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HomeMy WebLinkAboutPermit M99-0043 - BOEING #9-101AM M99 -0043 9725 E. Marginal Way So. Boeing #9 -101 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M99 -0043 Status: ISSUED Type: B -MECH Issued: 03/08/1999 Category: NRES •Expires: 09/04/1999 Address: 9725 EAST MARGINAL WY S Location: Parcel #: 000340 -0018 Contractor License No: HOLADPI379NO TENANT BOEING #9 -101 9725 EAST MARGINAL WY 5, TUKWILA WA 98188 OWNER BOEING PO BOX 3707 - M/S 1F -09, SEATTLE WA 98124 CONTACT KORBY SEARS 4600 S 134 PL, SEATTLE, WA 98168 CONTRACTOR HOLADAY PARKS, INC. 4600 S 13.4 PL, SEATTLE, WA. 98168 kAk*• k***• k*• k****** k• k****• k*****• k**** k******* k***' k'* k* k* k •k *k* ** * *•k *•k•k * *k•kkk *•k ** Permit Description: Phone: 206 -248 -9700 Phone: 206 248 -9700 REPLACE`` ROOF' TOP AC UNIT (AC -1) UMC Edition: 1997 Valuation:: Total Permit 'Fee:. 50,000.00 46.50 ******.* *******! i************• k* *************• k**** * *-k * **4k * * * * * *•k **** * * * * * * *** PermitCente Authorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true; and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting, of this permit does not presume to give•authority to violate or cancel th•e. provisions of any other .state or local: laws regulating construc,t,ion or the performance of .work. I 'am authorized to sign for and obtain this buil ing permi Signature: Date: Print Name:_ 9, ,S Title: This permit shall become null and,.void if the work;i•s not commenced within 380 days from the date o.f •issuance, or if the•:.wor.k is suspended or . abandoned for a period of .180 days.from the'last inspection. • • CITY OF TUKWILA Address: 9725 EAST MARGINAL WY S Permit No: M99-0043 Suite: Tenant: BOEING #9-101 Status: ISSUED Type: B-MECH Applied: 02/25/1999 ' Parcel #: 000340-0018 Issued: 03/08/1999 *****k**414******A**********44**************A*****A********4-A****%**A******A1( Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the_Tukw,irlaBuilding Division. 2. All permits, inspection-rdirit:*PX9Yed Plans shall be available at the lobsiempriOr to—tWstaf. any con truction. These„:,a6Cumentsore to be mainta.tnedand avail- Able until finiT,iispection'appro.Val is granted,,,,, 3. , ,All construction to he done In cOnforman9e'W;Ith apOr'oved plans and,,rAquiraments of the Uniform Buildthg1Code(1997" Edition),,aiiamenddC, Uniform.Meichanical,Code,(097 ,Edleion), and Wasntngton State Energy COP (1997 Edition)",, 4 Validity of .Permit. The issuande, of a permit or,.aPprovalj.;9f plans;,,:60ecificatIons, andO:iomputations shall not,',0,c06 struedYyto:b,e a permit.T,or.„' or an Approval of, dny viOlatt'On of a4iiof the prOvistOns of 'itMe.,building code or-,of'Any other of the_jurisOlion., No permit pr,esumt.rig tift givauthor,ity'to violate“orflcancej.lthe provisionsitof.;tnis codeshall , 5. MA41(FACTURERS'INSfALCATON;INTRP4IWIS ,REQUIRED ON:1S#0 FWTHE BOLDING-INSPECTORREVItW " 6. P1 '6thbinrpermits 06W6eibbtained through- the Seattle-Kingo, Co9niy,raepart,mentof-001,1ealinzv PlumWing will be inected.bythat,,A900; inaTudini,allAAs piping (29074722): - • ' I,i , % . - ,',;, t 1 • s'.... 1,.., . 11; • i..,- 7. ElectriCalopeimitt shall be Whngton)- tate ' .,Stat*,,Di-Vision°of Labor and indUstri0SAnd.:A1)'.elActrTbA).11, , mork..:(Wllf,beinspected by.that.iigeridic(1182660) ."'s 'Ae''''''':'. . A, . i , • . , , ,.*- 11.' .. ',•.t.!S.,„ii,,,:,. 8.. Readt'llr:X aCtess i ble access to roof 0ounte , eq0}1.ppient• is re qu i*NiA. - •. 0 1 L. I . 't. k ' • . ..";•it. . e, ''. . - ; ' • .. • ' •YY.11.,, . , , .'"".21, :: ■ J 4 . , ,:•.,:,/ l, - • .• ,,,,y, , •: ''',Fir',.; , ',..k :. t,„ • `tP . :.,,,,,,-, . cy. . •.• ) , • • '4'..AfrA,., • - • • ,.',5 ' • sA, f• I '' • . . • ,.:., ' . .4,§,• • • • iff ,,..;-,P .• ' t'''. '..,.‘j.C' . q..:0..ry. • . ,i. 4\114. i - .1;4 • • ,,g.,. "4;t•C'e ''' \',,) ;•,N, tiv. •.,i —0.1, • ''. ' 4 v 4 f„,r 45 4,7,,, ,,, vf. -,'.,t•:-" .4'1', I- ' / - r • , . .3`4 '''' . . • , 14", / . • „„:::01,,, .:. :, . ., . , CITY or •uKwILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 OR STAFF USE ONLY Project Number: j�fj %� Permit Number:' 1 :CICk —Ou - t3 Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project NamefTenant: (joE6 BI-DG }'Ion Description of work to be done: pe rL. p4E (o0 to 7 fYG u", =7- C,AG— / J Value .f instruction: ;: : 0 OOv Site Address: 97a 5 �,�sr MAR 61�.,At- WAY .. City ate /Zip: Tax •arcel Number: Property Owner: Phone: Phone: Street Address: City State /Zip: Fax #: Contact Person: v � a rR .gr s��R.s Phone: X06 O Street Address: b0 � 3 �' Pc. City State/Zip: 4/6 1 56A- Y. E tvA 1,5 �o G -ter , g 7 Contractor: iial-ADM – PARk.5 Phone: aa6 -�Li8' .2%v Street Address: 11. 600 S . 13 crN Ti_ 5 .. City State /Zip: AryLE W Ni6. Fax #: c906 a6 ~��'g g7O0 Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: MISCELLANEOUS PERMIT REVIEW AND APPROVAL. REQUESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done: pe rL. p4E (o0 to 7 fYG u", =7- C,AG— / J Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets ❑ Above Ground Tanks ❑ Antennas /Satellite Dishes ❑ Bulkhead /Docks ❑ Commercial Reroof ❑ Demolition ❑ Fence Fq Mechanical ❑ Manufactured Housing- Replacement only ❑ Parking Lots ❑ Retaining Walls Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting APPLICANT>REQUEST.FOR MISCELLANEOUS PUBLIC WORKS PERMITS ` ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s)• ❑ Flood Control Zone ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt # Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s : Est. quantity: gal Schedule: ❑ Miscellaneous Moving Oversized Load/Hauling MONTHLY SERVICE BILLINGS TO: '. ' p. lllcatlon accept w Date Name: ex Iras: Application Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT/REFUND BILLING: Name: Address: Phone: City /State /Zip: 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dat p. lllcatlon accept w Date cat! ex Iras: Application n by: (initials) ` MISCPMT.DOC 7/11/96 ALL MISCELLANEOUS PER( APPLICATIONS MUST BE SUBMI WITH THE FOLLOWING: ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT ➢ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER ➢ CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ❑ SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW Submit checklist ; No M79 Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding. 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 0 Antennas /Satellite Dishes Submit checklist .No: M -1•• ❑ Awnings /Canopies- No signage Commercial:Tenant Improvement: Permit ❑ Bulkhead /Dock Submit checklist No M -10:". ❑ .Commercial Reroof Submit checklist No M ❑ Demolition Submit checklist No M 3, M -3a ❑ Fences - Over 6 feet in Height Submit checklist No: M -9 . ❑ Land Altering /Grading/Preloads . ' " Submit checklist No: M -2. ❑ Loading Docks Commercial Tenant Improvement Permit : :Sub'rriit Checklist No: H= 1:7.• ❑ Mechanical (Residential & Commercial) Submit checklist'. No M-8; `Residential'only H =6, H -16 . ❑ Miscellaneous Public Works Permits Submit checklist No H-9 ❑ Manufactured Housing (RED INSIGNIA ONLY)" Submit checklist : No: M -5 ❑ Moving Oversized Load /Hauling Submit checklist • No: M -5 ❑ Parking Lots Submit checklist No: M -4 ❑ Residential Reroof - Exempt with following exception: If roof structure to be re aired or re laced . Residential'Building Permit Submit checklist•. No: M-6. ❑ Retaining Walls - Over 4 feet In height Submit checklist No M -1 in Temporary Facilities Submit.checklist . ; No: M -7 ❑ Temporary Pedestrian Protection/Exit Systems. Submit checklist No :. M-4 ❑ Tree Cutting Submit checklist No: M -2' :..: ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant Is other than the owner, registered architect/engineer, or contractor licensed: by the State of Washington, a notarized letter from the property owner authorizing the'agent'to submit 'thls perinit:application'and obtain the permit will be required as part of this submittal. 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: ) <<�c �- -� % Date: al a Jc /95 Print name: Ka2aY Sp25 Phone: ao6�'tB�`J7ao Fax #: ao6- �Q -�70o Address: 4600 s. I31i F L City /State /Zip:S�rCLet vie, %$i 6$ MISCPMT.DOC 7/11/96 4,* A* *til * * * * * * ** * *4.*.*4.* *%% *, * * “ ** *+** *h*0k* * ******74** *dfl *hik)%;d* CITY OF TUKWILA, WA ,43 * *4* * *• * * * * * * * * * *4. * *. * * * ** * * *4,A * ** ** ** ***4*. tat **A*A**to** * *A. * *;t * TRANSMIT Number: 89800030 Amount: 46, 30 03/08/99 10 :39. Payment Method : CHECK Notation: {•3OL UAV PARKS:. Xrc i t: TLS. . TRANSMIT' • Permit No: M99 -0043 Type: 87MECH .. MECHANICAL - PERMIT Parcel No: 000340- 0013 Site Addr'ef;s: 972 EAST MARGINAL WY S Total Fees: 46,50 This Payment 46. 0 Total ALL Pmts' 46.50 Balance: .00 Account. Code 000/345.830 000/322,100. Description PLAN CHECK - NONRES MECHANICAL. • -. NQ31RE3 Amount 9.3a :37.20 �rncl: r :1 f• RECEIVED CITY OF E N 25 1999 PERMIT GEM 'i ce., PAIL s Met the plan Cheek rieR, ■ ---- of (m i -r .. ,� ..�� , d, -,�, 61 ck AO 1 DL _ 6'(t 014) pLf pSf) ; (Qa pc, 14,1 _pt.? ` 2 tO) t b = 2 Lo°* g,81c- 0,11cw -44' iter, (1. 2-'73 IT up' T p:0PVx� _21�b p-���1 = • cry 14-f-4- , �c�� 3 c, x i.. z w , s,' '' ` F-1-G/G Alto 04, = tout G WbxLS” r ("6"L 1"-- (i) 1 Ziof'sf. t t_1-=`?°);32,6eki 1 6 ' Itl) = 3-u) (L 00 ga M � x �' ) -- I �7c� I "f- Th1 w7- I s ° 2. �aSf x t, xis s le Mqq-00(4 3 •(0(00)c3e,k 23,34 k' (f Gk- ENGR• p i lici 1 REVISED DATE ��4 „GI t..., I �1�_I uP 5J— PI' I d/1"1 CNE. QWW1 4, 41,,, 4' ' 91 AIR APR ei___AirL7E7A/G DI 5007 2070 REV. 1/98 X16.047 016gCas" LS aellaX iiSte.c.) - .1 for 1'4 STD _ 2O17/ ' '7 /c 1 -" p• s �)1 q 34 /-611)43%‘, c f 3x3>-4 x 34(0 ) l a' 11 43 16 i ,syC'7 ALA j = a 11- EN6R r0,40o) ; 1 REVISED DATE Q _ K LLd A /VIAL On' fv p6 1- Lod: CHEC"Ali "e ZI9 9 APR APR O. _Ad 2�2, 01 5007 2070 REV. 1/98 J 10.047 63.00 20 "0 MUA ••'.UNISTRUT,ZIOUNT (VFD BY ..OTHERS) •.,'.` DISCONNECT 186.00 24.00 96 00 48.00 24.00 ul 32 "0 RETURN AIR CUT THRU VIEW 57 00 1 6.00 (6) 20 X 20`X 2" (3) 20X12X2" (2) 20 X ' iseX 2" (1) 24X12X2" 30/30 PRE- FILTERS FACE LOAD 19.00 STEAM COIL CIO oD ACCESS 000R. PLAN VIEW UNISTRUT MOUNT — COOLING COIL ELECTRIC REHEAT COIL (VFD BY OTHERS) OPPOSIT SIDE SHOWN DISCONNECT OPPOSIT SIDE SHOWN z r r rw,z r z uau u u L VDRAIN CONNECTION THIS SIDE SIDE VIEW , � � . CIO .tom -- 1 FILE NAME: UNIT- 01.dwq BY DESCRII UNIT MODIFICATIOI REV. DATE 01/05 GS THIS DRANING Ti PROPERTY Of PIANO REPRODUCED W4 'MOLE OR N PART, NOR 0 1MTHOUT THE EXPRESS MITTEN PERYIS9ON .UNISTRUTMOUNT; (VFD BY OTHERS) DISCONNECT 2' 2" 2" t" IRS 19.00 ACCESS DOOR . PLAN VIEW UNISTRUT MOUNT STEAM COIL - .1 1�-i •vu ors —COOLING COIL ELECTRIC f REHEAT COIL L lrr4 (VFD BY OTHERS) OPPOSIT SIDE SHOWN DISCONNECT OPPOSIT SIDE SHOWN -95% HEPA FILTERS (6) 24 X 24 X 12" • (2)24X12X12" oaryLOr«rsrr �l .vaza crezzxy 6.00 am 1 L.-- 1 1 i. —'1 r.- 1 1 ="I DRAIN CONNECTION THIS SIDE SIDE VIEW • 45.00 12.00 28 50 34.50 24.50 96.00 47.00 24.50 L (2) 45 "0 ROUND DISCHARGE DUCTS END VIEW FILE NAME: UNIT- 01.dwq TOLERANCES UNLESS OTHERVASE SPECIFIED DRAWN BY: GS �� As OR ?OI Phone �'►' Ir REV. DATE BY DESCRIPTION 01/05 GS UNIT MODIFICATIONS ISSUED ON: 11/3/98 TITLE: BOEING SEALAUNCH 15,000 CFM UNIT APPROX. UT: 4,850 LBS FRACTIONS :±1/32 00.00 : ±0.1 0.000: 10.010. 0.0000: CIVEN ANGLES : 10.5' CHECKED BY: - PROPERTY OF CLEANPAK ANO CAN NOT "— OR N PART, NOR DEUVERED TO OTHERS WRITTEN PER41SSION OF CLEANPAK SIZE; !DRAWING B NO.: THIS DRANK IS THE REPRODUCED IN ItiME *IMO THE EXPRESS SCALE: JOB NO.: 1 SHEET OF r City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director March 10, 2000 Korby Sears 4600 S 134; Place Seattle Wa 98168 RE: Permit Status M99 -0043 9725 East Marginal Way S Dear Mr Sears: In reviewing our current permit files, it appears that your permit to replace a roof -top A/C unit issued on March 8, 1999, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, G-i(V Bill Rambo Permit Technician Xc: Permit File No. M99 -0043 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 frrni+- C00Mte PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M99 -0043 PROJECT NAME: BOEING BLDG. 9 -101 DATE: 2 -25 -99 XX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buil in Division 3-1 7q Pu Iic Work Fire Prevention AWL- q Structural Planning Divon Permit Coordinator II DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete [L Incomplete E Comments: DUE DATE: 3 -2 -99 Not Applicable El TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff El (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -30 -99 Approved 0 Approved with Conditions Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE. Approved 0 Approved with Conditions Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: \PRROUTE,DOC 6/98 l City of Tukwila Fire Department Fire Department Review Control #M99 -0043 (512) John W. Rants, Mayor Thomas P. Keefe, Fire Chief March 3, 1999 Re: Boeing Company Building #9 -101 - 9725 East Marginal Way South • Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) 2. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Local U.L. central station supervision is required. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) 575.4404 • Fax (206) 57.5-4439 City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief (City Ordinance #1742) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 4. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 SYM A REV61011 LEANPAK SYSTEMS REPLACEMENT OF AHU Br ❑ APPROVED DATE SYM a +«,w+ WET 5 REVISION PLAN SCALE: 1/8" 1 ' - 0" APPROVED' DATE A Q uo wuw mrc m. ru ur rwarors Th 11.11.1t Ell. BASE .r SUE NO m. saws .1511110 OWN T 1 N / 1 / ! ! "`. 1 , \ I r1 '� \ \ I / I i i / / /. \ I g;LBOE /NG° EXPIRED M Ctq -o o y-3 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED • ANDINLEN CHECKED APPROVED APPROVED DATE SUBTITLE TITLE Date Permit No.. 1ST FLR PLUMBING PI AN BUILDING 9 -101.1 LEGEND: • understand that the Plan Check approvals are sVt l eCt to errors and omissions and approval of • ITS does not authorize the violation of any ed code or ordinance. Receipt of co - : VP I or'scopV . approvedpI acknowledged. , fa. .l. � J By GENERAL NOTES: [CLEANPAK SYSTEMS WILL REPLACE EXISTING 10,000 CFM AHU WITH A NEW 15,000 CFM AHU. CONSTRUCTION NOTES: rt'.1 1,4 ;3.. iure, FILE COPY 9 SEPARATE PERMIT REQUIRED FOR: ❑ MECHANICAL f ELECTRICAL ® LUMEINO GAS PIP :!_ CITY OF TLO:v AMINO 01 1M110 1M111 1M112 1M113 1M114 1M116 1M122 1M117 1M123 1M139 1M118 114124 1M119 114125 1M131 114136 1M128 1M129 114130 - �1M134 114135 114140 1M141 114144 1M120 1M126 1M132 1M137 114142 1M145 114121 114127 1M133 m �1M138' 114143 1M146 >' 9 -101.1 KEY PLAN N 7 SCALE: N.T.S. N CURRENT REVISION SYMBOL DATE SHEET JOB N0. DWO NO. 1 v138 .n. 411.70 COMP NO 1M115 zT zz sa 20 - T.S. : 3' X 3/1 DL. TYP. / PLS. �. WR X 10/y; - OUT LINE OF AH -1 Neu' SIP. we x 1o, } -8 -1 3/4' -- v; ar W18 X 65 Lc - - FRAME '2' WA X 18 COLUMNS & BEAM SEE DWG. S2 A3SEf'1BLY AR 10 CLEAN ROOM 20' -3 1/4' DECK LENGTH 18' -2 3/4' COVERAGE �r 15' -1 1 /B'- I j ' 4 ;.G -I ED BY DOOR VENDOR 1 I Z51, ' '.Sn / TYP, BOTH ENDS 1'0 10' -3 1:4 DECK LENGTH -ke-- 30' -4' COVERAGE z - OUTLINE OF All -2 11-- --I AIRLOCK W14 X 26 - j-- - - - - - -20' DECK 18' -3' W6 X9LU - OUTLINE OFMUA -3 LENGTH --- - - - -tf COVERAGE — C12) #10 SCREWS ' EA. SPLICE THRU STRAP INTO TOP CAP - TOP CAP SPLICE DECK CI]NNECTILIN i2 TOP CAP SPLICE W6 X 15 COL. BY DOOR VENDOR - - A 0 w o n � NI - u - THIS SIDE SIDE, ONLY 4 F - T.S. 3' X 3' X 3.'16' CIII.. - FRAME '5A' WIT x P6 BEAM & COLUMNS FEE Dw(i, S2 2' X 2' X 1/4' ANGLE TOP FLUSH WITH TOR CAI' H 12' -0 1.'4' A,F.F, ■ EXISTING WALL - 16' -7' DECK LEIB, 18'- -2 3/4' CDVERA D, X11' -A' FAIRIrIG AII:LIJCK ( A �. }. S2)& I I " 1 1 I `I \ f y TYP, BOTH SIDES - T.S. 4' X 4' X 3/16' CT) 51'. x 19 FRAME '4'- WIT X 39 BEAM AND CHI '1MMS SEE DWG. S2 . 5 1ul r< C.' I. T.S. 4' X 4' P. 3/16' COL. U W I jIY DOOR HANGER TRACKS SUPT' 22' -6' 75' -0 1/4' OVERALL - -- 74' -6' T.D. T.S. 4' X 4' X \ 3/16° CDL, W/- 12' X 5' X 1' Si, BASE PLATE THIS COL, ONLY -- --14'-4` p zrzwUIcrgsv °)1.z, /1 L i A 30'-1 STORAGE AREA <L11 FRAME '1' - -J 3 W8 31 BEAM & COLUMNS W6 X 9 LL ADAPTOR 25' - 11 1/8' - - 20 -0 1/2' FRAME '5B' --� WIO X 26 BEAM & COLUMNS, SEE DWG. S2 — FRAME '3' WB X 35 BEAM & COLUMNS SEE DWG, S2 13'- 71/2' -- - 8' -1 5/8' L5� EXPIRED CLEAN ROOM WALL 3 1 /8' --F ZEOEND 1. VERIFY ALL CONDITIONS, DIMENSIONS IN THE FIELD. 2. ALL JOBSITE SAFETY. O.S.H.A., SHORING AND CONSTRUCTION ERECTION/ BRACING ARE THE RESPONSIBILITY OF THE CONTRACTOR. 3. THIS DESIGN IS FOR THE EXCLUSIVE USE OF THIS PROJECT ONLY. RE-USE OF THIS DESIGN OR ITS USE AT' ANY OTHER SITE WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER IS PROHIBITED. 1. ALL STRUCTURAL STEEL FABRICATION AND ERECTION SHALL BE ACCORDING TO THE A.I.S.C. SPECIFICATIONS. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A -36. 3. PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A -53 GRADE B. 4. STRUCTURAL TUBES SHALL CONFORM TO A.S.T.M. A -500 GRADE B. 5. AL .L WELDING SHALL BE PERFORMED BY WABO CERTIFIED WELDERS I AND IN CONFORMANCE WITH A.W.S. CODES AND SPECIFICATIONS. FIELD WELDS DESIGNED FOR 1/2. STRESS. 6. MACHINE :BOLTS AND ANCHOR BOLTS SHALL CONFORM TO A.S.T.M. A -307 UNLESS NOTED OTHERWISE ON THE DRAWINGS. 7. HOLES FOR BOLTS IN STRUCTURAL STEEL SHALL BE PUNCHED OR DRILLED. BURNING. OF HOLES IS NOT PERMITTED. HOLES SHALL BE 1/16" LARGER THAN THE NOMINAL BOLT SIZES FOR BOLTS LESS THAN 1" DIAMETER AND 1/8" LARGER THAN BOLT DDIMETER FOR LARGER BOLTS. 8. ALL BOLT HEADS AND NUTS SHALL HAVE WASHERS UNDER THEM. 9. ALL STEEL IS DESIGNED IN FINAL, IN PLACE POSITION AND CONDTIONS. TEMPORARY CONDITIONS DUE TO CONSTRUCTION PROCESSES, ETC. HAVE NOT BEEN CONSIDERED. CONTRACTOR SHALL SHORE AND BRACE STEEL FRAMING AS REQUIRED FOR TEMPORA''TY CONDITIONS. 1 U. !1141.650 OTHERWISE NOTED, ALL STEEL SHALL BE PROVIDED WITH ONE COAT OF RUST INHIBITING PAINT AFTER FABRICATION. 11. 2RYPAK AND GROUT SHALL BE I.C.B.O. APPROVED. NON SHRINK GROUT WITH A MI S TRENGTH THE SAME AS THE SUPPORTING CONCRETE. (2500 PSI MINIMUM) \ ,, 12. FASTEN DECKING W,110 SCREWS B 12" O.C. B ENDS, SUPPORTS ', A1111 SIDE LAPS. FASTEN DECKING W / #1O SCREWS 9 6" O.C. 0 ( ,Li, COL. LINES 1 ,2,3,6A,B,C,E. DL r 10 Pa LL .- 20 PSF LL WITHIN 4' OF AIR HANDLERS - 50 PSF SEISMIC ZONE 3 V= 0,1345 W DELL IION LOADS ENVIROFLEX AUG 22 1997 RECEIVED CITY OF TUKWILA FIEjU .' Y:199 PERMIT CENTER A essesessoleeaseN UW • : aW ;* W r ■ W P 6 P 1 .4I 'SCALE' n PROJECT NO1 6 -404 DRAWN BY. NH f W 4) 807. TYP BOTH SEE DET. 1 - THIS DWG. HOT. OF DECK I /, W27 X 84 DUCT SUPPORT BEAM S3 TYP. ®3 BOT. OF DECK W8 X 35 BEAM I �- TYP. BOT. /--- TYP. BOTH VP BOT. OF DECK W10 X 26 BEAM /' TYP, BDTH I BOTH 1 SIDES q 12'-0 1/4' FLR. i SIDES 12'-0 _ 1/4' FLR. \ SIDES .. 12'-0 I + 1/4' FLR. 12' -0 1/4' FLR. __( / �� W8 X 18 BEAM ,4 J o x 3 SIDES J C m x 3 12� S3 / TYP, ./ ' B, 12' -0 1/4' FLR. J U - i X 3 • I / J ° x 3 1 S3 2 _ -_ f TYP. // J o X 3 ' 1S 2 � _ i' TYP. -', BOTH 1 / J N x 0 3 /� I _,/ J U . N x 0 3 TYP, BOTH SIDES I \ _L / L � SIDES y i ( ` -I —... 1 SIDES - I . SIDES I \ j — o 1/4' - ---0.-1 1 I \ kiii-- 10' -0 3/4' NUTE FOR DECK ATTACHMENT TC BEAM SEE DETAIL 5 S3 \ J, / t.-- 7' -3' - - -- NOTE1 FOR DECK ATTACHMENT TO BEAM SEE DETAIL © ® ---- 7' -0 1/4' NOTE. FOR DECK ATTACHMENT TO W8 X 18 BEAM ONLY SEE DETAIL / E 53 h— 23' 3' NOTE FOR DECK ATTACHMENT TO BEAM SEE DETAIL I 10' NOTE. FUR DECK Al TACHMENT TO BEAM SEE DETAIL --53: FRAME "1" FRAME "2" FRAME ":-.5' FRAME "5A" FRAME "5B" '.., - B YP. DOT. \ OTH a, 15_4.35 TOO, -- -. W27 X 64 X 18 M.B. 4 DETAIL M.B. COPE BEAM AS RES U 1:2 TYP. '0 4 � � \ / P 1/2'0 M,B, -\ COPE BEAM AS REVD TYP. \ I 3/16' V e L.6.14'-3' A.F.F. CENTERLINE 48'0 DUCTS (REF) • — -— 3' X 3' X 3/16' ANGLE -. TYP. \ DUCT SUPPORT BEAM 1 /2': STIFF PL_. [TOP] @ W8 1/2' I.. PL. e'.w18 X 45 5/8 M,B. TOTAL B THIS DETAIL / L / ( B' `( F; - T'YP I T.S. ''. 3' X 3' X 3/16'._._ 1/4' PL. - -� , ' }.. I - 3116' -1 7 - < TYP 1/2'0 j TOTAL THIS - - - ®- W6 X 9 1 I ®� i W6 X 9 [ ® _i - c-- _ _ W6 X 9 ; .. ._- - - -- - . -1/4' STIFF, PL. - - - - --__- — BEAM ( — l' . -._ 1/4' STIFF. PL. V 3/16 l TYP. - 24'-O 1/4' .SIDES \ —74 3/16' / N 1. n } o 5/8' PL, 10^ X BEAM TOP AND BOTTOM OF TS. \ \ \ ` 1/2' STIFF PL. TYP. BOTH SIDES WIDTH \ TYP. I 3/16• V' \ BOTH SIDES a Li_ w > - d ❑z DETAIL AT FRAME "2" 171 <r] 1 BEAM TO BEAM CONNECTION BEAM TO BEAM CONNECTION FLR. o 3 12 S3 ` ,- TYP, BOTH SIDES. I. It.-4- It.-4- R I a E I 16 J 1 w IIIIII a. .. -_.. - ... _ -- 012 S.M.S. \ TOTAL 12 r- -- 21 1/2'L x 2 1/4'W `, x 1/4 BENT PLATE m \ H a - �. m _ DECKING. ----_ __.._ ® ® ® ® ,.---- 3' x 3' x 1/4' x 24' LG ANGLE _ BOT. OF ANGLE A 24-:3 1/4' A.F.F. A.F ' - -(8) HI S.M.S. INTO DECKING 1/8' '/ \ - LS. . 3' x 3' x 3/16' BRACE \ \\ \• • �\\ \� I \ \ ,,1 \, \, \ \ � r� PLAN VIEW � f .\ S . ` •, �'' . \ 1 \ . _ \ ` \, \\ \\\ : . = I \\ j_ T.S. 3' x 3' x 3/16' BRACE /// 3' x 2' x 2' x 3/16' ANGLE 2 / TYP, BOTH SIDES \ -1- � _- _- 24-10' - -- A � NOTES FOR DECK ATTACHMENT TO BEAM SEE DETAIL S3 x ff J j w r- J w / V-- I 1/4' STIFF, PL. BONE SIDE \ if\ \ it � \ � \ I —\ N 3 SIDES TO T.S. �� r \ ' c J` �I <TYP TO TRACK IDES 1/8' 1 lJ �+ X 11�� L L L _ — EXIST, SLAB ` V �ROF� E� TO OF TRACK 2 c l' 3 3/4't A.F.F. A F F. AUG 22 1997 D ciry FEC of E ru iLA PLAN VIEW F R •' / - i - >� 5Ll3=0x 5' SIMPSON ET 22 ANCHOR q 3 L - DECKING 9yy FRAME " " T.S. COL, TO SLAB CONNECTION 1 �4. DOOR TRACK SUPPORT BRACE CONNECTION 5 UHIIR TRACK SUPPORT BRACE CONNECTION D' w Ltij 0 m M 01 m of A 0' 'SCALEI AS SHOWN O PROJECT NO R -424 DRAWN MI HH DATE 5 -16 -97 DWG NO C�� #10 X 1 1/2' TEK SCREW ! 24. O.C, TOP CAP •10 X TEK @ 24' INTO STAGGER SCREVS 1 1/2' SCREW O.C. ANGLE WITH INTO TOP CAP 3', 18 GA, /k GALV, STEEL DECK #10 X 1 1/2'- TEK SCREW @ 12' O.C. INTD TOP CAP - ' a 3 w i d d z a, 3', GA. E GALV. V. STEEL L DECK � #10 X 1 1/2' 3 °, 18 GA, v.__ .- 3 1/2' X 10 1/2' X 9!4' BASE PLATE .--- -----a- N 3/16' #10 X 1 I /2' TEK SCREW @ 12' O,C. -- 3', 18 GA. ® GALV, STEEL DECK 1/2 M.B. - TOTAL 2 THIS DETAIL. _._. _ ' -NI 3/16' -__ __ I - -1 I T.S. COL, �--- #10 X 1 1/2' TEK SCREW @ 12' O.C. INTO TOP CAP, TEK SCREW @ 12 O.C. INTO ANGLE GALV. STEEL DECK BEAM - 1/2' X BEAM WIDTH STIFF. PL 1/2' X BEAM WIDTH PL. 3/16' STIFFENER PLATE TYP. BOTH SIDES PLAN VIEW I INTO 1 1/2' I I I I I I I I y IT a k2 s W x y > m x Z 191 R v 3', 18 GA. GALV, - STEEL DECK I _ r J \ SIS - 1 i y p a1 iA rn 3 x x N o io N w �'- x Ej z i9 I-- - 2' X 2' X 1/4' CONTINUOUS ANGL \ L B[AM, / J � II 1 Ill --.-{ _ 2' 2'x CONTI 1/ ANGLE 4' M10 X 1 1/2' TEK SCREW INTO POST J J ¢ > ti w > rt z ¢ a t! BASE PLATE -- 10 1/2' X 3 2' X 3/4' @ T.S. 3' X 3° C OR 11 l /2' X 4 1/2' X 3/4' @ T.S. 4 ' X 4 COL. \I 3/16' 1/2'0 CONC. ANCHOR SIMPSON WEDGE O 3 /2 RED MIEA EMBEDMENT TYP. BOTH SIDES I T.S. COL TYP #1 0 X 1 1/2' TEK SCREW @ 12' O.C. @ BEAM. I i I N I I I I I I I I I 1' �-- ' 3/16' 1 � co X 11/2' TEK SCREW INTO POST I 1 y l EXCEP I 12' X 5' X 1° BASE PLATE @ T.S. 4' X 4' COL. NOTED ON PLAN EXIST. SLAB - q. _ l/ 3/16' I I 2' I I r . -- - it • ° - DRYPACK AS NEEDED CTYP7 - , . _ " '/ • "+ ' ° •. NOTE. STIFFENER PLATE AL➢ED TO I J DETAILS 6 8.8 WHERE NOTED ON DWG. TOP, 3 PLS. St p, DECK TO WALL CCINNECTI[IN L DECK TO WALL CONNECTION DECK TO WALL C ❑NNEL.TI ❑N f DEC TO BEAM C ❑NNECTI ❑N I ' L� BEAM TO COL, C ❑NNECTI ❑N � � 1�4' 20' 6 STIFFENER PLATES @ BASE 6A DECK TO WALL CONNECTIONIT 1/2'0 N.B. COPE BEAM AS REO'D TYP. 1/2'0 M.B. - -- TOTAL 2 THIS DETAIL -1/2' X BEAM WIDTH PL. ANCHOR 3/8' STIFF. PL.- 3/8' TYP. TYP. ALL STIFF, PLS, / STIFF. PL. 1!2' BASE PL • - COPE BEAM AS RE ^ 'D W TYP, 3l 4 M.B. / TYP , 0 3 (/ TYP. 6 �� l / `I 1/4' 6 MAKE 1/4' LARGER ALL AROUND THAN COL. BEAM # - ` - :: :: - SIMPSON WEDGE OR RED HEAD B E D MIN. 2 TYP. EMBEDMENT RUTH SIDES a - 5/16' ._DRYPACK AS NEEDED J f---EP ST EF. / 3116' -- - - 16' - / / � '� � i 1/2' X BEAM WIDTH STIFF. PL. 5!8'0 M.B. TOTAL 12 THT DETAIL 3/16' � .,. / - X BEAM WIDTH STIFF. PL. TOTAL M.B. TOTAL 12 THIS DETAIL - / EPD T EP ANCHO / R ALL THREAD 5' MIN. EMBEDMENT TYP. BOTH SIDES 11/2' - mi l I 1 1/2' - . - I 9A PLATE -- T.S. 3' X 3' COL. `, '- OR X 3/4' @ 3 / 4' , 1 X 4 COL. \ 1 4 II I I 1. I I I 7`- �'. ° i I I I II n I - - -I ' TYP. 1/2 ...._. - -- -- — — - BEAM ` � - --- - - BEAM --.. . � W8 X 10 OR • W8 X 15 - I• X FLANGE WIDTH 3 /B' X FLANGE WIDTH- STIFF. PL. TYP. & - '.. _ T a PL -�. -- - I __ 3/16' / TOP \ I 3/16' AS NEEDS➢ [TYP] VI8 X 65 REAM I ® I • _ -f - W18 X 40 DEAM ® I - I tl'� FLANGE WIDTH PPL---PL---_--� am` 3/8' X FLANGE WIDTH--- 1 , l_.._ STIFF. PL. 1 1' / 3/16' TYP. TOP y V I � 3„ d BEAM / i i o I` 3' - - - -- r \ ( �I - - ' I I / l a . 1 u - -- - -^, - r - - - - -F -. 3 " 3 • -. - _ _ __.,. , •" •n EXIST SLAB - , i � STIFF. PL. / 3/8' STIFF. FL. _ _ _ & BOTTl7M� /q' I� _ 3 /16'�V� - c ' S - - FULL PENET.N� BOTTOM /1/4' 3/16' I` FULL PENET.N ..I. TYP, EXIST. SLAB - [VERIFY THICKNESS 4' MIN.] BEAM TO BEAM CONNECTION 7 BEAM TO COL. CONNECTI ❑N BEAM TO BEAM C❑NNECTI ❑N 9 BEAM TO COLUMN C❑NNECTI ❑N 10 BEAM TO COLUMN CONNECTION - -- 11 BEAM TO SLAB CONNECTION 12 NOTCH WALL @ BEAM .\ REVD 5/8 M.B. COPE BEAM AS RE TYP, 3 1 /2'0 M.B. r COPE BEAM AS RI0'D TYP, I ■ 5/8'0 M.B. 1/2 KB,-. TOTAL 2 1/2'0 M.B. @ EA. END VIEW P- N 3/16' #10 S.M.S. . / @ EA. END 1/2.0 M.B. r ///��� r DECKING / @ 10' O.0 / / / TYP. WB BEAM X 35 BEAM - I W6 X 9 BE I I <� I F- . - - -- -- __ .. ._. I W12 X 19 BEAM -. - -- 3/8' STIFF. PL BOTH SIDES _..... �.I .. __ � .. . - - I - - -- I --- .T -- - I ,.:‘,'\,. I 3' X 3'X 1/4' �\ ANGLE <+3/16. ® i _ -_ -_- - _- __. - -_ r I 1 2' x 2' X 014 X 1 -1/2' 2 PER ANGLE INTO BEAM #10 2 THRU V6 X 9 BEAM zi, OR WB X 10 BEAM 3/8' STIFF. P ; _ __ . V _ _ 3/1 3/l6' 6' c I /2'0 MB, l \ 1 ` _... 1 1 1/2' � �\ 1 1/2�{ I [ I I-- 1/2' X BEAM WIDTH PL, 48' \ �. \ 1 I/O � 1 \\ J 8 1/4 X 4' LG. ANGLE TEK SCREWS ' X 1 -1/ 2' TEK SCREWS PER ANGLE TOP CAP INTO POST ~ W w x ., w x y , io y x DJ in as [..-_ - - V14 x 3o BEAM - � k ® \ ® -[ W1a x 26 BEAM l W14 X 30 BEAM ® .. ! ® 1/4' STIFF. PL 1 TYP. E ACH SIDE BE TO BE AM CONNECTION 1 E 3/l6' 3 \` X 2' \ II 2 X 3/l6 �\ 1/4' PL,. @ EA, END \`, CEILING GRID J o I - 11 - 2' \ 30' OPE i/2' M.B. C BEAM ASREO'D ° _v 3/16 X 2'X 3/16' - CEILING GRID - I � 1/4` PL. @ EA. END 1 r.._ - _... - -- 3/8' STIFF. <3 3/16' PL 14 TYP. 3/8' STI F. PL. ` -'' 1 /4' STIFF. PL.. TOP. EACH SIDE W 8 X 10 BEAM ' I Wb X 15 B M CLOSED FACE OF POST - -- O Clry BEAM 1 EXPIRED TO ENVIROFLEX ,.,: .,...- AUG 22 1997 OFET COLUMN CONNECTION PEFMI1 Ff ..., " I — _ _ 1 _ C - I 3/16 BEAM TO BEAM CONNECTION 1 BEAM TO BEAM CONNECTI ❑N 17 BEAM TO PEST CONNECTI ON 1 13 BEAM TO BEAM CONNECTION /SCALE. NONE 1 PROJECT NOS R -424 DRAWN BY. MH DATEI 5 -16 -97 DWG NO I' OF 4 12 DATE REVISIONS e A 6-13-97 REV'D; BEAM SIZES, DECK GA. ADD'D DETAILS 16 & 17 IVALFACTURC OR REPWCORCIION IN VIRM.R OR IN PART 13 A 6 REV'D) BEAM SIZES. ADD'D DETAIL 18 PROW= MEOW MOMS ENVEROFLEX NE PRAVD13S RESItie, AND 011. IRMELOOM. PRE PROPERTY CF DIVOMIRICA VC 14116 L &akar Shut Mohan, 13. 97247 Tot 714/T/9-5400 F. 71079-5472 LADDER WITH CHAIN AT TOP OUTLINE OF WALKWAY 42'H HANDRAIL - EXISTING WALL -- -4 I I1 75' 0 1/4' OVERALL .' 42'H HANDRAIL - 4' 1. DECK RAILING HEIGHT TO BE 42. 2. RAILING AND LADDER TO BE PAINTED BLACK. 3. CHAIN REQUIRED ACROSS LADDER AT DECK. 4. KICK PLATE REQUIRED AT LOCATIONS WITHIN 6 OF EDGE OF DECK. 5. SEE DETAIL 17, DWG. S3 FOR HANDRAIL POST ANCHOR. MOFZEO - 12° HANDRAIL POST THRU BOLTS SIZE, TYPE & QUANTITY PER HANDRAIL MANUFACTURER KICKPLATE 3, 18 GA. GALV. STEEL DECK 16' X 12° X 3/8' PL. NOTE' 'BOTTOM PLATE NOT REQUIRED WHEN POST IS DIRECTLY OVER A BEAM. POST MAY BE BOLTED TO BEAM. HANDRAIL CONNECTION HANDRAIL RUN PERPENDICULAR TEl DECK RUN HANDRAIL CONNECTION HANDRAIL RUN PARALLEL TO DECK RUN 8 \, - HANDRAIL POST THRU BOLTS r SIZE, TYPE & QUANTITY PER HANDRAIL MANUFACTURER KICKPLATE \ -3°, 18 GA. GALV, STEEL DECK \- 4° X 4' X 1/4° X 3' LG. ANGLE EA, PAIR OF BOLTS X LT > 5 5 tT- /SCALE. 1/4•=1 PROJECT ND R-424 DRAWN DTI NH DATE' 7-18-97 DWG P401