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Permit 6613 - Boeing - Cooling Tower
Permit 6613 - Boeing TYPE OF CONST.: v _ N UBC EDITION (year) 1988 SETBACKS: N - S -- E- W- FIRE PROTECTION: Sprinklers Detectors a N/A ❑ ❑ UTILITY PERMITS REQUIRED? ❑ Yes ©No (Publish Publio Worksl ZONING: C _ 2 BAR/LAND USE CONDITIONS? 0 Yes (] No CONDITIONS (other than those noted on or attached to permit/plans) I I CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: SITE ADDRESS PROJECT NAME/TENANT Boeing TYPE OF U New Building U Addition WORK: ❑ Rack Storage ❑ Reroof DESCRIBE WORK TO BE DONE: Add cooling �R��...., onl ADDRESS CONTRACTOR ADDRESS WA. ST. CONTRACTOR'S LICENSE # JPFRAA *288R0 ARCHITECT ADDRESS TOTAL APPROVED FOR ISSUANCE BY: CERTIFICATE OF OCCUPANCY NO. U(i) 0-rc 14675 Interurban Av S James M. Saghi J. P. Francis & Associates 8223 South 222nd Street, Kent, WA BE & C Engineers C SIGNATURE: _4 _ 41 4 BUILDIN'i PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) SUITE # PLAN CHECK NO.: Li Tenant Improvement (commercial) U Demolition (building) U Grading/Fill ❑ Remodel (residential) Qx Other: Tower Addition tower to roof to increase cooling capacity. 1101 Green Street, Suite 1602, San Francisco, CA 14675 Interurban Avenue South, Tukwila, WA DESCRIPTION: >: B.UILDINGPERMITEEE TOTAL:' FEES :�:AMOUNT:> PLAN :CHECK>.FEE .. BUILDIN i87AIO 317 :t1.0 ti. 5.0 RCP.T..: #: 8'.167 i8.167>: 24` ;;;94' . VA UE OF CONSTRUCTION - ASSESSOR ACCOUNT# 8988 -069 m OCC. LOAD SQUARE FEET SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET BUILDING OFFICIAL DATE: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. DATE: 6 c 91 -164 PHONE 66,000.00 415- 777 -3044 ZIP 94109 872 -8950 ZIP 98032 EXP. DATE 12/91 PHONE 393 - 8411 ZIP 98168 TOTAL OCC. LOAD PRINT NAME: 7LUW1ti C / ` COMPANY: A 0 L= / A! & This permit shall become null: and void rf 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 DATE ISSUED: BUILDING( 'EMIT APPLICATION TRACKING PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) • SQUARE OCC. SQUARE OCC. O D SQUARE TOTAL E E DEPARTMENTAL REVIEW "X" In box indicates which departments need to review the project. PAFtT EN ki BUILDING - initial review FIRE PLANNING - " C O PUBLIC WORKS O OTHER BUILDING - final review PERMIT NO. DATE READY ERMIT EXPIRES MOUNT OWING PROJECT NAME 1506 n _ J SITE ADDRESS SUITE NO. L JO -erur �u3 REVIEW COMPLETED ROY 6- 1 --' \ ROUTED INIT: INIT: /,, CONSULTANT: Date Sent - /?o F/2 6 ZONING: REFERENC FILE NOS.: UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCT N: INIT: k(- DATE NOTIFIED 2nd NOTIFICATION 3RD NOTIFICATION f.JIREM f:;C t °I I- (1 E Date Approved - FIRE PROTECTION: Sprinklers S Detectors N/A FIRE DEPT. LETTER DATED: 4/..-2...6 -' ,,^^ INSPECTOR: f p J - ) BAR/LAND USE CONDITIONS? ►.1 Ye MINIMUM SETBACKS: N- 10 S U E- 10 UBC EDITION (year): &-1 -er 'a.rr acl (Lv ty\ ,T7R. CONTACTED • ct TOTAL C LO BY: (Init.) BY: (Init.) SITE ADDRESS SUITE # /- ( 7� / //�.<l/,E' ,- ,V Ai/E". VALUE OF CONSTRUCTION - $ ,A PROJECT NAME/TFNANT /G. ,/ ekl." Z,Z4s � f 7, ,/// 2 e7 ✓,6".<�v% ASSESSOR ACCOUNT # ?4. i 57 7aa -eivz - aG (corn a cial) U Demolition (building) Other 41 / /. /rl/e-' >:�ILG.�fT2 7Y' TYPE OF U New Building U Addition Li Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: /fp,G � -/,t/6 7oI-V 7U ,e '# /, 1 /Z --4.e- 7 47, /157-7,<Z6 /, "e /? 4 c ,.�,1/4 c ,�.4c BUILDING USE (office, warehouse, etc.) O,c NATURE OF BUSINESS: .‘;;, /�,t/ ��6/// �,L //c/ WILL THERE BE A CHANGE IN USE ?,{ No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: l v7r 0- ,, FA Tenant Space: � 7 �•� Area of Construction: , , OR HAZARDOUS MATERIALS IN THE WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE BUILDING? ,f No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER y met iy ,/4,y/�< 4 ./ ..,, PHONE • ,e ADDRESS / /D/ Z / Ti ✓PE" --T SG//%"E /� ,- , ,- ZIP 71g/G)p CONTRACTOR 0C (jr A- PHONE csn EXP. DATE pG ZIP g soa : f_ I I [ r 04\c : Et Pc c ADDRESS Oaa7_7 s 'Q .r\(\ '( -Q)k, WA. ST. CONTRACTOR'S LICENSE # ` -- c �y�Ro J ARCHITECT ' "�� i �,,. d .� ;T PHONE( ,e g ADDRESS /il/TE.C�L/4 44/ ���. Gr R32 Y� ZIP . g_2.G CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 APPLICATION MUST BE FILLED . 014T COMPLETELY I HERi BY CI RTiFY THAT; I HAV READ AND EXAMINED' THIS APPLICATION A. TRUE AND CORRECT AND I: AM.;AUTHORIZED TO APPLY FOR :THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGI_N'I SIGNATURE DATE APPLI ATION ACCEPTED PRINT NAME o d►G G� ADDRESS woo - -�� - re,A47 CONTACT PERSON _--.�`� IS 1.- BUILDINI PERMIT APPLICATION FEES (for staff use only) BUILDING PERMIT FEE DESCRIPTION PLAN. CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL AMOUNT RCPT # DATE 731 OO 4 '01S .S0 t7 vir L DATE APPLICATION EXPIRES DATE 4/ 'q1 PHONE 3..7.1116, CITY /ZIP wt .off f q84� PHONE 51 = APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting, application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is Issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. 63/90/89 COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDMONS Completed building permit application (one for each structure) Assessor Account Number •-.. .• . „ . . • ....v.. • • .. • .E• • • • . . . . ....„..., • • • Two sets (2) of • • pecifications.; •„.., ••E Structural calculations stamped by a Washington State licensed 21 • .. . E .. • ••Soils repon stamped by a Washington State licensed engineer - Topographical survey . : .„ • E .. ; ..„. ...E].•Eri by a Washington State licensed engineer or.archltect • . ...„. ... .. .. . .. .........„.... '• . „ . Wodcingdrawings, stamped by a WashingtOnState..lIcerised,'' architect; which Include • • Site plan : . : • ::.: • •;..: „ ... . . Architectural drawingt,.....::: • • '••••:::::•:StructuraldrawIngt. ••••• . . • • •••:'"i MechaniCal drawings • ••••• ••••::•••••::: • EleVationt Civil drawings . ....... El Completed utility permit apPlIcatiom(ontfOr.entirt:PrejaCt) SIX :(6) sets of civil drawings . . • .• • .1.. • ••:•••••••• :"••••• • •••••••• NOTE See titfitiY•Permit applicatiOn (or specific utthty submittal qu itements.. ....,... ,... RACK STORAGE . • , Completed building permit application ; (2) sets of plans, which include Building floor planshowing:... .. .. Entire space where racks will be located •. Exit . ............ ::.:: . :•Dimenskins of . . Tenant space floor plan showing rack storagelayOut,;:aiisiet and • NOTE:.. Include dimensionsdf racks (heigh(Widdt andlength);:aislas • •:• and exit ways on plan. • • E Structural calculations stamped by Et:Washington.:Siate • engineer (rack storage 8' and • •• • E• RESIDENTIAL. NEW SINGLE-FAMILY DWELLINGS/ADDITIONS.... E Completed building permit application (one for each structure) Ej Legal description E Assessor Account Number Two sets (2) of worlJng drawings, which include: • Site plan • Foundation plan • Floor plan • Roof plan • Building elevations (all views) • • Building cross-section Structural framing plans Washington State Energy Code data Completed utility permit application Six (6) sets of site plans showing utilities •■•••••••••• NOTE: Building site plan and utility site plan may be combined See utility permit application and checklist for specific submittal requirements. Acicitfonal topographical and soils information may be required if unique site conditions. BMITTAL CHECIIIST 4111111■=1•1 . • -.• , • .:::••••.: COMMERCIAL TENANT IMPROVEMENTS . E. Completed build.ing.permitapplicatiOn.:(onefor each structure or . . ; . . ............................................ Assessor Account Number .:.•:::„Two.:(2)settof construction plans, which include Site ... • . . ..„„. Plan daridn Overall building plan . . • . . • •... . ; Ten an t IOCe , adjacent (common wall): tenant . :::.;:•.:•::: E..; . . •:::••chrerell::slirnensiOnt of •birliding,Or..SOtert fOotage:::::. • :::. •:":.:: . •"•• • • ; : • . • • :. Floor plan of proPOsed tenant space E• „. ,•::. .;;,:: :•:, • • • ; Tenant space plan.with•Ostof each room labelled ".• • Exit doors, egress patterns • ; -:• •• ;: • : • New *alit; existing Wail, and wails to be demolished " • Construction details :: •. : 'Cross sections showing wall construction and method of attachment for tiOOr'docicelling.; Structural calculations stamped by ,a Washington State, licensed engineermay„.be (2 sets)„:: a N p O p T i 0..4 E:. • ; f u permit plans REROOF .. • E . Completed building permit application (one for each structure) Assessor Account Number : ••• • 1 Narrative describing existing roof, material being removed, and ” material being installed ••' NOTE A certification letter is required Prior to final inspection and sign : off of the permit. • .• • •: • • • Completed . building permit application L . ] Assessor Account Number •-• • • Two (2) sets of plans; which include ........ .340 (showing building and loCationof:antenna/satellite dish) .DetallS:antentirs/sateilitel'diSh„and method of attachment . . . . . . • ptruOturatsalculationastaniped;.bY*Westilngton State licensed ••• engineer may be required . „ ..,.„ •••• •••••:::•:••••• .10.41•111•••• • 0•11•• RESIDENTIAL REMODELS' • . Completed building permit appilCatiOn:(one for each structure) E Assessor Account Number • Two (2) sets of working drawings, which include: • • Site plan • Foundation plan • . • Floor plan . • Roof plan • • Building elevations (all views) • Building cross-section . • Structural framing plans NOTE: If any utility work Is to be done provide utility permit application and plans must be submitted. • REROOFS ri Completed building permit application (one for each structure) E Assessor Account Number E Narrative describing existing roof, material being removed, and material being installed. • NOTE: A certification letter l. required prior to final inspection and sign- aff of the permit. • ro ect: � �y � / � 4; 7 /7uTi / Type of Ins cti� YP Pe / Address: _, k....... Date Called: —� Special Instructions: Do-7Q.,. a ?e /... 2{7 -o t/ / 2 e' to i''L,.es a / 4 "/.' 00 Date " anted: / - 9/ am: p.m. Requester: �~u r /--__5( J Phone No.: Li 7 7 -3 •Ei3o SPECTION NO. COMMENTS: ~ INSPECTION RECORD C' • Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 66/3 PERMIT NO. (206) 43143670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300. Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 'r o ect; (4) `l ~� ype o nspect • n; F i n (x 219 Address: 1 Li 05 e U ik,an i\li Date Called: ( l f Q , Date Wanted: f ( — 1.• ( am, p.m. Special Instructions: contact Ed Cg■LK5or1 Li —11 � l�0 Requester: —{�c �, k rron `J Phone No,: "-) Q ° S S O r r a +R " ^ �S: - ••,• '�n .+•t.. r.v-t� „, .., rr �b 41 'SPE • NO..,- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. jx< Corrections required prior to approval. 4 Inspector: EICOIFFIF7 . C) INSPECTION RECORD 0 Retain a copy with permit k ❑ $30. REINSPECTION F E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ' (ol0(3 PERMIT NO. (206) 431- 70 Date: Approved by c City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor cc: Building Permit file M E M O R A N D U M TO: Rick Beeler, Director Community Development FROM: Ann Siegenthaler, Assistant Planner RE: Boeing Cooling Tower - Administrative Design Review 14675 Interurban Avenue ?ERM IT # 6,& 13 DATE: August 12, 1991 The Boeing office building above has been issued a building permit for new roof -top cooling tower. The permit specified that the new tower would be painted the color of the existing building, which is beige. Boeing would like to paint it a darker color. As this is in the Interurban Special Review District, Boeing requests an administrative decision on a design review issue. I agree that a darker color is more appropriate. The backdrop to the Boeing building is a wooded hillside. A darker color would make the towers "recede" into the background, whereas a beige color would increase their visibility. A dark color would, therefore, be more consistent with the screening requirements of Design Review. A color value similar to that recommended for SAO and Hillside Design Standards (from Munsell chart) would blend relatively well into the background. This is a few shades darker than the building. Based on this, I recommend that Boeing be allowed to paint the cooling towers a darker color than originally specified, with the condition that the color approximately match the range shown on the attached color chips (provided by Boeing). i s1 7 /4 0 O f F h J G Cc)U •-1 PROJECT: j�` O) RMWESI I SITE ADDRESS: L9 '- IIIIM v PERMIT NO. t i 'DATE CALLED: 'If - 9 liffa TYPE OF INSPECTION: I ,,,`,/1111j SPECIAL INSTRUCTIONS: 4414,_,1 `i /I WAI DATE WANTED: REQUESTER: PHONE NO.: M ,, jappim -- •' 5D CALL l- ; 0 f , a ` INSPECTION RESULTS /COMMENTS: J _ _ • ,,,, i... f J �- - INSPECTOR: r 44 0 . - .4-0/1_... DATE: J7 �G %/ CITY OF TUKWILA Dept. of Community Develo ment - Building Division Phone: (206) 431 -3670 � 4 1"r INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Approved by Date: l City Of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor Rick Beeler, Director Community Development TO: FROM: Ann Siegenthaler, Assistant Planne RE: Boeing Cooling Tower - Administrative Design Review 14675 Interurban Avenue PEF:MI DATE: August 12, 1991 The Boeing office building above has been issued a building permit for a new roof -top cooling tower. The permit specified that the new tower would be painted the color of the existing building, which is beige. Boeing would like to paint it a darker color. As this is in the Interurban Special Review District, Boeing requests an administrative decision on a design review issue. I agree that a darker color is more appropriate. The backdrop to the Boeing building is a wooded hillside. A darker color would make the towers "recede" into the background, whereas a beige color would increase their visibility. A dark color would, therefore, be more consistent with the screening requirements of Design Review. A color value similar to that recommended for SAO and Hillside Design Standards (from Munsell chart) would blend relatively well into the background. This is a few shades darker than the building. Based on this, I recommend that Boeing be allowed to paint the cooling towers a darker color than originally specified, with the condition that the color approximately match the range shown on the attached color chips (provided by Boeing). cc: Building Permit file M E M O R A N D U M 411 TELEPHONED PLEASE CALL CAME TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RIJSH . RETURNED YOUR CALL. ' -, SPECIAL ATTENTION `. FPR /� DATE A.M. 6_ `I TIME PM M� OF PHONE NUMBER MESSAGE • SIGNED LITHO IN U.S.A. IMPORTANT MESSAGE AREA CODE TOPS 9 FORM 30029 A41 r EXTENSION ���� LkJ U _ 467s ,N;. ciEMDS so er ANN SIEGENTHALER Assistant Plannt'r. Department of Cons in unity Development (206) 431.3680 r CITY OF TUKWILA 6300 SOUT!!CENTER BOULEVARD, TUKWILA, WASHINGTON 98188 CITY OF TUKWILA 6200 SOUTI /CENTERBOULGVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -164: Boeing 14675 Interurban Av S 7. 8. 9. All high- strength bolting to 306, UBC). Readily accessible access to required. PHONE II (2061 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 0 0I 3 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). be special inspected (Sec. roof mounted equipment is 10. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. Gary L. VanDnsen, Mayor Boeing Page 2 11. All construction to be done in conformance with approved plans and requirements of the Uniform Building. Code (1988 . Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 12. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X 11 Bolts 431 -3670 X 12 Welding 431 -3670 13 14 FIRE FINAL Insp: 575 -4407 X15 PLANNING FINAL* 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 S ITE ADDRESS: 14675 Interurban Av S BU1LDW.G PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING (Lor3 PERMIT NO. DATE ISSUED: PROJECT: Boeing CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE �.�� «�,),, (INSPECTOR COMMENT SECTION Ol KISFECTO S CAN INS PROCEDURES AND REQUIREMENTS co PER MMO W JG04b�G1t iF� All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be Installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. ow,vco PLAN REVIEW COMMENTS Plan Check No.: C I 1 ` o4 Protect: �p REQUIRED INSPECTIONS 7. 10. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Soc. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear he seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). X All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 4 . Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney X 7. Framing . 8. Insulation 9. Suspended Ceiling 10. Wail Fastening X 11. , Board P pis x 12. VI lr`: yi 13. , 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final PLAN REVIEW COMMENTS Plan Check No.: C I 1 ` o4 Protect: �p REQUIRED INSPECTIONS 7. 10. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Soc. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear he seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). X All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 4 . Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. BE&C ENGINEERS ffil)1 2 C)\ JUN 1991 o'tE0 2/4/91 ION FILE ibP thattA7 cher1( Pre 1(1 STRUCTURAL tAtoULATIONS COOLING TOWER ADDITION BUILDING 7-30 Figured by: FEBRUARY 20, 1991 Prepared By: 28 1991i BE&C ENGINEERS MAHAN & DESALVO, INC. P.O. Box 3707 Seattle, Washington 98124-2207 Prepared For: BOEING SUPPORT SERVICES Renton, Washington Document Number: 326-91012-93-CALC-S1 H Shatl P.E. Checked by: 40.4 M. Abdi, P.E. Approved by: W enckel, P. alto/ RECEIVED nrry OF TUKWILA APR 2 4 1991 PERMIT CENTER • PROJECT 7 6LI)G. Co //i(, To WER f}/jD/ no A/ FIG. BY H' - N CHECKED BY fin o�,jOcri ✓F rTla ch'rwd T 2 Syor/s wEl& /r o ei 6000 /1J 14/. G v vo 1/2 500 /d�,c t / n / • 2 A 23771 REV. 5190 BE&C ENGINEERS , //►4dWf /oNS W b JOB NO DATE r//6 o47 ,- EcT /✓r= 0,C T /'S C%¢ v / 7.. At Is E !:cclery.0 ac7 p / E,- /Sr//✓G p o syc Tct p, v R T a. NeA/ 600v' Co 01;n/(� root e s 4 /Ccliv T-30 ANALys/s n..:50LA - R2 1R1 / IA s�0 _5..0 /•S TNT 6.l\ 7 5 c/r✓/ G//i/ e su/2/'0/ rte,) aN 6 41 /-'-//1/4- Gnu ce. To S /7/6'6 , _l ✓c V4fa 7 N .fSv1Ar0 kg cN r eAw i/ /I he it, 4.7% r fie- yR ra r �� v�l ��� s/s 1111111111,11 11111E1PRIEMIFIL RefCIt& cc ro /16G 9 9-J/ i :)N /,f c - 3 o c *y r ✓ , r /3- I 9/ o/g2 - 093 P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: 0 / D 9/ SHEET OFL To e9 v/p 6,45 e PROJECT 7-3 .LING CooGJ/J(r Towel � 2 /rimN JOB NO. FIG. BY /f' 45H,4/13RZMe , N' L ysis (CoNr) 3 ✓C'e /, rcc•c L )r /s, G'c T- 0 `� a p 't7 as cc. 11 57 c 4r6 (0/ /I'! r/ on/ CHECKED BY r Q/// r' s all c a- .5 y SO, of2T ) M a, e. A't / /e7 to rAL c(Nrc'/2 of rr/c- M crr4/ iZ R � 1/2,X r 938 / . " v J� : 2)(3. 3,e61 fr_I6 � 3 -b R . •ro ft #4 /Sc f ? -2 ,/2 Mttt 6rxlr 4dod/ S _ 14 7 -r �b 3/26► X/Z tsY_Y s l, e a'• 6A-3.6,000 "1 a /X/2 t /S / d 7s /J2 2 46 SN00n/ L ? . c . 2 S /is /C :{ 21771 NE:4 r SS• 3 jT -5" _ 73 15 r 3 a!3 e.r.t . BE&C ENGINEERS r M //✓v/Z 4)(/s x Sd.3 r' /,r // / /'r • DATE P.O. Box 3707 Seattle, Washington 98124.2207 Mail Sto : 9/0/ .2- 0 93 0/•309/ T/Ly lac 6 X/ 8 sY- y• 2. 46 f/ti . I r - r S. y 3 _ Lb( CACG'u /9ri ei o/d/ Ti 0/ AC s r,E'&sSc , o ,S'/hK/ 400o/ /9/ eA. /son 574 /v y SHEET? OF l a° PROJECT 7-?(D 1306. CO oL /de 7oWe2 Aa/Ti3 p _ !d 9 � 78300 X /875 2/33 / 3 (S". Pct. h 3Q +a) 12 Er,Q cs- : 2 „31 x2 ? x 4 z' (3X3¢7,¢2) x,..7417/0 s 7221 /4 W/O X /p. , . C/ � , 3.9 . ■ c. 4.3 ' ACV 5:90 2' 73 / i•S r 5 fp. /4. /o a X /a 9 BE&C P.O. Box 3707 ENGINEERS Seattle, Washington 98124.2207 Mail Stop: JOB NO 9/°/2 FIG. BY H' SM9f/6/4Z 1A- CHECKED BY DATE ' ;" ' 9/ SHEET 3 OF 12 1911 e /S /S (Co A/ r,) Ci C,t Ai)E ? WIC/ v� MG 6,0 (co A /r-) Tor = S f r6 15 /675 t Fi a 6 . = / 9/ 724 P �6 r' 6. A* r.6X36,Qoo • •21,6o0 /Ps! o k C 7lec,t7v s 64-2 SrAcsr•s 4; ; 1� /d 7S, 7 ,40o X37!. z4.1 '� - aX3•sx.475- Ci/L`c e75 ..D�,ce trr o,v ,"02 Q t 7M' ?/crI ' •3c�t�l 4 0 x' /� ' • S ,�sl r <. 4F7 o/ P '0 i!• 0 %/'.' L/ 6- a o% MC 6x /$ 'w // r2y . 6i// 0 To F.,/e 4 7 4, :E E f 1,4s,N ///G 7E7 c S i _ Mail Stop: PROJECT 7- 3° 610G Co 01 /4/Z. Toh/E ,400/7"/ a,J JOB NO. 9 / - 93 CHECKED BY DATE 6 / 30 . 9/ SHEET OF J' FIG. BY H ' 5/4 />AZ /i1A/ A Acys /s (C A'r ) cr/E�/c /E9u, cy �F CALC� /a7i-(1, e4 /L 7,4' S'T2 o,VG Ax is . r 7X /2 - 83 /bu rr • 96 5,o X/0' Cy P/ r fb Peg F 1 /2 x 2 /331 r 6 �2 fir: a c1,1 9.37x . /9 C EClc 2 2/x8 EX /S t • [ X 23771 fEV. 5/00 /2 X ro C eal/4 R /sc yam ✓ /r /a/v /7.9¢ k'sr t5x s r Fy ( /' r ) /(3 b yip 3 4 } /0,txt 0 36 3 / 0 / . 0 o BE &C �. ENGINEERS W/).'/. (CJ N7,) /3E/1/t/ /oA S / /GIS r 532 / 3 x 'd ) C. s )7, r 1S o xi o� /a x/ 03)0.o s �z XS% a 4X //. rAL Larycr 1r.5 P.O. Box 3707 Seattle, Washington 98124.2207 VALVE 60 VE2 /✓S 04kir i 14/ pi = /off x 9'. 70 /6 /fp Re-f626-Mce e ✓UlcRAf r V✓e - 7 -. 500 /6 /Fr X-23771 REV. 5/90 BE &C ENGINEERS PROJECT 7 B1 Pa (oal //✓ /i- TEwEf ,¢j»r /a!(/ FIG. BY h srl�14 &Rz//41 CHECKED BY ,''A L ysi s 'o r ' ) CNEck 22//8 &% %J r (7 (roNn) ) /M A riv oz & /3 /r5t P / 7+ r �o o x 1 815 . ' 35 /Ss '�- swo y7/. r ga e c a r,I(o & p0 . a6 rte. uN//Co xt- (oQ c/ ( 7 /s tO,C0C/ i Ccc/ /57 74. fl uM 640 4 A- C7i .ox/ c /1? /M a/-i moME(IT flea /4 r,qe 6. NC &-A/T4A47ett.) e.0 a. cis 4 c /ct 7e) as l e-0/(40 vv, r /e = ,, Q t ?/ 3 u 7 W Zi . � 'v x 2 5 ¢2 4 /44 x e // z M $ G�e$P .► 2/330 - z 3 3ox 2'ZS ..- 7/ f(-I' Wro r W L .r Wp = Coo f 70 . 7o /6 /f r a ., . i. / . 6'/ l'an�n , : 9 n ,� P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: JOB NO 91042 - 093 DATE 0/ '' / SHEET 5 OF Elu ✓AC c/V r / � L 4 ,7 - 0,3/ s c 701s 7" 6 REV / op /s) e.' el 6 1 r y ,r u/_ - c•; //' ; .j / 0 A! 86' N -Z 5/10 Ws 6 5'0 / 0 ro PA. c C'/ C - / ,02 a. l v fl e J i; t,+,J, J / ►)r ," re 6 " 7CCpc /2 PROJECT 7 30 /, IOC Co/'J(- ToWG°2 eulihria JOB NO. FIG. BY A 5117/4 / 0461 CHECKED BY /y9 DATE AVAl..ys/ 3 (Co/�/Y,) I c/!EC,€ ,4)e-QvAcv oc pv /6X3/ . EN4 7W /5 '&/ 5r,Vp rj 6 1/14- 5-4/ /GHT �i r 1,3So /Zs' /1.1 �2 = ► / 3T'o .. 4-62'" = /9 / 2 /4„ 1r3 = Oro * /d2 : 3, ZZS /t1 27. (M)/ ?4aX 2 q / you /'iex i W /1/ /x :7E ReA L 71 ". S 2 3771 (o '' 5 90 C ?sX7 1,9/2x /4 2d 111101111/11 ir if wirer um 1 I , u r — /2oM / :Coo //1/G- T!1� rPoop 0 %sis • 1,3504- //9 /2, t 3/i — Z /77S = 3 / 7 /2 ►��, Ff) , .1 e .:: , 11/1.., qt BE &C ENGINEERS • P.O. Box 3707 Seattle, Washington 98124.2207 I /3Snx 21 r 2 /77s /4` L 1 1415 1 Mail Stop: 9/0/2 - C)93 0 /.3/' 9, SHEET �O.OFIL PROJECT 7 -30 F,1D6. ljUl /i/ 'rowE2 Q.cid/rai■-) JOB NO FIG. BY y' Sf1AH/RA /,4 A CHECKED BY MI DATE 4 / 3 /' " SHEET OFL ,g AI/VS/5 (C0/$17) C/,'6Ck Ai)c'QuAGy vc M'W/ 6&,4-M (eo ,'!r., ,eSi /MA, 17 M4/I7 o, SAIL/GI/7 L /0 AJ / W (R)M x tr fs -rv ?( 23771 F1EV 6. BE&C ENGINEERS /Q 4f GS i6 /fi7- ( rssv''c CA4 /7y 65 /O 5//i/f : too /yjft C hEaM 4. /o0128 . fyoa /SS. ("4) r /aoX Za f,aoa f>. /s afc /�� 7 JT °5c P/ecV /Jvf y : c: ? . R- 3 7/2 I P/ r 5 , //a, /fir. 01' q /•00 - 39, Zoo F -'tt. t ox /.2 2M r //� /, / 7J/'i` < ok �¢v /f.c33x r CA< C/c eQuAC/ ° F t'/ /4 X 3 a Co N Seta" 7i ✓ / c ck /-t: 5'iL/4 sSes ,,t 77 SAMc� co a.r/i�,� it w /6 ,r;/ 39,yoox/Z s /1,2 /oo0 ,'di_ i(/„--.1:4. l/ 37 flf /3.34X.11 ksr P.O. Box 3707 Seattle, Washington 96124.2207 Mail Stop: 9/ - d9 /Zl4e / :CAM Po>rS 1 ANy or- ?•J •L 3a /9 ks y a./, 6 kf o PROJECT 7 -3v t3(O6. Coot/t/ / Toweit. zc%c/to4 FIG. BY H. S1-M 'AZIAtJ 1 N,4C75/s (Ca Nr.) CHFCk id r/cl Loa /nom CHECKED BY 45c ova g 3/t ed') Ce s /i$- , ExpO5L // C CY• ' /4 r r rl• n r /7 Psi fag- eel ,'»'p Gv/i P s /'$K/ . ¢x /7 110 r ?s . 7 /' r 9/..‘" C/9Cc«1 /4 tiny o ✓ 4 n/2/i/l✓G d 7/`/6 REs /377r✓6 nMc(irs o TN r 35.7P5Ix 6,33A8.38x 6 o.rm : 5/q6 pr -a ,'2 4 6000X 3.5 s /o fr. /1 /0, 5'o orM Slq(o Sc %s)ic Coat-4 = rc, wp eMC 0A-lo) ; C /S /'" . C.- ol/C2 s . .1F , t� A cr .y ,d /// /. - (`� ( • ?v!/'rr/l :.'.' rJ •23771 =tEV 5'90 BE&C ENGINEERS Nor JOB NO. 4/ " - O 93 DATE C2 ' 6 ' 9 / SHEET g OF L , /,74, /. O Of c • ;x /•ox(0.743(1)/c 600o s 2 /4). F w 3s.7 p r A x 6,3;5( c3.3 _ / 1 6 8 0 /c, / /r P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: w Fa ;A. NcN a1 Cr/I) �cc (leG ?/x p . /3 S v,c/ :,¢c.4 0,4 rh 1=p 1) .rte s PROJECT 7 �' & /2G ' ca 000/6- rols/b92 1u1M FIG. BY h 5/7`,4-1/;19. /AN CHECKED BY ! ;= /9NAcys /.s (c cNe-c/c iC /2M r /p / S o0 $F /2 • , .'23i1i .«v :■,90 /0, Co o a/ s¢s ) / ta a. 4/ /4zi (c !/r) OTM r. 2 X r 13/ s ¢ r /lr ,Cr. /S • / /,.) vJ ( 44- CC.A/ot 7,2.4 �- / • 2 ) < /. N. 4 Cc T /�' 4.4 / /G...Icc (.7A• M'Me= /T M)•.� // = 1.fx 8/ cVS"- / ° /S"o o c ?/ 3/8 Fr /5 • 7A' a srg �sf�s // Pp A 70 x 3 .a- • 2 2 o /d ' 6 ' 4 / 4 / / / i 4 / . 1 ,Qyvc 7 4 04 E i Q /Aedz.?) se rs °f 519/' /i✓C s , C,4 Tc"°R,4 L G as v! /d f ov /// L/A4/J'E .Q -. c.4 iT / -7/'i4 -C $rieec'.rrs 1)v - a 1/c''2 r/ C I/0/'✓2o 1f R e 0 A , 5 g r&. SPI /t&S a s 9/ c! / j/ > f e /Jee") /Judd . j 0 02 W / / ot Ne e - r 6,53 3• C / I( ad/c../ / 7 , ./1/At SJ'tr: 56:-.5 a ; J4/ 4 /!A 577('') A/ 6- Ax /i a/e PQ � /`'� ��� /42 f•''^ /921 /Z. EEC P.O. Box 3707 ENGINEERS Seattle, Washington 98124.2207 k.r> Mail Stop: JOB NO. Q/ o/ -- 9 . DATE v2. 9/ C /a rty) a S ti H fy •�. Ni lo g r f 4-0— L h1 SHEET OF �` C PROJECT 7 -3o Coo U'/1 To'/E, acid/77W FIG. BY / S'� AZ /A^/ CHECKED BY MA DATE /V/?6 y; s (C /JP C/' cK SY /s,i /c Lo 4c/ ,y (Co/V Cr/Eck ///. X/2 FoX. &a1/A -C 6' �/J2.C1 4 0 s x9.1 e 7 / , D fr -/C. - a r /ASrl 1 /2X /. /,Y(000 C,ycc e / .,,J /' /a xii4.e , 1 AtN. /, /sc 1.3 4.6 71- /' fi /7.Ny ,15x of s >irtss-e s X23771 REV. 5/00 IMP 43nX 9 r 4o 4r /0 BE &C ENGINEERS 74. FA. Flx Fy / / s a'92 < /•33 OX. JOB NO. 9 /0/a - o73 • 4) M ?iv tii // %10%• 1197c - 2.4 L Lc c is c,"1// 4;z„ omfre ; 7 AS S r. s %AJ id / E 1.// 4 30 / 3 c , 4 / ✓ J S Q(so ,yo/;/6'dc/2 r& $'c a) Jrz5 • / cAd o U r o f /' ( 4&a. 6.em t,=C.T1 P.O. Box 3707 Seattle, Washington 98124.2207 Mail Sto.: ce 0,6 6.5 t • I/ , SHEETID. OF L • RECOMMENDED CO OF STANDARD PRACTICE FOR STEEL JOISTS AND JOiST GIRDERS • When K- Series Joists are subjected to concentrated and /or varying loads, the following procedure will allow the: 1. Estimator to price the joists. 2. Joist manufacturer to design the joists properly. 3. Owner to obtain the most economical joists. A. Sketch the joist(s) on the drawings showing ALL loads to be supported. B. Determine the maximum moment in the joist and derive the UNIFORM load that will produce that moment. C. Determine the maximum end reaction and derive the UNIFORM load that will produce that reaction. D. Using the largest of the 2 uniform loads in B and C, select a joist from the load table and add an "SP" after the joist designation. E. Place the designation under the sketch with the following note: "Joist supplier to design Joist to support loads as shown above." EXAMPLE: 86 ���/ I,y LIV LOAD . 1800; /�i V 3 7 ,, 0 - •0- 30'•0' 5000 3000 6 eoo. 18K9 SP (See Method of Joist Selection Below) Joist supplier to design joist to support loads as shown above. Total Load = 1 - 2 6 - (8) + (180 + 90)(30) + 500 + 800 + 300 T.L. = 10,340# AL = 160(8) ( 3_ 0 ) + (180 +9O) (30) + 500 ( + 800 (-7-- o ) + 300 ( 30 R = 5,000# R = 5,340# Assume RR we2 ,L W g ei 30 W ei = 356 # /ft. Pt. of Max. Mom. = Zero Shear(V) = L1 (dist. from rt end of jst) V = Zero = 5,340 - (300 + 500 + 800) - (180 + 90)(L Lt = 13.85 ft. M @ L, = 5340 (13.85) - 300(10.85) - 800(6.85) - 500(4.85) M = 36,903 ft.# Assume M -- we2L2 a W 8(36,903) e2 — (30) W et = 328 # /ft. (180 + 90) (13.85) 2 Using W = 356 # /ft. ® SPAN = 30', and D = 18" Select 18K9 for total load (402) and live load (229) Call it: 18K9SP Due consideration by the specifying engineer or archi- tect shall be given to live loads due to: 1. Ponded rain water. 2. Excessive accumulation of snow in the vicinity of obstructions such as penthouses, signs, parapets, adjacent buildings, etc. Where the height of the obstruction is 10 feet or less, the depth of the addi- tional snow is to be assumed to be the height of the obstruction, reducing linearly to zero at a dis- tance of three times the height on the leeward side and to zero at a distance equal to the height on the windward side. Where the height of the obstruction is greater than ten feet, special consideration shall be given by the building designer. 3. Wind uplift. 4. Continuous frame action. The design load shall be not less than the following: (a) Dead Loads Weight In pounds Material per square foot Joists — actual weight but not less than 3 Concrete floors per inch of thickness 12 Hardwood flooring, Ve thick 4 Subflooring, soft wood 3 /4" thick 21 Ceilings, 44" plaster on metal lath and channel suspended ceiling 10 Plaster on rock lath & channel ceiling 6 Acoustical fiber tile on rock lath and channel ceiling 5 Acoustical fiber the on suspended wood furring strips 3 Roofs Five ply felt and gravel (or slag) 61 Three ply felt and gravel (or slag) 51 Gypsum per inch of thickness 4 Poured gypsum on steel rails per Inch of thickness 5 Light weight fill or insulation, porous glass, vermiculite, etc. per inch of thickness 1 to 2 Light weight fill or insulation, cinder concrete, per inch of thickness 8 Metal deck, 22 ga. 2 Metal deck, 20 ga. 21 Metal deck, 18 ga. 3 Corrugated metal tY Partitions -- the weight of partitions shown upon plans shall be taken as follows in pounds per square foot: Unplaatered Plastered 3" Clay Tile 17 27 4" Clay Tile 18 28 6" Clay Tile 28 38 4" Gypsum Tile 12 20 Allowa • le total safe loads In pounds per linear toot of H Series Steel Joists --- for joist de the 8" to 16" JOIST TYPE 8H3 - 10H3 10H4 12H3 12H4 12H5 12118 14113 14114 14H5 14118 14H7 18114 '18115 18118 16117 18118 OVERALL DEPTH (Inches) 8 10 10 12 12 12 12 14 14 14 14 14 16 16 16 16 16 RESISTING MOM. (Ineh•kips) 91 116 148 140 180 222 260 165 212 259 307 369 221 289 344 413 478 MAX. EN . (pounds) (pounds) 2400 2500 2800 2800 3200 3600 3900 3200 3500 3800 4200 4600 3800 4300 4600 4900 5200 MOM. A (inc hes4es4) no 12.3 19.8 24.5 28.9 37.8 44.3 52.6 40.1 52.4 61.4 73.2 86.2 64.5 79.3 93,5 112.8 129.5 tAPPROX. WEIGHT (Ibs. /ft.) 5.0 5.0 6.1 5.2 6.2 7.1 8.2 5.5 6.5 7.4 8.6 10.0 6.6 7.8 8.6 10.3 11.4 SPAN (ft.) - 8 600 500 560 467 533 600 650 457 500 543 600 657 475 575 613 650 9 533 500 560 467 533 600 650 457 500 543 600 657 475 575 613 650 10 480 500 560 487 533 600 650 457 500 543 600 657 475 575 613 650 • 460 11 436 455 509 467 533 600 650 457 500 . 543 600 657 475 538 575 813 650 345 12 400 417 467 467 533 600 650 457 500 543 600 657 475 538 575 813 650 13 I 385 431 431 492 554 600 457 500 543 600 657 475 538 575 613 650 209 337 417 14 310 357 400 400 457 514 557 457 500 543 600 657 475 538 575 613 650 167 270 334 393 15 270 333 373 373 427 480 520 427 487 507 560 613 475 538 575 813 650 136 219 271 320 418 16 232 302 350 350 400 450 488 400 438 475 525 575 475 538 575 613 650 112 181 223 264 345 404 480 366 17 268 329 323 376 424 459 376 412 447 494 541 447 506 541 576 812 151 186 220 287 337 400 305 398 18 239 305 288 358 400 433 340 389 422 467 511 422 478 511 544 578 127 157 185 242 284 337 257 338 393 413 19 214' 273 259 332 379 411 305 388 400 442 484 400 453 484 516 547 108 133 157 206 241 286 218 285 334 399 470 351 432 20 193 247 233 300 360 390 275 350 380 420 460 368 430 480 490 520 92 114 135 177 207 246 187 245 287 342 403 301 370 437 21 212 272 336 371 249 320 362 400 438 410 438 467 495 117 152 179 212 162 212 248 295 348 320 377 454 22 193 24B 306 355 227 292 345 382 418 391 418 445 473 101 133 155 185 141 184 215 257 302 328 395 454 23 176 227 280 328 208 287 328 365 400 36 400 426 452 89 116 136 162 123 161 189 225 265 243 287 346 398 24 162 208 257 301 191 245 300 350 383 334 383 408 433 78 102 120 142 108 142 166 198 233 214 253 304 350 25 176 228 276 - 72T 368 308 7 367 392 418 96 125 147 175 206 190 224 269 310 26 163 209 255 354 218 285 339 377 400 85 111 131 183 137 169 199 239 275 27 151 76 194 99 237, 117' 337 164 202 122 264 151 v 315 177 363 214 385 246 28 140 68 180 89 220 104 314 147 188 110 248 135 293 159 350 192 371 220 29 - 175 229 273 327 359 30 t Approxrma a Weigh a per Linear Foot of steel Joists only. Accessories not ncluded. tt For an approximate total load carrying capacity at a maximum allowable tensile stress of 22.000 99 164 121 214 143 255 172 306 198 347 179 pu3o a total load carrying capacity shown in the load table should be multiplied by the ratio 89 110 129 156 31 •' Section 153 200 239 287 332 5.9 of the "Standard Specifications for Open Web Steel Joists. H Series" limits the design LIVE load deflection. 81 99 117 141 162 32 144 188 224 269 311 74 90 107 128 148 j STANDARD LOAD TABLE OPEN WEB STEEL JOISTS, H SERIES Adopted by the Steel Joist Institute October 1, 1974, Revised to November 7, 1983. Standard Load Table, Copyright Steel Joist Institute. Reprinted by permission. The black figures in the following table give the TOTAL safe uniformly distributed load- carrying capacities, in pounds per linear foot, of H Series Steel Joists. The weight of DEAD loads, including the joists, must be deducted to determine the LIVE load carrying capacities of the joists. The load table may be used for parallel chord joists installed to a maximum slot of 1/2 inch per foot. The figures shown In blue in this load table are the LIVE loads per linear foot of joist which will produce an approximate de- flection of 1/360 of the span. LIVE loads which will produce LOADS ABOVE THE COLORED LINES ARE GOVERNED BY SHEAR. Based on a Maximum Allowable Tensile Stress of 30,000 PSltt a deflection of 1/240 of the span may be obtained by multiply- ing the es in blue by 1.5. In no case shall the total load capacity the joists be exceeded.• • Tests on steel joists designed in accordance with the Standard Specifications have demonstrated that the Standard Load Ta- bles are applicable for concentrated top chord loadings (such as are developed in bulb -tee roof construction) when the sum of the equal concentrated top chord loadings does not exceed the allowable uniform loading for the joist type and span and the loads are placed at spacings not exceeding 33" along the top chord. MODEL WATER COOLED CONDENSER APPLICATION, 95 °EWT /65 °LWT PROCESS COOLING APPLICATION 78 °W8(1) Tons(2) GPM 76 °W9 Tons(2) GPM 74 -WB Tons(2) GPM 72W13 Tons(2) GPM 66•WB Tons(2) GPM e5 °n5• MBH GPM 6e•WB EER YFC 1 -9 61/2 19 7V2 22 8 24 9 27 11 33 75 15 43 YFC 1 -12 8 24 9 27 10 30 12 36 15 45 95 19 55 YFC 1 -15 10 30 11 33 13 39 15 45 17 51 115 23 46 YFC 2 -17 11 33 13 39 15 45 17 51 20 60 125 25 71 YFC 2 -20 13 39 15 45 17 51 20 60 23 69 140 28 80 YFC 2 -22 14 42 16 48 19 57 22 66 25 75 150 30 60 YFC 3 -25 15 45 18 54 20 60 25 75 30 90 170 34 41 YFC 3 -30 17 51 21 63 24 72 30 90 35 105 195 39 48 YFC 4.35 22 66' 26 78 30 90 35 105 41 123 235 47 57 YFC 4 -40 25 75 30 90 35 105 40 120 46 138 280 56 68 YFC 4 -50 31 93 37 111 42 126 50 150 55 165 340 68 57 YFC 5 -60 40 120 46 138 52 156 60 180 70 210 420 84 66 YFC 5 -75 46 138 56 168 65 195 75 225 87 261 500 100 61 YFC 5 -86 55 165 65 195 75 225 86 258 100 300 600 120 73 YFC 6 -92 60 180 70 210 80 240 92 276 106 318 630 126 51 YFC 6 -101 65 195 77 231 87 261 101 303 117 351 705 141 57 YFC 6 -110 70 210 83 249 95 285 110 330 125 375 760 152 62 YFC 7 -135 85 255 100 300 115 345 135 405 155 465 915 183 54 YFC 7 -155 100 300 120 360 135 405 155 465 180 540 1095 219 52 YFC 8 -175 115 345 135 405 150 450 175 525 205 615 1255 251 48 YFC 8 -200 135 405 156 468 175 525 200 600 230 690 1500 300 57 YFC 9 -211 145 435 169 507 190 570 211 633 246 738 1650 330 63 YFC 9 -228 154 462 181 543 205 615 228 684 264 792 1755 351 67 YFC 10 -248 187 501 193 579 216 648 248 744 280 840 1875 375 56 YFC 10 -270 177 531 207 621 233 699 270 810 300 900 2025 405 60 YFC 11 -289 192 576 225 675 250 750 289 867 320 960 2145 429 52 YFC 11 -312 206 618 241 723 270 810 312 936 348 1044 2325 465 57 YFC 12- 339 225 675 262 786 291 873 339 1017 378 1136 2520 504 50 YFC 12 -368 242 726 283 849 316 948 368 1104 410 1230 2745 549 55 F ' 6 D � ` C O ( 4 'E Q ' C / I I SELECTION CAPACI RATING ? . ' � ...•:.:r:'slt. ">.K{bid!►`� 5i atili:..iy:} i�i:i+�lt:vw Jhi' „....1 2 swat iYts.Ats211.:i�r+ 6 EWT Entering Water Temperature (hot). WB Design Wet Bulb Temperature. MBH Thousand Btu per Hour of cooling capacity. EER Energy Efficiency Ratio, Btu /watt. (Btu of cooling per watt of electrical input of fan + shower pump). For selections at other operating conditions, please go thru selection procedures on page 5. Model Number Nomenclature: YFC 7 -' I Cabinet Size I • Nominal Tons at 72 °F. WB • Connections YFC /L YFC /L YFC /L Water Makeup K (MPT) Lam. 1 -9 thru 8 -110 have 1 Inlet and 1 outlet fluid connection. 7-135 and 7-155 have 2 Inlet and 2 outlet fluid connections. 8-175 and 12-368 have 4 inlet and 4 outlet fluid connections. LWT Leaving Water Temperature (cool). GPM Gallons (US) Per Minute. (1) ARI rating condition for Water Towers, (2) Compressor low side Tons of refrigeration @ 40° SST nominal (1 Ton =15,000 Btu /Hr of rejected heat). IJ. •R H (DRAIN DIA. F.PT.) Doors YFC /L YFC /L YFCIL Hot Fluid Inlet T Cool Fluid M Outlet T N j P k12” 1.9 thru 3-30 have 1 door as standard, located on fan drive side of unit. 4-35 thru 7 -155 have 1 door on each side of unit. 8.175 and 12-368 have 2 doors on each side of unit. FLUID COOLER MODEL NO. (1) FAN MOTOR M.P. (2) SHOWER PUMP MOTOR H.P. SHOWER WATER O.P.M. AIR C.F.M. COIL FLUID VOLUME (OAL) SUMP HEATER STD. KW (3) MIN. WALL CLEAR (IN) APPROXIMATE WEIGHT (LOS) YFC YFCL SHIP. OPER. YFC /YFCL 1 -9 2 1 /3 40 3900 12 11 'Y2 1.0 8 735 1050 YFC /YFCL 1 -12 2 1 /3 40 3600 16 16 1.0 8 750 1080 YFC /YFCL 1 -15 3 1/3 40 4000 20 19 1.0 8 800 1150 YFC /YFCL 2 -17 2 1/3 45 5300 16 15 1.5 10 1080 1490 YFC /YFCL 2 -20 2 1 /3 45 5100 22 20 1.5 10 1200 1630 YFC /YFCL 2 -22 3 1 /3 45 5400 27 241/2 1.5 10 1270 ' 1700 YFC /YFCL 3 -25 5 1 /2 72 8500 331/2 31 2.0 10 1400 2020 YFC /YFCL 3 -30 5 1 /2 72 8300 41 38 2.0 10 1450 2080 YFC /YFCL 4 -35 5 3/4 85 11600 39 37 2.6 12 1750 2640 YFC /YFCL 4 -40 5 3/4 85 10900 50 471/2 2.6 12 1850 2760 YFC /YFCL 4 -50 71 3/4 85 12200 62 58 2.6 12 1950 2870 YFC /YFCL 5 -60 71/2 1 112 19000 57 54 4.0 16 3200 4460 YFC /YFCL 5 -75 10 1 112 19600 74 701/2 4.0 16 3500 4840 YFC /YFCL 5 -86 10 1 112 18900 92 87 4.0 16 3800 5160 YFC /YFCL 6 -92 15 11/2 182 30100 86 82 5.7 20 4900 6850 YFC /YFCL 6 -101 15 1'/2 182 29100 112 107 5.7 20 5250 7280 YFC /YFCL 6 -110 15 11/2 182 28400 139 133 5.7 20 5500 7570 YFC /YFCL 7 -135 20 3 300 37000 151 146 8.0 28 7870 10600 YFC /YFCL 7 -155 25 3 300 38900 188 183 8.0 28 8200 11100 YFC /YFCL 8 -175 30 5 355 48000 185 180 10.0 30 9400 12200 YFC /YFCL 8 -200 30 5 355 47000 230 223 10.0 30 9990 12800 YFC /YFCL 9 -211 30 5 365 56450 200 199 12.0 40 10500 16800 YFC /YFCL 9 -228 30 5 365 59000 250 249 12.0 40 11000 17700 YFC /YFCL 10 -248 40 5 400 66200 235 234 14.0 40 11400 18900 YFC /YFCL 10 -270 40 5 400 68900 295 293 14.0 40 12000 19950 YFC /YFCL 11 -289 50 ' 5 450 75000 270 269 16.0 40 12350 20100 YFC /YFCL 11.312 50 5 450 78000 340 -339 16.0 40 13050 21600 YFC /YFCL 12 -339 60 71/2 510 79000 305 303 18.0 40 13425 21925 YFC /YFCL 12 -368 60 71/2 510 81900 380 378 18.0 40 14240 23440 MODEL NO. A DC D E F G I H K L M N P O R T YFC YFCL YFC /YFCL 1 -9 80 28',4 631 241 4734 4434 231 44 24 13 32 17 23 • � 0.1 cm (NI 077 C C7 c7 C7 C7 C); r C7 Cr) CI (") YFCIYFCL 1 -12 80 2834 63'1 241 47 44% 231 '1 24 171/2 28 17 23 YFCIYFCL 1 -15 80 2834 63 24 4734 44% 231 Y2 24 211/2 231 17 23 YFCNFCL 2 -17 90 311 65 27 53 50 2354 Y2 22 13 34 17 5 YFC /YFCL 2 -20 90 311/4 65 27 53 50 22Y: Y2 22 17'1 29 17 5 YFC /YFCL 2-22 90 31'/4 65 27 53 50 231 Y2 22 22 25 17 5 YFCIYFCL 3 -25 110 371 67' 331/4 65 62 2332 Y2 28 18 31 24 10 YFCIYFCL 3 -30 110 3714 6754 331/4 65 62 231 Y2 28 221 27 24 10 YFCNFCL 4 -35 128 461 68 42 76% 7334 2332 14 32 14 37 24 12 YFCNFCL 4-40 128 481/4 68 42 76% 7334 2354 34 32 181 33 24 12 YFCNFCL 4 -50 128 46 68 42 76% 73% 23Y: Y2 32 23 28 24 12 YFCNFCL 5-60 150 56 7534 52 92 89 40 34 45 14 42 24 12 YFCNFCL 5 -75 150 581/4 7534 52 92 89 40 3 4 45 181 37 24 12 YFCNFCL 5-86 150 561 7534 52 92 89 40 36 45 23 33 24 12 YFC/YFCL 6 -92 186 6754 8134 631 115 112 40 34 58 14 4534 33 12 YFCNFCL 6 -101 186 6754 81 631/4 115 112 40 34 58 181 41 33 12 YFCNFCL 6.110 188 671/2 81% 63 115 112 40 34 58 23 37 33 12 YFCNFCL 7 -135 194 93 90 8834 115 112 40 34 60 181 •4754 33 12 YFCIYFCL 7 -155 194 93 90 8834 115 112 40 34 60 23 4334 33 12 YFCNFCL 8.175 218 93 90 88% 139 136 40 34 65 181/2 50 25 12 YFC /YFCL 8 -200 218 93 90 8834 139 136 40 34 65 26 46 25 12 YFCNFCL 9. 211 225 .101 112 ' 96 139 136 40 1 39 21 64 25 15 YFC /YFCL 9- 228 225 101 112 901/4 139 136 40 1' 39 25% 5934 25 15 YFCNFCL 10. 248 250 101 • 112 961/4 163 160 40 11/4 39 21 64 25 15 YFC /YFCL 10- 270 250 101 112 961/4 163 160 40 1'% 39 25% 59 25 15 YFC/YFCL 11 -289 275 101 112 961/4 187 184 40 11/4 39 21 64 25 15 YFCNFCL 11-312 275 101 112 9614 187 184 40 1'A 39 251/4 5934 25 15 YFCNFCL 12- 339 299 101 112 9614 211 208 40 1'/4 39 21 64 25 15 YFCNFCL 12- 368 299 101 112 961/4 211 208 _ 40 114 _ 39 _ 25'/4 5934 25 . 15 I. • :!'11441K.* OPERATIONAL DATA (1) Model YFC has regular coil circuiting, model YFCL has coil circuited for low fluid flow applications. For high applications consult factory. PHYSICAL DATA • Models 7.135 and 7-155 have two inlet and two outlet connections as standard. t Models 8-175 thru 12-368 have four Inlet and lour outlet connections as standard, Specifications subject to chance without notice. Consult factory for certified drawinos. 7 C 1�� Mahan &DeSaW o CONSULTING ENGINEERS May 31, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -11 (Boeing Cooling Tower Addition) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no comments. Enclosed are the drawings calculations for your use. Sincerely, Cry tal Kolke CLK: 1 cc: BE & C Engineers P.O. Box 3707 M/S 6Y -73 Seattle, WA 98124 -2207 RECEIVED CITY OF TIJKWIL JUN 0 3 1991 PERMIT CENTER ci --I(oLt 1200 - 5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 8248150 TO: FROM: DATE: SUBJECT: CITY OF TUKWILA 6200 SOUTI!CENTRR BOULEVARD, TUKWILA, WASHINGTON 98188 PHONE # (206) 433.1800 Cary L. VanDusrn, MEMORANDUM fYY� ahc 1 p oi i o ac‘ ) 10,Q.1(\3 6Thw-r2.Y add iti or1 DATE * * REVISION SUBMITTAL * * &o PROJECT NAME 7- 5c, G z-bu J Ra_ez. ADDRESS /4 bUre "-), J/ 4i/, , ,.. CONTACT PERSON 447e4 PHONE -5- z9 / r° ARCHITECT OR ENGINEER 1 "ir/l S 9 "s 3 PERMIT NUMBER / / ,j (If previously issued) q ! PLAN CHECK NUMBER _! ' /64 r TYPE OF REVISION: _ .-5 e 1 �Gd- t71o�,J J __ GccL //J 7J °' i AGIrr pG J SHEET NUMBER(S) A.a0 "Cloud" or highlight all areas of revisions and date revisions. SUBMITt'LD TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 A /tJ CIT RECEIVED I K W ILA MAY 16 1991 PERMITCENTER PHONE SIGNI=_CD MESSAGE AFlEA COOT; 393 NUMf3LR PHONE CALL EXTENSION TIMET_UO- A 7 TOPS l,..- Pt1UNED RETURNED YOUR CALL FLEASE CALL t-CACL AGAIN. CAME TO SEE YOU WANTS TO SEE YOU :ORM 4003 ACTIVITY.OG COMMENTS • III 2 V ZiZ (•} 1 BUILDING 7 -30 14675 INTERURBAN AVENUE SOUTH SEATTLE, WASHINGTON 98168 BUILDING 7 -30 PROJECT SITE y I ° 1 110' ,6sp0 b8 Ave G .,' , 710 ' R•7C IOBiS CCONPN TER WMC. S ' 4 .i M5AyoYP,'PARKE - 7 A� 5:, >7 iS9 63 XJ fWVREP OI 'r+0t. , 6�dd4 00 'lM +c,>< ' P M ( W ' t ; � 010 . 14 47 lW E A1�E S .. 731 ��;S...Qy at VD 7.n 1 + B l g E k‘ X' - tr,1 O R +x P ARV W ( P; ? , 1� tl(W • : FF W 7 1 663 �t�R�!�ER PAW( ' .4 Te t +� 7.,5,1A � � CORP BLACKRAVTR CiRA7F pARK TECHNICALON ed E CENTER g VAILEY X05 I • PLAZA ` ROSINESS PARK EG GRAM* WAY } •ToRENTON b- ❑ AUBURN , WA . 98002 0 BELLEVUE , WA . 98007 0 K��R�ETT , WA : 98201 98031 0 PORTLAND, OR a 97220 0 RENTON , WA . 98058 SEATTLE, WA, 98124 ACCEPTA8I I. y 7Y T I'(1 S OtS I ON AND/OR SPECIFICATION IS A PRIED I - LEGEND NOT YET ISSUED r PREVIOUSLY ISSUED, NOT I THIS ISSUE IN THIS ISSUE INDEX OF DRAWINGS i�auoe� - IN SET DRAWING N0. SHEET NO. DRAWING TITLE REV DATE Q 7.30 -GO G01 COVER SHEET f 0 40 7.30- RfS160 RFS160 PARTIAL ROOF FRAMING PLAN 0 Q 7.30 -S540 S500 SECTIONS d DETAILS 0 Z.30 -RFM10 RFMIO ..PARTIAL HVAC PLAN & PIPING DIAGRAM 0 0 7.30 -RFE60 Rf @60 ROOF POWER PLAN 6 .N REVIEW FOR COMPLIANCE WITH THE 'FOLLOWING ORDINANCES ONLY ►: TRUCTLIRAL PER UNIFORM BUILDING CODE ❑ NON - STRUCTURAL PER UNIFORM BUILDING CODE ❑ WASHINGTON STATE REGULATION FOR BARRIER -FREE FACILITIES ❑ WASHINGTON STATE ENERGY CODE .SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, 'OMISSIONS AND INCONSISTENCIES. DATE IN 5 62 13. •I I. DATE OUT 1MAHAN & DESALVO, INC. - �,,.,,..,,,.�.- -- approvals are Check app rovai oi t u nderstand bj t o errors That the omissions and app f any subject to errors and o rite the b1Olation o plans does not authorize ��,�;sipt of co- or ordir•a" bwtad9 adapted code or ap ra\ „ ackh tractor's COPY _ LAST REVISION sMET - - 1 L 1 11.1111111111 IIIIII�IIIIIV No.,B M '^ T Ei T T (�T ti 8 G 9 9 11 C Z W L. . Illi11 ii 11 1111 Ii11 i ii111111 II�1111111111I1111111111111111111111111111111111111111111111111111111111 ,a- - Hs/03,04.91/13 t 1 MI .. -.- - as -•_.. .._.........,� 1 _ - i. ,- ..._�_�._.w. - -_. -�. ,c. __ _ ._ 1 _ y J -,-. ..,l .. .- .�- .._.. -.. .- ...�._ - - .. ...._. _ .. ... ... _ _ - • _ .. ... _ .. ....... .. .... _ ._. i _ a ► __..— _ _ _._ _ _ �. . - ; , , iiJjiTH. ll.. , ilk %)' 4. ( / : i l' //, .// /sir f MI 1 _ .. ___. .. -- 1111 __ _ .._ ___ j{ _ -.._ _____ —_— _ _ __ �.,.. r �— �._. ,___.. a ► __..— _ _ —. ___ _ ; , , iiJjiTH. ll.. , ilk %)' 4. ( / : i l' //, .// /sir REVISION SOUTH ILEVAIJON SCALE: 1/8 111111111W 11111 --�- -- . DATE r- SECOND F I.00R -.-II6 0 AUBURN, WA . 98002 O BELLEVUE , WA . 98007 AZAZ , i 0 EVERETT , WA . 9820 FACILITIES DEPARTMENT EJ KENT , WA 98031 O PORTLAND, 0R. 97220 O TRENTON, WA , 98055 SEATTLE WA . 98124 -. .�..._._..,t.a ..... . ........... TL U. r. v PROVO BY NEW COOL I NG• TOWER (I' -6 x4'- 8"x6' -3'' ) PAINT NEW COOLING TO'WER,,(EXCEPT LABELS): AS FOLLOWS: PRESERVATIVE PAINT: ALKYD . FI N I SH: A. RUST INHIBITIVE PRIMER EXTERIOR - INTERIOR STRUCTURAL FERROUS' METAL PRIMER WHITE /COLORED RUST I N H I B I T I N G , 28 -6212 WHITE B:. FINISH EXTERIOR' INDUSTRIAL GLOSS ENAMEL 135-500, 43 SERIES .COLOR: APPROVED BY CONSTRUCTION MANAGER TQ,MATCH EXTERIOR COLOR FINISH OF THE BUILDI -NG, C. FINISH: rvTER ! r r, l AIDl.1STb' Al ri OSS ENAMEL ; L .. F'. /1 \,. 111VVJ 1'[ \ 1 �1L: VLVWV G,�--�.n�. .. 135-500). 43-SERIES. COLOR : APPROVED B't CONSTRUCTION MANAGE :TO MATCH EXTERIOR COLOR FINISH OF THE BJILDING. EXISTING COOLING TOWER (SAME SIZE AS NEW COOLING'YOWER) PAINT EXISTING COOL I NG TOWER AS DESCRIBED ABOVE FOR NEW COOLING TOWER: ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED G. ILLER KEY PLAN SOUTH AND EAST ELEVATIONS BLDG 7.30 COIL A-S/ 1-B SEATTLE RUC ENGINEERS LAST REVISION SHUT RECEIVED,. (W 711KWI MAY 1 6 1991 P1 RMi7'CENTER JOB NO. 91012.093 7,30-A60 +■ , • r I I 0' - -0„ ( 9) 224 -,0 — tI! !It tIr !I! tit tlt ! ,It II! IIt tit II,Illt tltltlt,tlt !It II!IIIiltlt IIt III t1lltlt 1 1 1 l l 1 I I 13 ! ! 4I I 51 I 6�.; E I lull' illlllilllll ii Il iii 11 III�i IIIIiI Iiillli l ii II IIIIII i i lilt iviIii iililliil iiiibiri�iii bir, k z 111111111 ' 11 . 1111111 EXISTING COOLING TONER .SAME SIZE AS NEW COOLING TOWER) (EXISTIING COOLING TOWER IN FOREGROUND, NcT SHOWN FOR CLARIITY) 'PAINT ;EXISTING COOLING TOWER, AS DESCR I BEQ BELOW I FOR NEW COOLING TOWER ra) t (TYPICAL) r TOP OF PARAPET +41 THIRD FLOOR +28' -4 SECOND FLOOR • +I6 -4 FIRST FLOOR +2` -4" I . G4M /05. 01 API if • °ms •, .< • 1 . ; 'gy 1 s 1 ON t�. SKYLIGHT RFS160 HATCH COOLING TONER (EXIST) EQO I PMENT (EX TYP) W16X31(EXI ❑ AUBURN, WA. 98002 0 BELLEVUE , WA . 98007 ❑0 K�NRETT , WA . 982W I E 9803I ❑ PORTLAND, OR , 97220 ❑ RENTON , WA . 98055 U SEATTLE . WA, 98 124 r.. as KEY PLAN BLDG 7.30 COL F -4/1 j 8 SEATTLE • , ', w -4 ?Y� e`, • t. 5 . , q , .. k 7{+- u4tiC ?`C... S +C +Sx. Ski y r 1 t I 3I 4�� J 1 ������ l r No. +8 v,.fw r .I . #f• �.a- +4Ee,ae.....it.,i.s. ... �• �r3ii�?' t�lb2. x t.>. �: u: ii3�s+ i4wi ,:.6 <�iaf':�i�.,:�.Rr,"�e',� ... . ~.r;.. ,:;{.. I.1.2SI6OR HS/03 , 04 , f 91 {3 :35 ,.. #x.�.5t�c; •�rtda :A'•� .z�` � � ,,.. • . - ,; . ,�; . - %! ,cam . _ :+y�r issr ' ?e • ° J 4 ' . ?Al a REVISION SHT SI60 • REVISION 2, RFSI60 S500 i.w - TYPICAL 0 EACH FLANGE 0,. EACH JOIST & 4116X40 3/16 EXIST. 22H8 JOIST -°---� SECT ioN I ' = I O° AS REQUIRED PROVIDE 3/4 "0 BAR WHERE WIOXI2 DOES NOT LOCATE A NODAL POINT BASE ISOLATOR .<1] (TYPICAL OF 6) E--- ( I S5 5 500 ► _-..v.� �.rnv},...i.w�r m ....ir,�rr r .rr..;�ar.... rmrw:... r r. • FIBER CANT STRIP SET IN BITUMEN TORCH - DOWN/HOT MOP BASE FLASHING TO EXISTING ROOFING (MINERIAL CAP SHEET) 4 INCH OVERLAP WOOD CURB /BLOCKING (TREATED) CUT INSULATION /DECKING AS REQUIRED SHEET METAL ENCLOSURE (22 GAUGE) CROSS SLOPE FOR DRAINAGE FASTENERS @ 24" O.C. (GROMMETTED) FLEX -TUBE COLLAR PIPES /CONDUITS (SLOPE AWAY FROM ENCLOSURE) BASE FLASHING TO MATCH MINERIAL ROOFING FASTEN @ 8" O.C. (GALVANIZED NAILS) COUNTERFLASHING (22 GAUGE) FASTENERS 0 24" O.C, ( GROMMETTED) AritZEZAW FACILITIES DEPARTMENT i 4 MIN. DETAIL 3 » _ I ,_ 0 „ O AUBURN , WA . 98002 O BELLEVUE , WA . 98007 O EVERETT , WA . 98201 O KENT, WA . 98031 O PORTLAND, OR . 97220 0 RENTON, WA . 98055 SEATTLE , WA . 98124. N..18 "'-'• `.' • , i I EI T TI I 6 8 9 w iiiiliiii iiiiliiii iiiiliiii iiiiliiii iiiiliiii iiiiliiii iiiliiii iiiiliiii iiiiliiii ii ►iliiii iiiiliiii ' 1 I 1 i 1 1 1 1 1 1 1 i ' TIT' 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 I1, 4_11II1i11111I,,11 I11111111111 VMS j W .i EXISTING ROOFING (MINERIAL \ TOP SHEET WITH BASE SHEET(S)) ' CUT BACK AS REQUIRED HVAC EQUIPMENT OUTLINE WI'OXI2 WELDED TO EXISTING JOISTS AND BEAM BASE ISOLATOR(BY MECH) TORCH -DOWN BITUMINOUS BASE • FLASHING TO MATCH EXISTING ROOFING MATERIAL, ATTACH TO WEB WITH 2- I /4 "xl" FLAT BARS WITH I/4" 0 BOLT HOLES AT 18" O,C., PROVIDE CONTINUOUS SEALANT AT FLASHING, BAR AND WEB INTERSECTION, SEALANT AT BOLT (BOTH ENDS) BASE SHEET TO MATCH EXISTING ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED EXISTING 2 RIGID INSULATION CUT BACK AND REPLACE AS REQUIRED EXISTING METAL DECKING CUT BACK AS REQUIRED 55001S500 U Tf 4: TI i. BLDG 7.30 a> SECTIONS & DETAILS COL. F-I/ I -B CONSTRUCTION NOTES LOCATE BASE ISOLATORS ONE FOOT FROM THE END OF BASE FRAMING AND SPACE EQUALLY. IN LIEU OF BOLTING, FIELD WELD BASE ISOLATORS TO TOP FLANGE OF W6X16. 2> HOT DEEP GALVANIZE W6XI6 & BASE ISOLATOR BOLTS IN ACCORDANCE WITH ASTM A.123 OR ASTM A 153. REPAIR ZINC COATED SURFACE DAMAGED BY WELDING WITH GALVANIZING REPAIR PAINT. 3.> FIELD WELD 3/4 ° 0 BAR TO EXISTING STEEL JOISTS. PROVIDE 4 "(MIN) WELD EACH END. GENERAL NOTES I ALL MATERIAL, INCLUDING W6X16 AND 3/4 "0 BAR SHALL CONFORM -TO ASTM A36, 2 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND NOTIFY ENGINEER IF DISCREP- ANCIES ARE FOUND PRIOR TO PROCEEDING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS SEQUENCES AND PROCEDURES REQUIRED TO PERFORM THE WORK.' CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER'REPRE -- SENTATIVE FOR APPROVAL PRIOR TO FABRICATION. 3 ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS DI.I STRUCTURAL WELDING CODE BY WABO CERTIFIED WELDERS. 4 BASE ISOLATORS SHALL BE DUAL SPRING, CAST HOUSING AND BASE PLATE WITH EXTERNAL ADJUSTMENT SIMILAR TO "MASON INDUSTRIES" MODEL C -2 -1320, OR APPROVED. INSTALL PER MFGR. REQUIRMENTS. RECEIVED CITY OF TU;KWILA APR 2 4 1991 PERMIT CENTER COOLING TOWER ADDITION' SEATTLE 1I2S500D HS/03.04.91/14:12 (2 NEW 4 ) DRA.LN' TROOE RI }I _1 6J NEW THE4 TED DOUG -F I R BLOCK (4x4x1' TYP 3) ( 4F 7 5 EXISTING-- - DRAIN 'IPING C PARTIAL ROOF PLAN COOL NG TOWER (NEW) [ COOLING T cM'ER (EXIST) ROOF PENET AT{ON EXISTING EOUIPMENT(TYP) REVISION 4" CTR - 4 "CT ROOF MOUNTED PIPE SUPPORT P.O.C. OVERFLOW CONTROL SYSTEM DESIGN GENERAL OPERATION CT -2 BLOWER CT-2 SPRAY PMP -2 � CT -I BLOWER • CT-1 SPRAY OFF PMP -I anerie2rAY47 FACILITIES DEPARTMENT -- NEW ISOLATION - - , VALVE 5" CTR NEW ISOLATION VALVE ACCEPTAB I L I TY THIS DESIC•N AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT . DA'I PARTIAL HVAC ROOF PLAN AND PIPING DIAGRAM COOLING TOWER ADDITION COL F-M/1-8 SEATTLE II2M01OR 8E &C ERGNEER$ LAST REVISION SH1 SY)b€O1 DATE Of THE CONDENSER WATER SYSTEM DESIGN INCORPERATES TWO EQUALLY SIZED COOLING TOWERS, ONE EXISTING AND ONE NEW, TO BE PIPED IN PARALLEL AND ISOLATED EXCEPT WHEN IN USE. THELEAD PUMP IS PMP -I AND LAG PUMP IS PMP -2. SEQUENCE OF OPERATION THE EXISTING COOLING TOWER CIRCULATION PUMP PMP -I RUNS CONTINUOUSLY. SEE SCHEDULE BELOW FOR AUTOMATIC COOLING SYSTEM OPERATION. OFF 0- I OFF ! --- -- ON -0 ON I OFF - - -d ON I I I , L i . 0--- ON OFF 0 -17-t I 1 ` I 1.--r-T-1 75'F 80'F 85'F 90'F COOLING TOWER SUPPLY TEMPERATURE 0 OVERFLOW - EXISTING MAKEUP WATER - -_— ON O AUBURN, WA . 98002 O BELLEVUE, WA . 98007 O EVERETT , WA . 98201 0 • KENT , WA . 9803 O PORTLAND , OR . 97220 O RENTON WA . 98055 0 SEA`LE , WA . 98124 EXISTING ROOF DRAIN TO EXISTING COOLING EXISTING BOILER - RUNS - -. CONTINUOUSLY (IN HAND POSITION) IIIIIII IIIIIII IIIIIII II I I I I I I IIIIIII 1111111 IIIIIIIIIItihII IIIIIII IIIIIII lI ( �) I �J I 41 I 51 I �I No.18 I � ' Y >;L I IT_ 6. 9 ' •.G 9 , I, E Z m3 Illlilllllllliilll�ilililiil IlliillIIiIiIiii ilill lllllllri iil!1IIIIIII lflilili�liil iiiiilliiClll1hliii lliiiiil1 (NTS) , EXISTING I—� 0 NEW 5" CTS W GATE VALVE ---NEW ISOLATION VALVE P.O.C. 5 CTS 5" CTR COMPRESSION TANK TRIPLE DUTY VALVE Q AIR SEPARATOR COOLING WATER DIAGRAM 0 8 0040 0 )( HEAVY LINES REPRESENT NEW WORK ■ 5" CTS u)(14)( ( AtOMMw>meaw41ra- 01610W,waaw';as ROOF 3D FLR 4 ? ' l e 4 PERMIT CENTER CONSTRUCTION NOTES CAP 5" VICTAULIC TEE AND INSTALL ELBOWS AND PIPING AS SHOWN. HEAT TRACE AND INSULATE NEW 4" CTS & R �� ON THE ROOF. lam'" i PROVIDE AND INSTALL NEW FRIGID COIL YFC -5 -86 COOLING TOWER PER MANUFACTURERS INSTRUCTIONS. RUN PIPE OVERFLOW TO ROOF DRAIN. PROVIDE AND INSTALL AUTOMATIC AIR VENTS AT HIGH POINTS OF SYSTEM (TYP 2). PROVIDE PRESSURE TREATED DOUG -FIR BLOCKS (2 x 6 x 2 " -6" LONG). SECURE PIPE SUPPORTS TO BLOCKS. CONNECT NEW MAKEUP WATER FOR NEW COOLING TOWER TO EXISTING 1/2" MAKEUP WATER LINE. 8. INSTALL GATE VALVES FOR SHUTOFF AND ISOLATING SERVICE AND EQUIPMENT. GENERAL. NOTE; I. COOLING TOWER TO BE FRIGID COIL MODEL YFC -5 -86 WHICH INCLUDES A STAINLESS STEEL SUMP PAN WITH FLOAT VALVE, AUTOMATIC BLEED, DRAIN, OVERFLOW CONNECTION, PAN HEATER PACKAGE, POSITIVE CLOSURE DAMPER, AND HEAT INSULATION. 2. PIPING MATERIAL: BLACK STEEL SCH 40, BEVELED ENDS, ASTM A 53, GRADE B, SEAMLESS OR ELECTRIC WELDED. 3, FITTINGS: VICTAULIC GROOVED END TYPE, DUCTILE IRON, ASTM A 47, WITH EPDM GASKET. 4. UNIONS: CLASS 150 MALLEABLE IRON, BRASS SEAT THREADED, ASTM A 197, ANSI B16.3. 5. BOLTING: CARBON STEEL HEX -HEAD MACHINE BOLTS AND HEX NUTS, ASTM A 307, GRADE B OR CONTINUOUS THREAD STUD BOLTS AND HEX NUTS, ASTM 1 354, GRADE BC. 6, COUPLINGS: VICTAULIC, DUCTILE OR MALLEABLE IRON HOUSING CLAMPS WITH EPDM GASKET. 7. BRANCH OUTLETS: 300 PSI WORKING PRESSURE, 1/2 TO 3/4 INCH, ONE NUT OUTLET. VICTAULIC STYLE 923, VIC LET AND VIC- -O WELL FOR THERMOMETERS. 8. PIPE INSULATION: GLASS FIBER ASTM C 547; CLASS I MAXIMUM K VALUE OF 0.25 AT 50 F, NONCOMBUSTIBLE. I" THICK CERTAIN -TEED CORP OR APPROVED WITH ALUMINUM JACKET, ASTM B 209, 0.02 INCH THICK (SEE ELEC. DRAWING FOR HEAT TRACE). 9. EXISTING CONTROLS ARE BARBER COLEMAN. NEW CONTROL COMPONENTS TO BE BARBER COLEMAN, 10. USE VIC -EASY ROLLING TOOL TO ROLL GROOVES. II. TEST PIPING SYSTEM AFTER LINES HAVE BEEN CLEANED AND BEFORE INSULATION COVERING HAS BEEN APPLIED. REMOVE OR VALVE OFF FROM SYSTEM GAGES AND OTHER APPARATUS THAT MAY BE DAMAGED BY THE TEST PRESSURE. 12. TEST PROCEDURE: SUBMIT CALIBRATION RECORDS FOR GAGES USED FOR TESTING TO ENGINEER. INSTALL TWO PRESSURE GAGES PER TESTING SYSTEM. LOCATE GAGES AT THE LOW POINT OF. THE PIPING SYSTEM. EXAMINE FOR LEAKAGE AT JOINTS AND CONNECTIONS. CORRECT VISIBLE LEAKAGE AT CONTRACTORS EXPENSE. THE SYSTEM MUST BE ABLE TO HOLD TEST.PRESSURE WITHOUT ANY DETECTABLE LOSS. TEST PRESSURE TO BE ONE AND ONE-HALF TIMES THE DESIGN PRESSURE(NOT LESS THAN 50 PSIG). 13. HYDROSTATIC TESTS: USE WATER NOT EXCEEDING 100'F. HOLD AT TEST PRESSURE FOR FOUR HOURS AFTER THE PIPING UNDER TEST IS DISCONNECTED FROM ITS SOURCE OF WATER. i4. CONTROLS INSTALLATION TO BE INSTALLED BY A CONTROLS SUBCONTRACTOR. PROVIDE COMPLETE AS BUILT ELECTRICAL CONTROL DIAGRAMS, PROVIDE DEMONSTRATION TEST OF ALL SEQUENCES TO THE SATISFACTION OF THE BOEING ENGINEER. 15. FIELD CHECK EXISTING CONTROLS AND EACH INSTALLED INSTRUMENT AND WIRING CONNECTION, CALIBRATE AND ADJUST FOR. PROPER OPERATION. 16. TEST AND ADJUST THE COMPLETE SYSTEM UNDER OPERATING CONDITIONS TO DESIGN PERFORMANCE. 17. GATE VALVES: !25 -LB IRON BODY, FLANGED ENDS, BRONZE TRIM, OUTSIDE SCREW RISING STEM, SOLID WEDGE DISC, BOLTED BONNET, RENEWABLE SEAT RINGS: POWELL FIG. 1973, NIBCO FIG. F -617 -0 OR APPROVED. 18. AIR VENT: AUTOMATIC TYPE FLOAT - OPERATED, 150 PSIG WORKING PRESSURE; 1/2 INCH ARMSTRONG I - -AV WITH TEST LOCK, GRINNELL, APCO, SARCO OR APPROVED. 19. CONNECTIONS AND TESTING TO BE DONE ONJrF HOURS (NIGHTS AND WEEKENDS). 20. PIPE SUPPORTS (ROOF): CAST -IRON ADJUST LE SADDLE, GRINNELL FIGURE 264, LOCKNUT NI PEE, STEEL SUPPORRT. SHIELDS INSULATED PIPE: HARD BLOCK NONCONDUCTING SADDLES IN 90- DEGREE SEGMENTS, 12 INCHES LONG, BLOCK THICKNESS SAME AS I NSULAT I NARI +n d► APR 2 4 1991 CBM, /03. 13.9 If 4:07 REVISION ReviSItN ACCEPTAB I'L I TY THIS DESIGN ANVOR SPECtFICA1 TON is APPROVED DEPT,. BLDG . 7.30 ROOF POWER PLAN I PARTIAL ROOF PLAN • 1-1/2"C,3-#4+ I0 - #12 CHAN I CA! THIRD FLOOR ,-- COOLING TOWER (NEW) • nJ) / ----COOLING TOWER (EXISTING) EXISIIING EQUIPMENT (TYP.) r ArigrAe FACILITIES DEPARTMENT PANEL 3E ,,...., ..:.- ...r^ -�- a .,...*.,r • C No.18 �.... 0 AUBURN , WA . 98002 0 BELLEVUE , WA . 98007 0 EVERETT, WA'. 98201 P ENT , WA . Q�03 I 0 PORTLAND , OR 220 0 RENTON , WA 98055 S EATTLE , WA . 98124 .I►I�I� 1, 2 I1 314I I51I6I T i T 0, $ L g 9 I:• w � I IIIIIIIII llilll 11111 !111111111111IIIIIIIII 111111111 ! 1111111111111111111! 111111111111111 111I IIIIIIII 111111111 MECHANICAL ROOM THIRD FLOOR NO SCALE 3E/4 0 I- I/2 "C,3- #4 +I0 - #12 3 E/ ( 3I , 7 )) ! 3,5),(7,9,II ) , (1 , 1 5, I- 1/2 "C,3-- #4 +6- #12 KEY PLAN w a- :, trtart rt t teC D' GENERAL NOTES I. CONDUIT: EMT, UNLESS OTHERWISE NOTED, UP TO 2 ". 2" AND ABOVE, OR OUTDOORS USE RIGID STEEL 2. CONDUCTORS SHOWN: #I2 AWG, STRANDED COPPER, INSULATION TYPE THHN /THWN, UNLESS OTHERWISE NOTED. 3. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE APPROPRIATELY COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS PER NEC 250 -57(b) EXCEPTION #I, b OR c (USING TAPE). COLOR CODE AS FOLLOWS: 208Y/120V 480Y/277V A 0 LEFT BUS IN PNL) BLACK B 0 CENTER BUS IN PNL) RED C 0 RIGHT BUS IN PNL) BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN GREEN ISOLATED GROUND GRNjYEL* GRN /YEL* *GREEN WITH YELLOW TRACER 4. DYMO LABEL EACH RECEPTACLE, JUNCTION /OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION. 5. INSTALL NEW OR REVISED PANEL SCHEDULES UPON, COMPLETION OF JOB. CONSTRUCTION NOTES 4be ife`0 kr � CONDUIT, TURNED DOWN (ROOF PENETRAT!ON) CONDUIT, TURNED UP OP COMBINATION STARTER I— PANEL BOARD, I20/208V J'BOX GEN DUPLE RECEPTACLE I) I SCONNECT SWITCH BROWN ORANGE' YELLOW GRAY PROVIDE ONE 70A 3P CIRCUIT BREAKER AT 1,3,5 PLUS TWO 20A 3P CIRCUIT BREAKERS AT 7,9,11 ANDI3,I5,I7. . . PROVIDE WEATHERPROOF DUPLEX RECEPTACLE. PROVIDE DISCONNECT SWITCHES AND J'BOX. CONNECT COOLING TOWER FAN MOTOR, PUMP MOTOR, HEATER, AND SENSORS; l:am PROVIDE A SIZE 2 COMBINATION STARTER IN NEMA I ENCLOSURE. CONNECT FAN MOTOR AND CONTROLS. PROVIDE A SIZE 00 COMBINATION STARTER.IN NEMA I ENCLOSURE, CONNECT PUMP MOTOR AND CONTROL, RECEIVED riTiYOFTIJKWItA APR 2 4 1991 PERMIT CENTEI 1 12EO6OR ATS /03 . Q3 91 f 15: 35 '+•+..- �;e!.++nww. -:.- . '.r�+.! r - ,..'r++r ,..wr. ..-. •. a?"s.:.ue i'w■.tu; va:,.. �.nf�':, „ - ",✓.' ✓ .a ..:Fti;. >a'•.. 5.£`3:... ✓ .u:`r ..... 4 t ,