Loading...
HomeMy WebLinkAboutPermit M2000-261 - BOEING #9-101.1S j1UJJ1iji\[ 1 CZL6 T0T6 I 9Z-000ZIAT City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M2000 -261 Type: B -MECH Category: NRES Address: 9725 EAST MARGINAL WY S Location: Parcel IS: 000340 -0018 Contractor License No: HERMACLOO5BJ TENANT OWNER CONTACT CONTRACTOR ********************** * * * * * * * * * * * *•***** ** * *•A' **'A'A A'*'•k* **'* * **'r A' A*A'r * ***A* Permit Description: INSTALL 2200 CFM EXHAUST FAN, MOTORIZED DAMPER AND WEATHER HOOD. UMC Edition: 1997 11 Permit enter Authorized Signature Date BOEING *9 -101.1 9725 EAST MARGINAL WY S, TUKWILA WA 98188 BOEING PO BOX 3707 - M/S 1F -09, SEATTLE WA 98124 DAN NUGENT 1221 2 AV N, KENT WA 98032 HERMANSON COMPANY LLP 1221 2nd AV N, KENT, WA 98032 MECHANICAL PERMIT Valuation: Total Permit Fee: Status: ISSUED Issued: 11/27/2000 Expires: 05/26/2001 Phone: * * ** * * * * ** * ** *************************** * ** * ** * * *A * * * * * * * * * * * * ** * * * * * ** (206) 431 -3670 Phone: 206 - 575 -9700 Phone: 206 - 575 -9700 3,000.00 56.00 I hereby certify Oat 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. 1 em authorized to sign for and obtain this but •ing permit. Signature:_ ; ^i���; Date: //'i7 Print Name: ___ WU. L b), s___ 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. Address: 9725 EAST MARGINAL WY S Suite: Tenant: BOEING #9- 101.1 type: B -MECH Parcel #: 00O34O -OO18 tl.- VIP MR -.. 1 LITY OF TUKWILA -- Permit No: M2000 -261 Status: ISSUED Applied: 11/14/2000 Issued: 11/27/2000 ***`k fk*k k* k *k *kk•kk•kkkA k *k*kk kkk *k•kkkkkk *kkkkkkkl kkkk*kkkkil kkk k Permit Conditions: 1 Readily accessible access to roof mounted equipment is required. 'Electrical permits shall be obtained through the Washinotan State Division of Labor and Industries and all electrical work will be inspected by that agency (248 - 6630). No changes will be made to the plans unless approved by the :Engineer and the Tukwila Building Division. All permits, inspection records. and approved plans shall be available at the fob site prior to the start of any con- " ; struction, These documents are to be maintained and avail- ,able until final inspection approval is granted. 5. All construction to be done in conformance with approved ,plans end, requirements of the Uniform B u i l d i n g Code (1997 Edition) as amended. • Uniform Mechanical Code (1997 Edition), end Washington State Energy Code 11997 Edition) . Ne iid i ty.•of Permit. The issuance of a permit or approval o plans, specifications. and computations shall not be con - strued to be a permit for, or an approve1 of, any violation of 'env of the provisions of the building code or of any other ordinance of the Jurisdiction, No permit presuming to g i v e `; authority to violate or cancel the p r o v i s i o n s of thi co'de sha 1 l .. be v a l i d , I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances 9overning 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 work or local laws regulating constr . on or he performance of work. a ► t " O . V* rwr P o ect N me/Tenant: 4•C, � . c - , ity State/Zip: , f1 «_.v_v✓a ; Valu of Mechanical Equipment: 1 (7i'SZ.). Tax Parcel Number: ()On 34 Unn ( S Phone: ( ) IS ail4' q 4 k ci4i sr Add e s u G - "i V.. . -S E 4 4 � eu4L. � t S;, ,krop y Owner: ~li' ►'1. Street Address: City State/Zip: Fax #: ( Phone: Contra tor: r k.M.ri+tsJ 64%1 CC"- . Fax � a7 • C� -t Phone: (cI ) °&)(g 6-7 S -9 10 • S r• •t dress: i .. . . • _....� : .. . A. Cit State/Zip: .t. V Fax #: fi 5 S' -�=_ C act Perso CA � therNt . Phone: ( ) ZtJ(0- r1'15�' Fax #: ( ) Stree ddress: r City Stat e/Zip: -DU D a Q`.. WNER OR AU IORIZED AG NT: ' ' ... . Signature: A t I i 'mat . ' Print na I �� I�' i t , Datt': I t ** `l - . P .20 '0 Phone: )f . Fax � a7 • C� -t Add _ + /Slat ip: LL._?EZ.2.al Mechanical Permit Application Description Date application accepted: 9/7/99 rarch permit() ix CI T `/ OF T C 'MLA Perr,lit Center 63'00 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (:206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. MECHAN CAL PERMIT REVIEW AND APPROVAL REQUESTED: (TO REFILLED OUT DV APPLICANT) f work to be done (please be specific): 2 Z Li LI C F ►+-. l..sy F ,�► t1-1.f 'a �1� tr. 17 Current 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 OR submit Form Hsi, "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 Stain of Washington, a notarized loiter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS Ap'4ICATION AND KNOW THE SAME TO RE TRUE UNDER PENALTY OF PER JURY tI Y THE LAWS OF TILE STATE OF IVASIII ®TON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. i i--1ck u Date application expires: 5 ' 1 44 F • .t TAFF USE ONLY Project Number: Permit Number: 11 gel 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 114,4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once, • +ax ✓ Submittal Requirements Floor plan and system layout Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) Details and elevations (for roof mounted equipment) and proposed screening Heat Loss Calculations or Washington State Energy Code Form #H-1S H.V.A.C. over 2,000 CEM (approximately 5 ton and larger) must be provided with smoke detection shut- off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical Code 1009 . Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential EnergyCode. Structural engineer's analysis is required for new and the replacement of existing roof equipment weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be stamped by a Washington State licensed Structural Engineer. Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal NOTE: Water heaters and vents are included in the Uniform Mechanical Code - please include any Water heaters or vents being installed or replaced. RESIDENTIAL: Two complete sets of attachments required with application submittal qnr /P9 miscpmIdac . Requirements New Sin le Famil Residence Heat loss calculations with s •ecifications or Form H =6. Change•out or replacement of existln 11 Narrative of work to be dono ine, ludinu modification to duct w ork. Installation of Gas Fire lace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is In safe condition. NOTE: Water heaters and vents are Included In the Uniform Mechanical Code — please Include any water heaters or vents being installed or replaced. mechanical e : ul • ment F'. *44 ,�► 4Iii - A k,►t*** *!F **irn * * ** *4; AttirJt - 0 , ** * *Ah*sk#1,** rfi All , i **4, i. .ti. i1t r Wk Kouryrtnut .Lit y;►)U lift!) Ctl►it+itb:LF #, **k **.0, * *4 *t411 ** **#4#10,*; 1114* 54 tAt-*** ** * **4#40. * * * * ***4,4,Alt *46#: `no00.E r N.u:oort fi3fl4i 497 kI1Odnt r 6.00 1.1 /. 1 U() 14:1d ant ►tothad: ,CHE(k Notation: H1 kit'l.HrlFi(Irt C ut'iI/ - a l n t t r. bLft I1 4 0 1 0 0 4 0 0 4 1 0 1 1 4 . 0 ) 0 MIA a. I. 1 1 Nr. .I .. 00, 11 J .i ., w 11 .4 .. s w .1 .04 011 .. u N . .e d .l ih a• M .410 Iw ell sf .0 44, :1 .N 11 M .r 107m t t Has P 20Q.0 2tJ. 'type: li .r,CLH NECHPr1Ll;. AL IPU1041 i r t: t. l rl o r u tl ti 3 4 I) O () Z t3 AO*retttl t 9"2tr £ %tt1. .HtiIUi1Nkt,. WY fi tutu( Patin t l , (,rU P.ay itht eta ,.Uu lotto ALL I'nttt1t (srv.00. a R t allot: �uty 41 * * *►4* * * * #a* 44* *4� # *4 * * * * ** **4.1s# *, 0 s *P *A** *A ft* * #00#11 t'ct :►aunt 0104 l)Nttt:niutitan wi:nu,,I• , .i00r's.4t1.020 PLAN (11E(, : rlOrt1tEfi L1-.:4u W 1 , N.- Ii U . . - .114 . N i ,1 1. • . M •. ■. 1 1 N * 11.. I,. w+ S.. . s M 1 A Y S• .11 w 1n p. i .I {. i .e i• .w w •. 1. I s 5 1. s 'A 4 • R Y % K i l M u .1. M I . , i - w, • . 0145 li/20 9710 TOTAL O CONDITIONS 8 PERMIT NO.: MECHANICAL PERMIT APPLICATIONS INSPECTIONS Q 00002 Pre-construction Q 00050 WSEC Residential Q 00060 WA Ventilation/Indoor AQC Q 00610 Chimney Installation/All Types 00700 Framing ❑ 01080 Woodstove ❑ 01090 Smoke Detector Shut Off 01100 Rough -in Mechanical 01101 Mechanical Equipment/Controls 01102 Mechanical Pip/Duct Insul 01105 Underground Mech Rough -in 01115 Motor Inspection 1400 Fire Final 01800 Final Mechanical 04015 Special -Smoke Control System 0001 No changes to plans unless approved by Bldg Div 0014 Readily accessible access to roof mounted equipment 0016 Exposed insulation backing material 0019 All construction to be done in conformance w /approved plans ❑ 0002 Plumbing permits shall be obtained through King Co 0027 Validity of Permit 0003 Electrical permits obtained through L & I 0036 Manufacturers Installation instructions required on site "BTU maximum allowed per 1997 WA State Energy Code" 004I Ventilation is required for all now rooms & spaces "Fuel burning appliances "Appliances, which generate...." "Water heater shall be anchored...," Addltionni C,2ndition;i TENANT NAME: FEES */--1D A040cAte.46 Basic Fee (Y/N) Supplemental Fee (Y/N) Plan Check Fee (Y/N) Furnace/Burner • to 100,000 BTU (qty) Over 100,000 BTU (qty) Floor Furnace (qry) Suspended/WalVFioor- mounted Heater (qty) Appliance Vent (qry) Heating/Refrig/Cooling Unit/System (qry) Boiler /Compressor to 3 HP/ 100,000 BTU (qty) to I S HP /500,000 BTU (qty) to 30 HP /1,000,000 BTU (qry) to SO HP /1,750,000 BTU (qty) over SO HP /1,750,000 BTU (qry) Air Handling Unit to 10,000 ct'rn (qty) over 10,000 cfm (qty) Evaporative Cooler (qry) Ventilation Fan (qry) - .t Ventilation System (qty) Hood (qry) Incinerator — Domestic (qty) Incinerator — Comm/ind (qry) Other Mechanical Equipment (qty) Other Mechanical Fee (enter SS) Add'l Fees — Work w/o Permit (Y/N) insp Outside Normal Hours (hrs) R.einspections (hrs) . Miscellaneous Inspections (hrs) Add'! Plan Review (hrs) Plan Reviewer: Permit Tech: Dare: Date:_ 1144t 0§ ig 4� Project: ._ / ' ( FP , T pe of insp • ctio : .� u i Address: c f E. M ►' tO°"�' _ Date called: j1111o+ - Date ant- •: (9- IA - _ a. m. 0 , Special instructions: U Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes, COM ENTS: INSPECTION RECORD Retain a ropy with permit PERMIT NO. (206)431 -36 Corrections required prior to approval. Inspector: . i j s■� � 0 $47.01 INSPECTION F,E f SQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins • action, Receipt No: Date: Date: PLA PERMIT IEW ROUTING SLIP ACTIVITY NUMBER: M2000 -261 dA7E: 11- 14 -2000 PROJECT NAME: BOEING #9 -101 — AUTOCLAVE #.6 SITE ADDRESS: 9725 E MARGINAL WY S SUITE NO: _!..Original Plan Submittal Response to Correction Letter # Revision # After Permit is Issued JaEPARTMENTS: B ildihvisio rW( 11440 Public Works ❑ ( Fire Prevention IN n( 11-11-a) Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Et Comments: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Incomplete ❑ APPROVALS OR CORRECTIONS: (ten days) Approved El Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions REVIEWER'S INITIALS: Response to Incomplete Letter # 00). Planning Division ❑ Permit Coordinator Kt DUE DATE: 11 -16 -2000 Not Applicable ❑ No further Review Required DATE: DATE: DUE DATE 12- 14 -.000 Not Approved (attach comments) E DUE DATE Not Approved (attach comments) ❑ DATE: • • • Washington — Developmen 9725 East Marginal Way South, Seattle, la'racom 8mati6nel �A ,ro' ✓""k#a1 'm,ivn'1�n Thompson Site i� oG9l.tt ntiiv ta_ Employee gates Vendor truck gates �= Fence lines 0 Non-Boeing area EL] General parking ; Restricted parking ll Bus stop I NM I N S126 HST: fl2O FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. REVISIONS NO CHANGES SHALL BE MADE TO 71E SCOPE OF WORK WITHOUT PRIOP .•ROVAL OF TUKWILA BUILDING DIVISI:, '. NO ACI D R NIAY I NCL E ADDITION SUBMIT,- AL PLAN REVIEW FEES. RECEIVED CITY OF TUKWILA Nov i ?ant) PERMIT CENTER SEPARATE PERMIT REQUFRED FOR: ❑ ECHANICAL ELEC T REGAL ❑ PLUMBING ❑ GAS PIPING CITY OF TUKWILA BUILDING DIVISION Mum -26 IMIO 1M11 ` 1M12 1M13 1M14 1M15 1M16 1M17 1M18 1M19 ,1M20 1)121 1 )122 1 )123 1 )124 1 )125 '1 )126 1 )127 1 )128 1 )129 1 )130 1 )131 1 )132 1 )133 SYM REFRIGERATION EQUIPMENT ROOM WEATHER HOOD W /BIRD SCREEN REVISION • WALL COLLAR FREEZER 70% REVIEW Jfl190106 -10 - r I` BY 'I HGI /SAL! R ROOF OT I - SEQUENCE OF 1) SYSTEM C THIS YS FI N MD I 2) STAR -U': WITH HE POSIT ON, ENER IZ 3) HEAT' RE 0 THE PA AND M THE I WITH ENER APP'OVED it ROLL UP • I PARTIAL SCALE' 1 /4 =1 OSHA ( INTAKE GU R I • SET POINT 60' F 1 RIZED DAN PER I DATE REFRIGERA 1 10.04.00 10 PERATION 4RIPTION: EM CONSISTS OF A M4LL AIR INTAKE DAMPER I FAN MOTOR. SWITCH IT! THE EXHAUST FAN M L' THROUGH THE 120 IN 'I II E 120V IN -LINE THE MO (CYCLE)' THE EXHAU T I' SPACE SE I E. E AIR DAMPER SHAL IBE W EXHAUST TAN TO 0 N D AND CLOSE WHEN -M EQ LIN[ IflT DUND FLOOR PLAN 1 ;, IPMEN,ROOM TED EXHAUST TO RGIZE, DE- THER 8 HALL START OTOR .TO • II IN CIRCUIT THE FAN IS S DE ENERGIZED. II - iWALL COLLAR REVISION /- EXHAUST SHUTTER WEATHER HOOD W /BIRD SCREEN 24" DIA, VERTICAL FAN, •.1 2200 .CFM ±, .0.25 HP APPROVED DATE 11 /PM AMP Al //AM 24"x24" SINGLE PANEL MOTORIZED DAMPER, WEATHER HOOD W /BIRD SCREEN 24 "x 24" WALL COLLAR SECTION SCALE: 1/4".1 ' -0" , 20DO ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVER. NY I DEPT. I DATE SECTION SCALE: 1/4 " =1' -0" DRAWN J. GREEN S. LEHTINEN ENGINEER S. I FHTINEN 24" DIA VERTICAL FAN w oa w= E DATA' MITRE... 10.03.00 10.03.00 10.03,00 TITLE 4' -8" ( $,9 P. 3548 Aso MECHANICAL PARTIAL PLAN AND DETAILS RECEIVED CITY OF TUN W I IA PERMIT CENTER LEGEND GENERAL NOTES 1) VERIFY IN -FIELD LOCATION AND ROUTING OF EQUIPMENT, DUCTWORK AND ACCESSORIES PRIOR TO INSTALLATION. . REFERENCE DRAWINGS CONSTRUCTION NOTES PROVIDE AND INSTALL EXHAUST FAN IN THE .EQUIPMENT ROOM BEHIND THE FREEZER AS SHOWN. FAN ASSEMBLY SHALL INCLUDE: 1. 24" VERTICAL FAN W /MOTOR: GRAINGER CATALOG NO. 7CC74. 2. 24" WALL COLLAR: GRAINGER CATALOG NO. 4YD01. yi --.3. 24" WALL SHUTTER: GRAINGER CATALOG N0. 1C046 4. 24" OSHA INTAKE GUARD; GRAINGER CATALOG N0. 6D585. 5. 24" WEATHER HOOD W /BIRD SCREEN; GRAINGER CATALOG N0. 4YD06. FIELD LOCATE FAN MIDWAY BETWEEN ROOFLINE AND DOOR HEADER. • PROVIDE AND INSTALL AIR INLET DAMPER IN THE EQUIPMENT ROOM AS SHOWN; INLET .DAMPER SHALL INCLUDE: 1. 24" MOTORIZED DAMPER: GRAINGER CATALOG N0. 3C727 2. 24" WALL COLLAR: GRAINGER CATALOG N0. 4YD01. 3. 24" WEATHER HOOD W /BIRD SCREEN; CAT N0. 4YD06. . PROVIDE AND INSTALL A THERMOSTAT IN THE`EQUIPMENT ROOM AS SHOWN. EXHAUST FAN AND DAMPER ARE CONTROLLED BY THERMOSTAT OR HAND -OFF -AUTO SWITCH. DAYTON LINE VOLTAGE THERMOSTAT; GRAINGER CATALOG NO. 2E728 OR APPROVED EQUAL; REF SOO THIS SWEET. . • 1M39 1)140 1M41 1 1M42 1)145 1M43 1 )146 1H34 1M35 0136 1M37 11,138 zi 9 -101.1 KEY PLAN • 70% REVIEW SHEET MSX1 - 0 _Q —Q *. ACCEPTABILITY . THIS DESIGN AND/OR SPECIFICATION IS APPROVED ENMN EV citEcKEN SAL LAST REVISION FREEZER WLL WOOD SPACER. SE CURE To WOOD STOP IN FREEZER WALL 1 /4"QUICIC. COUPLING VALVED NIPPLE WITH MALE NPT: SNAP. TIT E VEAN FO Q HARI, VACUUM (I-RE/D) DETAIL_ 2 It/VENT FROM pRINKING FoUNT, 4" SAN. SEWER FROM MEZZANINE TOILET' PIPE L k'SCRID, ADAPTER ,,- PIPE. CLAmP 7a" 45' ELL Ye* c To 1 /4" AD t(REF.) REVISION "KLS W FILTERS 2' VA c, w ITH VALVE DOWN TO 2" VAC. MANIFOLD EHII4DWALL. MoISTUR DRAIN AT LOW POINT. SEE IJEVTAIL4 AND DwG, M. 2' CA DOWN To 2'CA MANIFOLD IN WALL. FILTER AND MoIsTURS !L.: AIN AT Low PONT. SE DETAIL AND DWG. M eveNr (Rep.) 1 -o" OFF FLoo R 2' VAc. MANIFOLD MOUNT A PP Rox, c CA MANIFOLD •9 EsEl-IIND WALL I DIRECT ONAL M19 CoNTROLVALVEr I (TyPIcAL) 3 /4",083 HYD. SUPPLY RETuRvIii IN TRENCH PLUG ALL VALVES FOR FUTURE • M. REMOVAL NOTES: REMOVE ALL VACUUM MANIFOLD LINES IN EXISTING FREEZER BACK TO 2-INCH BALL VALVE AS SHOWN. Ej- PLUG OR CAP 2-INCH BALL VALVE. SAVE FOR FUTURE USE. 2" CA ANC/2"VAC MANIFoLps.. M0Ur4T APPROx•PLO" OFF FLOGR Ssi-woo WALL, — — 2 CA DOWN To 2 4 CA MAN1q0L1) N WALL., FILTER AND MoiSTURE DRAIN AT' LOW INT, see DETAIL. CHECKED REVISIONS BY Harris Group Inc. REVISION "p" ONLY '912_ To DRAIN 0EMONIC11111 • INOINIE.M. • .1111.0 M-14 THE AUSTIN. COMPANY • M452 Y PLAN 111111111=111111113111111111111111111 U IA I M iNsTAL0- 86,1119 R.CARRIg 4O- o" • • x .083 HYD. SUPPLY RETURN IM TREN 41.43'- 0" .MATCH LINE 0 AUBURN, WA. 98002 ym. afifiSPIEZIV COMPANY 0 EVERETT, WA. 98201 n KENT WA. 91031 40 APPRI1V. AV DEP, DA E RELOWTE. LINES FROM F.P. ALARM VALVES TO CLEAR CONTROL PANEL6, • REMOVAL DRAWING CHECKED REcoNNECT „LI AND INSULATE 0 I I: SUPPORT 2"CA AND 2” CA DOWN FROM TRUE E SPACE. SEE DETAILS AND ows m . LANNI VALVES ARE ABoVE PILT A Cc.E SS I s 2' x'2' PANEL Ov5R. MAN DOOR HEADER, L) p To OVERHEAD DISTRIBUTION 4." • 13 MODIFICATIONS TO EXIST". DOM. WATER PRY STATION NO SCALE _ 1 DRAIN FIROm C TO DOWN' To T. 4. :ExiS" 'HUES NELSEEDWG.M-3 _ _ DRAIN TUN , _J 1 e l ( PRV STATIQN, EsE 0 I I A 4" vEt..IT 5 (REF,) • fg I . ISM il iri ...t 2'M 1 2 2.V A AcUUM 4 (REP. 4 .4,111 2 00 .... . i , III i ir, CRANE ;Ram r VAC WITH VALVES DOWN To m. _._ J ITE5T CONtL(REF.) IDRAIN' AT LOW OIN T. I F. FI F.? IN IA S T P R E G° C.ToR 14*5.( s " 2. EXIST. 2"CA. I = 9 IN TRUSE • L' V ,.., 8,11c1. • D , LOWER PRV STATION. NOTES I. 0 INDICATES VA CUL)m oUT LET . 2 t INDICATES ComrRESSED .AIR OUTLET INDICATES VACUUM OULE1" DETAIL •.• AA A wIAIffN/ Al . 7 . 0171A *Tlf1106' cp NoTE: USE ONLY GALV. PIPING A FITTINGS FOR RELOCATION . WORK. • • • FLooFa L. 5 1 - a SPECIAL INSPECTION PROGRAM: 1. PLACEMENT' OF REINFORCING BARS IN CONCRETE 2. MECHANICAL COUPLING OF REINFORCING BARS 3. PLACEMENT OF ANCHOR BOLTS IN CONCRETE 4. PLACEMENT OF CONCRETE 5. EPDXY ANCHORS INTO CONCRETE J 6. SINGLE PASS, FILLET WELDS NOT EXCEEDING 5/16" • 7. MULTI -PASS WELDS AND FULL'. PENETRATION WELDS 8. HIGH STRENGTH BOLTING 9. EXPANSION ANCHORS IN CONCRETE SYM A STRUCTURAL GENERAL NOTES: CRITERIA: 2. DESIGN LOADING CRITERIA: BUILDING PIT LIVE LOAD 75 PSF AUTOCLAVE FLOOR LIVE LOAD 125 PSF OR 3,0 0 WIND 80 MPH, EXPOSUDo EARTHQUAKE ZONE 3, R= 5.61'1 SITE SOIL TYPE SE, Ca =0.3, SEE DRAWINGS FOR ADDITIONAL LOADING CRITERIA 3. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES REPRESENTATIVE. IN ADDITION CONTRACTOR SHALL PERFORM A WILL NOT INTERFERE WITH OWNERS ONGOING MANUFACTURING: I I 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CO DRAWINGS ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL' BASED ON EXPECTED CONDITIONS. IF THE EXISTING CONDITION THE CONDITIONS SHOWN ON THE DRAWINGS, OR IF THE EXISTI G QUESTIONABLE OR :SUBSTANDARD QUALITY, NOTIFY THE ENGINEE WORK. , I 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE ST COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMP THE DRAWINGS. . 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAU TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERF 7. CONTRACTOR- INITIATED CHANGES SHALL BE' SUBMITTED IN WRITI APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGE ONLY WILL NOT SATISFY THIS REQUIREMENT.. _ 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTR ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARAC SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT. THE ENGINEER. .9. SHOP DRAWINGS FOR REINFORCING STEEL, AND STRUCTURAL S TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICA it 10. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NO OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONT SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY EN SUBMITTALS •SHALL; INCLUDE A REPRODUCIBLE AND ONE COPY.. MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR ENGINEER THAT. THE. CONTRACTOR UNDERSTANDS THE DESIGN •C MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISC BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOC EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE THE DESIGN DRAWINGS SHALL CONTROL AND SHALL BE FOLLO GEOTECHNICAL: 1. FOUNDATION DESIGN IS BASED ON "REPORT OF FOUNDATION INV AUTOCLAVE, 9 -101 BUILDING" BY GEOENGINEERS, INC., DATED M 2. FOR DETAILED PILE REQUIREMENTS, SEE FOUNDATION DRAWING SPECIAL INSPECTION: SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING IN AC CODE SECTION 1701: INSTALLATION OF ANCHOR BOLTS, PLACE CONCRETE, THREADED SPLICING OR WELDING OF"REINFORCEMEE WELDING, EXPANSION ANCHORS, ADHESIVE ANCHORS, HIGH STRI DOWELS. SPECIAL INSPECTION SHALL BE PERFORMED BY A QI DESIGNATED BY THE OWNER. THE STRUCTURAL ENGINEER SHA OF ALL' INSPECTION REPORTS AND TEST RESULTS. 10. PILE INSTALLATION 705 RFVIFW ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHA L CONFORM AND THE UNIFORM ' BUILDING CODE (UBC), 1997 EDITION. REVISION .IAtSOIDB -m BY Yr,I /RCM AP'RCJED TO THE LB CONCENTRATE "B" 1 =1.011 .0 Cv =0:84 TN THE OWNERS WORK IN A' MANOR OCESS ZES AND CONDITIONS TRUCTION SHOWN q DRAWINGS ORIIIWERE AE DO NOT CLOSELY M YC MATERIALS IARE OF P I PRIOR TO COMMENCING I 111 CTURE ANDSTRUCTI TED. IN ACCORDANCE NS AND THE MELHO M THE WORK. III TO THE ENGINEER SHOWN ON SHOP D TION. WHERE CON t0 R TO DETAILS SHOW 0 REVIEW AND AP 'OV L SHALL BE! SUBMIT- N OF THESH ITEMS. EVIEWED BYI THE ENGI CTOR. THE I CONTR OTO EER OF RECORD. I I I IE REPRODUCIBLE SHAL 1 I f I OT CHANGEI ORDERS TO DEMONSTRATE CEPTIBY IN, DICATIN P DETAILING I THE INT , PANCIES, OR CONFL r D t ENTS ARE D SCOVERdD CESSED BY THE ENGIN E� 4 STIGATION, PROPOSE RCH 16, 1981. ORDANCE WITH THE`B MENT OF REINFORCIN T WHERE PERMITTED I NGTH BOLTING AND IE A_IFIED I TESTING AGEN L BE FURNISHED WT I 1 I , ERIODIC SPECIAL INS ONTINUOUS SPECIAL 1 I II ERIODIC SPECIAL INS • I I ONTINUOUS , S IPECIA I DATE HQ DR nn SYM ?F C S 0 ED IDR 'LOA IE D COP EC IL 11N 6 EE EC RA WI H ION NS ' EC -C ION N ONTINUOUS S PECIAL IN ' EC ERIODIC SPE� DIA INSf� -C ION ONTINUOUS SPECIAL N ERIODIC SPECIAL INS T EL, ION I III CONTINUOUS SPECIAL ; S' EC I II CONTINUOUS SPECIAL WI RIO ME AN TE HE IC ER ti ON ON ON ON ON ON GS AUGERCAST PILING 1. AUGERCAST PILING SHALL HAVE A CONCRETE GROUT SPECIFICALLY PROPORTIONED FOR THIS USE. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,500 PSI. GROUT MIX TO BE APPROVED BY THE ENGINEER OF RECORD. 2. SIZE AND TIP ELEVATIONS ARE CALLED OUT ON THE DRAWINGS. 3. CONTINUOUS CENTER BAR TO BE PLACED FOR THE FULL LENGTH OF THE PILE. THE BAR MAY BE SPLICED WITH THREADED OR MECHANICAL COUPLINGS WHEN NECESSARY. REINFORCING CAGES SHALL HAVE EFFECTIVE SPACERS TO CENTER CAGE IN SHAFT. 4. MONITOR GROUT PUMPING WITH A PRESSURE GAGE. MAINTAIN A PRESSURE OF APPROXIMATELY 100 PSI BY REGULATING AUGER WITHDRAWAL RATE. SUDDEN DROPS OF PRESSURE IN EXCESS OF 50 PSI MUST BE INVESTIGATED FOR CAUSE AND MAY BE A BASIS FOR PILE REJECTION. • 5. MONITOR THE VOLUME OF GROUT PLACED VS THE THEORETICAL VOLUME OF THE SHAFT . A MINIMUM OF 110% OF THE THEORETICAL VOLUME SHOULD BE PLACED. NOT ACHIEVING THIS MINIMUM PERCENTAGE MAY BE REASON. FOR PILE REJECTION. 6. CONTINUOUS OBSERVATION OF THE PILE INSTALLATION IS REQUIRED BY A GEOTECHNICAL ENGINEER TO ASSURE THAT THE PILF ARE OBTAINABLE. THIS 1 ENGINEER WILL BE PROVIDED. BY BOEING, 7. TOLERANCES: HORIZONTAL 4" FROM SPECIFIED ` LOCATION. VERTICAL MAX OUT OF PLUMB 1/4" IN. 12 ". . • CONCRETE: . 1. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND RLACED.•IN ACCORDANCE WITH UBC SECTION 1905 AND ACI 301. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS = 4000 PSI. SLUMP RANGE = 3 " -5" (BEFORE ADDITION. OF HIGH RANGE WATER REDUCER) MAXIMUM WATER- CEMENTITiDUS RATIO BY WEIGHT SHALL BE 0.45. SUBMIT STRENGTH TEST DATA AND MIX DESIGN TO THE STRUCTURAL ENGINEER FOR REVIEW A MINIMUM OF TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE MINIMUM AMOUNTS OF CEMENTITIOUS MATERIAL MAY BE CHANGED IF A CONCRETE • PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER AND BUILDING OFFICIAL FOR APPROVAL TWO (WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE ,AMOUNTS QF CEMENT, FINE AND• COARSE AGGREGATE;' WATER AND ADMIXTURES, AS "WVLL AS THE WATER-CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING ,STRENGTH DATA IN ACCORDANCE WITH ACI 318 -95, CHAPTER 5. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THATI INFORMATION PRESENTED CONFORMS GENERALLY WITH • CONTRACT DOCUMENTS. - CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH- SURFACES EXPOSED TO WEATHER SHALL BE AIR - ENTRAINED WITH AN AIR-CONTENT OF 5 %. NOTIFY OWNER AT LEAST 3 DAYS BEFORE EACH CONCRETE POUR. FOUR TEST CYLINDERS SHALL BE MADE FOR EVERY 100 CUBIC YARDS OF CONCRETE POURED. THEY SHALL BE TESTED IN ACCORDANCE WITH ASTM C39 BY A TESTING LAB. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615, DEFORMED BARS (INCLUDING SUPPLEMENT 51), GRADE- 60. fy = 60.000 PSI. 3. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -92 AND 318 -95. LAP ALL CONTINUOUS REINFORCEMENT WITH CLASS "B" SPLICE. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT . .UNLESS OTHERWISE NOTED ON THE DRAWINGS APPROVED BY THE STRUCTURAL ENGINEER. 4. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CASTI AGAINST AND 'PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO 'EARTH.: (i.e. WALLS BELOW GROUND) OR.WEATHER 6, BARS OR LARGER) 2" • .. €5 BARS. OR SMALLER) .1 1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 1/2" SLABS AND WALLS (INTERIOR FACE)....GREATER OF (BAR, DIAMETER PLUS 1/8 ") OR 3/4" 5. CONCRETE SURFACES SHALL BE_ SMOOTH AND EVEN AND. 'NOT VARY: MORE THAN 1/8 INCH IN 10 FEET FROM TRUE PROFILE. A SURFACE VARIATION OF MORE THAN 1/8 INCH SHALL BE GROUND OFF. - • . CEMENT GROUT: • 1. NON- SHRINK GROUT FOR USE BELOW BASE PLATES, EQUIPMENT BASES ETC., SHALL CONFORM TO MASTERFLOW 928 BY MASTER BUILDERS, OR EQUIVALENT. REVISION BY APPROVED DATE DOWELS: 1. LOCATE HOLES IN EXISTING CONCRETE TO MISS MAIN REINFORCING BARS, STIRRUPS, AND EMBEDMENTS. THIS MAY INVOLVE RELOCATING DOWELS FROM POSITIONS SHOWN. NOTIFY THE OWNER OF ANY DOWEL RELOCATIONS. PRIOR TO DRILLING HOLES, FIELD VERIFY AND MARK THE LOCATION OF NEARBY EXISTING REINFORCING BARS, STIRRUPS, AND EMBEDMENTS USING A PACHOMETER. IF THEY ARE HIT DURING DRILLING, IMMEDIATELY NOTIFY THE OWNER. 2. DRILL HOLES USING A PERCUSSION -TYPE DRILL WITH SINGLE CHISEL -TOOTH BITS. USE DRILL RODS WITH A HOLLOW STEM THAT IS CONTINUOUSLY FURNISHED WITH OIL -FREE AIR TO REMOVE CUTTINGS. DO NOT CORE DRILL UNLESS REVIEWED BY THE OWNER. 3. DRILL HOLES STRAIGHT AND TRUE, AT RIGHT ANGLES TO THE SUPPORTING MEMBER UNLESS OTHERWISE SHOWN. 4. EPDXY GROUT: "HIT HY -150" ADHESIVE MANUFACTURED BY HILTI. USE FOR ANCHORING DOWELS TO EXISTING CONCRETE (AT LEAST 28 DAYS OLD). 5. CLEAN AND PREPARE HOLES IN ACCORDANCE WITH THE EPDXY MANUFACTURER'S RECOMMENDATIONS. AS A MINIMUM, BLOW COMPRESSED, OIL -FREE AIR FROM THE BOTTOM OR INSIDE OF HOLE TOWARDS THE SURFACE. 6. DRY .AND CLEAN DOWELS OF CONTAMINANTS (DIRT, RUST, MILL - SCALE, OIL, GREASE, ETC.) AND PROTECTIVE COATINGS. CONTACT THE OWNER PRIOR TO PLACING EPDXY IF STANDING WATER CANNOT BE ELIMINATED FROM HOLES. 7. SHIM TO KEEP DOWELS CENTERED ON THE HOLES AND NOT RESTING AT THE BOTTOM OR SIDE OF THE HOLE. 8. PRESSURE GROUT ALL HOLES DEEPER THAN TWO FEET. CONSULT THE EPDXY MANUFACTURER FOR THE PROPER TECHNIQUES TO PRESSURE GROUT AND SUBMIT TO THE OWNER FOR REVIEW PRIOR TO PLACING THE EPDXY. • 9. FILL EACH HOLE WITH A SUFFICIENT AMOUNT OF EPDXY TO COMPLETELY SURROUND THE DOWEL AND ALLOW A SMALL AMOUNT OF SPILLAGE AFTER THE DOWEL IS COMPLETELY INSERTED INTO THE HOLE. INSERT THE DOWEL AFTER THE EPDXY IS PLACED INTO THE HOLE. BREAK OFF AND REMOVE SPILLAGE PRIOR TO PLACING CONCRETE. 10. REMOVE ALL MOUNTING HARDWARE FOR DRILLING AND REPAIR THE EXISTING STRUCTURE BEFORE PLACING CONCRETE. EPDXY ANCHORS • 1. EPDXY GROUT: "HIT HY -150" ADHESIVE MANUFACTURED BY HILTI. USE FOR ANCHORING THREADED ROD ANCHOR BOLTS TO EXISTING CONCRETE THAT CURED A MINIMUM OF 28 DAYS. 2. THREADED RODS: ASTM A 193, GRADE B7 3. FOLLOW APPLICABLE INSTALLATION PROCEDURES LISTED UNDER SECTION ON DOWELS. STEEL: 1. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: A. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRENGTH DESIGN (ASD). B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1: 'THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION FOR CONNECTIONS DEVELOPED BY THE FAPRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS." C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. PLATES, SHAPES, BARS AND RODS (UNO) B. WIDE FLANGES C. STRUCTURAL TUBING D. PIPE E. CONNECTION BOLTS (UNO) ACCEPTABILITY THIS DESIGN AND /OR DRAWN J .T ASTM SPECIFICATION A36 A992 A500 (GRADE B) A53 (GRADE B) A325 -N 3. ALL A325 CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDICATING TYPES (SUCH AS BETHLEHEM LOAD INDICATOR BOLTS), AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 4. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70XX' ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED.' FILLET WELDS SHALL BE INSPECTED BY VISUAL INSPECTION. ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY ULTRASONIC TESTING OR BY OTHER APPROVED EQUIVALENT METHODS. 5. STRUCTURAL STEEL SHALL BE SHOP PAINTED WITH TWO COATS OF SHERMAN WILLIAMS "DIM ACRYLIC PRIMER /FINISH FOR A TOTAL DRY FILM THICKNESS OF 5 MILS. APPLY IN ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC) STEEL STRUCTURES PAINTING MANUAL. PREPARE SURFACES ACCORDING TO SSPC - STEEL PREPARATION NO. 2.. MASK OFF AREAS . • TO BE FIELD WELDED AND FIELD COAT AREA AFTER WELDING. . DSTE 09.20.00 A 1.RT, SUBTITLE STEEL FORM DECK 1. STEEL FORM DECK SHALL BE 20GA. , B FORMLOK MANUFACTURED BY VERCO OR APPROVED EQUAL. MATERIAL TO CONFORM TO ASTM A446 GRADE A, WITH ASTM A525 G60 COATING. 2. ALL SHEETS TO BE LAID OUT SO THAT EACH SHEET IS A MINIMUM OF TWO SPANS CONTINUOUS. BLOCK OUT HOLES BEFORE PLACING CONCRETE BUT LEAVE FORM DECK IN PLACE. CUT FORM DECK AFTER CONCRETE HAS CURED. 3. WHERE FORM DECK CROSSES A STRUCTURAL MEMBER, PUDDLE WELD EVERY OTHER FLUTE WITH 1/2" WELD TO SUPPORTING STRUCTURE. WHERE FORM DECK RUNS PARALLEL TO A STRUCTURAL MEMBER PROVIDE A 1/2" PUDDLE WELD OR 1/2" x 3" SHEAR STUDS AT 9" O.C. 4. FOLLOW MANUFACTURERS RECOMMENDATIONS AND DETAILS. STRUCTURAL GENERAL NOTES SHEET iry �ceive ISSUED FOR CONSTRUCTION CURRENT REVISION SYMBOL 2 Harris Group Inc. , 10779 DATE 1M10 1111 1M12 1M13 1M14 1M15 FREEZER FLOOR LEVEL 1417 1M18 ( I I I -© M453 M587-- 1M22 HSS 4x4x1/4 C9x13.4 C 20' 1M25 Z 'I+ 1 Li ` - 1M29 F 1 0 o- 1M33 453 F87 : ME DANELS l453 M5871 I `_-_� 1 1 'I L TO INSIDE LOCATE DOO 1M10 1111 1M12 1M13 1M14 1M15 1M16 1417 1M18 1119 1M20 1M21 1M22 1M23 1M24 1M25 1M26 1M27 1M28 1M29 1M30 1M31 1M32 1M33 WEATHER HOOD W /BIRD SCREEN 8' -2 1 /2 "� 2' -0 REFRIGERATION — 1 EQUIPMENT ROOM WALL COLLAR REVISION --d -- 2'-0" ROOF OUTSIDE AIR INTAKE NEW WALL 5/5" ORB EACH SIDE 453 M587 r - 1 I I I I b SET POINT 65' F SUPPLY AIR 2,200 CFM ISSUED FOR CONSTRUCTION 4190106 -10 M4531587 FREEZER DO NOT FASTEN WALL TO NEW FREEZER PARTIAL GROUND FLOOR PLAN SCALE: 1/4 " =1' -0" MOTORIZED DAMPER OSHA INTAKE GUARD BY FIGI /SAL REFRIGERATION EQUIPMENT ROOM SEQUENCE OF OPERATION 1) SYSTEM DESCRIPTION: THIS SYSTEM CONSISTS OF A WALL MOUNTED EXHAUST FAN AND MOTORIZED AIR INTAKE DAMPER. 2) START —UP: WITH THE FAN MOTOR SWITCH IN THE "AUTO" POSITION, THE EXHAUST FAN MAY BE ENERGIZED /DE— ENERGIZED THROUGH THE 120V IN —LINE THERMOSTAT. 3) HEAT REMOVAL: THE SPACE 120V IN —LINE THERMOSTAT SHALL START AND STOP (CYCLE) THE EXHAUST FAN MOTOR TO MAINTAIN SPACE SET —POINT TEMPERATURE. WALL COLLAR THE INTAKE AIR DAMPER SHALL BE WIRED IN CIRCUIT WITH THE EXHAUST FAN TO OPEN WHEN THE FAN IS ENERGIZED AND CLOSE WHEN THE FAN IS DE— ENERGIZED. APPROVED DATE 10.13.00 2' -0" SYM ROLL UP DOOR (o, M587 FREEZER ANCHOR 4 4 PLACES 4531M58 AO EXHAUST 2,200 CFM COOLING WAILR EXHAUST SHUTTER 24" DI.A, VERTICAL FAN, 2200 CFM ±, 0.25 INWG ADD 3 BOLLARDS PAINTED OSHA A SAFETY YELLOW / B FOR DETAILS SEE M453 F - 1 R' WEATHER HOOD W /BIRD SCREEN REASIO TOP OF CONCRETE. 1" GAP 1/2" GAP 350 XC 20 N 16" O.C. BY SECTION b SCALE: NONE APPROVED DATE 2 4531 5587 5/8" GWB EACH SIDE DO NOT FASTEN DEFLECTION TRACK TO STUDS. FIILTI X— DNI -32 —P8 POWDER ACTUATED FASTENERS N 16" O.C. DEFLECTION TRACK 350 DT 12 # WAFER HEAD SELF — DRILLING SCREWS ® 16" O.C. 3' -0 24 "x 24" MOTORI2ED DAMPER, WEATI IER HOOD W/ BIRD SORE EN 24 "x W8x10 ROLL -UP DOOR -- 24" WALL CJLLAR TRACK -350 WT 20 CAULK (TYP) CONT. TOP OF FREEZER ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED 8' 4" - 6'(TYP) 7' 11 1/2"-- (CUR) 9' 0" LENGTH INSULATION REMOVAL SEE SECTION H DRAWN J. GREEN OCKED S. LEHTINEN /\ I SECTION \ SCALE: NONE DATE 10.03,00 10.03.00 SECTION \ SCALE: 1/4 " =1' -0" - 24" DIA VERTICAL FAN SECTION SCALE: 1/4 " =1 " -0" #8 WAFER HEAD SELF— DRILLING SCREWS N 16" O.C. 350 WT 20 350 XC 20 TRIM FLANGES AT STUDS AND CONNECT WITH 2 — #8 WAFER HEAD SELF DRILLING SCREWS EACH SIDE. DO NOT FASTEN TO NEW FREEZER SUBTITLE k.T CP''IVDLI) OOT 1 8 2000 GEN EIV,L I;UN� I MAIM II1M UU. UUEING 5. OFFICE • ASBESTOS NOTIFICATION: A good faith survey of the work area has been conducted and asbestos containing material was not discovered that would be involved in the construction of thN project. Do not remove, damage or disturb any asbestos .. material adjacent to the work area. Please contact Boeing Facilities Deportment if asbestos containing materialIs damaged or discovered that is required to be removed to support work. The following materials in the areas adjacent to this Job ore assumed to be positive for asbestos: pipe insulation LEGEND 1.31 MECHANICAL PLAN AND DETAILS SHE GENERAL NOTES 1) VERIFY IN FIELD LOCATION AND ROUTING OF EQUIPMENT, DUCTWORK AND ACCESSORIES PRIOR TO INSTALLATION. 2) FOR OTHER GENERAL NOTES SEE SHEET S2B REFERENCE DRAWINGS mcO 2(-e / CONSTRUCTION NOTES D. PROVIDE AND INSTALL EXHAUST FAN IN THE EQUIPMENT ROOM BEHIND THE FREEZER AS SHOWN. SUGGESTED SOURCE: GRAINGER INC. FAN ASSEMBLY SHALL INCLUDE: 1. 24" VERTICAL FAN W /MOTOR: GRAINGER CATALOG NO. 7CC74. 2. 24" WALL COLLAR: GRAINGER CATALOG NO. 40001. 3. 24" WALL SHUTTER: GRAINGER CATALOG NO. 1C746 4. 24" OSHA INTAKE GUARD; GRAINGER CATALOG NO. 6D585. 5. 24" WEATHER HOOD W /BIRD SCREEN; GRAINGER CATALOG NO. 4YD06. FIELD LOCATE FAN MIDWAY BETWEEN ROOF AND EXISTING DOOR HEADER. PROVIDE AND INSTALL AIR INLET DAMPER IN THE EQUIPMENT ROOM AS SHOWN; INLET DAMPER SHALL INCLUDE: 1. 24" MOTORIZED DAMPER: GRAINGER CATALOG NO. 3C727. 2. 24" WALL COLLAR: GRAINGER CATALOG NO. 4YD01. 3. 24" WEATHER FLOOD W /BIRD SCREEN; GRAINGER CATALOG NO. 4YD06. PROVIDE AND INSTALL A THERMOSTAT IN THE EQUIPMENT ROOM AS SHOWN. EXHAUST FAN AND DAMPER ARE CONTROLLED BY TFIERMOSTAT OR HAND —OFF —AUTO SWITCH. DAYTON LINE VOLTAGE THERMOSTAT; GRAINGER CATALOG NO. 2E728 OR APPROVED EQUAL; REF S00 THIS SHEET. RELOCATE PIPE SUPPORT STANCHION 12" EAST TO CLEAR WEATHER HOOD. © CONTACT ENGINEER TO INSPECT PANEL BEFORE INSTALLING WALL COLLAR. RECEIVED clTV of rukwlLn Fi /tM47 r /rill/ 11 1M40 1M41 1M44 DM42 1M45 1M43 IM46 1M34 1M35 1M36 1M37 9 -101.1 KEY PLAN ISSUED FOR CONSTRUCTION CURRENT REVISION SYMBOL R A A I.et II u Harris Group Inc. 10795 DATE 10.13.00