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HomeMy WebLinkAboutPermit D97-0197 - BOEING #21-04 - BOX SHOP RELOCATIONCity of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 102304-9069 Address: 3417 S 120 PL Suite No: Location: Category: ACOM Type: DEVPERM Zoning: MIC/L Const Type: V-N Gas/Elec.: Units: 001 Setbacks: North: 0 Water: 125 Wetlands: Permit No: Status: Issued: Expires: D97-0197 ISSUED 07/30/1997 01/26/1998 Occupancy: WAREHOUSE UBC: 1994 Fire Protection: SPRINKLERS South: .0 East: .0 West: .0 Sewer.:., VAL ,VUE Slopes: Y . . Contractor License No,::.,BOEINC.*294ML OCCUPANT BOEING #21-04 3417 ,S'• 120 PL,SEATTLE, WA •98124 OWNER SABEY CORPORATION 201 'ELLIOTT AVE. WEST, SUITE 400, SEATTLE WA CONTRACTOR BOEING COMPANY . P.O. BOX 3707, M/S IF-09, SEATTLE, WA 98124 CONTACT GARY TALLER Phone: 206544-2975 P.O. BOX 3707, M/S 46-87, SEATTLE, WA 98124 ***********•******.***********k*•.*******.*.*******'*******************.* kk******** *fir***kk* Streams: Permit Description: RELOCATE BOX SHOP. ****************•k*****************************************************fit****:r******** Construction Valuation: $ 161,000.00 PUBLIC WORKS PERMITS: '..*(Water Meter Permits Listed Separate) .Eng." Appr: Curb Cut%Access/Sidewalk/CSS: Fire Loop Hydrant: No:.. Size(in):; .00 Flood :Control Zone: Hauling: Start Time: End Time:' Land Altering: Cut: Fill: Landscape Irrigation: Moving`'Oversized Load: Start Time: Sanitary Side Sewer: No: Sewer ,Main Extension: Private: Storm Drainage: Street Use: Water Main Extension: Private: Public: ***k******************,*A*.*********************************************************** TOTAL DEVELOPMENT PERMIT. FEES: $ 1,971.71 *********************k*****************************************•k***•k***********k**.k* 98119'. End Time.:, Public: Permit Center Authorized Signatureka192. _. Date:1_=.QL�� 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 provision of any oth 'tate or local laws regulating construction or the performance of wR am authorized to sign for and obtain this development p=1 mit. Signature:___ Print Name: Date __73 p.717 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. Address: S.u`i t e Tenarit vpe DEVPEFM Parcel # 102304,9069. k44;i*4' * 44c****.***1(**k*•k*k*******k 'ermlt onditions 5: 120; P Permit No. D9.7-0197 Status: ISSUED, Applied ;06/18 1997` Issued 07t30l1997" **•k*********.****`•k***** *'k'k**** k*****•k k'k* changes; will be. made ;.to .:the: plans.•.00.1ess ` approved by•the: r�chltect o,r Enginee► and th.e'TukwilBuilding Division ; Electrical permits` shal lnlbe 55zobta„fined :thf o:u.gh:`the Washington.. e StatDivision :af L:a`bor`"hand" "Industrie`s ands al l el.ectr.ical work will be 1.rispeSat di by that sager;cy (248 6630).4 A.1:1 permits, ,;inspect,? on ar�ecords>, and approved :., p l a►, fsha 1.1 available at4 the jobs sfte 'priorxto the start 'ot any con : s .ruct:ion `i:. These', documehnts: are to •be. ma l r tat nett ; and avai 1- able until ,tidal inspection•`approval.!is Fgr anted. ;, •Pa.b`rr titiort,(wa11s attached to 'ceji1 -.0g grid "must, be- Water ' •ace04,1.4/over�`�,_ l gh' . f 8) fee,t .-il#ij filAen. gt11.r ' A1'l car�rstrpcti.o:n t,o': be don^e, .:in cani f,ormance wth li e, p Tans d riequ i r emen is r.of� t;he Uniform Building Code ,(�1�99 Edi•t-i`bri) anas amended, Uir�i,form';'11e,chani.ca1 , Code `t 1994` Ed;1.:tio andl(W shington rF:State Energy ,Cb`det 1 -:'9;94 Edition) .' Va.lrtl ri ty's gf Permit.,• The issuance of ,a; m per• s t or appr ova pl;ans,' specifications, and c:omputatslonshall not .bye con strrtlFed to b,e a permit for i. ,or san..approval.lot, any violation,: of•.4�a�ry;Jofaythe6:p#r�ov1aitints, of}�ithe building • code or of any , otIi or ir'lance .ot .-the,= jur, iisdletton= No,.pe,rmit presuming Ito s t � gi,ve1 autihorrlt r to vioil,a`tef.or:4'cance'�lk,=the pr,ovislons Of this :codtel shalll4.beo valid'. ,� 1 ;_ T, .. y.', `i' r„�ra. v; r, ,,�."ay ^.fir,:`. yr 1, �: • CITY C IKWILA Permit Center \-- 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431-3670 JOB II I 00 , -•0O Commercial / Multi -Family Tenant Improvement / Alteration 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 Name/Tenant: )� BOE I NG BLDG . tr ,,.) " 0 �i Value of Construction: f t coo Site Address: �� City State/Zip: Tax Parcel Number:66 Property Owner: THE ROE f NG COMPANY Phone: • SlreetAddress:P.O. BOX 707 M/S 46-87 SEATTLECC irty WAe/�%124Fax#: . S� Contact Person: GARY TALLER /i-544-2975/ P e: Street Address: Cit�yy State/Zip: P.O. 80X 3707 MIS 46-87 SEATTLE, WA 9g12% Fax #: 206-544-2854 Contractor: Phone: Street Address: City State/Zip: Fax #: Architect: Phone: Street Address: City State/Zip: Fax #: Engineer: • Phone: Street Address: City State/Zip: Fax #: Description of workto be done: 1z� ©Ceitii-t- \uX - t' .o. Existing use: ❑ Retail El Restaurant El Multi -family 71 Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel El Office ❑ School/College/University ❑ Other Proposed use: El Retail El Restaurant El Multi -family ❑ Warehouse ❑Hospital El Church fa Manufacturing ❑ Motel/Hotel El Office ❑ School/College/University7El Other Will there be a change of use? leaf yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) C LAtry_ of 0CC-CA? 1 "C'J •A-6 F , Will there be rack storage? A yes El no Existing fire protection features: sprinklers GI automatic fire alarm CA none none other (specify) Building Square Feet: I I j `7' existing Area of Construction: (sq. ft.) .4, 5-8/-1 Will there be storage of flammable/combustible hazardous material in the building? El yes El no Attach listof materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC,WORKSSITE/C1VIL':P.LAN'REVIEW.OF THE,F.OLLOWING: ;; (Additional reviews may determlt edbythiPubllc Works Department). ` El Channelization/Striping El Curb cut/Access/Sidewalk ❑ Flood Control Zone ❑ Hauling El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation El Sanitary Side Sewer if: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use El Water Main Extension 0 Private 0 Public El Water Meter/Exempt #: Size(s)* 0 Deduct 0 Water Only El Water Meter /Permanent # Size(s): El Water Meter Temp II Size(s)* Est. quantity: gal Schedule: El Miscellaneous 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. Date application accepted: ("I'PERMIT.I)OC 7/9/96 Date application expires: Application fa r : (initials) ALL COMMERCIAUMULTI-FAH TENANT IMPROVEMENT/ALT. TION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN A BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non -Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H-13). Business Declaration required (Form H-10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas • 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil/site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled El ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. El ❑ Vicinity Map showing location of site ❑ El Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished El ❑ Construction details El ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non -Residential Energy Code Date shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). El El Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. El ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health Is located at 201 Smith Tower, Seattle, WA or call (206) 296-4787. (Form H-5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H-4, "Affidavit in Lieu of Certificate of Contractor". Building Owner/Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 1 HEREBY CERTIFY THAT / 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 / AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER QR AUTHOR! l,f3' Signature: 4Qfi)yTI4� Date: r g'67 Print name: GARY TAL, ER Phone:206-544-2 75 9 Fdx tt:206— 44-28 4 5 5 Address p.0. f1DX 3707 M/S 46-87 City/State/ZipSEATTLE, WA 98124 CTPERMIT.DOC 7/9/96 *���** +� *+++�+� + +*+ nTRANSM%T CITY OF KWIL�� NA I �� � �' k � �� ' �^Dok-���*k��**�***+ + +�4** .,.. _�� ,~.. TRANSMIT Number: R9700601Ampunt: ,1.971.71 06/38/97 15:40 payment Method : CHECK Notation: BOEING ! ' In it: SLB `'.permit No:'D97-0197 Type: DEVPERM DEVELOPMENT PERMIT ParcelNo: 102304-�9069 Site Address: 3417 S 120 PL , This Payment Account Code 000/322.10O 000/345.830 000/386.904 11 Total Fees: 1,971,71 Total ALL Pmtm: Balance: Description BUILDING - NONkES 9LA14 CHECK ~ NONRES STATE BUILDING SURCHARGE 1,971.71 , 1.971.71 .O0 gmount 1,193.25 774.96 4.50 INSPECTION RErRD Retain a copy wit V.:rmit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: � � �t , (4 Type of insp n: � � �C7 Address: ' Date called: Special instructions: x Date wanted: /o j67 a7 a.m. Requester: cam. Phone No.: 'Approved per applicable codes. Corrections required prior to approval. CMENTS::: Inspector: Date: I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: ��errni�- (2ord. Coe PLAN REVIEW / ROUTING SLIP'�y ACTIVITY NUMBER 91- ql DATE,z 7 �q PROJECT NAME 130e rn9 ii'on DEPARTMENT: BUILDING DIVISION �1 FIRE P NTION C P 'VISION C PUBLIC W STR •.PERM COORDINATOR l DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE n/ 19 COMPLETE t l NOT COMPLETE C NOT APPLICABLE C COMMENTS TUES/THITRS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED 0 ROUTED BY STAFF I I (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE t I APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL DATE DUE DATE NOT APPROVED (attach comments) t .i CORRECTION DETERMINATION: APPROVED I I APPROVED Wl CONDITIONS REVIEWERS INITIAL C:ROUTE-F DATE DUE DATE NOT APPROVED (attach comments) Ci (Certification of occupancy r quired. ) P.ernn�� coordifttosi PLAN REVIEW /ROUTING LIP ACTIVITY NUMBER D97-0197 DATE 6/18/97 PROJECT NAME BOEING #21-04 DEPARTMENT: BUG DIVISION FIRE PREVENTIOfN� �---I PLANNING DIVISION El P LLC1r� / ❑ gIIT�C"0(01)/ATORt.I 'Iq- 4)(M(1V {1 Lint • DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 6/19/97 COMPLETE l% COMMENTS NOT COMPLETE NOT APPLICABLE 0 4 TUES/THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE 7/03/97 APPROVED � APPROVED WI CONDITIONS NOT APPROVED (attach comments) Q REVIEWERS INITIAL DATE CORRECTION DETERMINATION: DUE DATE APPROVED I I APPROVED W/ CONDITIONS fl NOT APPROVED (attach comments) U REVIEWERS INITIAL DATE (Certificadon of occupancy required. ) C:ROUTE-F City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director December 6, 1999 Gary Taller PO Box 3707 M/S 46-87 Seattle, WA 98124 RE: Permit Status D97-0197 3417 South 120th Place Dear Mr. Taller: In reviewing our current permit files, it appears that your permit for relocating box shop issued on July 30, 1997 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, L / / Brenda Holt Permit Coordinator Xc: Permit File No. D97-0197 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 CITY OF TUKWILA Department of Community Development Building Division -Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 REVISION SUBMITTAL DATE: '7/ it/47 PROJECT NAME: PLAN CHECK/PERMIT NUMBER: £Y 7 —O /9 7 BOEING DEFENSE & SPACE GROUP PROJECT ADDRESS: 314/7 /„91) C, ia( 2 i- O LI CONTACT PERSON: GARY TALLER PHONE: 206-544-2975 10 REVISION SUMMARY: C Ind ti e. �GCC,c a InC f po w.r � Q 1- rp F �� 1 Q' ew cc)►^-•►�Gw i.S D � LUG �Gr' Gth Le.V t RECEIVED CITY OF TUKWILA SHEET NUMBER(S) A I "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY GrAerect- T", siva re:k City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief ii nc a.3, ( q q7 Fire Department Review . Control # o q-i-o (cr7 Re: T.I. at efnc *JELL/ Dear Sir: 3411 a 1Do P1 The attached set of buildingplans have been reviewed by The Fire Prevention"Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3-1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1-6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1-6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher", with an arrow pointing to the unit. (NFPA 10, •1-6.3) (UFC Standard 10-1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4-3, 4-4 and 4-4.3) Every six years, dry chemical and Headouarters Station! 444 Andover Park East • Tukwila. Washington 98188 • Phone: 1206) 5754404 • Fax 1206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4-4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection.:tag is not completed, a reputable fire extinguisher service company will be required to, conduct these required surveys. (NFPA 10A-4-4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two o'r more exits from a room or an area are Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 4404 • Fay (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all' -times. .(UBC 1013.3) 5. Exits shall be illuminatedany time the building is occupied with light having an intensity of not less than 1 foot.candle at floor level.. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1.and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13-4-4.1.3.2.1) 7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition/relocation of walls or partitions may require relocating and/or adding hose stations. 8. An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57S-4404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 4 John W. Rants, Mayor Thomas P. Keefe, Fire Chief 9. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more -than 50 heads shall have the written approval of the W.s:k�:B'., Factory Mutual, Industrial Risk Insurers, Kemper. or any other representative designated and/or recognized by The City of Tukwila, prior do submitalto the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test, Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212-80), 10. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5-1.3.4) 11. 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) 12. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone(206).57S•4404 • Fax (206) 37$4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated", removed,or improperly installed. (UFC 701) The maximuj flame spread class of finish materials used on interior'walls and ceilings shall not exceed that set forth in Table No. 8-B of The Uniform Building Code. (UBC 804.1) 14. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City:. of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief The Tukwila Fir4 Prevention_, Bureau TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 4439 BUILDING DIVISION PLAN REVIEW COMMENTS DATE: June 3, 1997 PROJECT NAME: Boeing #21-04 PLAN CHECK NO.: D97-0197 PLAN REVIEWER: Contact Bob Benedicto at (206) 431-3676, if you have any questions regarding the following comments. 1. A woodworking shop is classified as a Group F, Division 1 occupancy per UBC Section 306.1. Please revise the code notes on the title page of the working drawings to reflect this change of occupancy. 2. As the result of the change in occupancy the F-1 occupancy must be separated from the rest of the building by a one hour fire resistive occupancy separation. Indicate on the plan where this separation exists or is proposed to be constructed. UBC 302.1, & Table 3B (Footnote 6). 3. Provide a note to the plans stating what provisions will be included in the development of the "Carpenter Shop" to comply with UFC Article 30, Section 3002 & 3004.2. and UBC Section 306.8. 4. Provide analysis and design for the installation of the pallet racks. Design to indicate the method for providing anchorage of the racks to prevent overturning during a seismic occurrence. February 10, 1997 1-9604-DBW97024 To: Larry Allen 19-35 Leonard Astemborski OH-13 Terry Beals 63-04 Rick Ford 2R-71 Len Knecht 63-04 N. Konwent ' 5H-26 John Murdoch 89-14 N. Pestisme 63-04 Lori Pitzer 2R-71 Mike Sullivan 3U-EH Gary Taller 46-87 Rex Turner 7R-35 Subject: 1997 Washington State Contractor's License for The Boeing Company Enclosed is a copy of the Washington State Contractor's License for 1997. This license expires on January 1, 1998. Please contact me if you have any questions. - n /1-ely% mot" D. B. Weigelt 1-9604, 1 F-09 (206) 655-4535 Enclosure BOE T NL1c 294ML /J/////% /I///J/J/I//JJI/////%////I///!%(✓%;l///J//%%%%//%%///%%!/%////.%////(/J!/N//%/t%%fI///J%//J///IJ/%/J///////J/////I////%//i//I////J/%/J\J a\a. ,i� DEPARTMENT OF LABOR AND INDUSTRIES •x.�':;,,THIS .CERTIFIES THAT THE PE i$QNNAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A . ♦ .et. +" ; �. ice. E i.,; - 41- ,l .zu}�l-} I9,: ii i � FRS •�. ,w . �• , , S' li w•]{if' ,l.. v:' r.'T2sitFl.t.•"►:`�KITwsL11LL'E{2Lt::.ii~irxtiJ�•cr,� K ._ -�• �. 4.-'i.:p'W: .ti .7{ fit'" • 4m ir1i'1 -r.V., �sk3.! , ' .kt.: .1.. . `:wi 1 >t-. r t „1•J> C`.l..... +sue; > .3 .-.Y i,°si`�a -'`, ,,�,,. ° _ , STATE OF WASHINGTON k <•'yt s. -Flit •`.t'f:,?'�5' fd�t'i':-t,iSv'� �'s�t't!�t:'•r, -�� IN: \ y 5 tr?. srATT E • :98124-2Q0•7 - ,-:, -.... • • - _ —• F625-052.000 (3.92) ,J/JJ/J/J//J////N%JJ%%JJ%II%f/XJ///..,vm;%J//%//JJIN/JJ///%%/%JJi%.;A,v: w.A.•:J%J%%//J//NJJ%:,,,,, ,,,,, /i/////,,w...,vw./JN//i//JJ/i/J////N/ii'\ VICINITY MAP 99 01 11 a — KING COUNTY AIRPORT OFFICE CENTER (FAA) s T \ 9 „Alp FROM SEATTLE - TACOMA AIRPORT FROM DOWNTOWN SEATTLE EXI1 158 EAST MARGINAL WAY CORPORATE PARK 599 TUKWILA 900 EXIT 157 - PROJECT SITE -EXIT 158 DEVELOPMENTAL CENTER FROM KENT & AUBURN EXIT 157 Il al No SCALE 900 1 - - - - - -- - -- ADDRESS: (EAST MARGINAL WAY CORPORATE PARK) 3417 SO. 120TH PLACE SEATTLE, WA BUILDING 21 -04 (WAREHOUSE "B2" & "E2 ") SEE PLAN BELOW 21 -02 21 -03 — _' AREA MAP PROJECT SITE B2 I 21— 01 III II, NO SCALE EAST MARGINAL WAY CORPORATE PARK CHECK BOX • BRIEF PROJECT NARRATIVE TENANT IMPROVEMENTS: PROJECT CHECKLIST ❑ THESE DRAWINGS CONFORM TO THE 1994 U.B.C., U.F.C., U.P.C., AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH THE CITY OF TUKWILA ZONING. ❑ ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 10 -A. ❑ BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: I/11 1. TENANT IMPROVEMENT (STRUCTURAL): I%1 5 SETS OF ARCHITECTURAL DRAWINGS CC 5 SETS OF STRUCTURAL DRAWINGS ❑ 5 SETS OF STANDARD DETAILS ® 5 SETS OF ENGINEERING CALCULATIONS ❑ 5 SETS OF ENERGY CALCULATIONS ❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 2. TENANT IMPROVEMENT (NON- STRUCTURAL): ❑ 4 SETS OF ARCHITECTURAL DRAWINGS ❑ 4 SETS OF STANDARD DETAILS ❑ 4 SETS OF ENERGY CALCULATIONS ❑ 4 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 3. TENANT IMPROVEMENTS (REVISIONS), 2 COMPLETE SETS ❑ 4. MECHANICAL, 4 COMPLETE SETS ❑ 5. FIRE PROTECTION /SPRINKLERS, 3 COMPLETE SETS CHANGE THE NORTH PORTION OF THE BUILDING FROM HIGH PILED STORAGE TO A BOX SHOP (F -1 MANUFACTURING PLANT) THE AREA INVOLVE IS A TOTAL OF 36,584 SF. CODE SUMMARY o30o E) L,r0(10 STY A REVSicN RELOJATE BOX SHOP - JHIUGD66-DT at MRM DATE 7 23.97 SYN 21=04, RE ,OCA' BOEING DEVELOPMENTAL CENT ER 5/25 EAST MARGINAL WAY SOUTH SEATTLE, WASHINGTON 98108 dl APPROVED REVLSPH RY AIIRFLAU EJ, A tiE /Aft rACILITIE- DEPARTMENT GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRED DESIGN REV DNS. REVISIONS TO BE APPROVED BY CITY OF TUKWILA PRIOR TO PROCEEDING WITH PROPOSED REVISED WORK. RETURN THIS SAME SET TO GARY TALLER AT BUILDI.G 9 -51.2 COL. N/1 AFTER COMPLETION OF THIS CONSTRUCTION SEN E3 0 X rS 0 SHEET NO. Al 1A1OR 1A10 1A11R 1All A200 A201 A202 A370 A501 APPRO. SHEET TITLE COVER SHEET, LEGALS & NOTES FLOOR PLAN (REMOVAL) FLOOR PLAN FLOOR PLAN (REMOVAL) FLOOR PLAN DETAILS & SECTIONS DETAILS & SECTIONS WALL SECTIONS & DETAILS INTERIOR FL _VA.TIONS MISC. DETAILS LAND USE CODE CODE REFERENCES OCCUPANCY CJOLP OCCUPANCY CHANGE CONSTRUCTION TYPE AREA SEPARATION WALLS NOTE: 3 BLDG. PORTIONS SEISMIC ZONE FIRE ZONE PARKING PROVIDED PARKING REQUIRED ACCEPTABILITY nos DESn�J AND7DR SPECIFlGtgN 6 PPPROYiD WPROVED WY DEPT. DAM DRAWN BY .EGKED MGR. CHECKED APPROVED DRA ARCHITECTURAL MASTER TITLE SHEET BLDG. 21 -04.1 COL. A- K/1 -11 TILE COPY .:,awe. Receipt of ccntrectcv's copy of apprand pins By 0380 "/�- LA/. !/� - i i 7 30( . 7 , Pe No. • I iii,, ' SEPARATE PERMTT FiTQu1RED FOR ❑ MECHANICAL 'Z :: LUMMING PIPING OF TUKWILi BUILDING DMSR); WING INDEX A REV. SHEET SHEET TITLE NO. NO. A A B C A 51 S2 S3 S504 S505 5506 FLOOR PLAN FLOOR PLAN STRUCTURAL GENERAL NOTES PLANS & DETAILS DETAILS AND SECTIONS CRANE PLANS, SECTIONS & DTLS REV. NO. i H M -HP 1994 UBC, KING COUNTY / TUKWILA WASHINGTON STATE ENERGY CODE WASHINGTON STATE BARRIER FREE CODE A ✓LTIONS TO THE CITY OF TUKWILLA B -2 STORAGE FOR COMBUSTIBLE GOODS B -2 OFFICE B 2 (WAREHOUSE - STORAGE OF GOODS TO F -2 FACTORY AND INDUSTRIAL - LOW HAZARD AT NORTH PORTION ONLY - (36,584 SF). V N SPRINKLERED THROUGHOUT 2 HOUR + HORIZ. SEPARATION @ THE ROOF (IN LIEU OF PARAPET WALL) N. PORTION (BOX SHOP), CENTER & S. PORTIONS (NO CHANGE) LOCATION ON PROPERTY SEPARATIONS -(3 SIDES) @ N. & S. PORTIONS AND (2 SIDES) B CENTER PORTION OF THE BUILDING. FLOOR AREA (ACTUAL) BUILDING FOOTPRINT = 113,724 S.F. BUILDING HEIGHT: 26' 5 1/2" FLOOR TO TOP PLATE STORIES: 1 W/ 5,220sf MEZZANINE IN THE S. PORTION REMODELED AREA: 36,584 sf A OCCUPANT LOAD: CHANGES FROM B -2 TO F -1: [36,584 sf /200] - [36,584 sf /500] = (183 - 73) = 110 WAREHOUSE = 44,080 C. PORTION + 30,740 S. PORTION @ 500 = 150 STORAGE = 1550sf W 300 = 5 MECHANICAL = 1,B50sf B 300 = 7 MANUFACT = 36,584sf CO 200 = 183 for the N. PORTION OFFICE = 8,092sf B 100 = 81 in the S. PORTION MEZZ. CONFERENCE= 140sf B 15 = 10 CITY OF i:il"' ' FIRE PROTECTIONS FULLY AUTOMATIC, WET PIPE THROUGHOUT A VVIJVEI SMOKE VENTS & CURTAIN BD. INSTALLED IN ENTIRE BUILDING IN 1993. J i_ 3 3 739 725 Y T d ( T D.C. clTv ECEIVED OE TUKWIL4 PER IT CENTER UST RAVKION I SYNral SHFET Al JOR NO. 160086 -00 DWG NO. 21 -04 -Al SVA L • FE W8 RIVED RELOCATE BOX SHOP J #160086 -00 MRM By rPPROVED DATE 5.22.97 E3 REVS By APPROVm SCALE: 1/8" = 1' - 0" DATE P LAN STORAGE AREA 101F2 AP Aef FACILITIES bEIPARTMENT I E E fir - ACCEPTABILITY SPECIFlGIN)N Q APPROVEp APPROVED BY CHECKED APPROVED APPROVED 0- . D M. DITTMAR —3 7 -31 -96 TRLI E1' FEO- LEGEND: ARCHITECTURAL MASTER GENERAL NOTES: EL!r'.CVE OBJECT FEVTVE WALL / PARTITION Y: -Or WALL - NO CHANGE ASBESTOS NOTIFICATION A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBEST CONTAINING MATERIAL WAS NOT DISCOVERED THAT WCIULD BE ENVOLVED CONSTRUCTION OF T:'TT PROJECT. DO NOT REMOVE, DAMAGE RJR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THE WORK AREA. PLEASE CONTACT BOEING ■ FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT THE WORK. 1. COORDINATE WORK WITH ALL TRADES REQUIRED TO COMPLETE THE WORK. 2. LEAVE WORK AND STAGING AREAS CLEAN AND UNCLUTTERED AT THE END OF EACH DAY AND THE END OF THE JOB. 3. REMOVE ALL DEMOLISHED MATERIALS FROM BOEING PROPERTY, 4. REMOVE ALL TOOLS AND MATERIALS FROM THE WORK AREA 5. NO CHANGES SHALL BE MADE TO THE DRAWINGS WITHOUT WRITTEN APPROVAL BY THE FACILITIES ENGINEER RESPONSIBLE FOR THAT PORTION OF THE WORK 6. POST ALL CITY SIGNED & STAMPED. DRAWINGS, SPECS, AND INSPECTION RECORDS VISIBLE AND EACILY ACCESSIBLE AT THE JOB SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DOCUMENTS AFORE - MENTIONED AND THE OCCUPANCY PERMIT HAS BEEN ISSUED, AT WHICH TIME ALL DOCUMENTS SHALL BE DELIVERED TO GARY TOLLER, BUILDING 9 -51 2 ND FLOOR, COLUMN Ni. 2 CONSTRUCTION NOTES: ® REMOVE AND SURPLUS 35 BOLLARDS SEE SECTION C - SH. A200 REMOVE AND SURPLUS IN RACK SPRINKLERS 1 HOSE RACKS SEE MECH. DWGS. DISMANTLE AND SURPLUS 125 FINGER RACKS GRIND MOUNTING BOLTS FLUSH W/ CONC FLOOR DISMANTLE AND SURPLUS 26 PALLET RACKS GRIND MOUNTING BOLTS FLUSH W/ CONC FLOOR PROVIDE SUPPORT TO DISCONNECT, PALLETIZE AND SHIP 5 MACHINES AND THEIR RELATED EQUIPMENT, (DUST COLLECTOR, CONTROL PANELS ETC.) AS REQUESTED. GRIND MOUNTING BOLTS FLUSH W/ CONC FLOOR .3.5 KEY PLAN SCALE: NONE RECENE) CITY OF TUKW'ILA FLOOR PLAN (REMOVAL) BLDG. 21- -04.1 PERMIT CENTER COL. A- K/1 -3.5 D.0 JOB v0. C OF T.;G'IIW. JUL 20 3.5 8.5 11 tisr Rensln OHE- 1A1OR A 5/5/95 ROE Ono N0. 21- 04 -1A1OR DATE A 00 K I`GA1A e_ TABLE U 48x100 I ~ J oil o EI ADARI FOR �I FE r PALLET RACK PALLET {2ACK O I L 40X126 40X126 8 v TEMPATURE/HUMIDRY CHAMBER PEWS% FUTURE DCN ROOM RELOCATE BOX SHOP J #160086 -00 PALLET RACK I Q 44X174 PACKAGE TEST CRANE TRAVEL ENVELOPE II•• INCLINE 1 W� TES. S EE SHEET 1411 FOR CONTINJATION I MRM BY MOBILE WALLACE CRANE Erti APPROVED - SCRAP FOAM aE 6.27.97 PLASTICS RITESIZE BOX MAKER L_WIRE STITCHER WIRE STITCHER_ - A202 v SLOTTER 1 DUMPSTER DUMPSTER REVISOR 1A10 A201 OFFICE 1 APPROVED L - - � DUMPSTER! L _ — NOTE: FOR EXACT LOCATION OF THE DIE CUTTER — SEE STRUCTURAL DRAWINGS PLAN SCALE. 1/8" = 1' -0" DATE DUMPSTER i TtERY CHARGERS CRANE POST 20' -0" FACILITIES bEPA'RTMENT G SE SHEET S502 & M5 0 FOR P ------- -------------- -------- - - - - -- - - - - - - CRANE CRANE POST 24' - 11/2" POST 24' - 11/2" CRANE POST CRANE STEEL FLOOR 5 ON OVERHEAD CRANE Aryg L \ rc DESK L RADIAL ARM SAW TABLE �H) CRANE POST TABLE 5x10 5x10 TABLE CARPENTER ROLLERS 5x10 SHOP O FE 17 IA a o snw 1r L— SANDER CRANE POST 12' -1 1/2" TABLE MECHANICAL EQUIPMENT & PADS TABLE ACCEPTABILITY TEAS DESw AND/oR SPFDIFlG1pN 5 MPRDVED APPROVED BY CRANE POST CRANE POST E - -v BAND SAW L] DEN.. EN CHECKED ENGR APPROVED E�D ROVED 0- ITABLE TABLE 5x{ol ff M DITTMAR TABLE SAW 1-- -31 -96 FEO- BUMBLE E ]hk FED SE PARATE P ERMir R 'EQUIR`E LEGEND: GENERAL NOTES: ASBESTOS NOT1EZA11ON: A good faith survey of the work arec has bee conducted and asbestos containing material was n,_ doscovered thai would be ir:-olved in the construction of this project Do not remove, dcmoge or disturb any asbestos material adjccent to the work area. Ph ^se contact Boeing Facilities Department if asbestos containing material is damaged or discovered that is required o be removed to support work. SEE SH. 1AIOR FOR ADDITIONAL GENERAL NOTES. CONSTRUCTION NOTES: A INSTALL EQUIPMENT AS SHOWN REMOVED FROM THE 7 -81 -2 BLDG. BOLT TO CONC. FLOOR AS DESCRIBED EF^ ON THE STRUCTURAL DRAWINGS , HRa�� F PM/)• SEE ALSO THE MECH. AND ELECT. DWGS. ✓ ✓A ,9 E0 .5 \/ FLOOR PLAN BLDG. 21 -04.1 EXISTING WALL NEW WALL NSTALL (4) PALLET RACKS AS SHOWN AS SHOWN ON THE STRUCTURAL DRAWINGS INSTALL THE 5 TON CRANE WHERE SHOWN & IN ACCORDANCE TO THE DETAILS AND NOTES ON STRUCTURAL DRAWINGS SEE ALSO THE MECH. AND ELECT. DWGS. NOTE: THE CRANE IS SALVAGED FROM THE 7 -81 -2 BUILDING. INSTALL 44 LF OF 8 FT HIGH "O'BRIEN" DEMOUNTABLE PARTITION INCLUDING (1) 3' X 7' X 1 3/4" SC. WD. DOOR W/ H. MTL DOOR FRAME. INSTALL A "YALE" AU5407LN LOCKSET (MINUS THE 1210 CYLINDER.) SEE SECTIONS C & D SH. A201. 'L> INSTALL 72 LF OF 24'-2" FT HIGH (FULL HEIGHT TO ROOF DECK OR TO BOT OF GL. BM.) SEE SECTION D ON SH A202. PAINT NEW TRANSPORTATION AISLE LINES 4" WIDE WITH YELLOW TRAFFIC PAINT. INSTALL PACKAGE TEST EQUIPMENT (SEE STRUCTURAL DWG. SH 5504) NOTE: EQUIPMENT SALVAGED FROM 7 -81 -2 BLDG. REKEY (4) EXTERIOR DOORS LOCK AND KEY TO SUPPLY 1201 CYLINDERS INSTALL (2) 1ABC, DRY CHEMICAL, 6 LB. 3A40 BC FIRE EXTINGUISHERS MOUNT UP 48" FFL TO HANDLE BRACKET. KEY PLAN SCALE: NONE RECEIVo a ITV Or TUKWIL4 PERMIT CENTER ARCHITECTURAL MASTER COL. A— K/1 -3.5 D.0 JOB NO 3.5 8.5 11 A LAST PE SION I SNBOL SHEET 1A10 DW G N0. 21- 04 -1A10 5//95 DATE SYY aT T LAI ID 17 FEVISION RELOCATE BOX SHOP J4160086 -00 11' -1" ILJI 4 I I FE ° MILLER APPROVED r- 1 - - - -- II ` - -E3 - -- l 071E 04.02.97 BENSON \D' li 1 LL B( APPROVED DAM 1 E> PLAN SCALE: 1/8" = 1 - STORAGE AREA 101F2 STORAGE AREA 1 101F5 0,/ �� FACILITIES DEPARTMENT y IF II fr -T° OPPRCATO BY ACCEPTABILITY P11S fi r ND70R SPECIEICpDON 5 A APPROVEp DEPT j FE O D B M. DITTMAR CHECKED ENV, E3� CHECKED APPROVED APPROVED 07 07 -23-96 SEE SH. All CONST. PLANS. fr_>;- REMOVE A 11' -1 "W X 1' -6.5 "H SECTION OF A 2HR STUD WALL SEE SECTION G SH A202 * NOTE: CROSSED OUT ITEMS ARE TASKS THAT ARE SEPARATELY PERMITED & ARE ON ANOTHER SET OF ARCHITECTURAL DRAWINGS. MF'ARTI.ICNW -- ORRRE ti 3.5 'A'ND ' ARCHITECTURAL MASTER LEGEND: EE REMOVE WALL REMOVE OBJECT EXISTING WALL NEW WALL SERVICE SINK HOT WATER TANK. TRASH CAN (30 GAL) TRASH CAN W/ FIPPEP TG° PAPER TOWEL DISPEN'SOE FLOOR DRAIN FIRE EXTINGUISHER CI DF DRINKING FOUNTAIN GENERAL NOTES: ASBESTOS NOTIFICATION: A good faith survey of the work Tea has been conducted and asbestos containing material was not doscovered that would be involved in the construction of this project. Do not remove, damage or disturb any asbestos material adjacent to the work area. Plense contact Boeing Facilities Department if asbestos containing material is damaged or dis "evered that is required to be removed to support work. SEE PRECEEDEING SHEET 1A100 FOR CONSTRUCTION GENERAL NOTES! CONSTRUCTION NOTES: ® REMOVE AND SURPLUS 6 BOLLARDS. GRIND MOUNTING BOLTS FLUSH W/ CONC FLOOR. SEE SECTION C SH. A200 REMOVE AND REINSTALL 4 BOLLARDS SEE SECTION C SH. A200 DISMANTLE AND SURPLUS 13 FINGER RACKS DISMANTLE AND SURPLUS 4 PALLET RACKS REMOVE AND REINSTALL 8 FINGER RACKS REMOVE AND SURPLUS (3) ELECTRIC BASEBOARD HEATERS SEE ELECTRICAL DRAWINGS *— TCt10VE AND SURPLUS A DRINKING FOU'1TAI'1 REMOVE AND REINSTALL A PALLET RACK SEE STRUCTURAL DRAWINGS FOR DETAILS '.,Li.JPL AI10 JU17r LUJ e SMALL II ' J'uL 2 a SEE MECHANICAL PLUMBING DRAWINGS FLOOR PLAN (REMOVAL) BLDG. 21 --04.1 KEY PLAN SCALE: NONE 1A10 '_'OL. A— K/1 -3.5 D.0 RECEIVED CITY O`r T'JKINiLA 1'997 PERMIT CENTER N9 N 3.5 6 5.5 11 JSi P,s'oN VIA BO 1A11R DWC NO. 21- 04 -1A11R All A5O1 1— MOP BUCKETS car DOLLY STOR CE- CABINETS 1A11 A501 TD t thAKOLKS I PTD A k �. 32 32 32 r V ■ MEN O p z i o - .r. El w I , �i 7 ou w• 13 Ei ▪ N w r o l � I • r 32 2 32" • ! _ V ,__ 1A1 A5t L sT IS r I- I `� I JI PT� �� Fl S w' JANITO I B0. eQ _HOUSEKE PINGA 5 I . J F lAit A501 E . N All A202 1A11 A202 SPRAY BOOTH :LED) ALVAGED PAINT MIXERS _— N.4R114N4NA. 11— N .?d.PER47U2 1 HUMIDITY CHAMBER B C SEE SHT. 1A10 FOR CONTINUATION — -— - CRANE TRAVEL METOPE -. COPIER JI! T PALLET RACK FIBERBOARD STORAGE FOAM, STORAGE PALLET RACK 44X144 44X144 PALLET RACK �l 44X144 1 PLAN SCALE. 1/8" = 1' -0" 40 ° 0 HOLE THRU ROOF 36 "0 DUCT ABOVE B0011-I 36 ° 0 DUCT FROM BOOTH STORAGE AREA 101F5 1 FEO- II 00 t J BENCH 24X72 ELEC. PANELS U L (H SEE SHT. 1A10 FOR CONTINUATION T FE RACI K S S S S RATE IT AND AL IRED 3.5 LEGEND: EXISTING WALL NEW WALL SYMBOLS SERVICE SINK HOT WATER TANK TRASH CAN (30 GAIL) TRASH CAN W/ ROPER TO' PAPER TOWEL DIS°ENSCP FLOOR DRAIN FIRE EXTINGUISHER SEE APPLICABLE INTERIOR ELEVATION CI; S'.-' A370 GENERAL NOTES: ASBESTOS NOTIFICATION: A good faith survey of the work area has been conducted and asbestos containing moterial was not doscovered that would be involved in the construction of this project. Do not remove, damage or disturb any asbestos material adjacent to the work area. Please contact Boeing Facilities Department if asbestos containing material is damaged or discovered that is required to be removed to support work. CONSTRUCTION NOTES: INSTALL (6) PALLET RACKS (1 RELOCATED SEE 1A1OR) SEE STRUCTURAL DRAWINGS INSTALL (8) CANTILEVER RACKS SEE STRUCTURAL DRAWINGS. • INSTALL 29LF. OF 24' -2 " +/- HIGH (TO BOT OF GL. BM.) SEE SECTION D ON SH A202 * IN- STALL 67LF OF 10FT HIGH WALL - SEE SECTION A Oar. -Ar501 * fNSTALL 1 0 SF OC ROOF /CCIL'G AREA OVER TIIE NEW LAN. CLOSET SEC SECTION A -ON-SII. A501 & DETAILS 1 & 2 SI! A501 INSTALL NEW STRUCT. AND PATCH / PAINT WALL AS REQ'D. SEE SECTION F & G SH A202. * I nd ulS-T-Ai 2 X -WOOD STUDS & 5/8" CWD. PATCI I, S B FICI A. DOOR /FRAME /HDWR. ASSEMBLIES (3 REO'D ) -t NSTALL 24" X 24" LOUVER IN LOWER HALF OF DOOR SEE ALSO MECH.) • INSTALL 3' X 7' HM. DOOR & FRAME ASSEMBLY. SEE DETAIL 2 SH. A200 INSTALL THE FOLLOWING HARDWARE: HINGES: STANLEY FBB179 412 X 412 26D LOCKSET: YALE, 5407LN 26D RH - LESS 1210 CYLINDER CLOSER: NORTON, 7500BF INSTALL 3' X 7' HM. DOOR & FRAME ASSEMBLY - 2 HOUR RATED SEE DETAIL 1 SH. A200 INSTALL THE FOLLOWING HARDWARE: HINGES: STANLEY FBB179 412 X 412 26D PANIC BOLT: VON DUPRIN 99E0 US26D LEVER HANDLE: SIMPLEX LRP1020M -26D CLOSER: NORTON, 7500BF SMOKE SEAL: "PEMKO," FM TYPE S88D17 43E--1 STALL "SANYMCTAL," OR EQUAL FLOOR SUPPORTED TOILET -- PARTITIONS © INSTALL (4) SALVAGED BOLLARDS SEE DETAIL 4 SH. A200 INSTALL (1) SALVAGED BOLLARD SEE DETAIL 3 SH. A200 REWORK EXISTING BOLLARD /RAIL TO SEE SECTION D SH. A200 INSTALL (1) 1ABC, DRY CHEMICAL, 6 LB. 3A40BC FIRE EXTINGUISHER. PAINT AS DIRECTED POST 10" X 14" SIGN ® 8' FFL TO READ, a "NO STORAGE ALLOWED ON ROOF." (2 REQUIRED) NOTE: CROSSED OUT ITEMS ARE TASKS THAT ARE SEPARATELY PERMITTED & ARE ON ANOTHER SET OF ARCHITECTURAL DPAWING. CITY OF TU&LA L• tJ L , 'ERfMIT CENTER FiT RELOCATED CHAR JUL 2 g 1 ':0 7 KEY PLAN SCALE: NONE 3.5 8.5 11 mA A RE 610N RELOCATE BOX SHOP J4160086 -00 M. MILLER APPROVED DATE SM REVISION By APPROVED 04.02.97 itatoielAW FACILITIES DEPARTMENT ACCEPTABILITY IIRS OESN I i i I = sPECIEICATIOx 6 N APPflOYED APPROVE, at DEPT. CHECKED . D n M. DITTMAR NG2 DATE CHECIDD APPROVED APPROVED 011E sUDx1£ 07 -23-96 FLOOR PLAN BLDG. 21 -04.1 ARCHITECTURAL MASTER CO!. A- K/1 -3.5 JOB NO MST FEVL,01 MNPAL GATE SHEET 1A11 MC ua D.C. 21 -04 -1 A11 a, SYM +26' -11" r A.F.F. AT PERIMETER +27' -9" A.F.F. AT RIDGE +o -0" A.F.F. v A RECORD DRAWING REVISION Ri 0,1 I J a " EXTERIOR WALL - SECTION B RELOCATE BOX SHOP J3160086 -00 GM B �— 2x4 DF #2 AT 2' -0" O.C. WITH SIMPSON U24 HANGERS 1/2" CDX (5 PLY) PLYWOOD DECK BY APPROVED i DATE WH TW 24 GA. PREFINISHED METAL COPING TREATED 4x6 TOP PLATE (CONTINUOUS), TREATED 2x6 NAILER (CONTINUOUS) AND A TREATED CANT (CONTINUOUS) FROM A 6x6 BUILT -UP ROOFING (CLASS 'B') R -19 BATT INSULATION 4x14 DF # DENSE AT 8' -0" O.C. WITH GLU -LAMS AT 24' -3" O.C. (6 3/4 "x22 1/2" TO 6 3/4 "x36" MEMBERS) CONCRETE PANEL (5 1/2 ") WHITE VINYL FACED 3" THICK X 6' WIDE FIBERGLASS INSULATION. PIN & PLATE WASHER CONNECTIONS TO PRECAST CONCRETE WALL PANELS ASPHALT (3 ") CRUSHED ROCK LIGHTWEIGHT FILL (2' -0") REINFORCED CONCRETE SLAB (9 ") 6 MIL VAPOR BARRIER CRUSHED ROCK (2' -0 ") LIGHTWEIGHT FILL (2' -0 ") WATERPROOF MEMBRANE FOOTING FOOTING DRAIN SCALE: 3/8 "= 1' -0" 1A10 A200 10.25.93 0 REVISIO No (2) LAYERS OF 5/8" TYPE X GWB. OVER 6" X 18 GA. STL. STUDS 16" oc. ) 6" BATT INSULA ION DBL STL STUDS USE 2 X 6 FR STUDS AS REQ'D FOR STIFFNESS. TAPE TO AND SPACKLE TIGHT TO THE DOOR FRAME. FILL PIPE WITH CONCRETE EXTERIOR BOLLARD - SECTION SCALE: 1 "= 1' -0" A500 A200 1' -0" 4" SCH. 40 STEEL PIPE PAINT SAFETY YELLOW GRADE ROOF DECK 0 HEAD, JAMB DOOR - DETAIL SCALE: 1 1/2 "= 1' -0" 1 A200 APPROVED CONCRETE BASE 3000 PSI 0 28 DAYS FOR PLACEMENT OF BOLLARD IN RELATIONSHIP -TO SHED SLAB, FIRE DEPARTMENT CONNECTION AND POST INDICATING,, VALVE SEE DETAIL /1 A200 L 2x2x3/16 STEEL ANGLE CLOSURE WITH CONTINUOUS SEALANT 3/8 "x3" LAG SCREW GLU -LAM BEAM 30 GA. CORRUGATED METAL SIDING - CORRIGATIONS VERIGAL WITH FOAM CLOSURE AT TOP, PROVIDE #12- 14x1" SELF - DRILLING FASTENER AT 18" 0.C. #14x7 /8" LAP SELF - DRILLER AT 18" O.C. L 202x3/16 STEEL ANGLE AT 8' -0 O.C. L 202x3/16 STEEL ANGLE CLOSURE WITH CONTINUOUS SEALANT CUT -OUTS AT 4x14'S 3/16V <TYP 2" 3' -0" ® JAMB% 1/2" +/- 7' -0" ® HEAD ROUGH OPEN'G.- 3'- 5 " +/- JAMBS 7' -2 1/2" @ HEAD A& FACILITIES DEPARTMENT 1 x TO PURLIN TYP ® BRACE TYP BOLLARD - SECTION SCALE: 3/4 "= 1' -0" V 3/16 3/16 18 GA. MIN. H. MTL FRAME REF. TO H. MTL 1 1/2 HR. DOOR CAULK ARND FRAME ❑ AUBURN, WA. 98002 ❑ BELLEVUE, WA. 98007 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 1/4" 2" TIP 5" THICK MIN BATT INSUL'N. 5/8" TYPE X GWB ON EA. SIDE OF WOOD STUDS @ 16" oc. 1' -0 * NorNirt 1 2' -O' PHI. - SMOKE CURTAIN AT GLU -LAM - SECTION A282 ,A283 A200 SMOKE CURTAIN AT PURLIN APPROVED BY 18 GA. MIN H. MTL FRAME 1 3/4" SC. WD DOOR � - - ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. FILL PIPE WITH CONCRETE 4" SCH. 40 STEEL PIPE PAINT SAFETY YELLOW BASE PLATE - 1/2 "x12 "x1' -0" SLAB (4) 3/4 "0 HILTI KWIK BOLT II WITH 4 3/4" MIN. EMBEDMENT FOR PLACEMENT OF BOLLARDS IN RELATIONSHIP TO RACKS SEE DETAILS A200 ( A200 l (-47) A20001 1A10,1A11,1Al2,1A131A200 2 _ 3' -0" A JAMB 1/4" +,'- 7' -0" @ HEAD ROUGH OPEN'G.- 3'- 3 1/2" / ® JAMBS 7'-1 3/4" 18 HEAD DATE DRAWN BY G. MILLER CHECKED J WALLACE G. MILLER CHECKED J. WALLACE APPROVED W. HENCKEL APPRqVED M. JCHOLZ DATE 10.12.92 SUBTITLE TIME ROOF DECK O. -- 2x4 FRAMING 3/8 "x3" LAG SCREW PURLIN L 2x2x3/16 STEEL ANGLE CLOSURE WITH CONTINUOUS SEALANT 3/8 "x3" LAG SCREW L 30303/16 STEEL ANGLE AT 8' -0 O.C. PURLIN - SEE STRUCTURAL 30 GA. CORRUGATED METAL SIDING CORRICATIONS VERICAL WITH FOAM CLOSURE AT TOP, #12 -14x1" SELF - DRILLING FASTENER AT 18" O.C. #14x7/8" LAP SELF - DRILLER AT 18' O.C. L 2x2x3J16 STEEL ANGLE AT 8' -0 O.C. L 2x203/16 STEEL ANGLE CLOSURE WITH CONTINUOUS SEALANT BATTERY CHARGERS BEHIt10 SEE PLAN SHT 1A11 TY< 1/4" V TY> 1/4" (/ L SCALE: 3/4 "= 1' ARCHITECTURAL MASTER COL DETAILS & SECTIONS BUILDING 21 -04 BOLLARD RAIL - SECTION AISLE - FOR BAY 1 - SLOE 3 x P,°E PAINT SAFE S LEN , AS _ NL CN PLANS FILL PIPE WITH CG'IC °IE 4" SC'-1. AO STEEL PIPE PAINT SOFET' `ILLOW BATE '_ATE - '/ 7 "xl' -0" ( 3/4 "s HILP. KWIK BOLT II WITH P 3/ MIN:. EMBEDMENT NON- CANTILEVER RACK -) BOLLARD PLAN (TYPICAL) - DETAIL n 1A28D,1A2 SCALE: 1 "= 1' -0 A200 AISLE C CANTILEVER RACK BOLLARD AND BOLLARD BASE PLATE CANTILEVER RACK ARM 1 5. PERMIT CENTER HEAD, JAMB DOOR - DETAIL BOLLARD PLAN (TYPICALl - DETAIL SCALE: / 1A11 A200 SHEET LAST REVISION 1A11 A200 BOLLARD AND BOLLARD BASE PIATE PACK AND RACK BASE PLATE SYMBOL A200 JOB NO 127017/DCA -9 -92045 ElEGINIEEEM DATE 10.25.93 OF Ton 92094 1 D.C. DWG NO. 21- 04 -A200 294A200N GMM/10.11.93/10:34 � 2' 0" 6.: FRO!:" =R JD_ ,';E O'BRIEN DEMOUNTABLE PARTITION MODULAR TERMINATION TRIMS . .. - = �- 6 _ - C' 6' T B -LINE STRUT Al O'BRIEN DEMOUNTABLE ,— PARTITION PANELS O'BRIEN DEMOUNTABLE PARTITION STUDS FASTENER - FASTEN TRACK WITH TU tiTE POWDER AC FASTENERS @ 24" 0.C. 4 "H RUBBER BASE CONCRETE SLAB A201 1'- 0 "x2' -0 "x3/4" APA A -C, GROUP 1, EXTERIOR GRADE PLYWOOD I T T T f 1 1/2" -.7...., PAINT B -LINE STRUT 8409 SINGLE CHANNEL 8409 SINGLE CHANNEL BRACKET - DURA -GREEN TMPO TYP r �� BRACKET - DURA -GREEN ���. ��. i��� = � ` ` =,� �� 0 x / APA A -C " x2' 4" TYPICAL OF 2 1 j r!— V� ''r o , GROUP 1, EXTERIOR GRADE PLYWOOD B- LINE SCREW SFHMS 3/8 "x1 1/2" TYPICAL OF 4 B -LINE SPRING NUT B -LINE SCREW SFHMS 3/8" x1 1/2" TYPICAL OF 4 a B LINE SPRING NUT o N228 3/8" 16 TYPICAL OF 4 1/2 "x3" LAG SCREW N228 3/8" 16 illit TYPICAL OF 4 1 /2x3" LAG SCREW ° DEMOUNTABLE PARTITION TRACK BASE - SECTION C TYPICAL OF 4 TYPICAL OF 4 COLUMN B7 COLUMN B7 DATA SHELF - SECTION A DATA SHELF - SECTION PARTITION SCALE: 1 1/2 = 1' -0" 1Al2 A201 SCALE: 1 1/2 "= 1' -0" A201 SCALE: NONE 1Al2[501 SUPPORTS AT 6'-0" O.C. MANUFACTURERS STANDARD E MOU MOUNTING BRACKET WITH 1\\\��\\ B- LINE CHANNEL B- 22 -1 -SH - DURA -GREEN "ITW BUILDER' 10- 16x5/8" AT GRIDLINE 1 - 1/2 "0 HILTI KWIK HWH TRAXX/3 FASTENER TYP BOLT II WITH 2" MIN. EMBEDMENT ®\\ ��: SMOKE VENT COUNTERFLASHING BY SMOKE VENT MANUFACTURER VENT PIPE THROUGH ROOF STAINLESS STEEL CLAMP WITH SEALANT BEAD ALL AROUND BOOT AND R JACK/PENETRATION ✓ AND CAP SHEET T ND BASEPLATE O ROOF) T 7 - °� ' B -LINE SQUARE WASHER B202 TYPICAL OF 2 8 „ 5/8" B LINE TWO HOLE CORNER ANGLE 8230 8 3 /4" AT WOOD COLUMN /WALL LOCATIONS - FIRE EXTINGUISHER MANUFACTURERS STANDARD MOUNTING FIBERBOARD BRACKET WITH 1/4'x2" LAG SCREW - TYP INSULATION I A CONTINUOUS BACKER ROD AND SEALANT FASTENERS AT 8" O.C. WITH SEALANT In 1 11 l FASTENED DECK AT R 18 B " 0.C. MANUFACTURER, ►,-1 1 . — 4- DURA GREEN WITH B LINE SPRING LOADED NUT N225 AND B -LINE HEX HAD SCREW HHCS 1/2 "x7/8" - TYPICAL OF 2 AT CONCRETE WALL LOCATIONS ° 1/4" DIA. POWDER 4" PRESSURE ACTUATED FASTENERS -TYP TREATED CANT �/ ���� �� ♦1 i� � WOOD SPACER BLOCKING TO COMPENSATE FOR ROOF SLOPE 4" 4 " �_ � ° a CAP SHEET AND BASE SHEET - i ,� B LINE CHANNEL B 22 1 SH - DURA GREEN ;1 !!! � . ' \� CAP AND BASE SHEET PLYWOOD DECK O'BRIEN DEMOUNTABLE PARTITION A201 TOP TRACK AND CEILING TRACK y "ITN - BUILDER 12- 14x1" PAN HEAD TRAXX /2" O'BRIEN DEMOUNTABLE PARTITION STUD ' , a. '` � =�— T CONCRETE PANEL -TYP 1/8 BENT PLATE -TYP FIRE EXTINGUISHER MANUFACTURERS STANDARD MOUNTING BRACKET WITH -- ' ' • � ' PLYWOOD DECK 3 8 "x3 1 2" LAG SCREWS NORTH AND SOUTH) / / ( ) 3/8 x7 LAG SCREWS (EAST AND WEST) INSULATION .. INS BLOCKING AT PIPE 1/4" DIA. BOLT /WASHER /NUT TYP INSULATION 6" FROI"! ao I _ GRIDLINE I O'BRIEN DEMOUNTABLE PARTITIO PANELS PINCH MOUNTING BRACKET INSTALL MOUNTING - SECTION /� SMOKE VENT CURB - FRAMING (SEE STRUCTURAL) FRAMING (SEE STRUCTURAL) PIPE PENETRATION - SECTION G PARTITION TOP - SECTION ( IRE EXTINGUISHER SCALE: 3 "= 1' -0" A161:4201 SECTION n B ^5 _./..___/' A160,A161,A162,A163A01 B%6 " X 8/7 9 1 2 11 5 /" 8 WD. BM. 3/8" BENT PL COL — ___ 5/8" 0 TAPPED HOLE -4411111111111.-1 �,,w SCALE NONE 1A10 A201 .GALE: NONE DUCT THROUGH ROOF WITH STORM COLLAR METAL CONE FLASHING SET MASTIC 1A10,1A11,1Al2,1A13 A201 SCALE: 3 "= 1' -0" -- REMOVED HVAC DUCT - VERIFY SIZE PATCH OPENING WITH CAP SHEET AND BASE TO MATCH EXISTING ROOFING 5/16' 1 L _______ _ > � IN el 1 PLYWOOD DECK I 5/8" 0 A325 3/8" PL CLOSURE BOLT CO 12" OC 1_ -- j1- CAP WELD TO 3/8" BENT PL AT CONCRETE WALL LOCATIONS 3/8" BENT PL 1/4 DIA. POWDER 16 ACTUATED FASTENERS TYP 8 I 8 I� II BOTH SIDES 1 r (8 TOTAL) ..i. �• CAP SHE .F.1 AND BASE SHEET 4 a 11 5/8" OVERSIZED WD BM. 1VE OVERSIZED HOLE INSULATION �� p p A INFILL OPENING WITH EXTERIOR GRADE N PLYWOOD SHEATHING TYP ' COL COPE FOR ANCHOR BOLTS i __ � � _e_ CONCRETE PANEL - TYP 1/8" BENT PLATE - TYP 5 1/2" 1 /2" PINCH INSULATION TO INSTALL MOUNTING BRACKET TYP L3x3x5/16x1' 2' 1 o '� 1 -- �_ I% � � ) Ifirillin ROOFING AND PLYWOOD a 1/2" I r I 2x4 AT 2' -0" 0.C. a —_, — (2) 2x4 CROSS FRAMING MEMBERS AT EDGE CONNECT TO H 2x4 JOISTS WITH SIMPSON U24 JOIST HANGER a — S" 6' 3 SIDES /4 ANCHOR BOLTS III 8' I �-___ COLUMN - \ 5/8 " 0 A307 HILTI HVA Ce ADHESIVE ANCHOR cITV 8E of CKwu H w / 5" MIN EMBED (6 TOTAL) - DETAIL rH °EPMIT CENTER .m - - DUCT THROUGH ROOF - SECTION ROOF PATCH EACH F WITH 2ANQ AT EACH INSULATION - DETAIL 1 FIRE EXTINGUISHER MOUNTING - ELEVATION n COLUMN PROTECTION SCALE: 3 "= 1' -0" S160 A201 SCALE: NONE A161,A163 A201 SCALE: NONE A201 SCALE: 1 "= 1' -0" 1A11, Al2)A201 elEstiEM SYM REVISION 1 DATE REVISION BY APPROVED DAIS ,, ❑ BE EVUE, WA. 98007 THS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN BY DATE SUBTITLE DETAILS & SECTIONS LAST REVISION SHEET SYMBOL B DATE 10.25.93 OF A FIELD ORDER 1 # GM JW WH MS 11.06.92 J . WALLACE HECKED B RECORD DRAWING GM WH TW 10.25.93 ® ®� ❑ EVERETT, WA. 98201 � WA. APPROVED BY DEPT DATE TITLE BUILDING 2104 ARCHITECTURAL MASTER COL D.C. / , �� / // 1\! /- C RELOCATE BOX SHOP 160086 00 J MRM 05.19.97 FACILITIES DEPARTMENT ❑ KENT, 98031 CHECKED ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 J. WALLACE APPROVED W. HENCKEL JOB N0. 127017/DCA - -9- -92045 COMP N0 92094 ® SEATTLE, WA. 98124 APPR VED O92 M. OLZ 10.12. Dwc ND. 21- 04 -A201 294A201N GMM/10.13.93/08:06 3/4" S-4 HEX HEAD @ 12" O.C. 3/4" S -4 HEX. HEAD @ 12 "O.C. (TYP.) STRUCTURE ABOVE STRUCTURE ABOVE //////// / / / / / /// '- — EXISTING 2 HOUR AREA LErEND. SEPERATION WALL. DOUBLE LAYERS 5/8" GWB @ EACH SIDE ALL EX EXISTING STUDS. INGFRAMIN TO REMAIN " ��m11,� y, REMOVE EXISTING LEG OF OVERSIZE STL. RUNNER. REPLACE WITH NEW 16 GA. ANGLE FASTENED @ 12" 0.C. TO STRUCTURE ABOVE TO ALLOW FOR 8" MAX . 1 "i 2ND FLOOR _ _ _ ' ,, ' �' ,— \= = __ -� \____--------' it %` ( , c _ 1 , 1 1 _ III ' . �---j\r-- "' ` 1 FLOOR -FIBERGLASS INSULATION PACKING ST ` 18 EXISTING 3 1/2" MTL, STUD WITH 1 LAYER 5/8" GWB SEX RAL NOTES: WAREHOUSE SIDE GA. OVERSIZED RUNNER OFFICE SIDE THICKER WALL. UM EXISTING SINGLE LAYER 5/8" GWB TO REMAIN � . � , -/1 ____, _, /\ t1 ' L FASTEN MODIFIED GRID SYSTEM WITH 12 GA. WIRES TO STRUCTURE SECTION ABOVE PER UBC STD 47 -18 SCALE: 3"=1'-0" 1Al2 A202 DBC LAYER 5/8" TYPE -X GWB TAPE ONLY TOP LAYER AND STAGGER JOINTS. FASTEN AS FOLLOWS: "O.C. CO':STRUCTION NOTES EXISTING 6" MTL. STUDS WAREHOUSE SIDE NEW 6" THICK FIBERGLASS INSULATION BATT !NFILL FOR SOUND REDUCTION BASE LAYER @ 12 WITH 1" TYPE 5 -12 BUGLE HEAD SCREWS TOP LAYER @ 12'O,C, WITH 1 -5/8" TYPE 5 -12 BUGLE HEAD SCREWS (TYPICAL). ' _ Y co 4 2 HR STUD WALL ABOVE N cc o 3 1/2" FIBERGLASS R11 BATTS NEW 4" HIGH BAS @ EACH SIDE CUT FLOOR PANEL AND MOVE . PEDESTALS TO EDGE OF PANEL ° t- EXISTING ACCESS FLOOR SYSTEM i U c a r r CONC THRUST BLOCK SEE SECTION G BELOW NEW RESILIENT CHANNEL @ 16" O.C. HORIZONTAL NEW DOUBLE LAYER 5/8" TYPE -X GWB STAGGER PANEL JOINTS AND TAPE TOP LAYER ONLY NEW RUBBER BASE NEW FIRE TREATED BASE o o J 9 5/8" '---011•1 CHAMFER EDGES 3/4" TYt', CONT. CHALKING BEAD III 9 5/8" a -� ' , - , - ° I N , J 4 DOUBLE CRIPPLE STUDS 6' X 18 GA STL STUDS TYP. 6' X 18 GA STL STUDS @ 16 "0C 2 „x6” w w on ' 7 r 7 CONTINUOS ACOUSTIC CAULK L4i iL H r l • • I ` �I I II 1/4" HILTI HIT ANCHORS @ 24 "O.C. � E SECTION (2) LAYERS CF 5/8" TYPE X GYP BD. EACH SIDE n ACOUSTIC LATEX CAULK AT EACH SIDE WEST SIDE EAST SIDE PANEL EDGE SCALE. 3 " =1' � - -0° 4 1A111502 EXISTING 2 HR. WALL - SECTION n SECTION n y A SCALE. 3"=1'- D" 1Al2,1A13 ////// ////////// A202 S " -1' 0° 1Al2,1A13 A 8 1/2" /// ////// ///// /////////////// /////////// 10d NAILS (2) LAYERS 5/8" GWB ON 6' STUDS @ T ION W/ BATT INSULATION TION 16 X HD800 DBL JOIST W �� // \ J , �,�1 1 \4/ 4 Iii?iliII ° ° ° 4 1 I ,` 1 2 X 4 @ 4' / EX1ST'E -0" oc c. ° ` 1 1/4 9 5 /8" .. _.1 - -- CONTINUOUS CHALKING AROUND NEW THRUST BLOCK. 3/4ALL EDGES f / / 1''1 J o' C ' EXISTING BLOCK �� — 1 1 /� 2 X 4 @ 21" c c. 4 X 10. ' BAT 4.0LN. j 1 ° I o `" ,T, 1/2" CDX PLYWOOD ' • • s . E ,:E X 10 NG 9 5/8 II I I , 11 N 4 X 14 PURLINS. i 4 X 14 @ :O0R 3/4 33" GL BM. N10d NAILS / �� ' I TO ECH MEMBETCMFER /2 "OTHRU BOLT @ 4' D" oc. ` 411111k.iik � �. ANGLES 3 X 3 X 3/16" EA. SIDE. `_ = i I�I �� 7_,_______L_____ 7_,_______L_____ �� ANGLE 3 X 3 X 3/16° r� W/ 3/8 "0 LAG SCREWS @ 24' OC _ MINIMUM PENETRATION = 3" i '18 — SRUC. FOR ,- INCLINE IMPACT TESTER CONCRETE THRUST BLOCK / SEE STRUCT.PLAN SH.S504 C ff it TYP. ALONG 6" X GA. STEEL STUDS @ 24" oc REMOVE 6' SMOKE CURTAIN ( F) , ` SEE SHT. A200 SEC, F ANGLES 3 X 2 X 3/16 LLV EA. SIDE, 6" BATT INSULATION 1 /8 " GAPS TYP. 5/8" TYPE -X GWB EA, SIDE r_ � NEW RUBBER BASE �'i j r i \� ` y I ` _ ` �• (:::11 (> 6 X 18 GA. STEEL STUDS @ 24" oc. I 1/8" GAP TYP EA. SIDE N I ON THE IN I 6" BATT INSULATION 5/8" TYPE -X GWB EA. SIDE NEW RUBBER BASE BOTH SIDES 1 8 !pool THRUST BLOCK L E IM,NACT TESTER -- ,----- -. --- \\_/ \: STRUC. CONC. SLAB. 1/4 "4 HILTI- KWIK BOLTS 2" EMBEDDMENT @ 48" oc II ii1L i 1 A202 A202 STRUC, CONC. SLAB. I 1/4 "0 HILTI- KWIK BOLTS 2" EMBEDDMENT @ 48" oc J E " "3" CITY K- TUKWI, SCALE: 3" =1• 1A10,1A1 D2 SCALE: 3 " =1' -0" 1A10,1 1A11 A202 5 ERM, CENTER ` /� w v \J ` . �� � ... � ,F � WM. W pPP� D„E j� Ar /S FACILITIES DEPARTMENT ACCEPTABIVIY �DE aDN �,D,DR SPECIFICA7pN 5 PPZED BY R 8 -20 -96 JBWLE WALL SECTIONS & DETAILS �''' m of A RELOCATE BOX SHOP J�160086 -00 MRM 3.21,97 CNMED SNE�T ^ r ® 2 A 2 APR DEP �� ENCR. - - 111LE BLDG. 21-04 ARCHITECTURAL MASTER - D.C. `""° PPPROIED 763042 -00 APPRO. Dw; u0. 21- 04 -A202 SOAP DISP �y %T / r T O" 1, 1J irumnirmomw I f I ii I 1 NEW A I I L 11 11 it 1 : 1 v_ 1J I I I ; _- I 1 i G.W.B. METAL PARTITIONS NEW EXIST'S. PLAS. LAM. BACKSPLASH-- METAL PARTITIONS COAT HOOKS ON DOORS 48' P LAM. T UP 4'-6" cD 6" R. BASE TYP. SERVICE SINK SEE MECH. DWG N. WALL - WOMEN'S TOILET � L SCALE: 1/4" = 1' -O" 1A450 A370 N. WALL -MEN'S TOILET (--A--) 1A11 2370 SCALE: 1/4" = 4 ' -O" FLAT STUD WALL B -O" r SOAP D, 54" AFL 8' -6' ! lam, � r 1 (3) 23_7 "SPACES I6 "16" NOTE: '°" INSULATE PIPES TO PREVENT BURNS REF. TO PLAS,LAM. UP 4' -6 FFL. 6" H. RUBBER BASE TYP. ALL ARND 17 ' - 0 " NEW HOT WATER TANK - SEE GWB MECHANICAL ENAM. PAINT DRAWINGS SUPPLIES OPEN STORAGE RACK 6" H. RUBBER BASE TYP. ALL ARND. N. WALL - JANITORS CLOSET ,J SCALE: 1/4" = 1' - 0" 1A11 A370 SEAT COVER DISPENSER TOILET TISSUE DISPENSER SANITARY NAPKIN DISPOSAL (WOMEN ONLY) TOILET PARMON DESK TYPICAL TOILET COMPARTMENT SCALE: 1/4"=-O" I -t SEAT COVER DISPENSER GRAB BAR TOILET TISSUE DISPENSER SANITARY NAPKIN DISPOSAL (WOMEN ONLY) TOILET PARTITION ! (4) MIRRORS 2 -'x36" TAP. G.W.B. HC SOAP DISP. /- AT 40" ABOVE FEL SEAT COVER DISPENSER SANITARY NAPKIN DISPENSER & DISPOSAL NEW ELECT. WALL HEATER SEE MECHICAL DRAWINGS TELEPGONE OUTLET ELECTRICAL OUTLET NEW ELECT. WALL HEATER IN EAST WALL SEE MECH, DWGS. METAL TOILET PARTITIONS MOP -- BUCKETS :!I!I GP,_ TYPICAL HANDICAP TOILET COMPARTMENT SCALE: 1/4'' =1' -0" u N\ \ - 6 " H. RUBBER BASE TYP. ALL ARND. WASTE RECEPTACLE `D E. WALL -MEN'S TOILET 0 -1 , , SCALE: 1/4" = 1' -0" E. WALL - WOMEN'S TOILET rn - SCALE: 1/4" = 1 -0" 1A11 4370 W. WALL -JAN. CLOS. SCALE: 1/4" = 1' -0" 1A A370 5' -2" 3 -4" 2 -2" 6" H. RUBBER BASE TYP. M DRINKING FOUNTAINS (DE) PAPER TOWEL SCALE: 1/4 "= 1' - -0" DISPENSER (PTD) - r7 1' -5 "W H.C. URINAL I PAPER TOWEL DISPENSER ACCESSIBLE (PTD /HC) EXIST'G. MTL. PARTITION PL. LAM. WAINSCOT SERVICE SINK SEE MECH. DWG. GWB PLAS. LAM. BACKSPLASH Ad A370 G.W.B. D.W.B. PROVIDE A SELF EDGED PLAS. LAM 16" DEEP SELF 6' LONG W/ A 4 "H PL.LAM BACKSPLASH 6 3 SIDES. FEM NAPKIN DISPENSER (EN) NEW WALL ELECT. HEATER SEE ME CH. DRAWINGS NOTE: PROVIDE SHEET METAL BACKING (SEE DETAIL 8 /A200) FOR ALL SURFACE MOUNTED TOILET ACCESSORIES TYPICAL ALL TOILET ROOMS. — REK VE Y I1UG n LAVATORY AND-REPUCE_ WITH A NEW UR1WALU ,P.I G.W.P. FOR THE H.C. i ENAMEL PAINT REMOVE AND REPLACE -- -- SEE TYP TOILET EXISTING PLAS. LAM. COMPARTMENT DTL. WAINSCOTING BELOW S. WALL -MEN'S TOILET SCALE: 1/4" = 1' -0" 1Al2 FLAT STUD WAL 6' -0" 3 55' 8' -6" 1'-1 5 NOTE: MAKE SINK SPACING SAME AS IN MENS TOILET. WASTE J RECEPTACLE 3) 23,7 "SPACES ' 16 "16' 4- NOTE: INSULATE PIPES SEE ALSO ELEV.A - MENS TOILET TO PREVENT BURNS S. WALL - WOMEN'S TOILET (; SCALE: 1/4" = 1' -0" 1411 4370 \r �18 S. WALL - PACKAGE TEST n SCALE: 1/4" = 1' -0" 1A11 A37O 4'H RUBBER BASE 3' -0" (BACK BAR MIN) SHEET METAL VARIES r - BACKING TYPICAL (SIDE BAR MIN) ['I GRAB BAR SHEET METAL BACKING TYPICAL -- E ' FEM NAPKIN TOILET DISPOSAL PAPER (END) DISPENSER (TPD) PTD 1° 4' -0" SHELF Q I V, vU TOILET SEAT COVER DISPENSER (TSCD) GWB G.W.B. 8 " =.� N � N LAVATORIES SOAP HCP DISPENSER SOAP (SD) DISPENSER (SD) TYPICAL TOILET ROOM ACCESSORY MOUNTING HEIGHTS (4) MIRRORS METAL TOILET 24 "x36 TYP. PARTITIONS -HC SOAP DI AT 40" AB OVE FFL PTD B 40" rn PLAS. LAM. BACKSPLASH ON TWO SIDES SD SINK SALVAGED FROM 7 -81 -2 REMOVE EXISTING PATCH &'PAINT TO MATCH SEE TYP TOILET 6 "H R. BASE SEE TYP TOILET COMPARTMENT DTL, COMPARTMENT DTL. BELOW BELOW W. WALL -MEN'S TOILET SCALE: 1/4" = 1' -0" 1A1 A370 W. WALL - WOMEN'S TOILET SCALE: 1/4" = 1' -0" 1A1115370 PAPER TOWEL DISP, SOAP DISP. PAPER CUP DISP. EASED CTRTOP CORNER -SEE FLOOR PLAN PROVIDE (2) CYLINDER LOCKS 10' -8" 5 -0" °1 - G. w. B. KNEE SPACE 2 -O" 2' -O" 2 - W. WALL- ALCOVE SCALE: 1/4" = 1' -0" MIRRORS SOAP DISPENSER 1 G.W.B. ENAMEL PAINT SEE TYP TOILET COMPARTMENT DTL. BELOW WOMEN SCALE: NONE 1411 A370 G.W.B. BLUE BACKGROUND WHITE LETTERS PLUS.LAM. SELF EDGED CT'R -TOP, FRONT & BACKSPLASH PLAS. LAM. WAINSCOT T.P.D. SEAT COVER DISPENSER SANITARY NAPKIN DISPENSER & DISPOSAL NOTE: GOOSENECK FAUCET WITH WRIST BLADES MICROWAVE OVEN(2) ELECT. OUTLET(2) IN NORTH WALL PLASTIC LAMINATED COUNTER TOP EDGE 8 BACKSPLASH ELECT. OUTLETS REFRIG, NICHE K I TCHENETTE 4 "R BASE ALL AROUND - 1/32" RAISED TACTILE PICTOGRAM ID _ L L REF.TO TRASH CAN 1/32" RAISED TACTILE LETTER (ALL CAPS) q BRAILLE - GRADE 2 SIGNAGE - ELEVATION PARTIAL W. WALL -MEN' SCALE: 1/4" = 1411 4370 RECOMMENDED MOUNTING LOCATIONS STM REVISION DATE APPROVED REVISOR APPROVED DAIS tz ®O®i FACILITIES DEPARTMENT ACCEPTABILITY THIS r , AND /DR SPECIf1CAlpN 5 APPROVED APPRDVED BY DEPT. DATE DMVIN W .D M. DIT TMAR NECKED M. fl. M. MILLER CHECKED APPROVED APPROVED -2 9 -26 -45 SUBTITLE TIRE PTD SD ARCHITECTURAL MASTER LEGEND: INTERIOR ELEVATION GENERAL NOTES: BLDG. 21 -04.1 CONSTRUCTION NOTES: A 5/8° FR TREATED PLYWOOD I...c X 6 DF JOISTS @ 12' DC. SPRINKEL SPACE PER NEPA #13 R X 4 @ 16" DC. 5/8° GYP BD. TYP. 2 X 6 TRIM ARND. EFL 4 X 6 POST W/ SIMPSON ECC64 COLUMN CAP & POST BASE BC40 COL. BASE BELOW - DETAIL BM. HANGER SCALE: 1 1/2" = i' -0" 1A11 A501 SCALE: 1 1/2" = 1' -0" 1A11 A501 DETAIL BM. HANGER ROASPN RELOCATE BOX SHOP J #160086 -00 EXIST'G PC. CUNC 7 TILT -UP EXTERIOR WALL. 4 X 12 X 3' -0" LONG W/ (4) 5/8'0 HILTI HY150 BOLTS X 4' EMBEDDMENT 6 X 12 DF #1 SIMPSON HU612 TF HANGER TYP. WALL: 5/8' GYP BD. EA. SIDE 2 X 4 WD STUDS @ 16 "oc, 2 X 6 WD STUDS @ 16'oc. JANITOR HOUSEKEEPING BY MRM APPROVED EXIST'G 2 X 4 STUD WALL EXISTING 2 X 4 @ 4'oc 2 X 4 ACROSS ROOM WOMEN 20' -6" 2' REMOVE EXISTING WALL 2' d SEE DTL.S 1 & 2 THIS SHT, � REPLACE W/ NEW BEAM w S w 0 Li w l Ip REMOVE EXISTING WALL REPLACE W/ NEW BEAM 6 X 12 DF #1 SEE DTL.S 1 & 2 THIS SH N. -S. SECTION THRU JAN. & TOILETSr SCALE: 3/8 " =1' -0" 1A11 A501 GTE 5.16.97 REVISION APPROVED GTE 22 GA. PARTIAL WALL WRAPPED WITH 5/8" TYPE -X GWB _- 1 1/2 "0 AL. HANDRAIL MEN EXIST'G SHT VINYL COVERED CONC. FLOORS. 12" 10' -8 7/8' REMOVED JANITORS ROOM AND EXPANDED THE MEN'S TOILET - SEE PLAN SH 1A117 FUR D USE 2 X 4 TREAX D 12" WA AREA: WB OVER SSURE OD. :. . FACILITIES DEPARTMENT 2 "x12" FIRE TREATED TREADS WITH MINIMUM 1/2" FIRE TREATED RISER BACKING PLYWOOD SECTION SCALE: 3/4" =1' -0" ROOF w w 0 w z DECK 8 1/2' RUBBER BASE 6" 18 GA. MTL, JOISTS 16" O.C. SCREW JOIST TO STUD WITH 4 EA. SCREWS PER CONNECTION WITH 3/8" TYPE S -12 PAN HEAD SELF DRILLER SCREWS t At 2 A�1 EXISTING 2 HR, WALL CONT. TO ROOF DECK NEW WALL - 2 X 4 STUDS @ 16" oc W/ 5/8' GWB ON TOILET SIDE ACCEPTABILITY iM5 T IONI AND SPECIFlGIR)N 5 APPROVED APPROVED BY DEPT. DRAWN BY R.RVERA .ECNEU ENDR. CHECKED APPROVED APPROVED 8 - 20 - 96 SUBTLE ARCHITECTURAL MASTER MISC. DETAILS BLDG. 21 -04 D.C. e «c in 21-04-A501 763042 -00 REINFORCEMENT LAP LENGTHS BAR SIZE #4 #5 #6 #7 #8 #9 #10 #11 TOP BAR GR60 2' -1" 2' -8" 3' -1" 3' -7" 4' -3" 5'- 5 "6'- 10 "8' -4" !OTHER BAR 1' -7" 2' -0" 2' -4' 2'-9" 3' -3" 4'-2" 5' -3" 6' -5" CODES AND SPECIFICATIONS A , CRM EL. LDT,C CODE -1994 EDITION AC' TIE -89 1RE \.SLD 1992) BUILDING CLUL ALCUIREMENTS FOR E I NFORTED CONCRETE. C. CRSI MANLAL OE STANDARD PRACTICE - LATEST EDITION D. ALSO MANUAL O- STEEL CONSTRUCTION - EDITION A`v'i8 STRUC uBAL WELDING CODE - ANSI /A„ S o1 .1-90 F FACTORY MJTU.AL ENGINEERING D,VISION TTAI,DARDS G AMERICAN SOCIETY FOR TESTING AND MAT;_TT,I,iLS (ASTM) AMERICAN INSTITUTE OF TIMBER CONSTRUITiJL1(AITC) NATIONAL DESIGN SPECIFICATION FOR WCLO TONSTRUCTION (NDS) 1991 EDITION). DESIGN CRITERIA A. WIND LOAD i. BASIC WIND SPEED = 80 MPH 2 EXPOSURE B B. SEISMIC LOAD V = Z I C (W) = TOTAL LATERAL FORCE AI BASE Rw Z = 0.30 FOR ZONE 3 = 1.0 CF = 0.75 C. ROOF AND FOUNDATION LOADS 1 ACTUAL WEIGHT OF EQUIPMENT D. SOILS DATA AND FOUNDATIONS REFERENCE "REPORT OF GEOTECHNICAL INtESTIGATIONS BY RiTTENHOUSE- ZEEMAN AND ASSOCIATES DATED DEC.1993. 2. ALLOWABLE SOIL BEARING CAPACITY HILL BE 2500 PSF FOR SPREAD FOOTINGS. BOTTOM OF FOUNDAIIONS SHALL BE ON FIRM UNDISTURBED SOIL OR COMPACTEi, FALL. MATERIALS A. STRUCTURAL STEEL 1 . STRUCTURAL. SHAPES AND PLATES SHALL BE ASTM A36. STRUCTURAL TUBES SHALL BE ASTM A5L0 GRADE B. 2. FABRICATION AND ERECTION SHALL COLIPL WITH AISC SPECIFICATIONS. 3. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO FABRICATION. 4. STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED SHALL NOT BE PRIMED. 5. SURFACE PREPARATION FOR PRIMING SHALL CONSIST OF RUST AND SCALE REMOVAL BY POWER TOOL CLEANING. SURFACES TO BE PRIMED MUST BE DRY, FREE OF DIRT, OIL, GREASE, OR OTHER FOREIGN MATTER. STRUCTURAL AND MISCELLANEOUS STEEL CONNECTIONS 1. ASTM A325 3/4" DIA BOLTS SHALL BE USED IN ALL STRUCTURAL CONNECTIONS, UNLESS NOTED OTHERWISE. INSTALLATION SHALL BE IN ACCORDANCE WITH AISC SPECIFICATIONS FOR SLIP CRITICAL CONNECTIONS. 2. PROVIDE EACH BOLT WITH ONE HARDENED WASHER, ONE LOAD INDICATOR WASHER, AND ONE HEAVY HEX NUT, UNLESS NOTED OTHERWISE. 3. BEAM AND GIRDER CONNECTIONS SHALL BE MADE WITH DOUBLE FRAMING ANGLES, SIZE L4x3x5/16, UNLESS NOTED OTHERWISE. 4. ANCHOR BOLTS SHALL BE ASTM A307 OR A36, UNLESS NOTED OTHERWISE. 5. COLUMN ANCHOR BOLTS SHALL BE FURI,ISHED WITH ONE HEAVY HEX NUT, ONE WASHER AND ONE LEVELING NUT EACH BOLT UNLESS NOTED OTHERWISE. 5. WELDS SHALL BE AS INDICATED ON TI -.E DRAWINGS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS IN ACCORDANCE WITH AWN AND AISC SPECIFICATIONS. ELECTRODES SHALL BE E -70 SERIES. C CAST -IN -PLACE CONCRETE CONCRETE SHAIL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF F'c = 4000 PSI AT 28 DAYS. A MINIMUM OF 6 1/2 SACKS OF CEMENT SHALL BE USED WITH 5± AIR ENTRAINMENT. SLUMP SHALL NOT EXCEED 3 ". MAXILU.M, AGGREGATE SIZE 1 1/2" AND CONFORM TO ASTM C33. WATER CEMENT RATIO SHALL NOT EXEED 0.4. 2. DESIGN MIX FOR CONCRETE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CUNSIRUCTIOh1, 3. EXPOSED EDGES OF CONCRETE SHALL IAJS 3/4" CHAMFER, UNLESS NOTED OTHERWISE. SM MATERIALS CONTINUED D. REINFORCING STEEL 1. CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318 -89 AND ACI 315. 2. REINFORCING BARS SHALL BE DEFORMED BILLET STEEL. CONFORMING TO ASTM A615 GRADE 60. 3. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REIN- FORCEMENT SHALL BE AS INDICATED ON THE DRAWINGS. THE FOLLOWING PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED, UNLESS NOTED OTHERWISE. MIN COVER (INCHES) (B) EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS 2 #5 BARS AND SMALLER 1 -1/2 NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH THE GROUND: SLABS, WALLS, #11 BARS AND SMALLER 3/4 BEAMS, COLUMNS, PRIMARY REINF, TIES AND STIRRUPS 1 -1/2 4. LAP AND EMBED ALL REINFORCING BARS PER TABLES BELOW. TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED GUI-, THAT MORE THAN 12" OF CONCRETE IS BELOW THE BARS. (C) E. GROUT GENERAL RE11StON (A) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 REINFORCEMENT BAR MIN EMBEDMENT LENGTHS #4 #5 I #6 1' -3" V-6"11 67 2' -2" #8 # 2' -6" 3' -2" #10 4' -0 #11 4' -11" 1. NON- SHRINK GROUT SHALL BE EMBECO #885 BY MASTER BUILDERS, OR OTHER APPROVED. F. SHEAR CONNECTORS 1. HEADED WELD STUDS SHALL CONFORM TO AWS D1.1 -90 SECTION 7. U. STRUCTUAL LUMBER 1 ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR WESTERN LUMBER. 2. ALL LUMBER SHALL BE SEASONED WITH A MOISTURE CONTENT NOT TO EXCEED 19 %. 3. ALL BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH A STANDARD CUT WASHER. 4. ALL NEW FRAMING SHALL BE DOUGLAS FIR - LARCH, UNLESS NOTED OTHERWISE. 4x10 DF SELECT STRUCTURAL 4x10 DF NO.1 2x8 DF NO.2 r Fb =1725 psi Fb =1200 psi Fb =1050 psi A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. B. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS INCLUDING FOUNDATION, SHALL BE PROVIDED DURING CONSTRUCTION. PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER. C. LOCATION AND SIZE OF EQUIPMENT PADS, ANCHOR BOLTS, INSERTS, OR HANGERS FOR EQUIPMENT SHALL BE TAKEN FROM APPROVED VENDOR'S DRAWINGS AND CHECKED WITH THE EQUIPMENT SUPPLIER. D. GENERAL CONTRACTOR SHALL COORDINATE ALL ADDITIONAL OPENINGS, INSERTS AND EMBEDMENTS SHOWN ON ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. E. DO NOT SCALE DRAWINGS. F. PROVIDE INSPECTION ACCORDING TO THE REQUIREMENTS OF UBC SECTION 108. SPECIAL INSPECTION IS REQUIRED ACCORDING TO UBC SECTION 1701 FOR REINFORCEMENT, CONCRETE, A325 BOLTS, ANCHOR BOLTS, WELDS. APP.. DATE DRAWING INDEX STRUCTURAL GENERAL NOTES ROOK FRAMING PLAN S3 • PLANS AND DETAILS S504 SECTIONS AND DETAIL 5505 PLANS, SECTIONS AND DETAILS S506 4SOT nMC Anln nET1 c 5507 -5598 REFERENCE DRAWINGS 121- 004 - 1000 -S1 121 - 001 - 1000 -S2 121 -001- 1000 -S3 781 - 002 - 1018 -S15 781 - 002 - 1018 -S20 ® ®E®AVIa FACILITIES DEPARTMENT -5519 FOUNDATION PLAN FOOTING PLANS, SECTIONS, DETAILS NOTES, WALL PANEL ELEVATIONS AND DETAILS FOUNDATION PLAN DETAILS AND SECTIONS APPROVED HY ACCEPTABILITY nus or AND/OR SPELIF1CAiN)N S APPROVED BRAWN er K.BUr. CHECKED M. ABDI S. RANGARAM CHECKED 5. M ED G. McKINNEY APP CA D E. CARRIGAN 6 -4 -97 6 -18 -97 SUBTITLE STRUCTURAL GENERAL NOTES STRUCTURAL MASTER BLDG. 21 -04.1 D.C. SHEET S3 JOB N0. Na. LAST REVISION 160086 -00 21 -04 -S3 A TRANSPORTATION SIMULATOR S504 S504 DETAIL SCALE: 3/4" =1' -0" 1/2" B DROP TESTER riT I I DROP TESTER EQUIPMENT WEIGTH -900 LBS INCLINE IMPACT TESTER I SSO1 C PILE CAP APPROXIMATE OUT & BASE LINE OF DROP TESTER PILE CAP I — — BASE- VERIFY WITH BELOW (TYP)--, ; • - ACTUAL 12'-i 1/2" 12' -1 1/2" 12' -1 1/2" 12' -1 1/2" 12' -1 1/2" PARTIAL FLOOR SLAB PLAN IN SCALE: 1/8' =1' -0" W OOD PILE PILE CAP & BASE LJ — U -1/2 "0x12" LG ANCHOR BOLT 3 1/2" THREADED PROJECTION WITH HEAVY DUTY HEX NUT & WASHER. FILED VERIFY ANCHOR BOLT PATTERN AND ORIENTATION BEFORE DRILLING INTO CONCRETE. GROUT ANCHOR BOLTS ,TITH EPDXY ADHESIVE PILE CAP & BASE L_ 24' -3" 24' -3" SLAB THICKNESS 9 1/4" 63/4'L PILE CAP & BASE �- APPROXIMATE OUT LINE OF SIMULATOR BASE- VERIFY WITH ACTUAL MACHINE 1' -8 3/8" DETAIL SCALE: 3/4 " =1' -0" TRANSPORTATION SIMULATOR EQUIPMENT WEIGHT - 2,500 LBS By 8 -5/8 "0x12" LG ANCHOR BOLT 3 1/2" THREADED I PROJECTION WITH HEAVY DUTY HEX NUT St WASHER. — FILED VERIFY ANCHOR BOLT PATTERN AND ORIENTATION BEFORE DRILLING INTO CONCRETE. GROUT HOLES WITH EPDXY ADHESIVE APPROVED 1' -8 3/8" 6 3/4" 7 DATE S504 EXISTING PILE CAP (TYP) s 1 PILE CAP FACILITIES DEPARTMENT PILE CAP & BASE 3' -7 5/8" 9 7/8" 9 7/8" 3' -7 5/8" 550415505 6 "x1 1/2 "PLx8' -0" LG WITH THREADED HOLES ® 12 "O.C. FOR MACHINE SCREW. VERIFY HOLE PATTERN AND ORIENTA- TION BEFORE DRILLING SCALE: 3/4"=1' 0" INCLINE IMPACT TESTER EQUIPMENT WEIGHT -2,000 LBS 3' -4" 4' -6" 5504 I 1 DETAIL SCALE: 3/4 " =1' -0" PILE CAP 3'-4' & BASE DROP SLAB APPLIED LOAD -2,000 LBS ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED OT DEPT. 3/4 "0x12" LG ANCHOR BOLT (TOTAL 12) 3 1/2" THREADED PROJECTION WITH HEAVY DUTY -¢ HEX NUT & WASHER. FILED VERIFY ANCHOR BOLT PATTERN AND ORIENTATION BEFORE DRILLING INTO CONCRETE. GROUT HOLES WITH EPDXY ADHESIVE N \ o I N M DATE HOLD THIS DIMENSION "°1 BACKSTOP FRAME TO BEAR ON VERTICAL FACE - 1'- 7 "x1' -6" HIGH CONCRETE CURB M 5504 D UMI m K.BUN OHECID 0 M.ABDI .R S.RANGARAM OHECKID APPR� ED G. McKINNEY E .CAR E.CARRIGAN 3' -4" DALE SUONRE 4 -30 -97 o PILE CAP n T- PILE CAP 6 - STRUCTURAL MASTER LEGEND: NOTES: PLANS AND DETAILS BLDG. 21 -04.1 1. FOR GENERAL NOTES, SEE DRAWING S3. 2. SEE DRAWING 5505, FOR GROUTING NOTS. CONSTRUCTION NOTES: P,RMII CENTER, COL. A -E/3 -4 D.C. KEY PLAN SCALE NONE LAST REWSZ SYMBOL EET S504 160086 -00 0 ND. 21 -04 -5504 D ETA! L_ SCALE: 3/4 " =1' Lr PILE CAP & BASE DIE CUTTER EQUIPMENT WEIGHT — 19,000 LBS S504 S505 3/4 "CHAMFER (TYP) , X VERIFY HOLE SIZE AND LOCATION WITH THE EXISTING EQUIPMENT BEFORE DRILLING PILE CAP & BASE 1" CLR TOP OF EXIST SLAB O GROUT HOLES WITH EPDXY ADHESIVE SECTION SCALE: 3/4 " =1' -0" g PILE 9 1/2 "99 1/2" #5 TYP #4 @ 12 ROUGHEN CONCRETE TO 1/4" AMPLITUDE. APPLY BONDING AGENT BEFORE POURING CONCRET_ 550415505 EXIST PILE CAP (TYP) WOOD PILE (TYP) 3/8 "0x3 1/4" MACHINE SCREW C© 12" O.C. WITH THREADED, COUNTER SUNK HOLES viq 1/2 "0x4" LONG WELDED STUD ANCHORS @ 24" O.C. LEVEL PLATE AND GROUT HOLES WITH EPDXY ADHESIVE SECTION SCALE: 1 1/2'' =1' -0" �96 "x2 "x10' -0" LONG PLATE (EXISTING) 550415505 TOP OF EXISTING SLAB NONSHRINK METALLIC GROUT — EMBECO #885 BETWEEN 1 1/2" PLATE. INSTALL TOP PLATE AND PUMP GROUT TO FILL UP THE VOID TO OBTAIN POSITIVE BEARING SECTION SCALE: 3/4 " =1' 1 3/4 "0 ANCHOR BOLT (VERIFY) 7 ,-- EMBED INTO AND E GROUT T WITH EPDXY ADHESIVE FURNISHED WITH THE EQUIPMENT �I TOP OF SLAB S505 LEGEND: NOTES: 1. FOR GENERAL NOTES, SEE DRAWING S3. 2. CONCRESIVE LIQUID LPL'MANUFACTURED BY MASTER BUILDERS SHALL BE USED FOR BONDING NEW CONCRETE AND GROUTING BOLT HOLES PER MANUFACTURER'S INSTRUCTIONS. 3. THE OPTIMUM HOLE SIZE SHALL BE 1/4" LARGER THAN THAT OF THE BAR OR BOLT. CONSTRUCTION NOTES: R.E,SiON BY DATE REVS. APPROVED MTE FAQIpTIE9 DEPARTMENT ACCEPTABILITY SFIDFTAION IS 'PINN'ED *PROVED En K BUN M ABDI ENCR. S.RANGARAM q.Pp G.McKINNEY SC A E.CAR RIGAN M E sueimE 4 -30 -97 5-18 -97 STRUCTURAL MASTER SECTIONS AND DETAIL BLDG. 21 -04.1 COL. N/A D.C. LAST REV69N SW DATE SNUT S505 OF JOB No. 160086 -00 DWG NO. 21 - -04 -5505 S506 F JL5x3 1/2x5/16, LLV, SHORT LEG BACK TO BACK 1/2 "GUSSET PLATE TS4 1/2 /2x1/4 — 24'-3" 24' -3" 1 1, 12' -1 1/2" -1 1/2" 12' -1 1/2" 12' -1 1/2" 12' -1 1/2" LOUDEN 605.247 CRANE RAIL DETAIL SCALE: 3/4 " =1' -0" DETAI L SCALE: 3/4"=1'-0" W10x33 (TYP) 6 G -TS6x6x3/8 COL (8 REQUIRED) W10x33 - - VERTICAL BRACING (TYP) FRAM INC PLAN SCALE: 1 /8 =1' - CRANE CAPACITY - 10,000 LBS. 3/8" GUSSET PLATE -3/4 "0 A325 -SC 60L 1, 5 TOTAL (TYP) (1 5506 i rAX lq 1/4 3/16 V 4, 3/16 r 4" 006 TYP S506 RUSTON S506 HOOK COVERAGE, ENVELOPE S506 DETAIL SCALE: 1 " =1 ' -0" CRANE RAIL ATTACHMENT (TYP) �', N APPROVED L DATE ELEV. 23' -6" FIN FLR 0' -0" 2L 1 S506 DTI -IT U I lil it lil UJ 3/8" PLATE W/ (2)3/4"s A325- SC BOLTS (TYP) W24x68 JL5x3 1/2x5/16, LLV, SHORT LEG BACK TO BACK W/3/8" SPACER W10x33 (TYP) N7TI ITE III I'I II I.I UJ Li 3/16 1/4" CAP PLATE W10x33 3/4 "R A325 -SC BOLTS TOTAL 2, 4 1/2" O.C. PLATE 3/8x7 1/2x1' -1" TS6x6x6x3 /8 SECTION SCALE: 1 " =1' -0" SECTION SCALE: 1 /8" =1' -0" AVM fr4 01. FAC TTTT E R MENT ` Fr III III lil I I IIJ UJ DTI I Tr / I, I,I II LJ UJ j S506 (U1 S506 ELEV. 23' -6" S506 3 1/2" S os TI - IT Ii I'I I I lU UJ 3/4 "0 A325 -SC BOLTS TOTAL 6 TYP JL5x3 1/2x5/16, LLV, SHORT LEG BACK TO BACK W/3/8" SPACER W24x68 PLATE 3/8x10x1' -6" TS6x6x3 /8 BASE PLATE 3/4x14x9" 5/16 1" NON SHRINK GROUT " "0x5" MIN EMBEDMENT HILTI BOLTS W /HILT HIT HY150 ADHESIVE DETAIL SCALE: 1"=-1'-0" 1/2" GUSSET PLATE TS4 1/2x4 1/2x1/4 14 5/16 4' 1 ' 1 S506 TYP RS DESIGN N AND/OR SPODIFICA. AMP. APPROVED BY DEPT N FLR 0' W24x68 1/2" GUSSET PLATE NS&FS W /(8) 3/4 "0 A325 -SC BOLTS LOUDEN 605 -247 RAIL BEAM r L M . ABDI S. RANGARAM APP M G. McKINNEY APPECVED E. CARRIGAN SECTION SCALE: 1/8"=1'-0" (4) 3/4 "0 A325 -SC BOLTS SECTION SCALE: 3/4"=1'-0" S506 DETAIL SCALE: 3/4" =1'-0" 6 -18 -97 SUBTITLE W24x68 S506 S5o6 W24x68 LOUDEN 605 -247 RAIL BEAM (4) 3/4 "0 A325 -SC BOLTS S506 I Li S506 LEGEND: GENERAL NOTES: CONSTRUCTION NOTES: KEY PLAN SCALE NONE PLAN, SECTIONS AND DETAILS STRUCTURAL MASTER BLDG. 21 -04.1 1. TOR GENERAL NOTES. SEE DRAWING S3. PLACE (6) 3/4" PLATES ON THE FLOOR AS SHOWN CENTERED ABOUT THE CRANE RUN (OVER ALL DIMENSION IS 20'x43'). DO NOT REMOVE CRANE STOPS . THE ENDS OF THE RAIL BEAMS. MEASURE CRANE RAILS' DISTANCE & NOTIFY MASEN ABDI (544 -2976) TO UPDATE THE DRAWING. ® PROOF LOAD THE CRANE TO 125% OF THE RATED LOAD CAPACITY. COL. E .5 -J/1 -2 D.C. 5506, I 3.5 8.5 TEa UST RED I SHEEP S506 160086 -00 Ho. 21 -04 -5506 DATE J