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HomeMy WebLinkAboutPermit M98-0224 - BOEING #9-99\/k9g Oz2Lf City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M98 -0224 Type: B -MECH Category: NRES Address: 9725 EAST MARGINAL WY S Location: Parcel #: 000340 -0018 Contractor License No: HERMAC *217NT UMC Edition: 1997 (206) 431 -3670 MECHANICAL PERMIT Valuation: Total Permit Fee: Status: ISSUED Issued: 11/23/1998 Expires: 05/22/1999 TENANT BOEING #9 -99 9725 EAST MARGINAL WY S, TUKWILA WA 98188 OWNER BOEING PO BOX 3707 - M/S 1F -09, SEATTLE WA 98124 CONTACT LARRY RUFF Phone: 206 - 575 -9700 1221 2ND AV N, KENT WA 98032 CONTRACTOR HERMANSON CORP. Phone: 206 575 -9700 1221 2ND AVENUE NORTH, KENT, WA 98032 ****************• k***: k************************ * *•k * * ** * * * * * * * * * * * * * * * * * * * * * ** Permit Description: FURNISH AND INSTALL 23 NEW DIFFUSERS AND 8'RETURN GRILLES, RELOCATE EXISTING DUCT HEATER, DEMOLITION AND CAPPING EXISTING DUCT. 000.00 46.50 * * * * * * **J ***************************..*****"* * * * * * * * ** * * * ** * * * * * ** ** * ** * * * ** JZ-2-f %1 / / ! r Permit enter 'A o ized Signature Date I hereby certify that I have read and examined . this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel 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 aiilding p t. Date: f� �� ks_ �G11�C�L '.�- �'1..K.S.'_ Title: This permit shall become null and• void i the; work is not commenced within 180 days from the date of issuance;, or :.i f the work is suspended or abandoned for a period of 180 days from the last inspection. Project Name/Tenant:. • _0 , C ' . Value V • struction: coy Site Address: • Cfl ' -- Z' c-.o f I i. ' 1. ' . City .te /Zi.: 1 Tax Parcel Number: 2 00 -- • O 1 . .Property Owner: ' 7, ( Phone: Street Address: City State /Zip: Fax #: Contact Person: Li cc ( S. i U LC.,� : 1 , � t • U Pho ' , — � S Street Address: c— ) City State /Zip: Fax #: C.n ractor: ,--- la 0 tip 0. l ,, Phone: . ) '' s it Street Address: - , ./l , 4 City State /Zip: ' C C A ' Fa , ∎ - "l _ c'l D Architect: Phone: Street Address: City State /Zip: Fax 41: Engineer: Phone: Street Address: City State /Zip: Fax #: MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO'BE.;FILLED OUTBYAPPLICANT) Description of work to be done: ',Z . La,u: 4+' liir -n .k-- rtso iW'. Y1, A MONTHLY SERVICE BILLINGS TO :.. Name: Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby ) CITY OF 7JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANTREQUEST .: FOR 'MISCELLANEOUS PUBLIC WORKS PERMITS : '. ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt # Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous WATER METER DEPOSIT /REFUND BILLING: Name: Address: Date application accepted: MISCPMT.DOC 7/11/96 ❑ Moving Oversized Load /Hauling Date application expires: Phone: City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Applicat • n taken by: (initials) CITY OF 7JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANTREQUEST .: FOR 'MISCELLANEOUS PUBLIC WORKS PERMITS : '. ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt # Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous WATER METER DEPOSIT /REFUND BILLING: Name: Address: Date application accepted: MISCPMT.DOC 7/11/96 ❑ Moving Oversized Load /Hauling Date application expires: Phone: City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Applicat • n taken by: (initials) BUILDING OWNER OR AUTHORIZED AGEN SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW ® Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2 :1 Submit checklist. No:: M -9. El Antennas /Satellite Dishes Submit checklist No :"; M - 1 ® Awnings /Canopies - No signage Commercial Tenant Improvement Permit s ® Bulkhead /Dock Submit checklist ` No 10 O .Commercial Reroof Submit checklist No :.M-6: 0 Demolition 'Submit checklist, No; :M-'3'; M 3a ' El Fences - Over 6 feet in Height Submit checklist No M -9 El Land Altering/Grading /Preloads Submit checklist: No: M -2 El Loading Docks Commercial Tenant Improvement Permit. , SUbmit checklist NO: H-17 El Mechanical (Residential & Commercial) Submit checklist,; No :, kit-8,' Residential'only- H-6', H;16'..-. ., Ei Miscellaneous Public Works Permits Submit checklist . No :;H - 9 ® Manufactured Housing (RED INSIGNIA ONLY) Submit checklist ' No M 5 El Moving Oversized Load /Hauling Submit checklist: No:' M 5 El Parking Lots Submit checklist : No M -4 0 Residential Reroof - Exempt with following exception: If roof structure to be repaired or replaced Residential Building Permit Submit checklist ,. No: M-6 El Retaining Walls - Over 4 feet in height Submit checklist ; No IYI 1 El Temporary Facilities Submit checklist No:. 7 / 0 Temporary Pedestrian Protection/Exit Systems '._ Submit checklist % No M El Tree Cutting Submit checklist : No M- 2,.`.. BUILDING OWNER OR AUTHORIZED AGEN ' p Signature: l ! i \ 116 c �n_�` ' (' Date: I 1 _ 1 '? ,C C'; Print name:( '. \ 1 ', I l'oN < l f- ?"t• ( C I\ Kc, hone: l' ?( - "l S ° t )W Fax #: p ) -\ \ Addres ( , �l � (A d �;�,i • A-) pity/State/:, L I_ Y- c- J"2. ALL MISCELLANEOUS P IT APPLICATIONS MUST BE SUB ED WITH THE FOLLOWING: • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED > ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER > CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, :or, contractbr" by the State of Washington, a notarized letter from the property owner authorizing. the agent to submit this pennii application; and obtain the permit will be required as part of this submittal. . 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. MISCPMT.DOC 7/11/96 • Address: 9725 EAST MARGINAL WY S Permit No: M98-0224 Suite: Tenant: BOEING #9-99 Status: ISSUED Type: B-MECH Applied: 11/17/1998 Parcel #: 000340-0018 Issued: 11/23/1998 kk***kkA*****kkAk**k******14**k**k*********A**A******A***kk** Permit Condition: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 2. All permits, inspectiorrP*OrdTiAPOOPProv,ed plans shall be available at the job site to th'e any con- struction. These;','IdOCUments,af,7e maiyita***.„and avail- able until fin'ai is g:rante 3. All construCtion to be . done In ConformanCewIth aprsoved plans and.r'eqUiremeiits.Of the Uniform BuTiOngode:?',(1997 Edition) ,as. amindd and Washihgton State Energy Code (1997 Edition), 4. Validity: The issmance.of a permit,or approval of plans, specificattons, andoomputations shall not he con- struedytoYbe a permit for or an approval of any 0bf of any of the provisions of .the.building code or other, of tha,jurisdiction. No permit presuming to gikWauthority to violate provisions-of:this code shall' be valtd. , 5. MANUFACTURERS'INSTALLATION:INSTR&TIONS REOUIRED ON , SkfiE FORTNE,BUILDING-INSPECTORSREVIEW, ' 6. ElettrICal permits.Shall:be\obtalnedthi the WaShingtO Stcii0 DVOsion Of 1-b'or and:4dustrIei and all electrical wi 11 be insp*t,ed?b,Y that agency -(248-6630) . CITY OF TUKWILA , • , 4 44 ,;; „.;; I.: ,tr t41 ,--„ : -..:! • , 1:,,...,!r 0.. Of DEPARTMENTS: Buili Division gl Fire Prevention 10, AM- I - a -gyp rug. <«.g "8 Public or s, ❑ Structural ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete E Incomplete ❑ Comments: TUES /THURS ROUTING: Approved ❑ Approved with Conditions \PR•ROUTE.DOC 6/98 PLAN � I W / ACTIVITY NUMBER: M98 -0224 DATE: 11 -17 -98 PROJECT NAME: BOEING #9 -99 NX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Planning Division C Permit Coordinator a DUE DATE: 11 - 19 - 98 Not Applicable ❑ Please Route ❑ No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 12 -17 -98 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS. DATE: Pr ct: Ty of inspection: Address: q742 -r, r "446; 'A-t, t. D ri: .-- Special instructions: Date wante / 2 . �� a. Requester: Phone No.: ,r COMMENTS: Insp INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 981.88 -- Approved per applicable codes. 4 -022 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. OA Z? _ff / $42.4 REINSPECTION FEE REQUIRED, Prior t inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Date: COMMENTS: q , 1 1 0 /1 66.1 e f L ,/' - fi C oc--4 �r e-4. Iiikz / 1 eh 7 -41),_4c__ _ _ V po / / , aC: -S ceG,/ 1C.. l// i/ /7'- ,/(16 - e/t), Date w8rt0e Id � i� p.m. R ester: 1A e inn n ?ELI rigoQ _71,3- 30 L/ - !! ., ., 1 , e _ q , 1 Ty i, nspp Ray Ray A res• S �. GuS Date c ! Special instructio s: Date w8rt0e Id � i� p.m. R ester: 1A e inn n ?ELI rigoQ _71,3- 30 L/ k Ttil :' .,k: iw + +�F• lsw��ti^""4' 7+ 9 n INSPECTION NO. CITY -OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 INSPECTION RECORD Detain a copy with permit ! PERMIT NO. (206) 431 -3670 Insp Approved per applicable codes. Corrections required prior to approval. • Datep ot $42.1 ( REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro 1 � /—/ Type of isartionf -41 Address: Date called! Special instructions: .- Date wanted: a gy- be Requester: 4 ww" r Phone No.: ,.... ii "Xi.:3'F! rpm^." F`: ��xi<+ i'; o.. rv��p�.; �m. rr, p. ��i, ry;;;„ w•.,,•: e;: m�., �° r�i�;.�.^.wv""i�ri��.n.+*'s;!Mn • INSPECTION RECORD i Retain a copy with permit L,/r9 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 4 may--- - GEC Inspecto Date: (206) 431 -3670 Corrections required prior to approval. r — a $ 2,00 REINSPECTIO ! FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No,: Date: - 1m �� ` _-.~------_----.~~---._-~-_-�_-.~--'--~~--_--- +A****+A++^*++Nk**a+h*M*+*A*+*A+wAN+*^*o*A*6x+i+ahA+1*.t+h*+hkh++ CITY OF ?U%NILA. WA TKANGM71 hA*4 TRANSMIT Number: R97O0871 Amount: 46.50 11/23/9S 9"01 Payment ' Method: CHI Notation: HEDMANSON' znjt: BLH . , 6. ~—~-~-- own '—~ ~~~ Permit #o: M98-0224 Type: D~NECH MECHANICAL PERMIT Parcel No: O0034O_O018 Uibe Address: 9725 EAST MARGINAL NY G Total Fees: 46.50 . This Payment ` 46.50 Total ALL Pmts: 46.50 Balance: ' � ,OO *AkAkA+a+A****^+A**++A+*A*k++++*k8h**Irk***k++***+*A+A+*6+It**+*«* Account Cade Description Amount 00O/345.830 PLAN CHECK - NONREG 000/322,100 MECHANICAL - NONRES ^ `9"30 / 37.20 : •��/ REGISTERED AS PROVIDED BY LAW AS CONST CON SPECIALTY CCAFCG HEGIST* # EXP. DATE RMAC 217NT 07/27/1999 EFFECTIVE DATE 08 /30/1979 HERMANSON CORPORATION 1221. 2ND AVE N KENT WA 98032 Issued by DEPARTMENT OF B0R AND INDUSTRIES , _; II J 22"1X 1�8' - (EXIST) 32" X 18 (EXIST) ' ,,..... " v 1 DST) (NEV ) -- - - � - 12 0 � = 14% (EXIST) Is ) KNEW); 28" X 18 ° (EXIST) 28'oAR /A'OUCT 22 GA GALV. MS21 SYM A REVISION INSTALL ABLATIVE COATING AREA J #757566 -07 INSTALL COOLING IN COATING AREA J #757566 -07 BY KG APPROVED P RWS /EJC KGP RWS /EJC B1 -B & B -2 CONSOLIDATION J #180015 -06 KGP RWS /EJC REVISION PCH -36EK EVAPORATIVE UNIT, RATED TO 35.100 BTU /HR WITH 730 CFM MOUNTED WITHIN 12" OF THILIOE I L I NG 1M-12 36 48" .2'6 24 GA GALV. 108' 20' TO 2O' F _— .— _.. - � rRANS410N, Is cn 1 GALV. (TYP 9) —#PUH -36EK COND. UNIT ON ROOM CAP 2D'a R/A DUCT 24 CA GALV. RETURN DUCT UEASURE 9'x 3'AtID ARE MOUNTED FLOOR ELEV. ii; iiii�iik NE a z FLOOR OL RCOM BY 18) ER (TYP -18 80TTOU F DIFFUSER 024' AFF: (TYP) GALV. k152O OUTLINE. OF AHU ON CAP l iI H FLOOR PLAN SCALE: 1/8" = 1' - -0" APPROVED DATE At ?, 7 y - 1B"P 24 G 3 cALv. (TYP) 22 CA GALV. 32, 1 22 G GA GALV. - - - 1M12 35, 22 GA GAL'!. /-40'0 20 GA GALV. O GA GALV. APPROVED BY DEPT. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DATE \44N R. 5)000;0 CHECKED 'cNG' ^1LLR CHECKED APPROvAD APPROVED OF L -4-98 - -H - - -— PIT SEPARATE FOR: REQUIRE ; L MECHANICAL. `,ECTRIcA ❑ pLUMBIN 0 GAS PIPING CITY of TUKWIV* BUILDING DIVISION TITLE SUB TIT 0 6101FR der tandtt�att�ePlznCl�ecV ��fe ov 1, tnerr'r and0.• c an as 1 \ J ,VAC BL DING 9 -99 CONSTRUCTION! NOTES: CAP THE EXISTING SPIN -IN AND EXTEND THE 14 "0 DUCT THROUGH HE WALL. PROVIDE A NEW 8 "0 LATERAL AND INSTALL 8 "0 FLEX AND NEW TITUS TMSA -AA, 24" X 24" CEILING DIFFUSER WI 3 "0 NECK IN THE LOCATION SHOWN. — CAP THE EXISTING SPIN- IN AND PROVIDE A NEW 8 "0 LATERAL WITH VOLUME DAMPER. INSTALL INSULATED FLEX DUCT AND NEW DIFFUSER IN THE LOCATION SHOWN. 0- INSTALL A 9 "8 X 8 "0 22 GA GALV. REDUCER AT THE END OF THE EXISTING DUCT RUN, iNSTALL AN 8 "0 X 45' 22 GA GALV. ELL, AND VOLUME DAMPER. CONNECT 8 "0 FLEX DUCT TO END OF ELL AND INSTALL NEW DIFFUSER IN THE LOCATION SHOWN. p> INSTALL A NEW 20 GA GALV. 70" X 18" BULLHEAD TEE WITH TURNING VANES AT THE BOTTOM OF VERTICAL SUPPLY AIR DUCT. TIE INTO THE EAST SIDE OF THE NEW TEE WITH A 14" X 18" TO 14 "0, 900, 22 GA GALV. ELL. © CONNECT THE EXISTING 14 "0 DUCT WORK TO THE 14 "0 DISCHARGE END OF THE ELL. S- FABRICATE A 28" X 18" TO 14 "0 X 48" LONG, 22 GA, GALV. TRANSITION. INSTALL IT ON THE DISCHARGE OF THE 70' X 18" TEE, IMMEDIATELY NEXT TO THE 14" X 18" ELL. TIE INTO THE TRANSITION WITH AN 8 "0 LATERAL WITH VOLUME DAMPER, INSTALL INSULATED FLEX DUCT AND NEW DIFFUSER IN THE LOCATION SHOWN. CONNECT THE EXISTING 14 "0 SUPPLY DUCT WORK TO THE DISCHARGE SIDE OF THE TRANSITION, [19.> INSTALL A 28" X 18" X 24" LONG DUCT TO THE DISCHARGE OF TH 70" X 18" BULLHEAD TEE. INSTALL A 22 GA GALV. 28" X 18" X 90' ELL ON THE END OF THE NEW 28" X 18" DUCT. THE ELL WILL HAVE A CENTERLINE • RADIUS OF 42". INSTALL A 28" X 18" TO 20 22 GA GALV. TRANSTION ON THE • DISCHARGE OF THE ELL. ROUTE 20"0 DUCT FROM THE TRANSITION. PROVIDE AN 8 "0 LATERAL WITH A VOLUME DAMPER. INSTALL INSULATED FLEX • DUCT AND PROVIDE A NEW DIFFUSER IN THE LOCATION SHOWN. INSTALL A NEW 20" X 8" X 16" 22 GA GALV LONG SWEEP WYE. THE CENTERLINE OF EACH SWEEP MUST EQUAL TO 2 X THE DISCHARGE DUCT WORK DIAMETER. 1_ ROUTE 8 "0 DUCT WORK TO THE LOCATION SHOWN INSTALL A NEW DIFFUSER AND CONNECT IT TO THE DUCT WITH INSULATED FLEX DUCT. Di-ROUTE 16 "0 DUCT 'WORK. PROVIDE AN 8 "0 LATERAL IN THE 16" DUCT. INSTALL A NEV DIFFUSER IN THE LOCATION SHOWN AND CONNECT IT TO THE LATERAL WITH FLEX DUCT. REDUCE TO 12"0 DL.IIT WORK. PROVIDE AN 8 "0 LATERAL IN THE 12' DUST. '':;TALL A NEW DIFFUSER IN THE LOCATION SHOP,".! Al :' CONNECT IT TO THE LATERAL WITH FLEX DUCT, REDUCE TO 8 "0 DUCT WORK. ROUTE THE 8 "0 DUCT TO THE LOCATION SHOW) INSTALL AN 8" X 450 22 GA GALV. ELL, INSTAL - A NEW DIFFUSER AND CONNECT IT TO THE ELL WITH FLEX DUCT. 19 MOVE THE EXISTING DUCT HEATER INTO THE NEW MECHANICAL - SPACE TO AVOID INTERFERENCE WITH THE NEW WALL CONSTRUCTION REDUCE TO 16 "0 DUCT WORK. PROVIDE AN 8 "0 LATERAL IN THE 16" DUCT. INSTALL A NEW DIFFUSER IN THE LOCATION • SHOWN AND CONNECT IT TO THE LATERAL WITH FLEX DUCT. TIE INTO THE EXISTING 38 "'X 18" DUCT WITH AN 8 "0 LATERAL WITH VOLUME DAMPER. INSTALL INSULATED FLEX DUCT AND NEW DIFFUSER IN THE LOCATION SHOWN. INSTALL AN 8" VOLUME DAMPER IN EXISTING LATERAL. CONNECT INSULATED FLEX DUCT TO THE RE -USED LATERAL AND INSTALL • A NEW DIFFUSER IN THE LOCATION SHOWN. EXTEND THE EXISTING 12 "0 DUCT APPROX. 8' TO THE LOCATION WITH 12 "0 22 GA GALV. SPIRAL DUCT, INSTALL A 12"0 X 8 "0 X 8 "0 LONG SWEEP WYE BRANCH. INSTALL VOLUME DAMPERS IN THE DISCHARGE OF EACH 8" BRANCH WITH FLEX DUCT AND INSTALL A NEW DIFFUSER IN THE LOCATION SHOWN. TIE INTO THE EXISTING 22" X 18' DUCT WITH AN 8"0 LATERAL WITH VOLUME DAMPER. INSTALL INSULATED FLEX DUCT AND NEW DIFFUSER 1N THE LOCATION SHOWN. 2� REMOVE THE EXISTING CAP FROM THE END OF THE 22" X 18" • SUPPLY DUCT AND INSTALL A 22" X 18' TO 12"0 TRANSITION. ROUTE 12 "0 X 22 GA GALV. DUCT WORK APPROXIMATELY 3' FROM THE TRANSITION I2 $ - INSTALL A MIN. OF (8) R/A GRILLES IN THE CEILING GRID IN THE LOCATIONS SHOWN. INSTALL A 32" X 46 " - - 22 GA R/A D0CT PROM THE LIEBERT MODEL_ #FEY248 - C PROI'FSS 100IFR 8NTOILIF INTERSTITIAL SPACE BETWEEN THE DROP CEILING AND THE TRUE CEILING. USE A MITERED 90' ELL WITH TURNING VANES. SEISMICALLY BRACE THE 70" X 18" BRANCH RUNS ON EITHER SIDE OF THE NEW BULLHEAD TEE AS PER THE REFERENCE • DETAILS ON SHEET 9- 99 -M511 AND 9- 99 -M512 REMOVE BOTH 70" X 18" SUPPLY AND RETURN DUCT WORK THAT IS ATTACHED TO AHU #2 (UNIT IN THE 3RD FLR. MECHANICAL SPACE THAT IS BEING REMOVED). OENED OFTUKWlLA ^,I F — I�, /1 —.1 LEGEND: GENERAL NOTES: NOTE: 1) DUCT WORK INSTALLATION MUST MEET ALL REQUIREMENTS OF THE '94 UMC AS WRITTEN BY ICBO. 2) SUPPORT ALL DUCTWORK FROM THE TRUE CEILING AT A MAX. 8 INTERVAL AS PER DETAILS ON SHEET M511 & M512 3) INSULATE SUPPLY DUCT WORK WITH 1 1/2" FIBERGLASS BLANKE INSULATION WITH MINIMUM 1 # /CF DENSITY, FACTORY INSTALLED YARN MESH REINFORCED ALUMINUM FOIL VAPOR BARRIER. SHEET M12 OB NO DWG N0. 9 -99 -017 SEISMIC CENTER BRACING FOR RECTANGULAR DUCTS L < 10' -0" LONG DUCT SIZE WxD(3) (in.) VERTICAL HANGERS DIAGONAL BRACES (5) HORIZONTAL BRACES LONGITUDINAL BRACES BOLT SIZE (in.) 30x30 'L4x4x12ga. L4x4x14ga. L2x2x16 ga. 2 1/2" PIPE, L4x4x1 /4 3/8 42x42 L4x4x12ga, L4x4x14 ga. L2 1/2x2 1/2x16ga. 2 1/2' PIPE, L4x4x1/4 3/8 54x5 L3x3x1 /4 L4x4x12ga 12 1/2x2 1 /2x16ga. 2 1/2" PIPE, L4x4x1/4 1/2 60x60 'L3x3x1/4 L4x4x12ga. L3x3x16 ga. 2 1/2" PIPE, L4x4x1/4 1/2 84x84 L5x3x1/4 L4x4x12ga. L4x4x16 ga 2 1/2" PIPE, L4x4x1/4 5/8 96x96 L5x3x3/8 L4x4x12ga. L4x4x12 ga. 2 1/2' PPE, L4x4x1/4 5/8 54x28 L4x4x12 ga. L4x4x12ga. L2 1/2x2 1 /2x16ga. 2 1/2" PIPE, L4x4x1/4 1/2 60x30 L4x4x12 ga. L4x4x12ga. L3x3x16 gc. 2 1/2" PIPE, L4x4x1/4 1/2 84x42 L3x3x1/4 2" PIPE L4x4x14 ga. 2 1/2' PIPE. L4x4x1/4 5/8 96x48 L4x4x1/4 2' PIPE L4x4x12 ga. 2 1/2' PIPE, L4x4x1/4 3/4 108x54 L4x4x1 /4 2 1/2" PIPE L3x3x1/4 2 1/2" PIPE, L4x4x1/4 3/4 120x60 L5x3x1/4 2 1/2" PIPE L3x3x1/4 2 1/2" PIPE, L4x4x1/4 7/8 SEISMIC CENTER BRACING FOR RECTANGULAR DUCTS L <7' -O" LONG DUCT SIZE WxD(3) (in.) VERTICAL HANGERS DIAGONAL BRACES (5) HORIZONTAL BRACES LONGITUDINAL BRACES BOLT SIZE (in.) 30x30 L4x4x16ga. L2 1/2x2 1/2x12ga L2x2x16 go. L3x3x15'aa. 3/8 42x42 L4x4x12 ga. L2 1/2x2 1 /2x12ga. L2 1/2x2 1/2x1691. L3x3x12 ga. 3/8 5454 L3x3x1 /4 L2 1/2x2 1 /2x12ga• L2 1 /2x2 '1 /2x16ga. L3x3x12 ga. 3/8 60x60 L3x3x1 /4 L3x3x12 ga.' L3x3x16 ga. L3x3x12__ga 1/2 84x84 L5x3x1 /4 L3x3x12 ga. L4x4x16 go. I3x3x12 y u. 5/8, 96x96 L5x3x3 /8 L4x4x12ga. L4x4x12 ga. L4x4x12 ga. 5/8 5428 L4x4x12ga. L2 1/2x2 1/2x12go. L2 1/2x2 1/2x16ga. L3x3x12go. 1/2 80x30 L4x4x12 ga. L3x3x12ga. L3x3x16 go. L3x3x12ga. 1/2 84x42 L3x3x1/4 L3X3x1/4 L4x4x14 ga. L3x3x1/4 5/8 96x48 L4x4x1/4 2" PIPE L4x4x12 ga. I.3x3x1/4 3/4 108x54 L4x4x1 /4 2 1/2" PIPE L3x3xi /4 L3x3x1/4 3/4 120x60 L5x3x1/4 2 1/2" PIPE L3x3x1/4 L3x3x1/4 7/8 SEISMIC SIDE BRACING FOR RECTANGULAR DUCTS DUCT SIZE WxD(3) (in.) VERTICAL HANGERS DIAGONAL BRACES HORIZONTAL BRACES BOLT SIZE (in.) 30x30 L2 1/2x2 1/2x16ga. L2 1/2x2 1/2x1691. L2x2x16 ga. 3/8 42x42 L4x4x16 ga. L3x3x16 ga. L2 1/2x2 1/2x1691. 3/8 54x54 L4x4x12 ga. L4x4x14 ga. L2 1/2x2 1/2x16ga. 3/8 60x60 L4x4x12 ga. L4x4x14 ga. L3x3x16 ga. 3/8 84x84 L4x4x1/4 2 1/2" PIPE L4x4x16 ga. 1/2 96x96 L4x4x1/4 2 1/2" PIPE L4x4x12 ga. 1/2 54x28 L4x4x16 ga. L2 1/2x2 1/2x16ga. L2 1/2x2 1 /2x16ga. 3/8 60x30 L4x4x12 ga. L2 1/2x2 1/2x16ga. L3x3x16 ga. �/ w 84x42 L3x3x1/4 L3X3x12 ga. L4x4x14 ga. 1/2 96x48 L4x4x1/4 L3x3x12 ga. 4x4x12 ga. 1/2 108x54 L4x4x1/4 L4x4x12 ga. L3x3x1 /4 1/2 120x60 L4x4x1 /4 L4x4x12 ga. L3x3x1/4 5/8 DIAMETER OF PIPE "0' LENGTH OF BRACE "L' LATERAL BRACE MATERIALS LONGITUDINAL BRACE MATERIALS BOLT DIA 0 < 4" < 5' -6" UNISTRUT P1000 OR 1" 0 PIPE P1000 OR 1" 0 PIPE 1/2"0 < 8' -0" UNISTRUT P5500 OR 1 1/4" 0 PIPE P5500 OR 1 1/4" 0 PIPE 2 "0 PIPE <13' -1" 2 "0 PIPE 0 < 6" <9' -0" UNISTRUT P5500 (2) MEMBERS REQ'D P5500 2 MEMBERS RQD 1/2 "0 <13' -1" i0 PIPE 2 "0 PIPE 0 < 8" < 7' -9" UNISTRUT P5500 (2) MEMBERS REQ'D P5500 (2) MEMBERS REQ'D 5/8 "0 FOR 8 "0 PIPE GREATER THAN 8" 0 CONSULT W /ENGINEER CONSULT W /ENGINEER M507 LONGITUDINAL BRACE r II LONGITUDINAL BRACE II TYP I i BOLT DIA PER SCHEDULE DETAIL 4- WAY /2 -WAY BRACING 3/4" = 1' -0" NOTE: NOT ALL LONGITUDINAL BRACING REQUIRES TWO MEMBERS. REFERENCE ABOVE SCHEDULE FOR APPLICATIONS REQUIRING ONLY ONE LONGITUDINAL MEMBER. SECTION NTS REl1SION B -1 B 7 8 -2 CONSOLIDATION J CEILING BEAM L 60` RWS /DOT DATE 11/9/9 180015 -06 CEILING BEAM BY KGP BENT 2: BAR 3 1 /2x1 /5 TYPICAL OR UNISTRUT P 1546 LATERAL BRACE #10 SELF TAPPING SHEET �A METAL SCREWS EQ. SPACED (18" 0.C. MAX.) NOTE: TYP (4) SIDES ALL BRACING MATERIALS LISTED ARE THE MINIMUM FOR EACH PIPE SIZE AND BRACE LENGTH. STRONGER MATERIALS MAY BE SUBSTITUTED. PIPE BRACING IS SCHEDULE 40. ON 60 AND LARGER PIPES ANY P1546 /.4ULAR FITTINGS USED WILL REQUIRE TWO BOLTS FOR FASTENING THE FITTINC TO THE UNISTRUT TO PREVENT SLIPPAGE. A TWO -WAY LATERAL BRACE WOULD FOLLOW THE SAME BRACING SCHEDULE, BUT NO LONGITUDINAL MEMBER WOULD BE USED. A TWO WAY LONGITUDINAL BRACE WOULD NOT REQUIRE THE LATERAL MEMBER. LONGITUDINAL BRACE LATERAL BRACE REVISON STRUCT. SUPPORT N.T.S. APPROVED NOTE: VERTICAL HANGER HORIZONTAL BRACE ANGLE & BOLTS (TYP TRANSVERSE BRACE f c> Q o a 12 � c v 4 #10 SELF TAPPING SHEET - yam METAL SCREWS EQ. SPACED (18" O.C. MAX.) mi l" TYP (4) SIDES DATE LONGITUDINAL BRACE 1 EA. SIDE OF DUCT (SHOWN IN PHANTOM FOR CLARITY) TRANSVERSE BRACE 1. PROVIDE TRANSVERSE BRACING AT 30' 2. THE DUCTS MAXIMUM DIMENSIONS SHALL & LONGITUDINAL BRACING AT 60'. GOVERN WHAT BRACING IS REQ'D. EXAMPLE: A 72 "x30" DUCT SHALL BE BRACED THE SAME AS AN 84 "x42 DUCT. DETAIL - SEISMIC SIDE BRACING FOR RECTANGULAR DUCTS VERTICAL HANGER ANGLE & BOLTS (TIP) 1 MIN. 2 MAX. FACILITIES DEPARTMENT LONGITUDINAL BRACE (1) EA. SIDE OF DUCT DETAIL - SEISMIC CENTER BRACING FOR N.T.S. TRANSVERSE BRACE (SHOWN IN PHANTOM FOR CLARITY) LONGITUDINAL BRACE (1) EA. SIDE OF DUCT DUCT 1 WANGLE & BOLTS (TYP) OTE: PROVIDE TRANSVERSE BRACING AT 30' 0 LONGITUDINAL BRACING AT 60'. 2. THE DUCTS MAXIMUM DIMENSIONS SHALL GOVERN WHAT BRACING IS REQ'D. EXAMPLE: A 72 "x30" DUCT SHALL BE BRACED THE SAME AS AN 84 "x42" DUCT. RECTANGULAR DUCTS STRUCT. SUPPORT 1 MIN. 2 MAX. L- 1 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 0. P B D. PR ETARE CHECKED ENCR. S. ROSSE CNECYED APPROVED DATE 11/3/94 11/3/94 APPROVED ANGLE & BOLTS (TYP) TRANSVERSE BRACE LONGITUDINAL BRACE (1) EA. SIDE OF DUCT /- DUCT ME - .MANIC A.! MASTER LEGEND: GENERAL NOTES: 1. NATURAL GAS PIPES 1" IN DIA AND LARGER SHALL BE LATERALLY BRACED AT 20' -EP ON CENTER MAX AND LONGITUDINALLY BRACED AT 40' -0" ON CENTER MAX AS PER DRAWINGS. 2. ALL OTHER PIPES AND CONDUIT 2 -1/2" IN DIA. AND LARGER (OTHER THAN FIRE SPRINKLER PIPING) SHALL BE LATERALLY BRACED AT 40' -0' ON CENTER MAX AND LONGITUDINALLY BRACED AT 80' -0" ON CENTER MAX AS PER DRAWINGS. BRACING IS NOT REQUIRED 0 THE TOP OF THE PIPE IS SUSPENDED 12" OR LESS FROM THE SUPPORTING . STRUCTURAL MEMBER. 3. ALL FIRE SPRINKLER CROSS MAINS AND FEED MAINS SHALL BE LATERALLY BRACED AT 40' -0" ON CENTER MAX AND LONGITUDINALLY BRACED 80' -0" ON CENTER MAX AS PER DRAWING. LATERAL BRACING MAY BE OMITTED IF PIPES ARE SUPPORTED BY RODS LESS THAN 6" LONG. SEE NFPA 13 FOR FURTHER DETAILS. 4. A1.1 " • °'JLAR DUCTS .6ft OF AREA AND 0 DUCT 28" DIA AND LARGER SHALL 1/ _,TEL=SoLY BRACED AT 30' -0" ON CENTS: ./AX L 1CITUDINALLY BRACING SHALL OCCUR PT 60' -0" ON CENTER MAX AS PER DRAWIN S. NO BRACING IS REQUIRED 0 THE • TOP OF THE DUCT IS SUSPENDED 12" OR LESS FROM 1 E SUPPORTING STRUCTURAL MEMBER AND ATTACHI(D TO THE TOP OF THE DUCT. CONSTRUCTION NOTES: REFERENCE TO BE USED DURING CONSTRUCTION 0 B -1B LAB UPGRADES. ALL SEISMIC BRACING DETAILS BLDG, 9 -99 IxL'•sl 1 9 1955 LAST EVASION I SYMBOL SHEET M511 DATE DF JOB NO. 180015 -16 OMG N0. 0. . 9 -99 -0511 MINIMUM DUCT REINFORCEMENT & GAGE MAXIMUM REINFORCEMENT SPACING MINIMUMUM SMACNA RIGIDITY CLASS ON MINIMUM CAGE DUCT A MAXIMUM DUCT DIMENSION _ .__._______ < 8" < 10" < 12" < 14" < 16" < 18" < 20" < 22" < 24" < 26" < 28" < 30" < 36" < 42" < 48" < 54" NONE 24 go 22 go 9 20 ga 18 ga 18 ga 16 ga 1 1/2" —•� NOT ALLOW: D 1 x 1 x 16 go 1 x 1 x 16 ga / CLASS E 20 ga NOT ALLOWED CLASS F 18 go CLASS 0 18 ga H -16 F +ROD 10 ft 24 go TWO 1/8 CLASS A 22 go CLASS A 20 ga CLASS A 20 ga CLASS B 18 ga _-- _ -_� CLASS C 18 ga. CLASS C 18 ga CLASS D 18 ga CLASS D 18 ga CLASS E i6 ga CLASS S 16 go 8 ft 24 9a 4410 CLASS A 22 ga CLASS A 22 ga CLASS A 20 ga CLASS B 20 ga CLASS C 20 go CLASS C 18 ga CLASS D 18 ga CLASS 0 16 go CLASS E 18 ga CLASS E 18 ga CLASS D 22 go 5 ft 24 ga CLASS A 24 ga CLASS A 24 go CLASS A 24 ga CLASS A 24 ga CLASS A 24 ga CLASS B 24 go CLASS 8 24 ga CLASS C 22 ga LASS C 22 ga CLASS D 22 ga 4 ft 24 ga CLASS A 24 ga CLASS A 24 ga CLASS A 24 ga CLASS A 24 ga CLASS A 24 ga CLASS B 24 ga CLASS B 24 go CLASS C 24 ga GLASS C 24 ga CLASS D 24 ga CLASS D 24 ga CLASS E 22 ga CLASS F 20 ga CLASS G 18 ga H -18 F +ROD 3 ft 24 ga CLASS A 24 ga CLASS A 24 ga CLASS A 24 ga CLASS A 24 go CLASS A 24 ga CLASS 0 24 ga CLASS B 24 ga CLASS C 24 ga CASS C 24 ga CLASS D 24 ga CLASS D 24 go CLASS D 24 as CLASS E 22 ga CLASS F 22 go G -20 F +ROD 2 1/2 ft 24 ga CLASS A 24 ga CLASS A 24 ga CLASS A 2 as CLASS A 24 go CLASS A 24 ga CLASS B 24 as CLASS B 24 ga CLASS C 24 ga CLASS C 24 ga CLASS D 24 go CLASS D 24 ga CLASS D 24 ga CLASS E 24 go CLASS F 22 ga G -22 F +ROD 2 ft 24 go CLASS A 24 ga CLASS A 24 ga CLASS A 24 go CLASS A 24 ga CLASS A 24 ga CLASS B 24 ga CLASS B 24 ga CLASS C 24 ga L. ASS C 24 ga CLASS D 24 gn CLASS D 4,4 ; CLASS D 24 ga CLASS E 24 ga CLASS E 24 go CLASS F 24 ga TRANSVERSE JOINT REINFORCEMENT JOINT TYPE MINIMUM RIGIDITY CLASS A B C D E F G H T-15 HxT 1/2 x 24 ga 3/4 x 24 ga 1 x 24 ga 3/4 x z 20 ,6 ga ga , 1 x 1/2 16 x go 24 ga 1 1/2 x 20 ga 1 1/2 x 18 ga CONUL W /ESNGR T H- 3 T -16 HxHxf , 1 1/2 x 3/15 2 X 1/8 ," 1 1/2" 1 1/2" 1 1/2" 1 x 1 x 16 ga 1 x 1 x 16 ga 1 x 1 x 16 go 1 x 1 x 16 ga t x 1 x 1/8 1 1/2x1 1 /zxieg" 2x2z16g7o /2xt/e. 2 x2 x 1/8 T -22 HxT TWO 1/8 TWO 1/8 TWO 1/8 TWO 1 fB I W'0 1/8 ''WO /4 x 1/8 1W0 1/4 1/8 TWO 1/2 z 1/8 INTERMEDIATE REINFORCEMENT ANGLE DIM.S MINIMUM RIGIDITY CLASS A B C D E F G H H x T (MIN) 1 x 18 ga , x 16 ga 3/4 x 1/8 1 x 18 ga. 1 x 16 ga 3/4 x 1/8 1 x 18 90 1 x 16 ga 3/4 x 1/8 1 1/4 X 18 ga x 1/8 1 1/4 X .090 1/2 x 16 ga 1 1 /2 x 1/8 1 1/2 x 3/15 2 X 1/8 LONGITUDINAL DUCT JOINT PER DETAIL SCALE: NONE DETAIL DUCT JOINTS & REINFORCEMENT NTS EXISTING CONCRETE BEAMS B —LINE 8 -22A,' DBL STRUT 1/2" ALLTHREAD 1/2'0 BOLTS THROUGH EYE SWIVEL W /LOCK WASHER SUPPLY DUCT 11 GAUGE DUCT BAND DETAIL: E -W DUCT HANGER OVER SOLDER LAB L REVISION B1 —B & B -2 CONSOLIDATIONS J#180015 —DO KGP RWS /DOT BY I AP PPDV ED OA'E 11/9/98 TRANSVERSE DUCT JOINT PER DETAIL REVISION BY APPROVED DATE INTERMEDIATE REINFORCEMENT PER DETAIL SEAL THIS POCKET AT ENDS WHEN SEALING SEAMS PITTSBURGH LOCK (SMACNA TYPE L -1) DETAIL LONGITUDINAL DUCT SEAMS NTS STANDING SEAM (SMACNA - TYPE T - -15) FACILITIES DEPARTMENT STANDING SEAM OR WELDED FLANGE REINFORCED (SMACNA TYPE T -16) TRANSVERSE JOINTS CAULK OR GASKET RIVET OR WELD DETAIL TRANSVERSE JOINTS & REINFORCEMENT NTS COMPANION ANGLES (SMACNA TYPE T -22) H. DETAIL INTERMEDIATE TRANSVERSE DUCT R INFORCEMEI\ T NTS ACCEPTABILITY THIS DESICN AND/OR $PECIFlCATION IS ?.PPROVED APPROVED BY DEPT. DATE DRAWN E D. PRETARE CHECKED APPROVED DA 0/21/94 ENGR. S. ROSSE CHECKED 10/21/94 SUBTTLE TITLE — G — HWS - - HWR- - CD— CONSTRUCTION NOTES: EFERENCE MATERIAL TO BE USED DURING CONSTRUCTION OF THE B -1B LA3 UPGRADES SECTIONS & DETAILS BLDG. 9 -99 LEGEND: -CHWS- CHILLED WATER SUPPLY — CHWR— CHILL.. =D WATER RETURN —CLWS— COOLING WATER SUPPLY — CLWR— COOLING WATER RETURN — STM — STEAM SUPPLY — VAC — VACUUM NATURAL GAS HEATING WATER SUPPLY HEATING WATER RETURN CONDENSATE DRAIN GENERAL NOTES: 550 • 9 RECEIVED . CITYOFTU4 j 01.I.? ' 1598 PERMIT4p I R 11/9/9 LAST REVISION I SYMBOL SHEET M512 JOB N0. DATE OF