 -10 CHECKED BY: DATE PLOTTED: B GEZON 08 -20 -10 CAD: ISSUE DATE P MILLER C C I- v O C LL a DRAWING NUMBER: C- 1490 - 7306194 -00 -00 C C c■ re ISSUED FOR PERMIT cc m a Z Li o U SHEET NUMBER: TMO.O1 crtRO nnu+ AUG 2 3 2010 PERMIT CENTER co 0 0 (NI 45 0 E a) a. a) 0) 0 0 cn 1— 1 1.5 ( 2 ) NEW CONDENSATE LINE TO ROOF DRAIN 1312" PVC EXIST' G 3/4"NPCW, HUMID 7IER (TY.P.) 7 `„ / AC÷1 ( EX I ST I NG) CONNECTED TO EC-1 y EXISTING SCREENWALL HVU-1 (EX STI N G) 3) 4 EXISTING MAKE–UP AIR UNIT 3/4"NPCW FROM BELOW ROOF' EXISTING ELECTRICAL ELECTRICAL PANELS-1 EF- (EXISTING) ACU-1 (EXISTING) NPCW ON THE R009 PROVIDED W/ HEAT T PE, INSULATION & WEATHER PROOF JACKET RAILING (BY OTHERS) AC-5 I (EXISTING) CONDENSATE LINE TO ROOF DRAIN 1" PVC 1 _J od. L_ op/ AC-2 // (EXISTING) _J F 71— L _kb TT: ........... • 1 171 CU-1 CU-1 (EXISTING) L. ROOFTOP STEEL , \ SUPPORT \STRUCTURE URAL DRAWINGS) EF- (EXISTING) — ( 5 1 6 AHU-3 (EXISTING) 1– POTENTIAL SCREENWALL LOCATION (BY OTHERS) AHU-2 (EXISTING) ROOFTOP STEEL STRUCTURE (SEE STRUCT DRAWINGS) /./ • • • • • / T T T 1 // 1 1 1 Y. 1 / 1 J _L ROOF DEMO PLAN — HVAC SCALE: E" = 1 '-0" T 1 7 ; ........ • 7.5 8 L 8"0 DUCT UP THRU ROOF TO ROOF CAP (EF-2) REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 1 2010 City of Tukwila BUILDING ppinsioN 0- — — - A ‘: B D, , MAR 2 2 2011 Isit10.— 1 k`"/ CZ) MacDonald-Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206-763-9400 Fax: 206-767-6773 www.macmiller.com WA Lic No: MACDOFS980RU • 34> 6.8ZONA T, . eil , , v • *V 36183 4, 018 1 4' 414P A4'S' - EXPIRES: 07-06-12 — — — — _ — — _ _ — — — — — REVISIONS: DATE • — _o 0 I D 1— fx 1 DIGITAL FOREST DATA CENTER EXPANSION ROOFTOP DUCT REPLACEMENT 12101 TUKWILA INT'L BLVD TUKWILA, WA 0 \ENG \DWG \SHTS \7386604TM2_05 ROOF DEMO PLAN — HVAC RTU #3 SF \O ENGINEER: LAST REVISED: J SHEEKS 08-20-10 CHECKED BY: DATE PLOTTED: B GEZON 08-20-10 CAD: ISSUE DATE J SHEEKS 1AL FOREST - AAON DRAWING NUMBER: C-1490-7306194-01 ( \I d- in CO ISSUED FOR PERMIT oo rn N / m SHEET NUMBER: T M 2 . 0 5 < Z LIJ -J LT- C:1 < CiAFITEILA AUG 2 3 2010 PERMITCOZER co 0 0 N L a) (1) 0 cn 4) 0 a 0 Lam) r') 0 BOOT TAP SPLITTER FSD- 30" z z w a_ 0 0 TYPICAL TAP DETAIL SCALE: 1/4" = 1' -0" ROOFTOP DUCT 0 ISOMETRIC VIEW SCALE: 1/4" = 1' -0" FSD- FSD- FSD- SECTION LOOKING NORTH SCALE: 1 /4" = 1' -0" FSD- 1.5 NEW CONDENSATE LINE TO ROOF DRAIN 1Y2" PVC 26 "x54" SL 2" DN w/ FSD BELOW ROOF ROOF TAP EXISTING 240 INTO NEW PLENUM 58 "x58" OPENING AC-1 T' P EXISTING DISCHLRGE DUCT IN 0 PLENUM EXIST! ,c/,,-,64i8swrowqo HUMID -1ERf� - EC -1 26 "x54" SL 2" DN w/ FSD BELOW ROOF EXISTING SCREENWALL! 58 "x58" OPENING 60 "x60 "RADIUS ELBOW W/ SPUTTERS 3 1 RAILING (BY OTHERS) ROOF TAP EXISTING' 240 INTO NEW PLNUM HVU -1 (EXISTING) EXISTING MAKE -UP AIR UNIT (EXISTING) • EF- (EXISTING) 3/4 "NPCW FROM BELOW ROOF':`_ _ — _ EXISTING ELECTRICAL PANELS MMILILIZIMDMILIIMS SE AC -5 (EXISTING) 7 1--I LI CONDENSATE LINE TO ROOF DRAIN 1Y2" PVC ACU- 1 (EXISTING) _.j NPCN ON THE ROOF. PROVIDED W/ HEAT TAPE, INSULATION faC WEATHER-PROOF JACKET LL L / AC -2 (EXISTING 1 PARTIAL ROOF PLAN — HVAC -- �--- SCALE: 1/8" = l'—O" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 21 2010 City of Tukwila BUILDING DIVIsIni' MAR 2 2 2011 tIuo,m tt7 CZ) MacDonald - Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206 - 763 -9400 Fax: 206 - 767 -6773 www.macmiller.com WA Lic No: MACDOFS980RU `i V . cif et 41 38183 4," **ZONAL EXPIRES: 07 -06 -12 — — U U DIGITAL FOREST DATA CENTER EXPANSION ROOFTOP DUCT REPLACEMENT 12101 TUKWILA INT'L BLVD TUKWILA, WA 0 \ENG \DWG \SHTS \7386604TM2_05. ROOF PLAN — HVAC ■' RTU #3 SF \0 ENGINEER: LAST REVISED: J SHEEKS 08 -20 -10 CHECKED BY: DATE PLOTTED: B GEZON 08 -20 -10 CAD: ISSUE DATE J SHEEKS ITAL FOREST - AAON DRAWING NUMBER: 0- 1490 - 7306194 -00 ISSUED FOR PERMIT 4E: SHEET NUMBER: Z Q 6C ~ EIVEDD of zuKwILA AUG 2s2010 PERMIT CENTER CANT. STRIP BY OTHERS H.S.S. 2x1x dtl. a -a IMMO 4 "0 A307 THRU BOLT L5x3x4x0' -4" UNISTRUT SPF200 w/ 2- i'"0 HEX HEAD SCREWS & 1- '0 HEX HEAD SCREWS INST. w/ P1025 CHANNEL NUTS w/ SPRING P1000 COLUMN Ty p> UNISTRUT P2072 " SQ. R. (6"x-k. 4 "0x6" LAG SCREW 14 "0x6" LAG SCREW EACH SIDE TYP. NEW 4x8 D.F. #2 SLEEPER 1111111111111 2- PO HEX HEAD SCREWS w/ CHANNEL NUTS & SCREWS EXISTING 4" CONC. PAD (CONCRETE VFY) —� SECTION A-1 OPP. UNISTRUT POST PER PLAN UNISTRUT P2072 4- "0 HILTI xKWIK / BOL TZ (2" MIN. EMBEDMENT) SECTION B -1 3" = 1' -0" 5- c. "0 UNISTRUT INST. w/ HEX HEAD SCREWS & P10125 CHANNEL NUTS w/ SPRING detail c -c SECTION C-1 2- INISTRUT P1325 w/ 4- g "OHEX HEAD SCREWS AND CHANNEL NUT w/ SPRINGS TYP. P1000 P1000 8" MIN. z J 0 0 0 0 0 3" = 1' -0" 3" = 1, -0" P1000 COLUMN 8' -0" MAX. NOTE: REINFORCE K -JOIST PER DIAGONAL BRACE DETAIL SECTION A -1 "x4 "x4" R t NOTE: BALANCE OF INFO PER SECTION F -1 ■ E -1 E -1 P1000 COLUMN ELEVATION D -1 2- UNISTRUT SPF2. w/ 2- CO g" HEX HEAD SCREWS AND CHANNEL NUT w/ SPRINGS C -1 1 "0 HEX HEAD CREWS AND CHANNEL NUTS w/ SPRINGS EACH END P1000 COLUMN C -1 CONNECTION PER SECTION A -1 OPP. CONT. H.S.S. 3x34 8" MIN. 1 L 2' -0" CONNECTION PER SECTION A -1 ELEVATION F -1 i" = 1' -0" Q. PANEL POINT A" - 1' -0" 4 — CONCENTRATED LOAD 3" = 1' -0" P1001 EACH SIDE UNISTURT P1346 w/ HEX HEAD SCREWS AND P1025 CHANNEL NUTS WITH SPRING 0ISTURT P2347 w/ g "0 HEX HEAD SCREW AND CHANNEL NUTS WITH SPRING O SECTION P1000 COLUMN E -1 IF GREATER THAN 6" REFER TO NOTES Q. PANEL POINT TYP. E.E. OF ANGLE BY ❑IST SUPPLER IF GREATER THAN 6" REFER TO NOTES ONE ADDED ANGLE E.S. OF JST. BY JOIST SUPPLIER CONCENTRATED LOAD NOTE: 1.) WHERE CONCENTRATED LOADS ARE LOCATED MORE THAN 6" FROM A PANEL POINT ., REINFORCE THE JOIST WITH AN ADDED ANGLE (E.S. JOIST) EXTENDING FROM THE POINT LOAD TO THE NEAREST PANEL POINT ON THE OPPOSITE CHORD. 2.) DO NOT PLACE LOAD UNTIL ANGLE SUPPORT IS INSTALLED. 3.) ADDED ANGLES & WELDS BY JOIST SUPPLIER. DIAGONAL BRACE DETAIL N.T.S. TOP CHORD PANEL POINTS (TYP.) 3" = 1, -0" JOIST TOP CHORD PARTIAL ROOF FRAMING PLAN 1" - 1' -0" 8 - 03 0 0 co / �1.d. a0 r t N ci w w c w_ A -1 F -1 OPP. BRACE (4 PLACES) E 1 P1000 (6 PLACES (D-1 OPP. r-ht r 1 w 1/ w C -1 C P1001 (12 PLACES) 1 1 1 B -1 OPP. A 1 DUCT FRAMING PLAN a) SEE "DIAGONAL BRACE DETAIL" 1 OPEN WEB STEEL JOIST BOT. CHORD PANEL POINTS (TYP.) JOIST BOT. CHORD o OEWITHIN 6" WIT 6" OF ANY UPPER CHORD PANEL POINT. HANG WITHIN 6" OF ANY LOWER CHORD PANEL POINT. 0) TRAPEZE BETWEEN ANY PANEL POINTS. Q ADD AN ANGLE E.S. TO STIFFEN THE BOTTOM CHORD SEE DIAGONAL BRACE DETAIL 5 ADD AN ANGLE E.S. TO STIFFEN THE TOP CHORD SEE DIAGONAL BRACE DETAIL. NOTES; 1. DO NOT CUT OR DRILL ANY JOIST MEMBER. 2.) THIS DETAIL IS APPLICABLE TO SUPPORTING MECH. EQUIPMENT, SPRINKLER PIPES, ETC. 3.) JOIST MANUFACTURER TO ACCOUNT FOR ABOVE LOADING ON JOIST DESIGN. ALLOWABLE METHODS & LOCATIONS FOR SUPPORTING LOADS FROM OPEN WEB STEEL JOIST N.T.S. 1" = 1'_0" GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION t. DESCRIPTION Building Name & Site Location - Intergate West, Building C, Tukwila, WA 2. 3 a. b. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2006 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. Code supplement & Date - ASCE 7 -05 DESIGN LOADS Roof Live Load Seismic c. Wind Load d. Dead loads e. Special Loads Load Combinations 25 psf (snow) Ss = 1.53, S1 = 0.528, le = 1.0, Site Class "D" and Seismic Design Category = "D ", Seismic Use Group I. Cs = 0.230, A =2.5, R = 9.0 Equivalent Lateral Force Procedure used. Basic wind speed (3 sec. gust) = 85 (mph) - Importance factor Iw = 1.0., F =21.27 psf Weight of structure. The following special loads are to be considered: Mechanical equipment on roof. Sprinkler lines, canopy & other reactions as noted on structural drawings. All Code required load combinations are to be used in the building design. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. UNISTRUT STEEL FRAMING ALL UNISTRUT FITTINGS, NUTS AND BOLTS ARE PER UNISTRUT GENERAL ENGINEERING CATALOG NO. 16. RAW STEEL SHALL CONFORM WITH ASTM A 653, GRADE 33. NUTS AND BOLTS CONFORM WITH A1011 SS GR33 AND SAE J429 GR2 RESPECTIVELY (ALSO MEETS AND EXCEEDS A307). FITTINGS CONFORM WITH ASTM A575, A576, A635 OR A36. THE FITTING STEEL SHALL MEET PHYSICAL REQUIREMENTS OF ASTM A1011 SS GR33. INSTALLATION PROCESS TO MEET UISTRUT SPECIFICATIONS AND GUIDELINES. GALVANIZED (HG) PER ASTM A123 OR A153. SIZES AS NOTED ON DRAWINGS. FRAMING LUMBER GRADES & STRESSES SHALL CONFORM WITH LATEST EDITION OF "WESTERN LUMBER GRADING RULES ", WWPA OR "STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER ", WCLIB. ALL LUMBER S4S AND S -DRY UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, USE THE FOLLOWING: SPECIES GRADE BASE VALUE Fb VISUALLY GRADED DIMENSION LUMBER (2" TO 4" THICK BY 2" & WIDER) SLEEPERS DOUG FIR #2 900 PSI EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. USE STANDARD LENGTH COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF- N -105B FOR ALL NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN DIAPHRAGMS. PROVIDE MIN. NAILING PER IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER. CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS APPROVAL. ALL FASTENERS, CONNECTORS AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL, ZMAX (G185 HDG PER ASTM A653), HOT -DIP GALVANIZED (HDG) PER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR FASTENERS, OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. SHOP DRAWINGS SUBMIT 4 SETS OF PRINTS (U.N.O. BY ARCHITECT) OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: GLU -LAMS, STRUCTURAL STEEL, MISCELLANEOUS STEEL, REINFORCING STEEL AND TRUSSES. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR PRIOR TO INSTALLATION. SPECIAL INSPECTIONS AND TESTS INSPECTIONS ARE TO BE PER IBC CHAPTER 17 TESTING AGENCY. THE SPECIAL INSPECTION AG P 11 ARE TO BE BY AN INDEPENDENT CY AND SPECIAL INSPECTION HINGTON ASSOCIATION OF BUILDING OFFICIAL (WABO), AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. SPECIAL INSPECTION REQUIRED FOR THE ASSEMBLY OF ALL STRUCTURAL COMPONENTS. STEEL: LIGHT GAGE STEEL FRAMING: FABRICATORS: REPORTS: ABBREVIATIONS = ARCHITECT M.A.S. = BOTTOM M.B.S. = BETWEEN N.F. = BUILDING N.T.S. = CAST IN PLACE O.F. = CLEAR OPNG. = CENTER O.T.O. = CONCRETE PNL. = CONTINUOUS REINF. = CONTRACTOR R.O. = DIAMETER SW = EACH SIM. = ELEVATION SYMM. = ENGINEERS NORTHWEST T. = EACH FACE T.O.F. = EACH WAY T.S. = FACE OF CONCRETE TYP. = FACE OF PLYWOOD = FACE OF STUD U.N.O. = FACE OF WALL = FOOTING V. OR VERT. = HORIZONTAL V.I.F. = HOLLOW STRUCTURAL SECTION = INSIDE FACE V.O.F. = INCLUDING = KWIK BOLT = LONG LEG HORIZONTAL = LONG LEG VERTICAL ARCH. B. OR BOT. B. BLDG. C.TWNI.P. CLR. CNTR. CON. CONT. CONTR. DIA. EA. EL. OR ELEV. E.N.W. OR ENW E.F. E.W. F.O.C. F.O.P. F.O.S. F.O.W. FTG. H. OR HORIZ. H.S.S. I.F. INC. KB L.L.H. L.L.V. w 0 0 T li 1 00 ENGINEER: N. AHMED 8 -17 -10 I B. PATEL DATE: DRAWING REVISIONS ...■.. si 1 DRAWING SUBMITTALS 1 SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION z w < 0 0 T li 1 00 ENGINEER: N. AHMED DRAWN: B. PATEL DATE: DRAWING REVISIONS BUILDING DEPARTMENT COMMENTS si z I za REVIEWED FOR IN ACCORDANCE WITH TABLE 1704.3 OF IBC AND REF COMPLIANCE STANDARDS. APPROV PERIODIC INSPECTION: VERIFY HIGH- STRENGTH BOLT IDENTIFICATION MARKINGS SEP 2 1 2011 CONFORM TO SPECIFIED ASTM STANDARDS. REVIEW 0 MANUFACTURER'S CERTIFICATE OF COMPLIANCE. SINGLE- PASS - IINCHDOROLESSTION . Ofilorrulaiha COLD- FORMED STEEL FRAME WELDING. ' n� VERIFICATION OF WELDABILITY OF REINFORCING STE LB 4 NG DIV e7IO THAN ASTM A -706. WELDING OF REINFORCING STEEL OTHER THAN THAT REQUIRING CONTINUOUS INSPECTION. VERIFY SIZE, GAGE AND SPACING. INSPECT WELDING. VERIFY CERTIFICATION OF WELDERS. SPECIAL INSPECTION OF STRUCTURAL FABRICATORS IS NOT REQUIRED IF FABRICATOR IS REGISTERED AND APPROVED TO DO SUCH WORK WITHOUT SPECIAL INSPECTION. PROVIDE REPORTS IN ACCORDANCE WITH SECTION 1704.1.2 OF IBC AND QUALITY ASSURANCE SECTION OF THESE GENERAL NOTES. W/ = MASONRY (CLAY OR CMU) = METAL BLDG SUPPLIER = NEAR = NOT TO SCALE = OUTSIDE FACE = OPENING = OUT TO OUT = PANEL = REINFORCING = ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TUBE STEEL = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL = VERTICAL INSIDE = VERTICAL OUTSIDE FACE = WITH I AREA OF WORK R CITY OF ECEIV�Pp TUKWILA SEP 1 4 2010 PERMIT CENTER KEY PLAN CORRECTION LTR# 1 M 11 z O LiJ (f) z z Il LL LL O O I] 0 v CC) JOB NO: 09053005 ENGINEER: N. AHMED DRAWN: B. PATEL DATE: 7/30/10 SHEET NO: si