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HomeMy WebLinkAboutPermit M99-0103 - BOEING #9-101.1M99 -0103 9725 E. Marginal Way So. Boeing #9 -101.1 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M99 -0103 Type: B -MECH Category: NRES Address: 9725 EAST MARGINAL WY S Location: Parcel *: 000340 -0018 Contractor License No: BOEINC*294ML TENANT BOEING *9 -101.1 9725 EAST MARGINAL WY S, TUKWILA WA 98188 OWNER BOEING PO BOX 3707 - M/S 1F -09, SEATTLE WA 98124 CONTACT GARY TALLER PO BOX 3707 M/S 46 -87, SEATTLE WA 98124 CONTRACTOR BOEING COMPANY PO BOX 3707, M/S IF -09, SEATTLE, WA 98124 Status: ISSUED Issued: 05/20/1999 Expires: 11/16/1999 Phone: Phone: 206 - 544 -2975 ******************************************** * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL NEW EXHAUST FAN & MODIFY HVAC DUCTWORK UMC Edition: 1997 Valuation: Total Permit Fee: 28,000.00 46.50 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** t Perms Center Auth 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 builving p Signature.: 1,;: Date: Print Name: Title: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Adclr'ess:' 9725 EAST MARGIN(aL WY 5 Permit No M99,-104;03 smite: .. Tenant: 8,0EING'819 -101.1 rypea t3 -MECH Parcel ti: 000340 --0018 kkk irk' * *,4*k*k "**k*k*k *kk** ek, kk****** kr****** kkk:**** *,* *kkk,kk**k *k*.***********.** Permit: Goad i t Ins: 1., ; CITY OF TUKWILA Permit Cek _r 6300 Southcenter Boulevatri, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Job 1 \goof., -13 -co Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: BOEING INFORMATION, SPACE b DEFENSE SYSTEMS Value of Construction: .C7O0 Site Address: 7; s City State /Zip: «r'�� ( (,t)4 S. Ct -101 l Tax Parcel Number: X003 i -•alF Property Owner. THE BOE G COMPANY Phone: 206 -544 -2975 Street Address: 0 Water 0 Sewer City State /Zip: Fax #: 206- 544 -2854 Contact Person: Gary Taller Phone: 206- 544 -2975 Street Address: P.O. BOX 3707 M/S 46 -87 Seattle, WA City State/Zip: 98124 -2207 Fax #: 206 - 544 -2854 Contractor: OGthcr _ rr -_ . " " •' ' Phone: --- Tv-:r - Street Address: City State/Zip: Fax #: Architect: Phone: Street Address: . ... .........r.w..- ^.tiV.111Y��Yrw..M.,fJK•I11W ws- v.AwwfN�n.V'rM.....- City State /Zip: - •M- Fax #: ,. .. Engineer: Kea', , „ � �.�o�. Phone: 06 --6ss =5.31 Street Address: City State /Zip: Fax #: MISCELLANEOUS ,.PERMIT'REVIEW'AND, APP. ROVA4AEQUESTED :. (T,O•BE :FILLEd.0UT:BY. APPLICANT):: • Descriptlo of work to be done: t A cy. ,- ��C d 7-` n5 / � h e LJ e X In�i1A.S 7 "Gt h A hit %►� �c c LvO/' ic Will there be storage of flammable /combustible hazardous material in the building? ❑ yes a no Attach list of materials and store • e location on se • arate 8 1/2 X 11 • a • er indicatin • • uantitles & Material Safet Data Sheets ■ Above Ground Tanks ■ Antennas /Satellite Dishes ■ Bulkhead/Docks ■ Commercial Reroof s. ❑ Demolition ❑ Fence Mechanical ❑ Manufactured Housing- Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting APPLICANT .REQUEST,FOR MISCELLANEOUS PUBLIC WORKS PERMITS ❑ Channelization /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Size(s): Size(s ): Est. quantity gal Schedule: DI Moving Oversized Load/Hauling MONTHLY .SERVICE' BILLINGS ..T.O :; :.. ". , ;'::', . , ',x, .'' . � ; Name: i Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT /REFUND BILLING: Name: IPhone: Address: 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. Date appllcatlon accepted: MISCPMT.DOC 7/11/96 Date appllcatlon expires: I i 0 -9_9 Application taken by: (initials) e AL IS' ANEOUS '� "• tr PLICATIONS MUST BE SUBMIT,: v WITH THE FOLLOWING: . 4I.4„ DR N qALLdE AT A LEGIBLE SCALE AND NEATLY DiIAWN A , ". ‘‘`.nlEkillablikiSilrOJitiS AND UTILITY PLANS ARE TO BE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER ➢ CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ❑ SUBMIT APPLICATION AND REQU RED CHECKLISTS FOR PERMIT REVIEW Above.Ground Tanke/Water.?Tanks Supported directly upon'grade' >., - J i � � exceeding 5,000 gallons a` reUO: . :height to d ameter or widtfl4 ' r> 1 � ', �r .,.a ., ,1. f,, c�� which exceeds•2:1.. . .5 +: ,... $Uff larriiYcliecklist?�3Nq: :rMt9 � ,: 1.Y1,!'S ..� �' S � +•r.4. u ,t ,, Cr �, , •1 }r' :.�:. '�t ' ' .,.} ��F ff jt t..,7 .t.,C fioy) .:t o: ;, ..5•.`:'r?I. .1 . ❑ ,i" ,' ,i: r ;j (. :.yi : Atttennas/Satelitte.Dishes f ; i , + +' i .:1 . i1 :, •2 G'f 4..t a�. '•1 ' . : t �i 'i•, ;{y Submit ciieckllstt fVa„ Mr1 i Ii4 t>c �:,g'1. ::.f,',3''fF, t'.6. J ?r rt+'S.'4, k. ❑ f, �i H i +' � i't b4 N/. t .tv.•,�.. /d ,.:;• Ai+4itings /Ca opies °- No sllgnage : , r �r 1 ` tit '<'• it i ' ' r if f 5. r f � k +?�i,y , i �} flee t� a ., 1 �� l r::4i <.r.2w.. •r. a• ,51 ,, •Y^ ,� ,l'� %(t,•�f. :N.f BUlkheaWDOck , r r A ,� i , ti �: �, ,� ,, ¢, ,. c ;; � � �` >< � �� 1 ' f �t i ,1, ! ^ l , t ' i� K f t t ti u ; t• 1 1;' / 1 ,r. 'r; 1),.. ?i °} Sri` t'• z CommerciaUReroof.�: y ;,,; r'''.4' aitt�r .� ' ! {` rt > r . t Ir• :6' ii iy r y:•; Cohim rcial Tenant Improvemen t�''V ` yi la jl�� li: ,'tt y+i• 1f��'� 99 > ( a i Nf i,3��F{ ?5' •I ;f.F,F.r Al r'J71•� i l :4 '. k't, .}� 4YSr�r., 1 t �4� CI 'M1 `Perlltlf t :•��k�. i {..; t:., 111 .i -YAt ..r:..n r+iiS%'t Yr:�,• .).. ..�• ':� ;!• :{h�:l/ii'�'1.:!� �Stibmit a eb lfat� ,,. 1 , � ..: `k .,r. NP.. Nisi ��t ,:f :s ':,1';''' '' { '' < , e• 1 SU�m•. ;i.,•...'. t rr,tNo. jiVl a ' ti > ® in in • Demolition:. , '` , <; :',�: "'i;,, , ., ,. , ,, ,Sul fj�ft;ch�cklistt.r.;Na; } at aiN, a , in 'Fences - Over 6 feet.in'.Helght• ., , ;Submit chebklist :.,.,w. e 'MM ti , �• in Land Altering/Grading/Preloads, , • Submit checklist;, No:: •;; 2.. i ❑ Loading Docks ; t,,� . • i Commercial Tenant•Improvement t • Permit.. :Submmit checklist Not`Hf17..: ca Mechanical:(Residential & Commercial) ! r} , Submit checklist' No .' M= t3;,`,� Residentiaiioniy H6, Hsi ❑ o Pe s: : as,:' :, .4:; Miscellaneous PubI1c.W rks ;. rmit ; �{ Subm tche `I t:f:No,•,H =9<.: ', 'r l'. i ,,;.::::•.;,,..,,):i.,:...',;,: , �C fe1 , i.:, fir. • Submit checklist r't • No !, M 5 ; i r 1 1 :r a ..i . t ❑ _.; '3t ,� �'1 s, r. 3` Manufactured Housing ;(RED;INSiGNIA;ONLY)� , f r= ^ p : t � i., in Moving Oversized Load /Hauling ''Submit checkllst.,`<•Nos M 5 t ' in Parking Lots "'..' Submit +,checklist' "•`No: ,.'M.4: :: ❑ Residential •Reroof - Exempt with following, exceptiop ;tlf roafstructure,:. to be repalred,or replaced ' . .,. ,,Residential,Bullding :Permit:...:':';`.:: ' Submit checklist;'.:; No : :. M =6;;. ❑ Retaining' Walls - Over 4 feet in height'. , ,;, '. ; Subrriit`afhecklist' :.No: M 1 ` • in Temporary Facilities Submit checklist No: M -7 •. in Temporary Pedestrian• Protection/Exit`Systems i 1 '; Submit.checklist No: M 4� °' ❑ ' Tree Cutting • • Submit checklist No: 4;2:.':;.-i ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant, Is other: than the. owner registered 'architect /engineer ,or. contractor.licensed: by the State of Washington,. a notarized letter from the property,,;•owparauthorizing the.agent to.sublrilt:this pprm *R,applicatlon,an obtain the permit will be required'as part of this submittal :; : I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN OR AUTHOR N�:r --- Signature: -'1' I Date: yd Print name: ry Taller Phone: 544 -2975 i Fax #: 544 -2854 Addres.: P.O. BOX 3707 M/S 46 -87 city /State /zip :Seattle, WA 98124 -2207 MISCPMT.DOC 7/11/96 . CITY OF TUKWILA, WA (:) Reprinted: 05/20/99 13: TRANSMIT ************************* ************************* ********* TRANSMIT Number: R9800069 Amount :tY) efq- 0/4,46.50 05/20/99 13:12 Payment Method: CASH s Notation: GARY TALLER Init: TLB Permit No: M99-0103 Type: B-MECH MECHANICAL. PERMIT Parcel No 000340-0018 Site Address: 9725 EAST MARGINAL WY S Total Fees: 46.50. This Payment 46.50 Total ALL Pmts : 46.50 Balance: .00 ********************************************************** Account Code 000/345.830 000/322.100 Description Amount PLAN CHECK - NONRES 9.30 MECHANICAL - NONRES 37.20 M9-0&.3 INSPECTION RECOR( Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 u?n+w a er F*- PERMIT NO. (206)431- •70 Project: W9/.../ Type of Ins e "' f / Address: Date called : Special instructions: Date wanted /� a.m. p.m. Requester: Phone: Approved per applicable codes. Corrections required prior to approval. •4170,11,4;;;,;,V.., `, COMMENTS: r Inspector: .get $47.00 REINSPECTION , REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection, Date: 1 Receipt No: Date :. :,, .:',.,_:. ;:,`,;SP,ISt • .i. 'i.at`asAlktriye ?� ; ::�i.. - 7"7-rrt^' " INSPECTION nib: CITY OF TUKWILA-BUILDING DIVISION . 6300 Southcenter BIvd, #100, Tukwila;. WA 9818 INSPECTION RECOC) Retain a copy with permit PERMIT NO. (206)431-3670 Pro' g t: /0/./ Ori,ono: Type 19' st-c19 All ren, s_ 6, ait/ti 5 Date called: IA" 14-007, i? Special instructions: Date Cr a.m. P.m. Requester: Phone: ..EreApproved per applicable codes. riCorrections required prior to approval. COMMENTS: ( ii,A Tr) /1‘....(st.)LA re... 4k/ 4C IA" 14-007, i? Do X or /AJA7-40.4-6 ytte, r ,-- / Datep' / 97 [1] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: it p N W PLA R /RO T NCSLIP ACTIVITY :NUMBER: M99 -0103 DATE: 5 -10 -99 BOEING INFORMATON, SPACE & DEFENSE SYSTEM PRO) KT NAME:. Original. Plan:Submittal Response to: Correction Letter it Response to Incomplete:Letter Revision # After Permit Is Issued DEPARTMENTS: Building Division Fire Prevention Public Works _ Structural ❑ f� (/- Planning Diyi ion l Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Er Incomplete ❑ Comments: 5 -1} -99 DUE DATE: Not Applicable ❑ TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) ❑ REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions DUE DATE: 6 -8 -99 Not Approved (attach comments) E REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved Approved with Conditions Not Approved (attach comments) REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 VICINITY MAP AREA MAP GENERAL NOTES DRAWING INDEX BUILDING ADDRESS: 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST ABOVE MENTIONED SET C IIMENTS. NOT PROCEED WITH CONSTRUCTION WITHOUT 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO GARY TALLER AT BUILDING 9 -51.2 COLUMN N/1, AFTER COMPLETION OF THIS CONSTRUCTION. SHEET NO. DRAWING SHEET TITLE REV Al 9-101-Al TITLE SHEET 3/22/99 D2M18 9- 101 -D2M18 DEMOLITION PLAN DEMO 4/29/99 D2M19 9- 101 -D2MI9 DEMOLITION PLAN DEMO 4/29/99 PROJECT 2M18 9- 101 -2M18 2nd FLOOR HVAC PLAN C 4/30/99 SOE FROM DOWNTOWN SEATTLE ^ o❑ 5 jO 11 -01 2M19 9- 101 -2M19 2nd FLOOR HVAC PLAN C 4/30/99 RFM19 9- 101 -RFM19 ROOF HVAC PLAN A 4/30/99 M536 9- 101 -M536 SECTIONS & DETAILS 4/30/99 900 rh / m � c O� � % O69 - 55% 9 -101 -SSA srtacT4e4L eDeT1AC. euvaSISECT7oNS dictiAILS 5/5/11 PROJECT -os �s s -7 yr % NSNfr fo . 9 \i' p� 0010,, B - ' MFC 9 5 � , ° Cyr �/ 9 -90 9 — 1 01 s -IZO ICI, 1a - 01 * ' a PROJECT CHECKLIST CODE SUMMARY 99 / //6j / Ise EXI EXIT I58 010101 LOT ' • G ' v � p �B� x • , Q j 1 a '^ 2� � y / ,r � EXIT e ',14 \ �- \ , ►, \ .�� T UKWILA FROM KENT EAST RA EIN PA war & AUBURN CORPORATE PARK 99 FROM SEATTLE- TACOMA AIRPORT NO DEVELOPMENTAL CENTER /'� /'y .....01 O � In v I `(�/�� /�/AI` — EMIT 157 905 N SCALE CHECK BOX ® THESE DRAWINGS CONFORM TO THE 1997 U.B.C., U.F.C., U.P.C., AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING ❑ ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 10 -A. ® BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. ® NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: 1. TENANT IMPROVEMENT (STRUCTURAL): ❑ ( ) 5 SETS OF ARCHITECTURAL DRAWINGS 5 SETS OF STRUCTURAL DRAWINGS 5 SETS OF STANDARD DETAILS 5 SETS OF ENGINEERING CALCULATIONS 5 SETS OF ENERGY CALCULATIONS 5 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 2 TENANT IMPROVEMENT . (NON-STRUCTURAL): ( ) ❑ 4 SETS OF ARCHITECTURAL DRAWINGS ❑ 4 SETS OF STANDARD DETAILS ❑ 4 SETS OF ENERGY CALCULATIONS ❑ 4 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 3. TENANT IMPROVEMENT (REVISION), 2 SETS. ® 4. MECHANICAL, 4 COMPLETE SETS. ❑ 5. FIRE PROTECTION /SPRINKLERS, 3 COMPLETE SETS. ® BRIEF PROJECT NARRATIVE: MODIFY OFFICE SPACE HVAC TO ACCOMODATE RELOCATED INSTUMENTATION LAB. HVAC MODIFICATION INCLUDES INSTALLATION OF NEW EXHAUST FAN. LAND USE CODE TUKWILA 47 BUILDING CODES „ AND THE WAC 51 -20 AS U.B.C., U.F.C., u.P.0 ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE OCCUPANCY GROUP GROUP B I AND GROUP F, DIVISION 1 (OFFICE AND FACTORY) CONSTRUCTION TYPE TYPE II, NON- COMBUSTIBLE SEPARATION 60 FEET (MINIMUM ALL SIDES) FLOOR AREAS: BUILDING FOOTPRINT 713,829 FILE COPY BUILDING NEL GROSS 1,116,306 +eB +° 50,910 ,,,N,v s ° nd n,n1 u P1Bn c+, °ck onTDVD TUNNEL 1 ° ° 5 B „, nppruro I , FIRST FLOOR 713,829 ,B 1 1 Ion °+ D "v l 89 i ( + n w °, °0" MEZZANINE 295,878 295, , + , "" , 1' VI II � k,DwlDdywd ,; r.Opv L' , f' ” - — � w BUILDING HEIGHT 111 F. MAXIMUM IY uv m Y � h STORIES 2 °' "" V OCCUPANT LOAD' NO CHANGES ' j tl - � - � HANDICAPPED REQUIREMENTS BARRIER FREE FIRE PROTECTION FULLY AUTOMATIC, F/S CLASS 1 SPRINKLER THROUGHOU SEISMIC ZONE 3 'I,L 13 39 �AY 1 9 nE I V lO L cAY or r ,1 �� MAY 0 1999 n O (E87 . A11e11 � �: " �' - :� 9_1 /'� / 9 -101 BUILDING LOCATION NI V NO SCALE REND BY APPROVED DATE 801- F AHRLA\F & VSSLL ThOCATH F-22 sys/ \ J#1803/3-00 BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 BY AP DATE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY SVSTH SfR. DEPT. GRILLER 1020.97 DNECREO ENGINEER DATE v s TIT upTITLE TITLE SHEET DI III (IINI(` n 1 n1 CURRENT REVISION SHEET Al BO, ' f'E.11 "!. E 1+EO S EON: E MEI, "TN' T 1LE1 ,L DATE RECORD DRAWING it\N. .fi Anil r; oti • .1k,... v. ,........,........ I ZIL-fazt,..V.wicommi, ..1.41■. ■■I: :: Iif3ln .. �iD7fYr �A 1i19'�a?a BUFFALO FORGE TYPE BL SIZE 490 71000 CFM ® 1.80 VG 116 RPM W /5HP, 30 440V, 1750 RP MOTOR 4'x3'HOOD W /VOLUME DAMPER OVER WABASH PRESS 10 TON FLOW COMPUTER RM A/C UNIT OULET 44 1/2x20 EL 21' -9 OUTSIDE AIR INTAKE TO 1ST FLOOR WITH FIRE DAMPER AT 2ND FLOOR SLAB EL 17' -6" 310 CFM 250 CFM TYP RELOCATE F 22SYS /INSTR 4180373 - 00 100 mciq -0103 DAI SR GP GS KR 5-15-93 5 -15 -93 RWS /Db 4/29/99 DA CONTEMPO UPFLOW HILLED 7.5 TON BOEZ V FACILITIES DEPARTMENT h- 14 ° 0 P WITH 30' 0 FSET ® 20'AFF & UP THROUGH ROOF LJ 1666 CFM 200 CD (12 TYP) 14 "0 TOD 14' -4 'AFF COVERED OPENING W/SHEET METAL (SCEW,ON) 20 -0 14' -6" 82/20 - 22/12 ,-EXHAUST ��77 SYS _.J `3 CCEPTTABI T aKo MMOVMO II, GUN S ROSSE A KILLIP j REMOVALS SECOND FLOOR PLAN ^I SCALE: 1/8"=C-0" N 1 ) 1.1 DA DI If IL P 18 ?y MAY 1 8 ,911 HVAC SECOND FLOOR PLAN r-11 r\ r' (1 4 /1 4 el LEGEND: STATIC PRESSURE SENSOR 0T - - -+ T -STAT LOCATED IN RETURN GRILLE ® DIFFUSER BLANK -OFF SECTION Z 24/24 EGGCRATE RETURN GRILLE F FLEXIBLE DUCT WITH VOLUME DAMPER ,80 MEDIUM PRESSURE EXTERIOR INSULATED SPIRAL DUCTWORK 14/14 LOW PRESSURE SOUNDLINED DUCTWORK 0 VAV TERMINAL UNIT MEDIUM PRESSURE EAST /WEST DUCT ,L HANGER. SEE DETAIL A LOWER LEVEL UNISTRUT DUCT HANGER. SEE DETAIL LOWER LEVEL STRAP DUCT ACOUSTIC ELBOW, SEE DETAIL 2M12 M510 2M18 M510 MEDIUM PRESSURE NORTH /SOUTH DUCT HANGER. SEE DETAIL f1 la HANGER. SEE DETAIL 8 2M18 M510 2M18 M510 BEAM CLAMP AND STRAP DUCT HANGER. SEE DETAIL 2M18 M510 MEDIUM PRESSURE DUCT ACCESS PANEL. SEE DETAIL 2M18 M5 1 LOW PRESSURE DUCT ACCESS PANEL. SEE DETAIL 81M51I 2 GENERAL NOTES: 1. SIZE OF FLEX RUNOUT IS SAME AS DIFFUSER NECK UNLESS INDICATED OTHERWISE. 2. FOR VAV UNIT DUCTWORK, SEE DETAIL 3. FOR AHU DETAILS AND SECTION, SEE DETAILS 2M18 M510 2M18 M5 2M181 M510 4. INSTALL EARTHQUAKE TABS (2 PER DIFFUSER) ON ALL DIFFUSERS AND ATTACH WITH 12 GA WIRE TO UNISTRUT GRID. CONSTRUCTION NOTES: d REMOVE THE (2) PROCESS COOLERS AND ALL ASSOCIATED DUCT WORK. SEND PROCESS COOLERS TO SURPLUS AND SEND DUCT WORK TO SALVAGE. REMOVE THE HVAC DUCT WORK SHOWN .0,0 GET aFIE //H C7 CC ( 0 0 NO SCA ELAN DEMO 4/29/9 D2M18 IF 113N1 THRU ROOF INSTALL GOOSE NECK & FLASH ON ROOF 2/12 EX 00 CFM ZONE #2 ZONE #3 2400 CFM DROP ALL OUTLETS ON COL LINE "R" WITH TOP OF GRILLE 16' -0" ABOVE FLOOR SCALE: 1/8 " =1' -0" 2ND FLOOR PLAN EDDIE B P. DUARTE CFH REMOVE THE PROCESS COOLING DUCT WORK REMOVE THE HVAC DUCT WORK SHOWN I. DUCT HEIGHT IS APPROXIMATELY IT -0" OFF. 2. DUCTWORK TO BE 22 GA GALVANIZED SHEET METAL. INSTALLATION TO FOLLOW SMACNA GUIDELINES FOR LOW PRESSURE DUCT. EMO 20 2M19 4459 yj �ri666 CFM 200 CD (TYP) 100 SS EXH DUCT F OM FIRST FLOOR FUME 1000 36/80 OA RA rnqq -0103 BOE /NG FACILITIES DEPARTMENT BI OC. 9 -101.2 , aosw BY AWN.) o„ a a9O BY APPROVED o, 17OE /NW FACILITIES DEPARTMENT Acoarwslun sscanc.nari is :"� o.. K. BUNT OA OM HVAC SECOND FLOOR PLAN :+x �, SAID, WE Of RECORD DRAWING SR GS KR 5 -93 6 -1 S EROSSE 2 M 18 + ou xo A PRESS VENTILATION, F -22 SHOP 4771542 -LO IIFRRAH ; oao.EOOr oEPr on,E A ; "IL IP ° ^E BLDG. 9-101.2 B MR&D YAG LASER WELDER 4762431 -02 SPR , 10/15/97 � nn u o �ro H R 1,1 Y_99 cK /WCTR o- In, I /Lanxxx -nn IMP %. \ F RwR /110f n /7{ /oa 16/161= i I I ■ � ` 1 X, p∎ nt ■ e Imo �I[7i1:��� \ \ \ \v 20`. 160 100 BOO EL TO 10' -0" VD (TYP) 12/12 7 FM 4 TYP) 240 CFM ®e to 7 I)tffir:EM , 601Wa 111117,1 30/24 UNDER AHU PLATFORM RA DUCT 21 8" ABOVE FLR 200 NECK DIFFUSER 4000 CFM 400 CFM (2 TYP) 40/18 23 1/20 --CRAY CONDENSING UNIT 64/24 ACCESS DOOR 10/10 OOR 10/10 -- BUFFALO FORGE TYPE BL SIZE 490 71000 CFMI ® 1.80 "WG 116' RPM W /5HP, 30 440V, 1750 RP MOTOR T STAT OR ® UP TO EFRND7A PACE #4F -A 4'x3'HOOD W /VOLUME DAMPER OVER WABASH PRESS T'STAT FOR NW DUCT HEATER 40/24 14 "0 22 GA GAL DUCT 48' x 96" 20 GA GALV CANOPY HOOD INSTALLED OVER DESPATCH OVENS. M536 2M18 `R CONTEMPO I CFM 1 y ° '4/10 PI UPFLOW _ � � A TER ATER 7.5 TON 80/14 ABANDONED IN PLACE 3700 CFM 14 0 UP WITH 30' OFFSET ® 20'AFF & UPITHROUGH ROOF 22/12 390 CFM 120 CD (4 TYP) 1490 CFM 180 CD (9 TYP) COVERED OPENING W /SHEET METAL ( 20 0" 1666 CFM 200 CD (12 TYP) - 44/20 350 CFM 120 CD (6 TYP) TOD 14' -4 "AFF 38/20 14' -6" 44/20 250 CFM (2 TYP) EL 21 -9 JTSIDE AIR TAKE TO 1ST _OOR WITH RE DAMPER AT ND FLOOR SLAB EL 17' 6" 310 CFM 250 CFM (2 TYP) 00 Mcf CUT & CAP ' ECOND FLOOR PLAN N S ALE: 1/8 " =1' -0" 82/20 22/12 EXFIAUST SYS u 10 STATIC PRESSURE SENSOR QT -a T -STAT LOCATED IN RETURN GRILLE ® DIFFUSER BLANK -OFF SECTION I MEDIUM PRESSURE EAST /WEST DUCT HANGER. SEE DETAIL (41 KEYPLAN MAV NO SCALE rl 201210510 LEGEND: Z 24/24 EGGCRATE RETURN GRILLE +Ak -AA-F FLEXIBLE DUCT WITH VOLUME DAMPER MEDIUM PRESSURE EXTERIOR INSULATED SPIRAL DUCTWORK 14/14 LOW PRESSURE SOUNDLINED DUCTWORK • VAV TERMINAL UNIT I P 18? 4 GENERAL NOTES: SIZE OF FLEX RUNOUT IS SAME AS DIFFUSER NECK UNLESS INDICATED OTHERWISE. 2. FOR VAV UNIT DUCTWORK, SEE DETAIL ( 2M181M510 3. FOR AHU DETAILS AND SECTION, SEE DETAILS 2M18 M510 4. INSTALL EARTHQUAKE TABS (2 PER DIFFUSER) ON ALL DIFFUSERS AND ATTACH WITH 12 GA WIRE TO UNISTRUT GRID. 5I ACOUSTIC ELBOW, SEE DETAIL C A I_I — U -I 11391 O O O O O O O O LOWER LEVEL UNISTRUT DUCT HANGER. SEE DETAIL 8 MEDIUM PRESSURE NORTH /SOUTH DUCT HANGER. SEE DETAIL LOWER LEVEL STRAP DUCT HANGER. SEE DETAIL BEAM CLAMP AND STRAP DUCT HANGER. SEE DETAIL L!1 8 2 2 2 MEDIUM PRESSURE DUCT ACCESS — PANEL. SEE DETAIL 1 2M18 M511 - LOW PRESSURE DUCT ACCESS PANEL. SEE DETAIL 2M18 1M5 510 510 510 CONSTRUCTION NOTES: D' ROUTE NEW 64: X 24" 22 GA GALV. DUCT WORK FROM AHU ) #69 AS SHOWN. FABRICATE AND SUPPORT THE DUCT WORK AS PER SECTION "A" AND DETAILS #2 & )'3 ON SFIEET 9- 101 -M536. FABRICATE AND INSTALL A 22 GA GALV. 64" X 24" TO 40" X 22" CONCENTRIC TRANSITION. THE TRANSITION WILL BE 36" LONG. FABRICATE AND INSTALL S2) 40" X 22" 20 GA GALV. 90' ELL WITH CLR = 50'. CONNECT THE (2) ELLS WITFI 40" X 22" 22 GA GALV. DUCT WORK FABRICATED AND SUPPORTED AS PER SECTION "A" AND DETAILS #2 & #3 ON M536. ATTACH TO THE EXIST. 40" X 22" DUCT. TIE INTO THE 64" X 24" DUCT WITH A 24 "0 LATERAL WITH A CLR = 36 ". PROVIDE A 24 "0 BUTTERFLY VOLUME DAMPER IN THE NEW LATERAL. ROUTE 24 "0 22 GA GALV. SPRIRAL DUCT 15' SOUTH. SUPPORT AT 8' INTERVALS AS PER DETAIL (/4 ON SFIEET 9- 101 -M536. © TIE INTO THE 24 ° 0 DUCT WITH 12 "0 LATERAL WITH A CENTERLINE RADIUS OF 18 ". PROVIDE A VOLUME DAMPER AT TFIE DISCHARGE OF TFIE LATERAL AND ROUTE 12 "0 DUCT WORK TO A POINT DIRECTLY ABOVE THE TERMINAL FILTER MODULE. TERMINATE TFIE DUCT WORK WITH A 12 "0 X 90' ELL WITH A CLR = 18 ". INSTALL THE FILTER MODULE IN THE CEILING GRID. SIESMICALLY RESTRICT THE MODULE OFF OF THE STRUT GRID W /10 GA WIRE. CONNECT THE DUCT COLLAR TO THE 12 "0 X 90' ELL WITH FLEX DUCT. SUPPORT TFIE DUCT AT THE POINT OF CONNECTION AND AT ITS TERMINUS AS PER DETAIL #5 SFIEET 9- 101 -M536 [j INSTALL A 24 "0 X 16 "0 TRANSITION AND ROUTE 16 "0 24 GA GALV. SPIRAL DUCT 8' TO THE SOUTH. SUPPORT THE DUCT AT 8' INTERVALS AS PER DETAIL #4 ON SFIEET 9- 101 -M536 TERMINATE TFIE 16 "0 DUCT WITH A 16 "0 X 12 "0 REDUCING 90 WYE AND (2) 12 "0 X 45' ELL (CLR = 18 "). PROVIDE A 12'0 VOLUME DAMPER AT THE DISCHARGE OF THE 12 "0 X 45' ELL AND ROUTE 12 "0 DUCT WORK TO A POINT DIRECTLY ABOVE THE TERMINAL FILTER MODULE. TERMINATE THE DUCT WORK WITH A 12 "0 X 90' ELL WITH A CLR = 18 ". INSTALL THE FILTER MODULE IN THE CEILING GRID. SIESMICALLY RESTRAIN THE MODULE OFF OF TFIE STRUT GRID W /10 GA WIRE. CONNECT THE DUCT COLLAR TO TFIE 12 "0 X 90' ELL WITH FLEX DUCT. SUPPORT THE DUCT AT THE POINT OF CONNECTION AND AT ITS TERMINUS AS PER DETAIL ry5 SFIEET 9- 101 -M536 FABRICATE AND INSTALL AN 18 GA GALV. 48" X 96" CANOPY FlOOD AS PER DETAIL #1 ON SFIEET 9- 101 -M536. SUPPORT THE HOOD AS PER THE STRUCTURAL DWG. ?.ROUTE 14 "0 22 GA GALV SPRIRAL DUCT BETWEEN THE `,CANOPY FlOOD AND THE NEW EXHAUST FAN INSTALL ON THE ROOF. SUPPORT AS PER THE STRUCT. DWG, AD SPECIFICATION i5 APPROVED D YDIEDP D. DUARTE j- �p6_95 woDN[ HVAC DUCTING T"`" "" / "WOOL DATE gHMEO 0 -I5-97 s.�EE. 2 M 19 D. APPROVED ED DEPT WE BLDG. 9 -101.2 CHECKED D 00 NO 250 CFM 90 36 •0 GRILLE SIDE COVE / F1 SECURITY /20 ON 6 "CITS R & D LAB OPOSED . 1 ZONE1 IJ • 12/12 300 CFM I�I Al 111 IIII�1��U�i -iP =tip =1�1 12/6 VD 14/12 VD ® iIl 3 12 6 2/8 1 rfP IwM ■MIST l ►/u�Y 1Ox10 250 CFM (TMP 10) (ZONE 1) VD 12/8 VD 1803 1HRU ROOF INSTALL GOOSE NECK & FLASH ON ROOF 48/24 LEA OPEN 24/24 700 CF 4459 2 44/20 A F -22 PROTOTYPE J9160082 -00 D M R &D RAG LASER WELDER 4762431 -02 SPR KGP 88/20 2M19I4460 64/24 36/80 OA 100 SS EHH DU FEE FIRST FLOOR FU E HOOD 12/2/96 10/15/97 36x24 GRILLE BOTH SIDE A110 -172 AHU -1 71 2M19 4459 r REL:F IN ROOF 1I REF DWG 109 -101 -4300 M -I 64/24 J A 20/12 R/A i - , 1300 2/12 CFM EX ZONE92 � Z ONE83 3/24 el 2400 C FM APPRO 36018 2000 CFM (5 TYP) 120 (TYP) 120 (TYP 2424 240 CFM (TYP 10) CONSTRUCTION NOTES: ROUTE NEW 64: X 24 22 GA GALV. DUCT WORK FROM AHU #69 AS SHOWN. FABRICATE AND SUPPORT THE DUCT WORT( AS PER SECTION "A" AND DETAILS #2 & #3 ON SHEET 9- 101 -M536. TIE IN THE EXISTING 26" X 18" DUCT WORK TO THE NEW 64" X 24" DUCT. TIE INTO THE NEW DUCT WITH A LATERAL WITH A CENTER LINE RADIUS OF 39" TIE INTO THE NEW 64" X 24" WITH A NEW 24 "0 LATERAL THE CENTERLINE RADIUS OF THE LATERAL WILL BE 36" PROVIDE A 24" BUTTERFLY VOLUME DAMPER IN THE NEW LATERAL / ROUTE 24 "0 22 GA GALV. SPIRAL DUCT 15' SOUTH. SUPPORT AT 8' INTERVALS AS PER DETAIL #4 ON SHEET 9- 101 -M536. TIE INTO THE 24 "0 DUCT WITH 12 "0 LATERAL WITH A CENTERLINE RADIUS OF 18 ". PROVIDE A VOLUME DAMPER AT THE DISCHARGE OF THE LATERAL AND ROUTE 12 "0 DUCT WORK TO A POINT DIRECTLY ABOVE THE TERMINAL FILTER MODULE. TERMINATE THE DUCT WORK WITH A 12 "0 X 90' ELL WITH A CLR = 18 ". INSTALL THE FILTER MODULE IN THE CEILING GRID. SIESMICALLY RESTRICT THE MODULE OFF OF THE STRUT GRID W /10 GA WIRE. CONNECT THE DUCT COLLAR TO THE 12 "0 X 90' ELL WITH FLEX DUCT. SUPPORT THE DUCT AT THE POINT1 OF CONNECTION AND AT ITS TERMINUS AS PER DETAIL #5 SHEET 9- 101 -M536 INSTALL A 24 "0 X 16"0 TRANSITION AND ROUTE 16 "0 24 GA GALV. SPIRAL DUCT 8' TO THE SOUTH. SUPPORT THE DUCT AT 8' INTERVALS AS PER DETAIL #4 ON SHEET 9- 101 -M536 TERMINATE THE 16"0 DUCT WITH A 16"0 X 12 '0 RED 90' WYE AND (2) 120 X 45' ELL (CLR = 18 "). PROVIDE A 12'0 VOLUME DAMPER AT THE DISCHARGE OF TFIE 12"0 X 45' ELL AND ROUTE 12 "0 DUCT WORK TO A POINT DIRECTLY ABOVE THE TERMINAL FILTER MODULE TERMINATE TFIE DUCT WORK WITH A 12 "0 X 90' ELL WITH A CLR = 18'. INSTALL THE FILTER MODULE IN THE CEILING GRID. SIESMICALLY RESTRAIN THE MODULE OFF OF THE STRUT GRID W /10 GA WIRE. CONNECT THE DUCT COLLAR TO THE 12 "0 X 90' ELL WITH FLEX DUCT. SUPPORT THE DUCT AT THE POINT OF CONNECTION AND AT ITS TERMINUS AS PER DETAIL #5 SHEET 9- 101 -M536 INSTALL A 24 '0 X 12'"0 TRANSITION AND ROUTE 12 "0 24 GA GALV. SPIRAL. DUCT 8' TO THE SOUTH. SUPPORT THE DUCT AT 8' INTERVALS AS PER DETAIL #4 ON SHEET 9- 101 -M536. TERMINATE THE DUCT WORK WITH A 12 "0 X 90' ELL WITH A CLR = 18 ". PROVIDE A 12 "0 VOLUME DAMPER AT THE DISCHARGE OF THE 12"0 X 45' ELL AND ROUTE 12"0 DUCT WORK TO A POINT DIRECTLY ABOVE THE TERMINAL FILTER MODULE TERMINATE THE DUCT WORK WITH A 12 "0 X 90' ELL WITH A CLR = 18 ". INSTALL THE FILTER MODULE IN THE CEILING GRID. SIESMICALLY RESTRAIN THE MODULE OFF OF THE STRUT GRID W /10 GA WIRE. CONNECT THE DUCT COLLAR TO THE 12"0 X 90' ELL WITH FLEX DUCT. SUPPORT THE DUCT AT THE POINT OF CONNECTION AND A ITS TERMINUS AS PER DETAIL #5 SHEET 9- 101 -M536 REPLACE THE EXISTING 14" X 6" LATERAL WITH A NEW 120 22 GA GALV. LATERAL WITH AN 18" CLR. PROV. A VOLUME DAMPER AT THE DISCHARGE OF THE LATERAL. ROUTE 1211 24 GA GALV. SPIRAL DUCT 8' TO THE SOUTFL SUPPORT THE DUCT AT 8' INTERVALS AS PER DETAIL #4 ON SHEET 9- 101 -M536, INSTALL A 12 "0 X 12"0 X 120 TEE OVER THE EXIST. DIFFUSER AND CONNECT IT TO THE DUCT WITH 12 " 0I FLEX. EXTEND THE 12 "0 DUCT TO THE LAST REMAINING D IFFUSER . REDUCE THE DUCT TO 9 "0 ABOVE THE DIFFUSER AND CONNECT IT TO THE DUCT WORK WITH LEX. CI DR C CC CC C C I Cam: Ci U IC7 C9 2M19 RELO. F -22 SYS/INST 4180373 -00 rn cg.oio3 RWS /DOV�� 4/30/99 28X14 GRILLES (5 TYP) DROP ALL OUTLETS ON COL LINE "R' WITH TOP OF GRILLE 16' -0" ABOVE FLOOR 2ND FLOOR PLAN SCALE: 1/8 " =1' -0" 417A74EZAW FACILITIES DEPARTMENT O O 10 1'(DI 1 9 19'19 LEGEND: GENERAL NOTES: I, DUCT HEIGHT IS APPROXIMATELY 17' -0" AFF. 2 DUCTWORK TO BE 22 GA GALVANIZED SHEET METAL. INSTALLATION TO FOLLOW SMACNA GUIDELINES FOR LOW PRESSURE DUCT. No SE. PLAN . �0 • a Li 11 1111 1111111 I O 1 1 M s s i 1 • ..-- m i. mosom --_ .....�. R _.•..0 MI am Ni ii !I! M: •aI�J'�_e'Jira• _I__. ` u`_ -�'s:■ 1 ; �I -= �ir -m IL IL:11� ■ - I■ O 111111 IF Hi 1, UN N• NM �_������� 111111 - NUUUN0 I ■ u 1 ,111111 BY llllll / 819560 -47 O FMB- � M N TAT - r - r CD e = nmunnunnnum nuummS i i A LpiansMargamismo■e ®■stsa®mm® ®es =fie= mswemmimmemcsmeeeimmEEsemmommo_mm®■ _y—(� 0.9 10 PARTIAL ROOF PLAN SCALE: 1/8 " =1' -0" 1 Greenheck Model fTCBRU— I -12 -10 inline centrifugal upblast roof fan voted to 1600 cfm ©0.75" we esp, with 1 hp 460 v 30 motor mounted on factory curb LEGEND: — VTR - - CHWS - - CHWR - -D4- --►4 -- GENERAL NOTES: 1. ALL CHILLED WATER PIPING IS COVERED WITH FIBERGLASS INSULATION AND ALUMINUM VAPOR BARRIER. CONSTRUCTION NOTES: INSTALL NEW GREENHECI( UPBLAST EXHAUST FAN ON ROOF AT LOCATION SHOWN AS PER THE STRUCTURAL DRAWING. ROUTE 14 "0 22 GA GALV. SPIRAL DUCT WORK FROM INLET OF FAN DOWN TO CANOPY FLOOD ON SECOND FLOOR , I.I III:JIII I I' II 11 V 1 h OPT 1 9 1999 CI fifi=141 R.= C1 VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN GATE VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER BUTTERFLY VALVE LEM MCD // KEYPLAN NO SCALE • SYM 4 BENSON REL. F-22 SYS /INSTR 1180373-00 BY <GP APP 'r 0 RWS /uv IE SAM REVISION NT APPROVE➢ DALE AW ACCEPTABILITY 'u SPECIFICATION IS APPROVED BY P APRO DEPT. ED DRAWN K. BUN MOONED D ATE n /4/97 SUmnLc ROOF PLAN CRR ENT O rsR wa cuENr nev151oN SoE I A n DAM /;S / 4 O 09 Q/3O/09 DA TE ENCINEE ES a ° APPROVED WAR e RICAN TITLE BUILDING 9 "101 IIION V R V V -- - "- I JOB Na. 180373 -00 COMP no. a Li 11 1111 1111111 I O 1 1 M s s i 1 • ..-- m i. mosom --_ .....�. R _.•..0 MI am Ni ii !I! M: •aI�J'�_e'Jira• _I__. ` u`_ -�'s:■ 1 ; �I -= �ir -m IL IL:11� ■ - I■ O 111111 IF Hi 1, UN N• NM �_������� 111111 - NUUUN0 I ■ u 1 ,111111 BY llllll / 819560 -47 O FMB- � M N TAT - r - r CD e = nmunnunnnum nuummS i i A LpiansMargamismo■e ®■stsa®mm® ®es =fie= mswemmimmemcsmeeeimmEEsemmommo_mm®■ _y—(� 0.9 10 PARTIAL ROOF PLAN SCALE: 1/8 " =1' -0" 1 Greenheck Model fTCBRU— I -12 -10 inline centrifugal upblast roof fan voted to 1600 cfm ©0.75" we esp, with 1 hp 460 v 30 motor mounted on factory curb LEGEND: — VTR - - CHWS - - CHWR - -D4- --►4 -- GENERAL NOTES: 1. ALL CHILLED WATER PIPING IS COVERED WITH FIBERGLASS INSULATION AND ALUMINUM VAPOR BARRIER. CONSTRUCTION NOTES: INSTALL NEW GREENHECI( UPBLAST EXHAUST FAN ON ROOF AT LOCATION SHOWN AS PER THE STRUCTURAL DRAWING. ROUTE 14 "0 22 GA GALV. SPIRAL DUCT WORK FROM INLET OF FAN DOWN TO CANOPY FLOOD ON SECOND FLOOR , I.I III:JIII I I' II 11 V 1 h OPT 1 9 1999 CI fifi=141 R.= C1 VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN GATE VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER BUTTERFLY VALVE LEM MCD // KEYPLAN NO SCALE • 11 GAUGE DUCT BAND T- BAR CEILING � UNISTRUT GRID FABRICATE CANOPY HOOD WITHOUT 11" SKIRT IN FRONT TO ALLOW THE OVEN DOORS TO BE OPEN REVISION n APPROVED 2 "0 LEX DUCT DAT SY SECTION SCALE: /2" = 1' -0" 2M18 M536 0 GREENHECK MODEL #TCBRU- 1-12 -10 UPELAST CENTRIFUGAL FAN WITH 1 I -P, 460 V, 3 0, MOTOR, RATED TO 1600 CFM © 3 /4 "WC, ESP. 1 -6 "" ( SION Y 0 22 GA SPIRAL DUCT - -- - -- - I- =�6" OVERLAP BETWEEN TOP OF OVEN AND BOTTOM OF HOOD LONGITUDINAL BRACING WITH B -22A DBL. STRUT AT A MAXIMUM 2/1 PITCH. PROV. BRACING AT MAX. 60' INTERVAL OR AT EVERY CHANGE OF DIRECTION. 22 GA GALV. 64724" DUCT WITH WARD DUCT FLANGE AT 2' -6" TO SATISFY SMACNA DUCT REINFORCEMENT REQUIREMENT. TRANSVERSE BRACING WITH B -22A DBL STRUT AT A MAXIMUM 2/1 PITCH. PROV. SEISMIC BRACING AT A MAX. 30' INTERVAL USE B -LINE FOUR HOLE ADJ. HINGE TO BOLT BRACING TO HANGERS & STRUCTURE APPROVED OAT 18 GA GALV STEEL (TYP) 1/2 "0 THREAD ROD WITH TRAPEZE HANGER AT MAXIMUM 8' INTERVAL. (TYP ALL DUCTS) USE B -22 SGL STRUT AS VERT BRACE. ON DUCTS LARGER THAN 28" 2x2x1/4 (TYP) 11" SKIRT AROUND BOTTOM OF FUME HOOD (TYP 3 SIDES) 6" SPACE BETWEEN THE BACK OF THE HOOD AND THE BACK OF THE OVEN PLAN VIEW 3/8 "DIA ROD, WASHER, NUT, AND LOCKNUT LEFT ELEV COL. LINE BEAM WITH EMBEDDED UNISTRUT CHANNEL 11 GAUGE DUCT BAND �BOE /CVO TB GA DUCT STRAP TO FIX DUCT TO TRAPEZE HANGER. DETAIL: RECT. N -S SUPPLY DUCT HANGER n SCALE: NONE COL. LINE BEAM WITH EMBEDDED UNISTRUT CHANNEL 1/2 "0 ALL THREAD SUPPLY DUCT DETAIL: N -S ROUND DUCT HANGER n SCALE: NONE M536 3/8 "DIA. ROD TO STRUCTURE, SEE 18 GA GALV STEEL (TYP) MMM36 TYP HOOD DETAIL n SCALE: 1/2" = 1' -0" M536 M536 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPRO ED APPROVED BY DEPT. DATE 2x2x1/4 (TYP) DRAWN K. PENROD ORECRED EROINEER A. PENROD CRECRE6 -- AI 18 GA GALV STEEL 1 "FOLDED UP ALL AROUND (TYPICAL) EXISTING CONCRETE BEAMS DAT 4 IB/99 FRONT ELEV. ATTACH VERTICAL STRUT TO HORIZONTAL MEMBER WITH B -LINE 4 HOLE ANGLE 16 GA DUCT STRAP TO FIX DUCT TO TRAPEZE HANGER. USE 1/2 "0 BLOTS AND NUTS TO J BOLT B -22A DBL. STRUT WITH U- CLAMPS TO CONCRETE INSERTS IN BEAMS UOTITLE DETAIL: RECT. E -W SUPPLY DUCT SCALE: NONE DETAIL: E -W ROUND DUCT HAN SCALE. NONE SECTIONS BUILDING 9-101 B -LINE B -22A, DBL STRUT LEG GEN CON 18 GA GALV STEEL (TYP) /2 "0 THREAD ROD WITH TRAPEZE HANGER AT MAXIMUM 8' INTERVAL. USE B -22 SG - RUT AS VERT BRACE. EXISTING CONCRETE BEAMS B -LINE #22- DBL STRUT -- II CAU END: ERAL NOTES: STRUCTION NOTES: A USE 1/2 "0 BLOTS AND NUTS TO BOLT B -22A DBL. STRUT WITH U- CLAMPS TO CONCRETE INSERTS IN BEAMS TRANSVERSE BRACING WITH B -22A DBL STRUT AT A MAXIMUM 2/1 PITCH. PROV. SEISMIC BRACING AT A MAX. 30' INTERVAL USE B- LINE FOUR HOLE ADJ. HINGE TO BOLT BRACING TO HANGERS & STRUCTURE HANGER GER ( M`36 CURRENT REVISION MMM36 /2" ALL THREAD - 12 "0 SUPPLY DUCT GE DUCT BAND SYMBOL MAY 1 9 TON DATE SHEET V536 COMP NO. 5558 S558 (8) 3/8 "0 THREAD RODS , 1 DOWN TO SUPPORT 1. FUME HOOD EXIST. UNISTRUT ® 6' -0 "oc. (TYP) SCALE: 1/4" 12" HIGH EXHAUST FAN CURB I -1/4" EMBED 3/8 "0 HILTI KWIK BOLT II ® 12 "oc. (5 ® EA. L3x3) OVA REVS L `(` 2' -8 -8" 1" CLR I 2 SP. ®6' 0" = 12'-0" 58 555 STRAP AND DIAL. BRACING PER S558 S558 NOTE: UNISTRUT GRID TO SUPPORT CEILING IS _OCATED AT 14' -6" ABOVE 2ND FLOOR. PARTIAL UNISTRUT CEILING GRID PLAN n S55f 5558 Q 14 -1/2 0 HOLE FIELD DETERMINE 14 "0 DUC TO ROOF I" CLR. NOTE: DEMO. ROOFING AS REQUIRED FOR DUCT PENETRATION DETAIL SCALE: 1 -1/2" = I' -0" S558 555 m —o1o3 APPROVED 14"0 DUCT EXIST. ROOFING / EXIST. 1 -1/2" THICK L.W. CONC. ROOF SLAB L3x3xl 4x4' -6" LONG EA. SIDE) EXIST. UNISTRUT D 10' -0"oc. (TYP.) UNDER EXIST. CONC. ROOF BEAMS EXIST. THREADED ROD UP TO CONC. BEAM ABOVE (TYP.) NEW UNISTRUT P1000 CHANNELS CANTILEVER FAR ENDS AS REQUIRED FOR THREAD ROD CONNECTION (15" MAX) REND I EXIST. CONC. E}EAM IFE _L— P1047 U- SHAPED FITTING (TYP.) EXIS . UNISTRUT PI001 CHANNELS 6' -0 "oc (VERIFY) 5558 (2) L3x3x1/4x4' -6" LONG BELOW ROOF DECK II II II PROVIDE (4) 1/2 "0 HILTI KWIK BOLT II THRU DRILLED HOLES IN 18 Ga. CURB BASE WITH 1 -1/4" EMBED INTO CONC. ROOF DECK BELOW II II II II 558 NOTE: FLASH AND SEAL ROOFING AS REQUIRED ALL AROUND CURB TO MAINTAIN WATERTIGHT INTEGRITY OF EXISTING ROOF MEMBRANE. PARTIAL ROOF PLAN SCALE: 1/2" = I' -0" 5558 5558 DETAIL n UNISTRUT P1000 PER PLAN PI008 NUT SCALE: 3" = 1' -0" 5558 5558 3/8 "0 THR'D ROD PER PLAN. ATTACH TO FUME HOOD PERIM. 12x2 FRAME BELOW PER MECH. DRAWINGS DATE ROOF EXHAUST FAN WITH 12" HIGH CURB PER MECH. DWGS. 14 1/2 "0 OPENING THRU. EXIST. ROOFING AND CONC. SLAB �®roESac® EXIST. CLOSURE STRIP L 1 EXIST. 4' -0' DEEP CONC. GIRDER SEE SECTION ADO' DETAI PLAN VIEW SCALE: I" = I' -0" S55&58 APPROVED BY SECTION SCALE: 1/2" = I' -0" S558 1S558 BEND STAP ENDS AND BOLT TO x 14 "0 SHEET METAL L3x3 W/ (1) / DUCT PER MECH. 3/8 "0 A307 BOLT DRAWINGS L38381/4 DIAG. BRACE (TYP. OF TWO) FUME HOOD PER MECH. DRAWINGS 12 Go. x 3" STEEL STRAP AROUND DUCT (TYP. OF TWO) 14 "0 DUCT VERT. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT, GATE 4 "0 DUCT 0� 0. EARN EARN CHECKED J. RILEY ENGINEER J. RILEY MIEURTo DUCT TRANSITION PER MECH. DWGS. STRAP PER 5558,5558 APPDOVLT T000rovea P100B NUT (TYP.) AND 3/8"0 THR'D ROD PER PLAN EXIST. CONC. ROOF DECK PANELS 2 1/2" EMBED �Ff 5/5/99 5/5/99 5/5/99 SIM. ANGLE (CUT LEG AND BEND END UP TO ATTACH TO CONC. WITH 1/2 "0 HILTI KWIK BOLT II) DETAIL SCALE: 3" = I' -0" a1RL TO GRID EXIST. 2' -8" DEEP CONC. BEAM PI000 CHANNEL PER PLAN UNISTRUT ANGULAR FITTING P2109 W/ (2) I/2 "0 HEX HEAD SCREWS AND NUTS SLOPING SKEWED L3x3 BRACE ( T1 555815558 PARTIAL PLANS, SECTIONS AND DETAILS BUILDING 9 -101.2 RELOCATE F-22 SYS. / INSTR. L BEAM f SECTION SCALE: I" = I -0" 5558 5558 URRENT REVSS. AI'I'R Il 'II rl MAY 19 1t ::. S 558 . 180373 - 00 bOl CORE DRILL 14- 1 /2 "oc 0 HOLE THOU, 1 - I/2" L.W. CONC. SLAB FOR DUCT PENETRATION EXIST. CONC. ROOF DECK PANELS 14 "0 DUCT COmP NO. 5/5/99