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Permit M2000-061 - MCI WORLDCOM
2000 -061 MCI Worldcom 12682 Gateway Dr City of Tukwila' (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M2000 -061 Type: B -MECH Category: NRES Address: 12682 GATEWAY DR Location: Parcel 8: 271600-0020 Contractor License No: HOFFMCC164NC Status: ISSUED Issued: 03/31/2000 Expires: 09/27/2000 TENANT MCI WORLDCOM Phone: 12682 GATEWAY DR, TUKWILA WA 98168 OWNER KAISER GATEWAY ASSOC C/0 BEDFORD PROPERTIES, 12870 INTERURBAN AVE 5, SEATTLE WA 98168 CONTACT MARK ANDERSON Phone: 503 - 221 -8811 1300 SW 6 AVE, PORTLAND OR 97207 CONTRACTOR HOFFMAN CONSTRUCTION CO OF WA PO BOX:1300, PORTLAND OR 97207 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: SETTING OWNER FURNISHED EQUIPMENT, FURNISH AND INSTALL CHILLED WATER PIPING, INSULATION, UNDER GROUND PLUMBING FLOOR DRAINS, NEW BATHROOM, HVAC AIR HANDLERS, DUCTWORK, CONTROLS, TEST & BALANCE UMC Edition: 1997 Valuation: 1,000,000.00 Total Permit Fee: 543.13 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** :2) 3.31 ' OC Permst iCentarr.ho zed Signature Date I hereby certify that 1 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 or 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 am authorized to sign for and obtain this building permit. Signature: Date: Pr i nt Name s ,- men.f- ...,L .Rpca ec . Title: jej, Zezial. tAide.141.._45L1117 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 1s suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUI WTL:A. • tddress: ; 12602 GATEWAY bit, Permit. No: M2000-.061 SU ite: Tenant: MCI WORLDCOM Status: ISSUED type: 0-MECN Applied: 03/16/2000 Parcel #: 271600 -0020 Issued: 03/31/2000 °k* * * * * * * * * * * * *•k * ** * *i * ** 44k****** *A k* k k * * ** k *i: * * * * * **•A•k k k k* k *•k ** k* k ** k * ** Permit Conditions: 1. Electrical permits shall be obtained through the Washington. State Division of Labor and - Industries and all electrical :work will be inspected 44.:Y' ::the dgertdy: (248.6.630). No changes will be innede "sto the plans unless approved by the Engineer and the t ;'ukwla Bui iding:1 Division. 3. All permits, , ;n Cpect i n`S records,' end approtied plans sha 1 l be available at;,, the .lp. , site r`ior to the st`ar^f any` con- struct i on. •; These.'.d cuments::are r tox be p ma► i rita.i ed and ova i 1- able unt +1ts- final, inspect1'o'n ap:prova1 is r ranted 4 Al) oo rtruct.ton to the done ,.in°;,conformance•w1th approved .9 p 1 ens/ sn ! requ'l rements Hof the Uri 1 form Building Code : (1997\‘, 'Edit, bis) .ess amended, Urti t form Mechanical Code ( 1997 Edtt i on) , '.,and sh fngton State EniergY' Code'° ( 1991 Edition) 5.` NOM' t .31APernit,,�: . ,, y "1'ite 1 sirArtiQe., of a permit N. ar approv 1 'a¢ ple , 1peeAif tcations:, ,and.,:computatlans shall not" be on.- Ts +� d 'to.: „boo ,e permft�.f,or, .=`ory an approval of, any.vio�l t'ionE '$o y of the proulslons�:of the,° t ui !ding code or of arty 5: :o te r ord lnance o l 'the °j ur lsd l c t 1on . ;/•No Omit pr .uning t g v eutharityl to violate Cr ce npe1 the provisions Of this c 8011 be vh l 1d . $' , � �feeturor instaixl lotion` l'nstrucrtlona: requlrod on site.`' o her bu i i d >i ng I nSpectors rev.i efw. 1 CITY OF TC' .'WiLA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 ! SIAfi t)S1 ()NI NJ Project Number: Permit Number: Mechanical 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. Pro ect NG ai t: o f tO �� �� Value of Mechanical Equipment: a oea D, Dram .. ax ?arcd Number: '2-7 I Edo-- 0020 Site A dre s : City State2i l t32 �a -t'�� ©Q 5eMler4e e , dlisi Pge� 9e 0 pr z ,4 Phone: ( ) ezkdrep1/40444T6 City State/Zi : come Lit sr Soo FIi. GAe C 4t 1 Fax #: ( ) :� Contractor: t'*o * Alm cgs, Gne;:). Phone: (9 3) 27. i sa1 I 5tr dam, Aul 1 jet,20 C tarAn Fax #: (563) z 1.1 — gg < <7 Contact Person: INA mtv. him oe zsoNi Phone: ( ) A Street Address: City State/Zip: Fax #: ( _ MECHANICAL PERMITS REVIEW AND APr OVAL'REQUESTED: (TO BE FILLED OUT BY b cription of work to be done (please be specific): et■N,S 1w •* • twhc. A �t l w.. - ..11 r - . t�rt.hr�tJE A�.r (AA) thbllicff ,Wm co ' Q�L 1 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 H4, "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 Jotter from tho property owner authorizing tho agent to submit this permit application and obtain tho permit will bo required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO RE TRUE UNDER PENALTY OF PER JURY BY THE LAWS OF, THE STATE OF WASHINGTON, AND i AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDiNG:O ....,[ r%il :Le1.it;r.rei4:i Signature; A;I :� ' �,�_. `,.... -' Date: �05 Print name. A -M, _ Phone: (5 ) z Fax II: c ) i Address: b - - u - at* : N C /Stat 1 ' : .:ek will . r 4 �+ %'�,��% r {.24.4 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 100 days upon written request by the appl!c4;,44.6 defined in Section 114.4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once. Date appll t n accepted: • 2OOQ 11/249 each Rana doc 1 Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal ✓ Submill.il Requirements Floor plan and system layout VP Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) V Details and elevations (for roof mounted equipment) and proposed screening V Heat Loss Calculations or Washington State Energy Code Form #H -7 / ,/ N.V./N.C. over 2,000 CFM (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). t� Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code. i 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. NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced, T1*E , •oGomp4r'S a vcre -P 6ffe.N Rh (301.60#164. Peee•rA'T MX., t °OO 0 (4 RESIDENTIAL: Two complete sets of attachments required with application submittal Sul)r►►ill.►l R'•rluu e► eat s w Single Family Redden Chan . e -out or re . lacemenf of exlstin : mechanical e , ui , ment Narrative of work to be done, Including modification to duct work. Installation of Gar Fire lace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by o 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. sti) 1.1'4 Heat Toss calculations or Form H -6. Equipment specifications. Chan . e -out or re . lacemenf of exlstin : mechanical e , ui , ment Narrative of work to be done, Including modification to duct work. Installation of Gar Fire lace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by o 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. sti) 1.1'4 tt" TUKWIL1 AA Ober, R98003U$ .A mii1h s (''� ,.('� TRANSMIT 12 *#* T * * *A *Ai *,s ****A�a,��i #,s** �►#, 05.62 06/21/00 140.55 Methods CHECK Hita4: i on w II(J Ffit 'rN NECH xn its WER +..... A a. ...._._ Nr.w rai w•... .r as .�, err.. .. r.... .. •r,r a.,.t.M.r.r.*Y. wy..rw a.raw.w .... ... T p "1rit, Nisi N2OOO Obi : Types H -aMECH • MECHANICAL PLkMIT f'Arcot'. Nos 2/1600 -0020 ii I t t Addrhesi s 12692 t3A•f WWY DR z Total I"aaa: fit i¢ Payment rnisnt 05.62 Total ALL. ptott s !Wanes: * *i s.*** *44***** c+:ou`rit I:rad. Description 00/345 030 PLAlNCt'CCK - MINES VOV /022 .. 1 OO NeCNANfl:ffl. a NOWRES 620.75 620.tV .bv * * *A# * ** Amourit 17.1.2 60.50 '. t .. i1 I.i . a M N Ni i.+ s a. . 4. .... Y M ra . r a .... . .a W a ... b .. M ... !s s r :. •. . A 0,44 /14 ,4 k * A*** * it * i4 a** ,b **A R A fi :A l A.:4 4 A ,,1, 4 A /r .h k .A A Ot k A . s4 t Or I INILA. 14A . k► f�F ,�4 JIf4* #k+44 4.6*A* A AA AA*A*AAA4a*k,t AkkkbA*4* A* l N8p 7 P1uItb *r9 R10002 0 ,Amount ;: 543.13 03/3L/00 12:04 I*� 0 n M whodr CHECK Notation: ion: HOFFMAN CONSTRUC In`t Fa mu: tamer. x+ .lr...r.far*+.!<•.rr..rt.... r,sa.. ..,r. l........,“ .. ........a,,,....,. ...r. ..a,a. • i � . l Y. 100M Npt M7000..061 Typo: 11 MI:CIi MECHANICAL PERMIT Pur* e tIci 271600-0020 f` c .A%cldr 0403 12602 OATLI1f1? OR Tot4l Foot:: 540.1J �+mot it 54:1. 13 1 c. t'a l ALL Plotut 543,13 I M1itnces .tiO ii0 * * * * A **AAA#AA 0AA00**A *A4004AA***“*AO*44Ak AA *A A*4040A count ( :l. du Iii ocr 1 pt i uiti AA (writ i`GOt3.4G.tl ti PLAN Ct CCE ., NONRE5 100.63. 00/ 322 « 100 MECHANICAL NQNI?1•'I3 414.50 . a !. 1 1 M .tit r...:1 • I.... .. }f; . .. w .. - 1. T .• V ... p.. a .. M................ fw • a. M Il i M. . .. 1... r. , : r + w... _ .* a.. a Itx INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PEWIT NO, (206)43-1- 670 Special instructions: Approved per applicable codes. (J Corrections required prior to approval. COMMENTS: Inspector: (101111AWd..1401 If47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Cali to schedule reins action. Date: Date: Receipt 45; ; 1 I INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION REC C I ell Retain a copy with permit PERMIT NO (206)431-3670 Project: Type of Inspection: . ... Address: Da e cal ed: ......, Special instructions: /e '340 Date wanted: w •..ff., a.m, 4A" Requester: Phone: Approved per applicable codes. Jorrecttons required prior to approval. 111111111M619. 11111111111111111111111AMIPAT -M111111111 IMEMINUMMIFINEMI. 111111111111101MIINIMMIL111111•111111111111111111111 Inspector: Date: 0 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be pald at 6300 Southcenter Blvd Suite 100. Call to schedule reins ection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. Project: Type of Ins action: Address: .- :.,w .... Date called: Special nstructions: / :CO Date wanted' a.m. Requester: Phone: 41 - 1 Approved per applicable codes. Corrections required prior to approvals. COM ENTS& $47, REINSPECTION at 6300 Southcenter Blvd, Receipt No: PREQUIRED. Prior to inspection, fee must be paid Suite 100. CaII to schedule rains ' ection. Date: r 14 ':. .i Yiwaw'r-i'.1S +i4rAxr j "1+s'r +w"Y;'i •JtS4M v City of Fire Department TURNYLA FIRSDIPARTMRNT FINAL APPROVAL FORM Project Name e�'' Address Permit No John W Rants,, Mayor Thomas P. Keefe, Rie Chief Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: :77::!: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: uthorized Signature Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax: (206) 575 ,4439 INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY'OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO, (206)431-3 Project; Type o 1 s . e Lion: .. 44 s . Address: Date called: Special instructions: /6) .. 3 0 \ ,° \ Date wanted: Requester: Phone: t ,,„ ftr45 Appravediper applicable codes. Corrections required prior to approval. COMMENTSI $4 : REINSPECTION EE REQUI ' ED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd, Suite 100. Call to schedule ruins action. INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Project: ,. Type of In pe • : Address: Date r . le • : Special instructions: ve /t24LM Date wanted: 2. ,,e, Requester :, Phone: Approved per applicable codes. Corrections required prior to approval. fill~".111 s47. EINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter @Iv•" Suite 100. CaII to schedule ectIon. Receipt No: Datgi., ... Inspector: Data: i§ ge INSPECTION RED Retain a copy with permit f INSPECtION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9811 (206)431 -3670 Project: T of Inspection: Address: Date called: Special instructions: • Date wanted: I '2..- 11° DO a,m. . . ester: Phone: El Approved per applicable codes. % Corrections required prior to approval. COMMENTS: /716/4,( • of • � ! 1111111WAIEMINIANIII _UMW Inspecto r: 4 spy - $4 EINSPECTION fi REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd, Suite 100. Cali to schedule reins ' action, Date: Receipt No Date: INSPECTION RECORD Retain a ropy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Pro) • ct: Ty. • 0 Inspe ion: •��1 fi t: {� 1 kiiii iw .„ A 1 Ad • r ss: Date called: Special instructions: Date want; iar . w CIO „ ..m. , Requester: STENt g. Le14c; Phone: EApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, tee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reins • ection. Receipt No: Date: F INSPECTION RED Retain a ropy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT N(5. (206)431 -3670 Prole t Type of inspection: CC_ cu ri Address: j� ...., . _.A . 1L .wl � . D a called: t� • ,. 0V Specia instructions: j Date wanted: 0 A R : , uester: AL J P one: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1177),i� r. _ ,y � El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reins ' action. Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RD Retain a copy with permit A 2a PERMIT NO. (206)431 -3670 Project: y Type of Inspection: e C Gj Address: =" Date called: Spe al instructions: *' • ate wanted: -% . , Requester: P one: pproved per applicable codes. COME 1 ENTS: Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTIO ISE REQUIRED. Prior to inspection, toe must be paid at 6300 Southcenter Blvd. Suite 100. Cali to schedule reins . ection. Receipt No: Date: cool r.' �s p . IN5PEC?ION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431 -3670 Project: ,C 1 1 Type of Inspection: Address: _ •m .. Date called: ir)+._ pec al nstructions: / 4 2.-- Date wanted: I 0)9' 00,�� '.atiL Requester: v ,i . •i pproved per applicable codes, Corrections required prior to approval. $4 NO REINSPECT "+ N FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd, Suite 100. Call to schedule reins.ection. Receipt No: Dates INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RE D Retain a copy with permit Pro ect: .� Special instructions: �. ...ten' PERMIT NO. (206)431-3670 Type a Ins ection: Date called: Date wanted: Requ Phone: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,.i _.: 1 S P t:' S n.G ! . 1 4 • 41' I(. A I rti,. t $47.00 REINSPECTION ESE REQUIRED. Prior to inspects • n, fee must be paid at 6300 Southcenter Blvd, Suite 100. Call to schedule reins' action. Receipt No: Date: (3§ • INSPECTION RED Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I (14CO3-C(01 PERMIT NO. (206)431 -3670 ;t � l 1 . . IPA � , , Typ • of ins' :, lion: . ,A A +.rest Dae aled: Special instructions: Dat w : Sy? Req • r: AP SIP Approved per applicable codes, Corrections required prior to approval, 7.00 RFINSPECTION ESE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. CaII to schedule reins'ection, Receipt No: Date: • Article 645 • h...,rmation Technology Equipment 797 glee Figure 640.3 for an example of portable equip- bent racks used for a temporary installation. Nun 840.3 Portable equipment racks of composite wood/ literal construction used for temporary audio Installations, (Bose oip.) 640.44. Environmental Protection of Equipment. Tom - potnry outdoor, unsheltered placement or use of portable equipment not listed for the purpose shall be permitted only whore appropriate protection of such equipment from ad- verso weather conditions is provided to prevent risk of fire or electrical shock. Where the system is intended to remain operable during adverse weather, arrangements shall be made for maintaining operation and ventilation of heat dissi- puing equipment. ection 640 -44 recognizes that most audio equipment d in temporary audio systems is not listed for use an outdoor environment. Section 640 -44 allows the ;e of such equipment provided an appropriate fans of protection can be provided to protect the uipment from anticipated adverse weather condi- ns. figure 640.4 depicts the initial stage of a temporary Vdio system installation. Temporary audio system tallation requirements are covered in detail in Part -of Article 640. National Electrical Code Handbook 1999 Figure 640,4 Temporary Installation of loudspeakers and a pop table equipment rack. (Bose Corp.) 640.41 Protection of Wiring. Where accessible to the public, flexible cords and cables laid or run on the ground or on the floor shall be covered with approved nonconductive mats. Cables and mats shall bz arranged so as not to present a tripping hazard. 640.46. Equipment Access. Equipment likely to present a risk of fire, electrical shock, or physical injury to the public shall be protected by barriers or supervised by qualified personnel ao as to prevent public access. Article 645 -- Information Technology Equipment Contents 645 -1. Scope 645.2. Special Requirements for Information Tech - nology Equipment Room 645-5. Supply Circuits and Interconnecting Cables (a) Branch- Circuit Conductors (b) Connecting Cables (c) Interconnecting Cables (d) Under Raised Floors (e) Securing in Place 645-6. Cables Not in Information Technology Equipment Room 645 -7. Penetrations 645 -10. Disconnecting Means 645 -11. Uninterruptible Power Supplies (UPS) 645 -15. Grounding 645 -16. Marking 645.1. Scope. This article covers equipment, power - supply wiring, equipment interconnecting wiring, and grounding of information technology equipment and systems, including 798 Chapter 6 • Special Equipment terminal units, in an information technology equipment room. The term information technology equipment replaces other terms that describe computer -based business, personal, and industrial equipment. This terminology is also used by UL 1950, as well as international stan- dards, as a more inclusive term for the equipment being addressed by Article 645. FPN: For further information, see Standard for the Protection of Electronic Computer/Data Processing Equipment, NFPA 75-1995. 645-2. Special Requirements for Information Tech- nology Equipment Room. This article applies, provided all the following conditions are met, (a) Disconnecting means complying with Section 645 -10 are provided. (b) A separate heating /ventilating/air - conditioning (HVAC) system is provided that is dedicated for information technol- ogy equipment use and is separated from other areas of occupancy. Any HVAC system that serves other occupancies shall be permitted to also serve the information technology equipment room if flre/smoko dampers are provided at the point of penetration of the room boundary. Such dampers shall operate on activation of smoke detectors and also by operation of tho disconnecting means required by Section 645.10, FPN: For further information, see Standard for the Protection of Electronic Computer /Data Processing Equipment, NFPA 75-1995. (c) Listed information technology equipment is installed. FPN: For Anther information, sce Standard for the Protection of Electronic Computer /Data Processing, Equipment, NFPA 75-1995. (d) Occupied only by those personnel needed for the mainte- nance and functional operation of the installed information technology equipment. FPN: For further information, sae Standard for the Protection of Electronic Computer /Data Processing Equipment, NFPA 75.1995. (e) The room is separated from other occupancies by fire - resistant -rated walls, floors, and ceilings with protected openings. (0 The building construction, rooms, or areas and occu- pancy comply with the applicable building code. The requirements in Article 645 are based on the assumption that the room complies with NFPA 75- 1999, Standard for the Protection of Electronic Computer/ Data Processing Equipment, Article 645 applies only to equipment and wiring located within the information technology equipment; room. An information technology equipment roontia is an enclosed area, with one or more means of entrq that contains computer -based business and indus=r trial equipment. It is designed to comply with thei special construction and fire protection provisions of/ NFPA 75 -1999, Standard for the Protection of Electron {d; Computer /Data Processing Equipment, as well as Section 645 -2 of the Code, a Small terminals, such as remote telephone ternii- i nal units, remote data terminals, personal computers, and cash registers in stores and supermarkets, are 1 not covered by Article 645. 645.5. Supply Circuit and Interconnecting Cables. (a) Branch- Circult Conductors, The branch - circuit con- ductors supplying one or more units of a data processing system shall have an ampacity not less than 125 percent of the total connected load. (b) Connecting Cables. The data processing system shall be permitted to be connected to a branch circuit by any of the following means listed for the purpose. (1) Computer /data processing cable and attachment plug cap. (2) Flexible cord and an attachment plug cap. (3) Cord set assembly. Where run on the aurfaco of the floor, they shall be protected against physical damage, (c) Interconnecting Cables. Separate data processing units shall be permitted to be Interconnected by means of cables and cable assemblies listed for the purpose. Where run on the surface of the floor, they shall be protected against physical damage. (d) Under Raised Floors. Power cables, communications cables, connecting cables, interconnecting cables, and recep- tacles associated with the information technology equipment shall bo permitted under a raised floor, provided tho follow- ing. (1) The raised floor is of suitable construction and the area under the floor is accessible. FPN: See Standard for the Protection of Electronic Computer /Data Processing Equipment, NFPA 75- 1995. (2) The branch - circuit supply conductors to receptacles or Held -wired equipment are in rigid metal conduit, rigid nonmetallic conduit, intermediate metal conduit, elec- trical metallic tubing, metal wireway, surface metal race' way with metal cover, flexible metal conduit, liquidtrgbt flexible metal or nonmetallic conduit, Type MI cable, Type MC cable, or Type AC cable. These supply conduc- tors shall be installed in accordance with the require' ments of Section 300-11. :Vatingttl Electrical Code fhuuliwo;: Article 645 • information Technology Equipment 799 ranch- circuit conductors installed under the raised oor of an information technology equipment room any of the wiring methods listed in Section 645 - (d)(2) are required to conform to the specific article r the wiring method used. In addition, Article 300 plies, except where modified by Article 645. For ple, Section 300 -11 requires raceways and boxes be securely fastened in place, even though they e installed below a raised floor. (3) Ventilation in the underfloor area Is used for the infor- mation technology equipment room only. (4) Openings in raised floors for cables protect cables against abrasions and minimize the entrance of debris beneath the floor. (5) Cables, /with (a than those anndC �) below, and listed as Type DP cable having adequate fire- resistant charac- teristics suitable for use under raised floors of an infor- mation technology equipment room. (a) Interconnecting cables enclosed in a raceway. (b) Interconnecting cables listed with equipment man - ufactured prior to July 1, 1994, being installed with that equipment. (c) Cable typo designations Type TC (Article 340); Types CL2, CL3, and PLTC (Article 725); Types NPLF and FPL (Article 760); Types OFC and OFN (Article 770); Types CM and MP (Article 800); Type CATV (Article 820). These designations shall be permitted to have an additional letter P or R or G. Green insulated single conductor cables, No. 4 and larger, marked "for use in cable trays" or "for CT use" shall be permitted for equipment grounding. fiction 645- 5(d)(5) requires interconnecting cables d under raised floors (other than branch - circuit ''doctors) to be listed u 'type DP cables. Cables ted as part of equipment manufactured before the *fective date of July 1, 1994, were not required to be led. Cables in raceways are also exempt. Section -5(d)(5)(c) allows cables that pass the Vertical Tray me Test, ANSI /UL 1581 -1991, or the Vertical Flame _ Cables in Cable Trays, CSA C22.2 No. 0.3 -M- . 2, where not more than 4 ft of cable is damaged u3ng the CSA test, to be Installed under raised _ vs of computer rooms. Section'645- 5(d)(5)(c) now ognizes Type DP cables that satisfy the tests speci- d above. • FPN: One method of defining fire resistance is by establishing that the cables do not spread fire to the top of the tray in the "Vertical Tray Flame Test" refer- enced in the Standard for Electrical Wires, Cables, ,National Electrical Code Handbook 1999 and Flexible Cords, ANSUUL 1581 -1991. Another method of defining fire resistance is for the damage (char length) not to exceed 4 ft 11 in. (1.5 m) when performing the CSA "Vertical Flame Test --- Cables in Cable Trays," as described in Test Methodr for Electrical Wires and Cables, CSA C22.2 No. 0.3 -M- 1985. (e) Securing in Place. Power cables; communications ca- bles; connecting cables; interconnecting cables; and asso- ciated boxes, connectors, plugs, and receptacles that are listed as part of or for, information technology equipment shall not be required to be secured in place. 645.6. Cables Not in Information Technology Equip- ment Room. Cables extending beyond the information tech- nology equipment room shall be subject to the applicable requirements of this Code. FPN: For signaling circuits, refer to Article 725; for fiber optic circutu, refer to Article 770; and for com- munications circuits, refer to Article 800. For fire alarm systems, refer to Article 760. 645.7. Penetrations. Penetrations of the fire•resistant room boundary shall be in accordance with Section 300.21. 645.10. Disconnecting Means. A means shall be provided to disconnect power to all electronic equipment in the infor. mation technology equipment room. There shall also be a similar means to disconnect the power to all dedicated HVAC systems serving the room and cause all required fire/ smoke dampers to close. The control for these disconnecting means shall be grouped and identified and shall be readily accessi- ble at the principal exit doors. A single means to control both the electronic equipment and HVAC systems shall be permitted. Section 645-10 requires two separate disconnecting means, but permits a single control, such as one push- button, to electrically operate both disconnecting means. The disconnecting means is required to dis- connect the conductors of each circuit from their sup- ply source and close all required fire /smoke dampers. See the definition of disconnecting means in Article 100. The disconnecting means is permitted to be remote - controlled switching devices, such as relays, with pushbutton stations at the principal exit doors. The requirements of Sections 645 -10 and 645 -7 for sealing penetrations are intended to minimize the passage of smoke or fire to other parts of the building. Exception: Installations qualifying under the provisions of Article 685. 645.11. Uninterruptible Power Supplies (UPS). Unless otherwise permitted in (a) or (b), UPS systems installed within the information technology room, and their supply and output circuits, shall comply with Section 645.10. The 100 Chapter 8 • Special Equipment disconnecting means shall also disconnect the battery from its load. (a) Installations qualifying under the provisions of Article 685. (b) A disconnecting means complying with Section 645 -10 shall not be required for power sources capable of supplying 750 volt- amperes or less derived either from UPS equipment or from battery circuits integral to electronic equipment, provided all other requirements of Section 645 -11 are met. 645.15. Grounding. All exposed noncurrent- carrying metal parts of an information technology system shall be grounded in accordance with Article 250 or shall be double insulated. Power systems derived within listed information technology equipment that supply information technology systems through receptacles or cable assemblies supplied as part of this equipment shall not be considered separately derived for the purpose of applying Section 250.20(d). Where signal reference structures are installed, they shall be bonded w the equipment grounding system provided for the information technology equipment. The last sentence of Section 645 -15 was added for the 1999 Code to recognize that properly bonded high - frequency signal reference structures provide addi- tional safety measures. FPN No. l: The bonding and grounding requirement' In the product standards governing this listed equip- ment ensure that it complies with Article 250. FPN No. 2: Where isolated grounding -type recepta- cles are used, seo Sections 250.146(d) and 410-56(c). 645.16. Marking, Each unit of an Information technology system supplied by a branch circuit shall be provided with a manufacturer's nameplate, which shall also include the Input power requirements for voltage, frequency, and maxi- mum rated load in amperes. Article 650 --- Pipe Organs Contents 650 -1. Scope 650 -2, Other Articles 650-3. Source of Energy 650.4, Grounding 650.5. Conductors (a) Size (b) Insulation (c) Conductors to Be Cabled (d) Cable Covering 650 -6. Installation of Conductors 650.7. Overcurrent Protection 650.1. Scope. This article covers those electrical circuits and parts of electrically operated pipe organs that are cm- ployed for the control of the sounding apparatus and key. boards. 650.2. Other Articles. Electronic organs shall comply with the appropriate provisions of Article 640. 650.3. Source of Energy. The source of power shall be a transformer -type rectifier, the dc potential of which shall not exceed 30 volts dc, 650.4. Grounding. The rectifier shall be grounded ac- cording to the provisions hi Section 250.112(b). 650.5. Conductors. Conductors shall comply with (a) through (d). (a) Size. Not less than No. 28 for electronic signal circuits and not less than No. 26 for electromagnetic valve supply and the like. A main common -return conductor in the elec. tromagnetic supply shall not be less than No. 14. Note that No. 14 wire is required only for a math common return conductor in the electromagnetic? supply. (b) Insulation. Conductors shall have thermoplastic or thermosetting Insulation. (c) Conductors to Be Cabled. Except for the common• return conductor and conductors Inside the organ proper, the organ sections and the organ console conductors shall be cabled. The common -return conductors shall be permitted under an additional covering enclosing both cable and return conductor, or shall be permitted as a separate conductor and shall be permitted to be in contact with the cable. (d) Cable Covering. Each cable shall be provided with an outer covering, either overall or on each of any subassem- blies of grouped conductors. Tape shall be permitted in place of a covering, Where not installed in metal raceway, rho covering shall be flame retardant or the cable or each cable subassembly shall bo covered with a closely wound fireproof tape. 650.6. Installation of Conductors. Cables shall be se- curely fastened in place and shall be pemtitted to be attached directly to the organ structure without insulating supports. Cables shall not be placed in contact with other conductors. Insulating supports are not required; however, me sines should be taken to prevent contact between cables and conductors of other systems. 650-7. Overcurrent Protection. Circuits shall be arranged so that all conductors shall be protected from overcurreat by an overcurrent device rated at not more than 6 amperes. Exception: The main supply conductors and the common' return conductors. 1999 National Electrical Gide Handle MASON INDUSTRIES SEISMIC RESTRAINT GUIDELINES FOR SUSPENDED PIPING, DUCTWORK AND ELECTRICAL SYSTEMS Second Edition, 1999 (with OSHPD Approval) FILE COPY �I M Zood- 06 i Copyright, Mason Industries Inc., 1999 on of Nom MAR 1 6 2000 PERMIT CENTER ig MASON INDUSTRIES, Inc. Manilaehavre of /*c i ns Control /Voduaa 350 Rebro Drive 2101 W. Crescent Ave„ Suite D Hauppauge, �28211e5 Anaheim, 1, 415354121101 Ilmom,___ FAX 5151341 4219 FAX 11416354138 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 um 'Valid for 3 Years Ma Imum Alto A N V4r Hill Staehlln 016 634. 362 1 . Page 1 Dhlru Mali Stru Structural Engineer California SE No. 2811 ig Special Note for Engineers Specifying These Guidelines: These guidelines provide general seismic restraint requirements and details for suspended piping, ductwork and electrical systems. Prior to installation, the support and seismic restraint locations shall be verified by the engineer responsible for the design of the structure. Any deviation from the information presented shall be resolved in accordance with standard engineering practice and be approved by the enforcement agency. These guidelines may be used for any seismic horizontal acceleration input up to 2.0g. However, component sizes are based on Allowable Stress Design (ASD). Building Codes (Le. 1997 UBC, 2000 IBC, etc.) are changing to Strength Design based acceleration inputs. To use these guidelines for Strength Design acceleration inputs, divide the seismic horizontal acceleration by the appropriate factor stated in the applicable code to reduce it to an ASD based input. For example, if design is based on the 1997 Uniform Building Code, divide the seismic horizontal ' acceleration input Fp, as determined In Section 1632, by 1.4 and use the resulting acceleration in these guidelines. (e,g. If Fp = 2.1g based on 1997 UBC, use Fp = 2.1g/1.4 = 1.5g in these guidelines.) Recommended Specification: All suspended piping, ductwork, conduit and cable treys* shall be provided with seismic sway braces in accordance with the Mason Industries Seismic Restraint Guidelines for Suspended Piping, Ductwork and Electrical Systems and the applicable codes". Seismic sway braces shall consist of galvanized steel aircraft cables or steel angles /channels. Steel aircraft cables shall be prestretched to establish a certified minimum modulus of elasticity. Cables braces shall be designed to resist seismic tension Toads and steel braces shall be designed to resist both tension and compression loads with a minimum safety factor of 2. Brace end connections shall be steel assemblies that swivel to the final Installation angle. Do not mix cable and steel braces to brace the same system. Steel angles, when required, shall be clamped to the threaded hanger rods at the seismic sway brace locations utilizing a minimum of two ductile iron clamps. The bracing system shall have an Anchorage Preapproval "R" Number from OSHPD In the State of California verifying Its capability to resist seismic forces. Cable brace assemblies shall be Type SCB, steel brace assemblies shall be Type SSB, rod clamps shall be Type SRC, pipe clevis braces shall be Type CCB and multiple anchor load distribution brackets shall be Type SLDB all as manufactured by Mason Industries, Inc. *Modify to meet scope of engineer's responsibility. *`Modify to Include all applicable codes. MASON INDUSTRIES, Inc. lannfoolu ro of Ylkohon Control Product, 350 Rabro Drive 2101 W. Crescent Ave Suite D Hauppauge, NY 11188 Anaheim, CA 92101 5161348 4262 71415354121 FAX 5161348.0218 FAX 11415354138 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 *Valid for 3 Yews Ma Imum Alirig ■ .�, Staging) Bill Sta (916) 654 -3362 . , OITYVIZZIK 1 6 2� }t, t 2 CI;N s,t.„ Mali MAR Structural Engineer California SE No /11 PgaI; • TABLE OF CONTENT;, General Notes Design Procedure for Individually Supported Systems Design Procedure for Trapeze Supported Systems Layout of Seismic Bracing "12 Inch Rule" For Pipes, Conduits or Cable Trays "12 Inch Rule" For Ductwork Seismic Restraint Guidelines for Individually Supported Systems Vertical Rod Stiffener Guidelines for Individually Supported Systems Minimum Size of SCBH, SCB and SSB Seismic Restraint Details for Individually Supported Pipe /Conduit Seismic Restraint Guidelines for Individual/Trapeze Supported Systems Vertical Rod Stiffener Guidelines for Individual/Trapeze Supported Systems Trapeze Support Member Guidelines Upper Support Member Guidelines for Suspended Rectangular /Oval Ductwork Seismic Restraint Details for Trapeze Supported Pipe /Conduit Seismic Restraint Details for Trapeze Supported Rectangular /Oval Ductwork Seismic Restraint Details for Round Ductwork Seismic Restraint Details for Trapeze Supported Cable Trays Vertical Rod Stiffener Details Seismic Cable Brace(SCB) or Seismic Solid Brace(SSB) Attachment Details Required Clearance Details for SCBH /SSB Attachment to Duct Support Rod Guidelines for Seismic Solid Brace(SSB) Locations Support Rod Attachment Details Pipe and Conduit Weights Duct Weights Pipe Risers Components APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March /1,1999 *Valid for 3 Years Maximum Bill Stashlin (410) 054.3'302 Page(s) 4 to 16 17 to 20 21 to 25 26 to 29 30 31 Al to A4 B1 B2 C1 to C9 D1 to D4 El to E2 E3 E4 F1 to F9 F10 to F18 F19 to F27 F28 to F33 G1 111 to H13 H14 K1 to K4 L1 to L6 M1 to M3 N1 to N10 R1 X1 to X10 MASON INDUSTRIES, Inc. Nia uminn q i IWI) Conbsl /*luck 350 Naive Drive 2101 W. Crawl Ave., Suite 0 Hauppauge, NY 11711 Anaheim, CA 02101 51N34$ 0212 7141535.2721 FAX 51113454271 FAX 11415354735 _214Aeleiliet iCRY Of ft Dull MAR 1 Structural ral Engineer California SE No. 2811 mirage TUKWILA 62 1 g GENERAL NOTES 1. These guidelines are designed to meet the requirements of the 1998 California Code of Regulations(CCR), Chapter 16 for essential facilities, the 1997 Uniform Building Code(Refer to Page 15), the 1996 Building Officials Code Administration, the 1997 Southern Building Code Congress International and any other horizontal acceleration input. They address seismic sway bracing for suspended pipe, duct or electrical systems and vertical risers for up to a five story building, Riser supports must be engineered individually for six story and higher buildings. 2. For California hospitals designed in accordance with the 1998 CCR, all restraints and their anchorages must be capable of restraining horizontal accelerations as follows. For nonstructural components: Fp = Seismic Horizontal Force = Z x 1 x Cp x Wp Z = Zone Factor = 0.3 for Zone 3, 0.4 for Zone 4 I = Importance Factor = 1.5 for Essential Facilities Cp = Horizontal Force Factor = 0.75 for Mechanic& /Electrical Systems Wp = Operating Weight of Pipe, Duct and /or Electrical Systems Therefore, FD m tA.34aI jorgtA Note: The Engineer of Record shall determine the horizontal acceleration for non - California hospital projects when using these guidelines. 3, A complete description on how to use these guidelines is provided on pages 17 to 29. It Includes specific examples for both using the enclosed details /charts and layout of bracing for Individual and trapeze supported systems Notes on Seismic Bracing: 1. These guidelines list Installations which may be excepted from bracing, However, the engineer of record shall be responsible for determining whether to allow the exceptions, 2. Each straight pipe, duct or electrical run with two or more supports requires a minimum of two transverse braces (perpendicular to the run). (Option: A longitudinal brace on the opposite side of an elbow or tee may act as a transverse brace. Refer to the layout examples detailed on pages 26 to 29,) 3. Each straight pipe, duct or electrical run requires a minimum of one longitudinal brace (parallel to the run). (Option: A transverse brace on the opposite side of an elbow or tee can sometimes act as a longitudinal brace. Refer to the layout examples detailed on pages 28 to 29,) MASON INDUSTRIES, Inc. Yerir(/aoharn of iflntion Cowan hyoids 350 Rebro Drive 2101 W. Crescent Ave., Suite 0 Hauppauge, 02Y 1211e9 Anaheim, 1Y5 21221101 FAX 516/3414219 FAX 1145354138 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 for 3 Y 'Valid foear, Ma Imum :',4, .,i- ■. I .• e }�• . _ • WO �`1`4 Bill Staehlin (910) 654 • 62 , �r�R��� �• .KNIT CENTER Dhlru Mall Structural Engineer California SE No. 2811 • £NERAL NOTES (continued) 4. Transverse and longitudinal braces shall be installed up to 45 degrees or 1(Vert.) :1(Horiz.) brace angle ratio from horizontal. Brace spacing or maximum weight per foot (meter) can be reduced to allow up to 1.5:1 or 2:1 brace angle ratios. Consult Mason Industries for braces installed at an angle higher than a 2 :1 ratio. 5. Seismic bracing may consist of solid bracing designed to accept loads in tension and compression or cable bracing designed to accept tension loads only. Each brace method requires a vertical hanger at or within 4 inches (102 mm) of their attachment to the mechanical or electrical system. The vertical hanger may or may not require stiffening or additional anchorage to the structure (Refer to Notes on Supports). 6. Do not mix solid bracing with cable bracing in the same direction on any run of a mechanical or electrical system. 7. Do not brace a system to two different parts of a building which may act differently in response to an earthquake. For example, avoid connecting a transverse brace to a wall and a longitudinal brace to a floor or roof at the same brace location. 8. Systems with significant thermal motion shall be designed on a case by case basis by a professional engineer familiar with both seismic loading and thermal expansion. 9. Seismic brace requirements for Individually supported and trapeze supported systems including maximum transverse and longitudinal spacing; aircraft cable and solid brace member size; and attachment to the building structure are tabulated in Sections A and D, respectively. 10. Seismic brace requirements for a trapeze supported system In Section D are based on the maximum total weight per foot (meter). In addition, the maximum total weight per foot (meter) In Section D can be used to determine seismic brace requirements for individually supported systems. Note: If the toad on the trapeze is not equally distributed to each support rod, the maximum total weight per foot (meter) used to determine longitudinal brace requirements must be equal to 2 times the maximum loaded rod, 11. All components supported by a trapeze member must be clamped or bolted down to the trapeze. Pipes set in rollers or other thermal expansion supports only require clamping at seismic brace locations designed to prevent uplift but allow for thermal motion. Friction connections must have approved or tested values, such as strut nuts and bolts torqued to manufacturer's requirements. 12. Multiple or stacked trapezes that share support rods must be braced independently from one another. Each section of threaded rod between trapezes and /or the building structure Is subject to vertical stiffening requirements of pages El or E2 (Refer to Notes on Supports). MASON INDUSTRIES, Inc. NO$W/aftWIr► 0/ f"ibnh'on Control /Wok 350 Rebro Drive 2101 W. Crescent Ave., suite D Hauppauge, 211!5 Anaheim, 153CA21!01 515131! -0202 710535.2721 FAX 516/3404219 FAX 11415354138 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 �,,� •Valid for 3 Years Ma imum Mr`,.��"'�t' CrH� C . • `.���� r 8018taehIIn (916) 654. * 382 • �''r r �,e r CIF TUKWILA 1 6 5o ,....Y.. Dhiru Mali A! Structural Engineer California SE No. 2811 PP ...ENERAL NOTES (continued) 12, Vertical drops from suspended systems to equipment (or flexible connectors where applicable) may be braced using the transverse and longitudinal braces in this manual. Note: Do not exceed Y of the maximum brace spacing as measured from the seismic brace to the equipment or flexible connector when bracing vertical drops. (Refer to Layout of Seismic Braces, page 29) 13. Any system which crosses a building separation or seismic joint must be designed to accommodate 2 times the joint width displacements or as specified by the engineer of record for approval by the enforcement agency. Notes on Supports: 1. Where the seismic brace system incorporates the use of a threaded vertical hanger rod designed to carry gravity loads only, additional anchorage and /or stiffening may be required as detailed. General support of pipe, duct and electrical systems to carry gravity loads shall be determined by the engineer of record and /or mechanical, plumbing or electrical code requirements, The use of "C- Clamps" designed to attach threaded rod to one side of a steel beam flange shall not be used unless they are provided with a restraining strap or hook to the opposite beam flange. 2. Support rod capacity and its anchorage to the structure is an Important part of a solid bracing system, Solid braces shall not be attached to existing systems or support rods designed for gravity loads unless they are checked for Increased tension Toads. Section K of these guidelines tabulates the seismic tension load applied to the support rod at solid brace locations, 3, Threaded vertical hanger rods where seismic sway bracing is attached may require stiffening, A vertical rod stiffener consists of a steel angle cut to the appropriate length attached to the threaded rod with a minimum of two Seismic Rod Clamps (Mason Type SRC) spaced at the maximum SRC spacing tabulated on pages B1, El, E2 and X6. Installation of the threaded vertical hanger rod, with or without a stiffener, must conform to the details on page 01 including maximum distance to the SRC from each end. Vibration isolation hangers (neoprene, spring, or combination of the two) must be installed within 3/8" (10 mm) of the structure with a vertical limit stop 1/4" (8 mm) from the underside of the hanger housing, Page B1 tabulates the maximum unbraced rod length (the maximum length of the rod allowed without a stiffener) and the maximum braced rod length (the maximum length of the rod allowed with a stiffener) for up to 24" (810 mm) diameter pipe (or the tabulated maximum weight per foot (meter) of an individually supported system), Pages El and E2 tabulate the same information for trapeze supported systems. Page El is based on SCB /SSB size and rod diameter, and page E2 Is based on maximum total weight per foot (meter) and rod diameter, Jr MASON INDUSTRIES, Inc. Nani/acharn of Vibration Control Products 350 Rabro Drive 2101 W. Crescent Ave„ Suite 0 Hauppauge, NY 11788 Anaheim, CA 12801 5161348 4282 7141535.2721 FAX 5161348 .0218 FAX 71415355738 • I h...a 0A Dhiru Mali Structural Engineer California SE No. 2811 PE OF MORA 1 6 2000 I'P C6EP APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 'Valid for 3 Years Ma imum ,v 1 7 k4,1P Bill staehlin (916) 654 382 Jr MASON INDUSTRIES, Inc. Nani/acharn of Vibration Control Products 350 Rabro Drive 2101 W. Crescent Ave„ Suite 0 Hauppauge, NY 11788 Anaheim, CA 12801 5161348 4282 7141535.2721 FAX 5161348 .0218 FAX 71415355738 • I h...a 0A Dhiru Mali Structural Engineer California SE No. 2811 PE OF MORA 1 6 2000 I'P C6EP L...:NERAL NOTES (continued) 4. Vibration isolation hangers at seismic sway brace locations must be installed with the top of the hanger housing flush with the structural support surface. In the case of combination spring and neoprene hangers (Mason type PC3ON), a space of up to 3/8" (10 mm) between the top of the hanger housing and the structure due to the deflection of the neoprene element is acceptable, as detailed throughout these guidelines. 5. Trapeze supports shall consist of steel angles, back to back channels, or 12 gauge (2.7 mm) single or double channel strut. Determine trapeze size based on Toad and spacing between vertical supports on page E3. Threaded rods shall attach to the trapeze with nuts and washers on both the top and bottom. Notes on Seismic Cable Bracing: 1. Cables shall be prestretched galvanized 7 x 19 strand core aircraft cable with no limit to their Installed length. Note; Horizontal accelerations defined in general note 2 or by applicable code must be multiplied by 2 if non - prestretched cable Is used. 2. Cables shall be installed such that the only visible slack is that due to cable sag. Cables shall not support gravity loads. 3. Cables shall be attached to both the mechanical /electrical system and the structure using the seismic cable brace components (Mason Type SCB (H,V). Refer to pages X1, X2 and X3). 4, The SCB cable bolts shall be Installed per the torque requirements tabulated on pages X1, X2 and X3. 6, The SCBH component can be used for attachment directly to the threaded vertical hanger rod used for supporting system gravity Toads as detailed In Sections C and F. 6, The SCBV component can be used for attachment to steel beams In Ileu of bolting or welding as detailed on page H12. Note; Installation of the SCBV must be perpendicular to the steel beam. Notes on Seismic Solid Bracing: 1, Solid bracing members shall be steel angle or 12 gauge (2,7 mm) channel strut. The charts in sections A and D tabulate the minimum solid brace size based on a maximum solld brace length of 9' -6" (2.9 m). The chart on page X4 allows for a different solid brace member size if the maximum Installed length Is 5' -0" (1.5 m) or 14' -6" (4.4 m). ir MASON INDUSTRIES, Inc, ila titaoharrs of Vibration CROW heath 350 Rabro Drive 2101 W. Crescent Ave., Suite D Hauppauge, NY 11711 Anaheim, CA 12101 516/3410212 71115352121 FAX 5161341 0211 FAX 71115355731 • CR'/ Dhiru Mali Structural Engineer California SE No. 2811 MA cEritir D TUKWILA 16700 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 *Valid for 3 Y ana Ma (mum 362 ■ Bill Staahlin (916) 654. ir MASON INDUSTRIES, Inc, ila titaoharrs of Vibration CROW heath 350 Rabro Drive 2101 W. Crescent Ave., Suite D Hauppauge, NY 11711 Anaheim, CA 12101 516/3410212 71115352121 FAX 5161341 0211 FAX 71115355731 • CR'/ Dhiru Mali Structural Engineer California SE No. 2811 MA cEritir D TUKWILA 16700 L..NERAL NOTES (continued) 2. Solid brace members shall be attached to both the mechanical /electrical system and the structure using the seismic solid brace components (Mason Type SSB (U). Refer to page X4). 3, Steel angle or 12 gauge (2.7 mm) channel strut requires two drilled holes for attachment to the SSB. Note: In lieu of drilling holes into 12 gauge (2.7 mm) channel strut, the Mason Type SSBU component may be used for direct attachment using approved strut bolts and nuts. Strut bolts must be torqued to manufacturer's recommendations. 4. As stated in "Notes on Supports ", the support rod attachment at seismic solid brace locations must be designed to accept the seismic tension load tabulated In Section Kin addition to the gravity Toad, Notes on Seismic Attachment to the Building Structure: 1. Attachment to the building structure is the determining factor in the design of seismic sway bracing. Lightweight structures may limit the maximum spacing between seismic braces. The engineer of record shall determine the maximum allowable seismic Toads for the building structure. 2. Attachment to four different types of structures are addressed separately. Attachment to a minimum 6 inch (152 mm) thick, 3000 psi (20880 kPa) stone aggregate concrete slab using expansion anchors; a minimum 3000 psi (20680 kPa) lightweight concrete filled metal deck using expansion anchors; a steel structure using bolts, welds or seismic clamps (Mason Type SCBV only, Refer to page X3.) or a wood structure with Lag Screws. Attachments not addressed or detailed must be engineered on an individual Job basis subject to approval by the enforcement agency. Note: The engineer of record shall determine which attachment details In Section H of this manual are acceptable for steel structures, 1 Expansion anchors shall be ITW RamsetlTrubolt Wedge Anchors for 3000 psi (20880 kPa) stone aggregate concrete slabs and 3000 psi (20680 kPa) stone aggregate or lightweight concrete filled decks installed In accordance with ICBO Report ER- 1372/1997, Tables 7, 8, 9 and 14. When expansion anchors are used, 50 percent of alternate bolts In a group shall be tension tested or torque tested to the test values tabulated on page X8, Testing shall be done In the presence of the project inspector and a report of the test results shall be submitted to the enforcement agency. If any anchors fail, the enforcement agency shall determine the additional testing requirements, tigtel This Is not a standard UBC, BOCA or SBCCI requirement and may not be required for commercial buildings. 4. All welded connections shall be minimum 70xx electrode welds. Note:, This Is not a standard UBC, BOCA or SBCCI requirement and may not be required for commercial buildings, Charts support the use of 60xx electrode welds on Non - OSHPD /DSA projects. MASON INDUSTRIES, Inc. Nom&tumo 0/ r�brotion Control /tndrklt 350 Rabro Drive 2101 W. Crescent Ave., Suite D Hauppauge, 34842821189 Anaheim, CA 27801 FAX 51013484279 FAX 71415355738 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 u,. 'Valid for 3 Years Ma Imum :% '��- ` 4. :t ,4/_14P Bill staehun (916) 654 362 .._.._ CITY OF TWCWIL MAR �� ���i'. ,,,. , ., iw► Structural Engineer California SE No. 2811 .� �MII••• .... =NERAL NOTES (continued) 5. Metal decks shall be minimum 20 gauge (0,9 mm) with a maximum 3 inch (76 mm) flute and minimum 6 inch (152 mm) total thickness from bottom of flute to top of concrete fill. Concrete fill shall be minimum 3000 psi (20680 kPa) lightweight concrete. Note: Metal decks with minimum 3000 psi (20680 kPa) stone aggregate concrete fill may use the lightweight concrete deck charts. 6. Concrete attachments are based on specified anchor bolts or inserts. Substitution of alternate anchors must be approved by Mason Industries (and the enforcement agency where applicable) on a job by job basis, 7. For structures with concrete waffle slabs use the stone aggregate concrete slab charts while following the minimum edge distance requirements of the expansion anchors and /or inserts. Seismic Cable Brace, Mason Type SCB, and Seismic Solid Brace, Mason Type SSB, components may be attached to the side of the vertical portion of the waffle as long as the brace angle ratio of the SCB or SSB relative to the surface of the concrete does not exceed 2:1. 8. When installing drilled -in anchors in existing non - prestressed reinforced concrete, use care and caution to avoid cutting or damaging reinforcing bars. When installing them In existing prestressed concrete, locate the prestressed tendons by using a non - destructive method and avoid cutting or damaging the tendons during installation. 9. Seismic Load Distribution Brackets shall be installed where (2) or (4) bolts are required for attachment to a concrete slab or deck. (Mason Type SLDB. Refer to pages X9 and X10), 10. Lag screws shall be installed Into a wood structure with regard to minimum edge and end distances tabulated on Page H13. Wood must have a minimum specific gravity of 0.35, which includes Douglas Fir, Pine and Redwood. The Structural Engineer of Record shall verify wood specific gravity, connection detail and capability of structure to resist seismic loads Indicated on Page H13. Notes on Suspended Piping: 1. Seismic restraints are required for the following installations: A. All fuel o11, gas, medical gas, compressed air, vacuum and other potentially hazardous piping systems unless specifically excepted by the engineer of record. B. All piping 1 % Inches (32 mm) nominal diameter and larger located in - boiler, mechanical equipment and refrigeration mechanical rooms, C. All other piping 2 % Inches (64 mm) nominal diameter and larger, APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R.0349 March 1, 1999 .'Valid for 3 Years Maximum 0111 Staahlln (916) 654.3362 MASON INDUSTRIES, Inc. ill Nangtaoharra o/ hbration control Products 350 Rabro Drive 2101 W. Crescent Ave., Suite 0 Hauppauge, NY 11188 Anaheim, CA 92101 51613484212 714/5352127 FAX 51613484279 FAX 71415354739 Dhiru Mali Structural Engineer California SE No. 2811 'Y OF TPUK UKWIi.A R 1 9000 �I 1v OW IN =NERAL NOTES (contin )d) Exception: All piping suspended by individual hanger rods 12 inches (305 mm) or less as measured from the top of the pipe to the bottom of the support where the hanger is attached. If the 12 inch (305 mm) limit is exceeded by any hanger in the run, seismic bracing is required for the run. Note: A single support location that meets the requirements of this exception does not constitute a seismic sway brace location. The exception also applies for trapeze supported systems if the distance as measured from the point of attachment to the trapeze to the point of attachment to the structure is Tess than 12 inches (305 mm). Note: If directional changes or offsets to equipment connections do not allow for flexibility of the trapezed system (e.g. long offsets or flexible connectors) then the system must be braced regardless of pipe diameter or distance to the structure if the combined weight per foot (meter) of all items is greater than 10 Ibs/ t (14.9 kg /m). Page 30 of these guidelines details the "12 Inch Rule" for suspended piping. In addition, to meet the 1997 Uniform Building Code, all of the following conditions must be satisfied: 1. Lateral motion of piping will not cause damaging impact with surrounding systems (e.g. other pipe, duct, equipment, sprinkler heads etc.) or cause loss of system vertical support. 2, Piping must be made of ductile material with ductile connections (e.g, welded steel pipe, brazed copper pipe, etc.), 3. Vertical support connections cannot develop moments (e.g. swivel joints, eye bolts, vibration isolation hangers, etc,). 2. Steel and copper pipe with welded or brazed connections shall be braced at the spacings shown In these guidelines. Transverse brace spacing shall not exceed 50 feet (15,2 m) up to 0,25g, 40 foot (12.2 m) up to 1.0g, and 20 feet (6.1 m) up to 2.Og. Maximum longitudinal spacing shall not exceed 80 feet (24,4 m) up to 1.0g, and 40 feet (12,2 m) up to 2.Og. Steel and copper pipe with screwed connections brace spacing shall not exceed % the spacing listed in these guidelines. All pipe must be considered full of water when determining seismic brace requirements unless specifically engineered otherwise. 3, Cast Iron pipe (no hub pipe) brace spacings shall not exceed 1/2 the spacings. listed In note 2 above. In addition, braces shall be Installed at each side of a change in direction of 90° or more, Cast Iron pipe shall be considered full of water when determining weight. 4, Piping with grooved pipe assemblies UL listed for Standard 213 shall be braced at spacings not to exceed those listed in note 2 above. Non -UL listed grooved pipe assemblies brace spacings shall not exceed 1/2 the spacings listed in note 2 above. APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 `Valid for 3 Years Ma imum BIII Staehlln (916) 654 362 MASON INDUSTRIES, Inc. Many/acturr►a of Yiktion Control h th ctr 350 Rabro Drive 2101 W, Crescent Ave., Suite D Hauppauge, NY 11788 Anaheim, CA 12101 518/348 .0282 714/535.2727 FAX 516/348 .0219 FAX 71415355733 Dhiru Mali Structural Engineer California SE No. 2811 RECIrva0 OF TUKWILA R peril's t di to r. --... :NERAL NOTES (contin, )d) 5. For PVC, PVDF, FRP and other specialty piping, brace spacings shall not exceed 1/2 the spacings listed in note 2 above. Braces can be selected for the actual pipe weight at these spacings. 6. Gas, fuel oil, vacuum, medical gas and compressed air piping brace spacings shall not exceed the maximum spacings listed in note 2 above. Piping constructed other than those listed in note 2 must follow the requirements of notes 3, 4 and 5. 7. Transverse restraints for insulated pipe shall be installed on clevis, J- Hanger or roller hanger supports sized to fit over insulation inserts and on trapeze supports where the insulation insert is supported by the trapeze and the clamp is sized to fit over the insulation Insert. 8. Longitudinal restraints for all pipes shall be attached directly to the pipe using a pipe clamp hanger or a standard pipe clamp within 4" (102 mm) of a vertical support. Where required, insulation shall be installed over the pipe clamp so the pipe clamp is in direct contact with the pipe. The Engineer of Record is responsible for determining and detailing if a special clamp is required to prevent breaking the vapor barrier for chilled water systems, 9. The pipe weights tabulated in Section A are based on schedule 40 steel pipe for up to 12" (305 mm) diameter, schedule 30 steel pipe for 14" (356 mm) to 18" (457 mm) diameter and schedule 20 for 20" (508 mm) and 24" (810 mm) diameters. Weights also include water and insulation. Verify the maximum weight per foot (meter) listed in the column next to pipe size when determining seismic brace requirements tabulated In Section A, Section M of these guidelines tabulates the weight per foot (meter) for steel, copper, PVC and cast Iron pipe. Notes on Suspended Ductwork: 1. Seismic restraints are required for the following Installations: A, All ductwork containing hazardous gases or exhaust unless specifically excepted by the engineer of record, B, All rectangular and square ducts 6 square feet (0.58 m2) and larger In cross sectional area and round ducts 28 inches (711 mm) and larger in diameter, All ducts suspended by hanger straps 12 Inches (305 mm) or less in length as measured from top of the duct to the point of attachment to the structure. Hangers must be attached within 2" (51 mm) of the top of the duct with a minimum of two *10 sheet metal screws, if any hanger In the run exceeds the 12 Inch (305 mm) limit, seismic bracing Is required for the run, Note: A single support location that meets the requirements of this exception does not constitute a seismic sway brace location. MASON INDUSTRIES, Inc. rrang% ►% o/ & m Conba! "Aar 350 Robro Drive 2101 W. Cnlunt Ave, Bub D Hauppauge, An714/5,CA 27loi FAX 6161348 .0219 FAX 7141535.5138 , APPROVED California Health Planning FIXED EQUIPMENT R -0349 h'Valid tk. . �' : Office of Statewide and Development ANCHORAGE March 1, 1999 for 3 Years Ma Imum 81118taehlln (916) 654 -3362 �tjr M/ P 1 6 00 ii CENTEP Structural Engineer California SE No. 2811 P!bAIT ( INERAL NOTES (contin. )d) The exception also applies for trapeze supported systems if the distance as measured from the point of attachment to the trapeze to the point of attachment to the structure is less than 12 inches (305 mm) . Note: If directional changes or offsets to equipment connections do not allow for flexibility of the trapezed system (e.g. long offsets or flexible connectors) then the system must be braced regardless of duct size or distance to the structure if the combined weight per foot (meter) of all items is greater than 10 Ibslft (14.9 kg/m). Page 31 of these guidelines details the "12 Inch Rule" for ductwork, In addition, to meet the 1997 Uniform Building Code, all of the following conditions must be satisfied: 1. Lateral motion of ductwork will not cause damaging impact with surrounding systems (e.g. other ducts, pipes, equipment, sprinkler heads etc.) or cause loss of system vertical support. 2. Ductwork must be made of ductile material with ductile connections, 3. Vertical support connections cannot develop moments (e,g. swivel Joints, eye bolts, vibration isolation hangers, etc.). 2. Ductwork conforming to SMACNA standards, including but not limited to duct construction and Joint connections, shall be braced at a maximum transverse spacing of 40 feet (12.2 m) up to 0.25g, 30 feet (9.1 m) up to 1.0g, and 20 feet (6.1m) up to 2,0g. Maximum longitudinal spacing shall be 80 feet (24.4 m) at 0.25g, 80 feet (18.3 m) up to 1.0g, and 40 feet (12.2 m) up to 2.0g. 3, Ductwork constructed of non - ductile materials or non - ductile connections, such as specialty plastic or fiberglass ductwork, shall be braced at 1/2 the spacings listed in note 2 above, 4. Rectangular and oval ductwork shall be stiffened at seismic brace locations with a trapeze support member sized to carry the gravity Toad of the ductwork; a minimum of (2) threaded vertical hanger rods and an upper support member over top of the duct. The trapeze and upper support members must be fastened to the ductwork with #10 sheet metal screws spaced at maximum 12 inch (305 mm) centers. Refor to Pages E3 and E4 for sizing of the trapeze and upper support members. 5, Multiple ducts may be combined in a single frame and braced based on the combined duct weight. 8. Wall penetrations may be considered transverse brace locations where duct Is tightly blocked. However, breakaway smoke dampers installed in the wall constitute a break In the duct run and cannot be used as a transverse brace. MASON INDUSTRIES, Inc. Nan//actrrm o/ rbroh'on Control ftnvducts 350 Rebro Drive 2101 W. Creeoent Ave., Suite 0 Hauppauge, NY 11158 Anaheim, CA 02101 5161341 .0212 7141535.2727 FAX 5161341 .0219 FAX 71415354731 • Dhlru Mali Structural Engineer California SE No. 2811 P5 1.1 - I / J •,, 1J LA 1 6 2000 INTd i E, APPROVED California Health Planning FIXED EQUIPMENT R -0349 �,� 'Valid `lk `�► Office of Statewide and Development ANCHORAGE March 1, 1999 for 3 Y ars Ma Imum Bill 8taohlln (916) 854. 362 MASON INDUSTRIES, Inc. Nan//actrrm o/ rbroh'on Control ftnvducts 350 Rebro Drive 2101 W. Creeoent Ave., Suite 0 Hauppauge, NY 11158 Anaheim, CA 02101 5161341 .0212 7141535.2727 FAX 5161341 .0219 FAX 71415354731 • Dhlru Mali Structural Engineer California SE No. 2811 P5 1.1 - I / J •,, 1J LA 1 6 2000 INTd i E, :NERAL NOTES (contin, .d) 7. Floor penetrations of vertical duct may be considered transverse and longitudinal brace locations where duct is tightly blocked and the distance from the floor penetration to the inside of the 90 degree turn horizontal is Tess than 2 duct widths. However, breakaway smoke dampers installed in the floor constitute a break in the duct riser and cannot be used as a seismic brace. 8. Devices mounted in -line and rigidly attached to the ductwork at both ends must be braced independently from the ductwork if the unit weight is 50 Ibs (23 kg) or greater or the unit weighs between 20 (9 kg) and 49 Ibs (22 kg) and is separated from the duct with a flexible connector, 9. Section N of these guidelines tabulates duct weight per foot (meter) for rectangular and round ductwork of different sizes and gages. 10. If a 2 piece rod is used to support ductwork, minimum engagement of the rod shall be 1/3 of the coupling nut length. Rods shall be run up tight in the coupling nut. Notes on Suspended Electrical Systems: 1. Seismic braces are required for the following installations: A. All conduit 21 /2 inches (64 mm) trade size and larger. B. All cable trays with weights greater than 10 Ibs /ft (14.9 kg /m). gxception: All conduit or cable trays suspended by Individual hanger rods 12 Inches (305 mm) or less as measured from the top of the conduit or cable tray to the bottom of the support where the hanger Is attached. However, If any hanger in the run exceeds the 12 Inch (305 mm) limit, seismic bracing is required for the run. Note: A single support location that meets the requirements of this exception does not constitute a selumic sway brace location. The exception also applies for trapeze supported systems if the distance as measured from the point of attachment to the trapeze to the point of attachment to the structure is less than 12 inches (305 mm). Note: if directional changes or offsets to equipment connections do not allow for flexibility of the trapezed system (e.g. long offsets or flexible connectors) than the system must be braced regardless of conduit size or distance to the structure if the combined weight per foot (meter) of all items is greater than 10 ibs /ft (14.9 kg /m). Page 30 of these guidelines details the "12 inch Rule" for suspended electrical systems. MASON INDUSTRIES, Inc. Nang(ac+rarre p/ rilnaon coning Products 350 Rsbro Drive 2101 W, Crescent Ave., Suite D Hauppauge, 16 4282il� Anaheim, 1153i 22127 FAX 518/341 4219 FAx 1111535.5138 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 �s *Valid for 3 Years Ma imum ,,�,' , �,f 8111 Staehlin (916) 854. 362 .-----TffZ* q MAF 'rt,) j q 1 6 2000 cE Structural Engineer PEST California SE No. 2811 :NERAL NOTES (contin id) In addition, to meet the 1997 Uniform Building Code, all of the following conditions must be satisfied: 1. Lateral motion of electrical system will not cause damaging impact with surrounding systems (e.g. other electrical systems, ducts, pipes, equipment, etc.) or cause Toss of system vertical support. 2. Electrical system must be made of ductile material with ductile connections. 3. Vertical support connections cannot develop moments (e.g. swivel joints, eye bolts etc.). 2. Conduits and cable trays shall be braced at the spacings shown in these guidelines. Transverse brace spacing shall not exceed 50 feet (15,2 m) up to 0,25g, 40 feet (12.2 m) up to 1.0g, and 20 feet (6.1 m) up to 2.0g. Maximum longitudinal spacing shall not exceed 80 feet (24.4 m) up to 1.0g, and 40 feet (12.2 m) up to 2.0g. 3. Transverse restraints for conduit or cable trays shall be installed at general support locations. Connection of the restraint to the support shall be at the support rod connection to the hanger or cable tray. 4. Longitudinal restraints for conduits shall be attached directly to the conduit using a pipe clamp hanger or a standard pipe clamp within 4" (102 mm) of a vertical support. Longitudinal restraints for cable trays shall be at the support rod connection to the cable tray. 5. The charts in Section A or D may be used to determine seismic restraint components and their anchorage for conduits or cable trays. Section M of these guidelines tabulates the weight per foot (meter) of steel conduit with maximum conductor fill. Notes on Vertical Risers: 1. Vertical pipe, duct or electrical systems supported at each floor up to a five story building shall be considered seismically braced if the penetration through each floor is tightly packed. Refer to Page R1 for support details. 2. Vertical risers in an open shaft must be attached to the supports with connections sized to accept the horizontal seismic loads. Support spacing shall not exceed 40 feet (12.2 m) up to 0.25g, 30 feet (9.1 m) up to 1.0g and 20 feet (6.1 m) up to 2.0g. Supports and connections must be engineered on a job by Job basis subject to approval by the enforcement agency. 3. Vertical cast Iron pipe risers attached with shield and clamp assemblies must be stiffened at the connection points of any unsupported section of pipe. Refer to Page R1 for stiffening details. MASON INDUSTRIES, Inc. Nantiachurrr oV Vibration Control MAW: 350 Rabro Drive 2101 W. Crescent Ave., suite D Hauppauge, NY 11788 Anaheim, CA 92801 5161348 .0282 114/535.2121 FAX 5161348.0279 FAX 114/8388138 Dhlru Mall Structural Engineer California SE No. 2811 err OF TldRINI A 1 62000 6;IT4PBhMIT APPROVED California Office of Statewide Health planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 ‘,,, 'Valid for 3 Years Ma Imum ''4,1 . ''.1) k. `kZ_`,.. Bill Staehlin (916) 654. 382 MASON INDUSTRIES, Inc. Nantiachurrr oV Vibration Control MAW: 350 Rabro Drive 2101 W. Crescent Ave., suite D Hauppauge, NY 11788 Anaheim, CA 92801 5161348 .0282 114/535.2121 FAX 5161348.0279 FAX 114/8388138 Dhlru Mall Structural Engineer California SE No. 2811 err OF TldRINI A 1 62000 6;IT4PBhMIT i :NERAL NOTES (continL.. .id) 1997 Uniform Building Code As defined in the 1997 Uniform Building Code, Chapter 16, Section 1632, the seismic horizontal force, Fp , may be calculated using the following formula: F P PC 1 +3hx)Wp P r Except that: Fp shall not be less than 0.7 Ca Ip Wp and need not be more than 4 Ca lP WP. Where: wp a = P Ftp = Operating Weight of Pipe, Duct and /or Electrical System Component Amplification Factor 1.0 for Suspended Piping, Ductwork or Electrical Systems. Component Response Modification Factor 3.0 for Suspended Piping, Ductwork or Electrical Systems. 1.5 for installations using concrete anchors with an embedment length -to- diameter ratio Tess than 8. (e.g. a W' (13 mm) diameter concrete anchor embedded Tess than 4" (104 mm)) Ip = Importance Factor = 1,5 for Essential Facilities such as Hospitals, Fire or Police Stations, etc,, hazardous facilities and life- safety systems. = 1,0 for all other Occupancies. Refer to 1997 UBC Table 16 -K. Ca = Seismic Coefficient derived from the Seismic Zone, Soil Properties and Proximity to Known Earthquake Faults summarized In 1997 UBC Tables 16.1, 16 -Q and 16 -S. hx in Element or Component Attachment Elevation with respect to grade. h,f shall not be taken less than 0.0. hr is Structure Roof Elevation with respect to grade. Example: Piping Is suspended on the 11t floor of a 50 foot (15.2 m) high, 3 -story office building, The piping Is actually suspended from the 2"d floor which has an elevation of 15 feet (4.6 m) from grade. The building Is located In Seismic Zone 3 on Soil Type SD which results in a Seismic Coefficient, Ca IS 0,36. F a _) (1.0)(0.36)(1.0)(i .1, 315) p A iR °IP 1 + 3 x h Wp 3.0 50 W 00.23 W67 0,239 p r MASON INDUSTRIES, Inc. Uanr{/ael"rr" o/ iihxtion Conte/ !Womb 350 Habra Drive 2101 W. Crescent Ave„ Suite D HeU516/3 e, -02821Te9 Anaheim, CA FAX 516/3484279 FAX 7141535.5138 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R-0349 March 1, 1999 *Valid for 3 Years Ma Imum r� u+- � r ∎ . !'1 BHI Staehlln (016) 051. 36x --. � I ��r T ,4AR 1 6 2aa1 ifERMISIL - "f DMr Structural Mall Structural Engineer California SE No. 2811 ,_- =NERAL NOTES (contin. id) Fp shall not be taken Tess than, 0.7 Ca Ip Wp = 0.7(0.36)(1.0) Wp = 0.26g Fp shall not be greater than 4.0 Ca Ip Wp = 4.0(0.36)(1.0) Wp = 1.44g Therefore, Fp = 0.26g For use in this manual we can convert the result from Design Strength to Allowable Stress Design by dividing the result by 1.4, Fp = 0.26g 11.4 = 0.19g. For installations using concrete anchors installed with an embedment length -to- diameter ratio less than 8, also defined as shallow concrete anchors, the Component Response Factor, Rp = 1.5, therefore for the same example F = apC:(1 1p + 3 "W -- (1.0)(0.36)(1 A) (1 3 ) W = 0.46 W=0.46g r l Comparing this value with the minimum and maximum Fp equations previously calculated gives, Fp = O.48g. Again, converting to Allowable Stress Design for use in this manual, Fp is 0.46g / 1.4 ffi 0.33g. Consider the same example, if the piping Is suspended from the roof, Fp s a R °Ip (1 + 3 h") w Q (1.0)(3 08)(1.0) (1 + 3 6 .) Wp = 0.48 Wpa 0.48g P r l Comparing this value with the minimum and maximum Fp equations previously calculated gives, Fp • 0.48g 11.4 a 0.35g. For shallow concrete anchor Installations, Fp a R °1P C1,� 3x Wp (10)(0,358)(1.0) (1 h ,60) Wp al 0.98 Wpm 0.98g p l r ` Comparing this value with the minimum and maximum Fp equations previously calculated gives, Fp ■0.98g/1.4m0.69g, This example can bo summarizod as follows for use with thls manual. 4 ce Building Level Horizonte Acceteratlon . Fp For Shallow Concrete Anchor installations 16 Floor 0.198 0,33g 2 "' Floor 0.248 0.48g 3 ' Floor 0.35g 0.69g APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 *Valid for 3 Vows MaLlmum P MASON INDUSTRIES, Inc. ilertulaeturm of nbnlMon Control Ifoihscls 350 Mrs Drive 2101 W. Crescent Ave., Suits D Hauppauge, NY 11101 Anaheim, CA 112101 5161341 .0212 7141535.2127 FAX 6161341 -0211 FAX 7141535.5131 Bill Staahlin (916) 654.36362 Dhlru Mali Structural Engineer California SE No, 2811 MIT1i:Fx DESIGN PROCEDURE FOR INDIVIDUALLY SUPPORTED SYSTEMS Selection charts are available for each of the following attachment methods and types of structures: 1. Expansion anchors into a 3000 psi (20680 kPa), stone aggregate concrete slab. 2. Expansion anchors into a 3000 psi (20680 kPa), lightweight concrete filled metal deck. 3. Bolted or welded direct to structural steel. 4. Lag screw into a wood structure. Design Procedure: Step 1. Select the Seismic Restraint Guideline for the actual attachment method or type of structure listed above. These charts show anchorage requirements, size of seismic cable brace(SCB) or seismic solid brace(SSB), cable or solid brace size and maximum brace spacing for different pipe sizes or maximum weight per foot (meter). (Ref. Pages Al to A4) Step 2. Select the Rod Stiffener Guidelines for Individually Supported Systems, This chart defines the maximum unbraced rod length, maximum braced rod length and maximum spacing between each seismic rod clamp(SRC). (Ref. Page B1) Step 3. Check the minimum size of SCBH, SCB and SSB. An increase in size may be required if a larger clevis Is used on Insulated pipe, etc. (Ref. Page 82) Step 4. Select the Support Rod Attachment Guideline which coincides with the Seismic Restraint Guideline selected in Step 1 if using seismic solid braces. Each chart defines the seismic tension load applied to the support rod at the seismic solid brace location. (Ref. Pages K1 to K4) The following summary may be used for easy reference. SEISMIC RESTRAINT /SUPPORT GUIDELINES MASON INDUSTRIES, Inc. rOnW°° °� �h1p �0 rol Minds 350 Rabro Drive 2101 W. Crescent Ave., Suite 0 Hauppauge, i »ea Anaheim, 5161340 -0202 11415352121 FAX 6161340 4218 FAX 1114354731 APPROVED California Health FIXED EQUIPMENT R.0349 `td , *Valid ;- ,,'.� � t -1' Minimum Support Rod Structure or Seismic Rod SCBH, SCB Attachment Attachment Restraint Stiffener and SSB Guidelines at Type Guidelines Guidelines Size SSB Locations 1 Al 81 82 K1 2 A2 61 B2 K2 3 A3 81 82 K3 4 A4 81 62 K4 MASON INDUSTRIES, Inc. rOnW°° °� �h1p �0 rol Minds 350 Rabro Drive 2101 W. Crescent Ave., Suite 0 Hauppauge, i »ea Anaheim, 5161340 -0202 11415352121 FAX 6161340 4218 FAX 1114354731 APPROVED California Health FIXED EQUIPMENT R.0349 `td , *Valid ;- ,,'.� � t -1' Office of Statewide Planning and Development ANCHORAGE March 1, 1999 for 3 Years Ma I dP ,. ,,, Th4L SDI 8taehlln (916) 62 y oGiumti IAR 1 6 200 PER S tructural Engineer California SE No. 2811 i r"\ DESIGN PROCEDURE FOR INDIVIDUALLY SUPPORTED SYSTEMS (continued) Step 5. Select the appropriate seismic restraint details. The following summary can be used for easy reference. SEISMIC RESTRAINT DETAILS Step 8. Select the appropriate attachment details. The Following summary can be used for easy reference. SEISMIC RESTRAINT /SUPPORT GUIDELINES Structure or Attachment Type Support Type Transverse Brace Alternate Transverse Brace Longitudinal Brace Rod Stiffener Type SCB Cable Brace System Spring Isolated C1 C2 C3 G1 Rigidly Sup • orted C4 C5 C6 G1 Type SSB Solid Brace System Rigidly Supported C7 C8 C9 G1 Step 8. Select the appropriate attachment details. The Following summary can be used for easy reference. SEISMIC RESTRAINT /SUPPORT GUIDELINES Structure or Attachment Type RESTRAINT DETAILS Support Rod Attachment Details SCB /SSB Direct Attachment SCB /SSB 2 Bolt Attachment SCB, SSB 4 Bolt Attachment 1 2 3 4 H1 H4 H7 to H12 H13 H2 H5 H3 H8 L1 L2, L3 L4 to L8 L1 to L8 MASON INDUSTRIES, Inc. Nam �/o tuna of Y�brohbn CoNbe! Products 350 Rabro Drive 2101 W. Crescent Ave„ Suite!) Hauppauge, An 7111411535.2727901 FAX 516/3484270 FAX 71115354139 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 t„� ,� 'Valid for 3 Years Ma Imum .- t' / • -•, R 1 6 2080 ` MIT ' k �� Struccturaal Mall ineer ' 9 California SE No. 2811 N7'4 ",, Bill Sbahlin (916) 654 362 DESIGN PROCEDURE FOR INDIVIDUALLY SUPPORTED SYSTEMS (example) The design procedure is used to select the appropriate guidelines and details for a particular type of structure, attachment method and support type as listed below: Structure: 3000 psi (20860 kPa) concrete filled metal deck. Restraint Type: Seismic Cable Brace (SCB) Restraint Attachment: Expansion Anchors Support Attachment: Refer to project specifications for attachments designed to accept gravity Toads, A. From the design procedure on page 17, the structure /attachment type for seismic attachment is #2. B. Follow steps 1 through 6 as listed in the design procedure. From the Seismic Restraint/Support Guidelines summary on page 17: Step 1. Select the Seismic Restraint Guideline for structure /attachment #2, sheet A2. Step 2. Select the Rod Stiffener Guideline on sheet B1. Step 3. Select the Minimum SCBH, SCB and SSB size on sheet B2. Step 4. Support Rod Attachment Guideline is not required when using seismic cable bracing. From the Seismic Restraint Details summary on page 18 Step 6. For the spring Isolated /SCB cable brace system select: a. Sheets C1 and C2 for transverse braces, b. Sheet C3 for longitudinal braces. c. Sheet G1 for rod bracing details, From the Attachment Details summary on page 18 Step 6. For seismic structure /attachment #2 select: a. Sheet H4 for SCB direct attachment. b. Sheet H6 for SCB (2) bolt attachment. c. Sheet H6 for SCB (4) bolt attachment. d, All applicable L sheets, tp MASON INDUSTRIES, Inc. NowInchonr of ignition iion Coning Apia b 350 Rebro Drive 2101 W, Crwoent Ave., Suite D HeU5ia344042121168 Anaheim, 7354727841 FAX 51634$ 0270 FAX 71415355136 APPROVED California Health Planning FIXED EQUIPMENT R -0349 s,,, •Valid ,;'* \4 `�� Office of Statewide and Development ANCHORAGE March 1, 1999 for 3 Yoars Ma Imum B111 Staehlln (616) 654. 362 Page R 1 6 200 Structural Engineer California SE No, 2811 MC 'ti F, tp • DESIGN PROCEDURE FOR INDIVIDUALLY SUPPORTED SYSTEMS (example continued) There are a number of choices available to suit a variety of project requirements and field conditions. The selected guidelines and details are used to determine restraint size, anchorage and vertical rod stiffening requirements for the following pipeline with the project requirements and field conditions listed below: Seismic Acceleration Input: 0.5g Pipe Size: 8 in. (203 mm) diameter steel pipe filled with water Support Rod Diameter: 7/8 in. (22 mm) Support Rod length: 72 in. (1829 mm) Restraint Type: SCBH attached to support rod at clevis, SCB attached to structure. Maximum Brace Angle Ratio: 1:1 Restraint Spacing: Maximum Allowed From Sheet A2 (A2m), for 8 in. (203 mm) pipe and O.6g seismic input: a. Maximum trans. brace spacing = 40 feet (12.2 m). b. Maximum long. brace spacing = 50 feet (15,2 m). a' c, Use SCBH -2 attached to support rod at clevis, d. Use SCB -2 attached to structure e. Cable Diameter a 3/16 in. (6 mm) f, Use (2) 5/8 in. (16 mm) dia, with 6 In, (127 mm) embed. ITW Ramset/Red Head Trubolt Wedge exp. anchors for attachment to the structure, 9. Use an SLOB-2000 anchor bracket for the SCB attachment to the structure. b. TRANSVERSE BRACE 40 ft. (12.2 m) _I Max. LONGITUDINAL x.'4BRACE —X 1� -- _oQII.(15.2ml 1 Max, From Sheet B1 (B1m), for 8 In, (203 mm) pipe at 0,89 seismic Input: h. The 72 In. (1829 mm) long rod must be braced with a 1 1/2 x 1 1/2 x 1/4 In. (38 x 38 x 6 mm) angle and (3) SRC 1-1/2 rod clamps. From Sheet 82: I. An SCBH -2 will flt the 7/8 In, (22 mm) rod used to support the 8 In. (203 mm) pipe. fro ■ MASON INDUSTRIES, Inc. ila"'°" o/ titration control Aroma 350 Habra Drive 2101 W, Crescent Ave, Sulu D Hauppauge, NY 2tlee Anaheim, 3CA 21wt FAX 511113484218 FAX 11415354135 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1,1999 u, 'Valid for 3 Years Ma lmum 1 :4 '' �; Bill Sta•hiin (916) 654 362 OIr c.'IovrrR MI2/0 F, Structural Engineer Califomia SE No. 2811 1 t L YOUT OF SEISMIC B11,-...:ES The next few pages outline a procedure for the seismic brace layout of pipes, ducts and conduits. Transverse and longitudinal braces indicated throughout are detailed in Section C for Individually Supported Systems and Section F for Trapeze Supported Systems. A transverse and longitudinal brace indicated at the same support points are defined as all directional braces for trapeze supported systems. Step 1. Separate the layout of the system into individual straight runs. A straight run is defined as a section of pipe, duct or conduit between changes in direction. If an offset(s) occurs between changes of direction it may be neglected if the distance perpendicular to the run is Tess than the maximum offset length tabulated below. Steel Pipe or Conduit Pipe Dia., in(mm) Max. Offset Length ft ( ) • 0.25g 0.5g 1.0g 1 21/2 to 3 (64 to 76) 4(1.2) 2.) 2(0.6) 2(0.6) 4 to 5 (102 to 127) 10(3) 6(1.8) 3(0.9) 6 (152) 10(3) 10(3) 5(1.5) 8 (203) 10(3) 10(3) 7(2.1) 10 to 12 (264 to 305) 10(3) 10(3) 9(2.7) ,14 to 24 (356 to 610) 10(3) 10(3) _ 10(3) Copper Pipe ._._ Max. Offset Length Pipe ft (m) Dia., In(mm) 0.250 0.50_1 1.0g 21/2to3 64to76) 20.6 1(0.3) 0 4to5(102to127) 4(1.2) 2(0.6) 1(0.3) 6 (152) 8(2.4) 4(1.2) 2(0.6) 8 (203) 10(3) 8(2.4) 4(1.2) 10 (254) 10(3) 10(3) 5(1.5) 12 (305) 10(3) 10(3) 6(1.8) The above Offset Charts are limited to pipe with welded, soldered, brazed or UL listed grooved joints. Ductwork maximum offset length Is 2 times the duct width. Pipe with screwed joints, cast iron pipe and PVC pipe maximum offset length Is 2 feet (0.6 m) or as tabulated above. vs( Maximum s Offset Length /•- Angular Offeot Multiple Offeole Low r s ow • 1g, 1g ti MASON INDUSTRIES, Inc. MenM/aeharn of Harems Control Mew& 350 Rabro Drive 2101 W. Crescent Ave„ Suite D Hauppauge, 1788 An 7141535.2721101 FAX 516/341 4219 FAX 71415354131 :r_ • kJ-. APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 J� 'Valid for 3 Years Ma imum r +�`� • �/ `�� 81118tashlin (915) 65+i• 362 LIAR 1 Page ZOlil 'ES2 OILi Dhlru Mali Structural Engineer California SE No. 2811 1g, 1g ti • LAYOL OF SEISMIC BRACES ..ontinued) Step 2. Each straight run must be braced in the transverse direction (perpendicular to the run) at each end. Transverse brace at final support point of each end of straight run Step 3. Add transverse braces, if required, to limit the spacing(s) to the maximum spacing indicated In sections A and D. Spacing s Maximum transverse brace spacing APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R.0349 March 1, 1999 u„ *Valid for 3 Years Ms Imum BIII 5taehlin (616) 654 362 IF. MASON INDUSTRIES, Inc. Naat/khawr of f , Non Cobol Nakao 350 Rebro Drive 2101 W, Crescent Ave., Quite 0 Hauppauge, NY 111!0 Anaheim, CA 12101 516134$ 0212 71415352121 FAX 516/341 4211 FAX 11415354' Dhiru Mali Structural Engineer California SE No. 2811 MARP9 20 a� PE2N1T I 4 ig LAYOU - OF SEISMIC BRACES ,.ontinued) Step 4. Each straight run must be braced in the longitudinal direction (parallel to the run) with at least one brace. Transverse braces within the maximum offset length discussed in Step 1 may be used in additional to or in lieu of independent longitudinal braces. The length of pipe around a 90° tum (indicated as 'P' below) longitudinally braced from a transverse brace = 0.9L- 0.5T -A, where: L = Longitudinal Brace spacing (From Section A or D) T = The distance between Transverse Braces A = Offset Length Independent Longitudinal Brace Maximum S LOff et A Transverse Brace used as Longitudinal Brace Step 5. Multiple changes In direction may be treated as one complete system. Straight runs greater than the maximum offset length require 2 transverse braces. Straight runs less than the maximum offset length may require as few as one or no braces. (See layout below) A • Runs greater than the Maximum Offset Length - B • Runs Iesa than the Maximum Offset Length .t 1 MASON INDUSTRIES, Inc. ros4/ec of 1'iMshbn Control /*kith 350 Rebro Drive 2101 W. Crescent Ave., Suite D Hauppauge, NY 11105 Anaheim, CA 12101 515/3410252 114153$4127 FAX 51041.0270 FAX 71 !?lv pit, APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 u, •Valid for 3 Y ors Ma Imam G` '4' C t`f fail) Stashlin (916) 654. 382 nAR Far : „ .. 8"' Structural Engineer California SE No. 2811 .t 1 LAYOL OF SEISMIC BRACES ...ontinued) Step 6. Vertical drops to equipment must be protected with a transverse brace at the final support point before the vertical drop. The distance from the transverse brace to the drop must be within the maximum offset length of the system. The length of the system braced from the transverse brace to the flexible connector is equal to % of the maximum transverse brace spacing indicated in sections A and D. If this distance is greater than % of the maximum transverse brace spacing, an additional brace is required at the end of the vertical drop by attaching to the floor. Transverse Brace at final support point before vertical drop A flexible connector, loop, or swing joint is required before connecting system to equipment Maximum Offset Length 1/2 Maximum S Transverse - A - B Brace Spacing !� I L Additional Brace (if required) Equipment Note: Length of system braced = 1/4 max. brace spacing for 2" to 3 "(51 to 76 mm) dia. copper pipe. Additional brace at floor is required for 1 imps mm) dia. and smaller copper pipe, and 1 "(25 mm) dia, and smaller steel pipe, unless specific analysis is approved by the enforcement agency. Step 7. If seismic braces Installed at a 1:1 brace angle ratio from horizontal are intermixed with 1.5:1 or 21 brace angle ratios, and the Installer opts to reduce the brace spacing as Instructed on pages Al to A4, the layout shall be as follows. i Maximum Spacing 1.6:1 or 1:1 2:1 1:1 1 :1 als Reduced Max. Spacing Reduced 1 Maximum Max, Spacing Spacing �1 MASON INDUSTRIES, Inc. Nanylactuna o/ Walton Control Products 350 Rebro Drive 2101 W. Crescent Ave., Suite D Neu 5 s� 02 NY 11788 1ii535.2121 l FAX 51613481278 FAX 714/5351736 irosemb... APPROVED California Health Planning FIXED EQUIPMENT R -0349 V G„ •alid rv�z ,,� �� r Office of Statewide and Development ANCHORAGE March 1,1999 for 3 Y ars Ma Imum • Bill 8tashlin (916) 454 362 � , 1 • .' , • ' R 1 6 2000 Dhiru Mali Structural Engineer 1421 'E:F. California SE No. 2811 • 912 INCH RULE' OR PIPES, CONDUITS .R CABLE TRAYS SUPPORT STRUCTURE SUPPORT STRUCTURE CONNECTION CANNOT DEVELOP A MOMENT (PER 1997 UBC) S 12 IN.(305 mm) PIPE OR CONDUIT 3/8 IN. (10 mm),� MAX. CLEARANCE 1/4 IN. (8 mm) Al2 IN (305 mm) PIPE OR CONDUIT CONNECTIONS CANNOT DEVELOP MOMENTS (PER 1997 UBC) PIPE, CONDUIT OR CABLE TRAY PIPE, CONDUIT OR CABLE TRAY Note: Refer to Page 10, note 1 and page 13, note 1 for additional requirements of the 12 Inch RuIeTM. f MASON INDUSTRIES, Inc. +Man4/ael�arn► of Vibration Control Aafi�eu 350 Rabro Drive 2101 W. Crescent Ave., Suite 0 Hauppauge, NY Anaheim, 1 /5535.2127 FAX 516/3454270 FAx 7111555.57 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 a �� 'V lid for 3 Y ors Ma imum ra Stoshlln (916) 654 362 ,,,,r pa e NT i PESO Dhiru Mall Structural Engineer California SE No. 2811 f 0 SEISMIC RESTRAINT GUIDELINES 1.-- INCnJIDUALLY SUPPORTED SYSTEMS STRUCTURAL WOOD BEAM OR MEMBER LAG BOLT STRUCTURAL WOOD BEAM OR MEMBER LAG BOLT Pipe Ma. (In.) Maximum Weight per Foot (Ibs.) Maximum Brace Spacing for S �itied Seismic 'g' (ft,) Loads • 1.0g Option 1 Option 2 Lag Screws SCB Size Cable Dia. Sin.) SSB Size Minimum Brace Size (En.) 0.25g 0,5g Quantity ReR'd Dia. (In.) Embed. (in.) Tran. Long. Tran. Long, Tran. Long, 1 2.8 50 80 40 80 40 80 SCB -1 1/8 SSB -1 L2 x 2 x 1/8 1 1/2 4 1 1/4 3.8 50 80 40 80 40 65 SCB -1 1/8 SS8-1 L2 x 2 x 1/8 1 1/2 4 1 1/2 4.5 60 80 40 80 40 55 SCB -1 1/8 SSB -1 L2 x 2 x 1/8 1 1/2 4 2 6.2 60 80 40 80 40 40 SCB -1 1/8 SSB -1 L2 x 2 x 1/4 1 1/2 4 21/2 9.1 60 80 40 64 27 27 SCB -1 1/8 SSB -1 L2 x 2 x 1/4 1 1/2 4 3 12.1 50 80 40 40 20 20 SCB -1 1/8 SSB -1 L2 x 2 x 1/8 1 1/2 4 4 18.3 60 52 28 28 13 13 SCB -1 1/8 SSB -1 L2 x 2 x 1/8 1 1/2 4 5 28,6 36 36 18 18 9 9 SCB -1 1/8 SSB -1 L2 x 2 x 1/8 1 1/2 4 6 ' 34.8 40 40 20 20 10 10 SCB -2 3/16 SSB -2 L2 x 2 x 1/4 1 8/8 5 8 55.1 24 24 12 12 8 8 SCB -2 3/18 SS13-2 42 x 2 x 1/4 1 6/8 6 10 80.2 16 18 8 8 4 4 SCB -2 3/18 SSB -3 L2 x 2 x 1/4 1 6/8 5 12 109 12 12 8 6 3 3 SCB -2 3/16 SSB -3 1.2 x 2 x 1/4 1 5/8 6 • Maximum brace spacing for up to 1:1 brace angle from horizontal, For up to 1.6:1 brace angle from horizontal, divide brace spacing by 1.6; for 2 :1 brace angle, divide by 2. Example: For 3" diameter pipe at 0.8 g Input and 1.6:1 brace angle ratio, the maximum transverse spacing ■ 40/1.6 IN 28 ft. For maximum brace spacing at' g' forces other than those listed, divide the 1g spacing by the desired 'g' force. Example: For 0.74g Input for 8" diameter pipo, transverse brace spacing • 10/0.74 • 13 foot. (Nolo: Transverse and longitudinal brace spacing shell not exceed those stated In tho general notes.) Special Note: The Structural Engineer of Record shall verify the seismic loads applied by the SCB/SSB to the structure are acceptable. Refer to Pages H13 for the maximum seismic loads. NOTES: Anchorage Is based on attachment with Lag Screws, 1991 National Design Specification Tables 9,2A 4 0.3B, An Increase In 8C8 or 888 size may be required to accomodate the cross bolt or support rod. (Ref. Page 82) NI 888 brace members tabulated are steel angle. Factory 12ga formed channel strut may be used In lieu of steel angle. (Ref. page X4) BO s MASON INDUSTRIES, Inc. Nau!/acham► of Vibration Control hadu& 350 Rebro Drive 2101 W. Crescent Ave„ Suite D Hauppauge, -0 WIN Anaheim, , 1A01 22' FAX 51042.0279 fAx1141611tF1 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R-0349 March 1, 1999 *Wild for 3 Y ars M Imum ::` : `� 'l" 6111 $t$ httn e1d) ess 382 l __,__ 44Rf 1t2OO ►�a 1rEf Structural Mali Structural Engineer California SE No. 2811 13 14. i VERTICAL ROD STIFFENER GUIDELINES INL. JIDUALLY SUPPORTED SYb I'EMS SRC - 1, 1 1/2, 2 SEISMIC ROD CLAMPS ROD DIAMETERS. 3/8 TO 1 1/4 IN Pipe Dia. (in.) Maximum Weight per Foot (Ibs.) Support Maximum Unbraced Rod Length (in.) for Specified Seismic '9' Loads • Maximum Braced Rod Length (In.) SRC Size Max. SRC Spacing (in.) Angle Brace Size (in.) Rod Dia. 0.25g 0.5g 1.0g (In.) Trans. Long. Trans, Long. Trans. Long. 1 2.8 3/8 22 22 22 22 22 18 96 1 22 1 x 1 x 1/8 1 1/4 3.8 3/8 22 22 22 22 22 15 96 1 22 1 x 1 x 1/8 1 1/2 4.5 3/8 22 22 22 20 20 14 96 1 22 1 x 1 x 1/8 2 6.2 3/8 22 22 22 17 17 13 98 1 22 1x 1x 1/8 21/2 9.1 1/2 30 30 30 28 26 19 96 1 31 1x 1x1/8 3 12.1 1/2 30 30 30 23 23 19 96 1 31 1x lx 1/8 4 18.3 6/8 38 38 38 31 31 31 98 1 39 1x 1x 1/8 6 28.6 5/8 38 35 35 31 31 31 96 1 39 1 x 1 x 1/8 21/2 9.1 1/2 30 30 30 26 28 19 120 1 1/2 31 1 1/2 x 1 1/2 x 1/4 3 12.1 1/2 30 30 30 23 23 19 120 1 1/2 31 1 1/2 x 1 1/2 x 1/4 4 18.3 6/8 38 38 38 31 31 31 120 1 1/2 39 1 1/2 x 1 1/2 x 1/4 6 28.8 6/8 38 35 35 31 31 31 120 1 1/2 39 1 1/2 x 1 1/2 x 1/4 6 34.8 3/4 47 48 40 32 32 32 144 1 1/2 48 1 1/2 x 1 1/2 x 1/4 8 58.1 7/8 65 51 51 45 45 45 132 1 1/2 58 1 1/2 x 1 1/2 x 1/4 10 80.2 7/8 65 44 44 44 44 44 132 1 1/2 68 1 1/2 x 1 1/2 x 1/4 12 109 7/8 61 30 38 38 30 38 132 1 1/2 50 1 1/2 x 1 1/2 x 1/4 14 122 1 03 47 47 47 47 47 132 1 1/2 65 1 1/2 x 1 1/2 x 1/4 18 160 1 57 48 48 48 48 48 132 1 1/2 65 1 1/2 x 1 1/2 x 1/4 18 190 1 51 48 48 48 48 48 132 1 1/2 65 1 1/2 x 1 1/2 x 1/4 8 55.1 7/8 56 61 51 46 45 45 144 2 56 2 x2 x 1/4 10 80.2 7/8 55 44 44 44 44 44 144 2 50 2x 2 x 1/4 12 109 7/8 61 30 30 30 38 36 144 2 60 2x 2 x 1/4 14 122 1 63 47 47 47 47 47 144 2 65 2 x 2 x 1/4 18 160 1 57 48 48 48 40 48 144 2 65 2 x 2x 1/4 18 190 1 61 48 40 48 48 48 144 2 86 2x2x1/4 20 214 1 1/4 78 , 55 55 52 52 52 144 2 82 2 x 2 x 1/4 24 289 1 1/4 87 53 53 63 63 53 144 _2 -- 82 2 x 2 x 1/4 • Maximum umbracod rod length for up to 1:1 brace angle from horizontal, For up 10 1.6 :1 brace angle from horizontal, divide unbraced rod length by 1,25; for 2:1 brace angle, divide by 1.5. NOTES: Rod stiffeners are only required at the seismic restraint locations, Rod stiffenera are required when the length of the rod exceeds the maximum unbraced length, A minimum of (2) SRC rod clamps are required per support rod to attach the "Angle Brace" to the support rod. APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 *Valid for 3 Years Ma 'mum AAA- • 131118taehlin (916) 654. 362 illi MASON INDUSTRIES. Inc. wonr{/achumo o/ rlrollon Control It dhtla 350 Rsbro Drive 2101 W. Crescent Ave., Suite D Hauppauge, NY 11116 Anaheim, CA 42001 516/3414202 7141535.2121 FAX 516134114219 FAX 71415355735 • MA? 1 6 20(1!I Dhlru Mall Structural Engineer PE /Mi 1:r ; California SE No. 2811 i MINIM A SIZE OF SCBH, SCB, AND SSB SCB selections are based on an SCBH attached to a standard support rod. An increase in SCBH may be required to accommodate a larger support rod. Minimum SCBH size for support rods are shown in the following table: AT SCBH LOCATIONS: Pipe Diameter in, (mm) Maximum Support Rod Diameter - in. (mm) Minimum SCBH Size for Support Rods 1 to 5 (25 to 127) 6 to 12 (152 to 305) 14 to 18 (356 to 457) 5/8 (16) 7/8 (22) 1 1/8 (29) SCBH -1 SCBH -2 SCBH -3 An SCB may be attached to the clevis cross bolt, however, an increase in SCB size may be required. SSB selections are based on an SSB attached to a standard clevis cross bolt. An increase in SSB size may be required to accommodate a larger clevis cross bolt, Minimum SCB and SSB sizes for clevis cross bolts are shown In the following table, AT SCB /SSB LOCATIONS: Pipe Maximum Minimum Diameter Cross Bolt SCB /SSB Size for in. (mm) Diameter - In. (mm) Clevis Cross Bolts 1 to 8 (26 to 152) 1/2 (13) SCB /SSB -1 8 (203) 6/8 (18) SCB /SSB -2 10 to 12 (264 to 306) 3/4 (19) SCB /SSB -3 14 to 24 (358 to 810) 1 1/4 (32) SCB /SSB -4 An SSB may be attached to the support rod, however, an Increase In SSB size may be required, Minimum SSB Size for support rods are shown In the following table: AT SSB LOCATIONS: Pipe Maximum Minimum Diameter Support Rod SSB Size in, (mm) Diameter - In, (mm) for Support Rods 1 to 3 (26 to 78) 1/2 (13) SSB -1 4 to 6 (102 to 127) 5/8 (18) SSB -2 8 (152) 3/4 (19) SSB -3 8 to 24 (203 to 810) 1 1/4 (32) SSB -4 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 *Valid for 3 Years Ma imum t)c1L Bill Staehlin (818) 654. 382 MASON INDUSTRIES, Inc. to .tam of flb,iHon Co.bW Products 350 Rabro Drive 2101 W. Crescent Ave,, 8u11e D Hauppauge, NY 11106 Anaheim, CA 02001 516/3404202 7141535.2721 FAX 61613464270 FAX 7141 56736 Dhiru Mali Structural Engineer California SE No, 2811 • Pe R 1 P67;000 `MI32,, r, TRANSVERSE EISMIC CABLE BRACE DOK GUIDELINES FOR CLEVIS SUPPORTED SYSTEMS SCB ANCHORAGE REF. SECTION A AIRCRAFT CABLE REF. SECTION A SCBH • SEISMIC CABLE BRACE HOOK REF. SECTION A ROD COUPLING IF REQUIRED SRC - SEISMIC ROD CLAMP IF REQUIRED REF. P GE 81 THREADED ROD REF. PAGE 81 ROD STIFFENER ANGLE IF REQUIRED REF. PAGE 81 CCB • CLEVIS CROSS BRACE REF. PAGE X8 PIPE HANGER NOTE: A ROD STIFFENER ANGLE MAY BE REQUIRED AS SHOWN. FOR ADDITIONAL INFORMATION, REF. PAGE 81. BRACE ANGLE RATIO MAY BE INCREASED TO 2(VERT) :1(HORIZ.). REFER TO SECTION A FOR LIMITATIONS. REFER TO PAGE X2 FOR PROPER INSTALLATION OF THE SCBHS, illMASON INDUSTRIES, Inc. Yaaoharn of Hiram Cobol mfr 350 Rabro Drive 2101 W. Cnwent Ave., Suite 0 Hsuppsup, NY 1176 Anaheim, CA 12101 51613410212 11415352727 FAX 516/341.0219 FAX 714411151NED • 1 Satin Dhlru Mali Structural Engineer California SE No, 2811 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R-0349 March 1, 1999 4 *Valid for 3 Years Ma Imum '■`; `R^� 6111 StaahlIn (2111) 654 62 illMASON INDUSTRIES, Inc. Yaaoharn of Hiram Cobol mfr 350 Rabro Drive 2101 W. Cnwent Ave., Suite 0 Hsuppsup, NY 1176 Anaheim, CA 12101 51613410212 11415352727 FAX 516/341.0219 FAX 714411151NED • 1 Satin Dhlru Mali Structural Engineer California SE No, 2811 • TRANSVER : SEISMIC CABLE BRA GUIDELINES FOR CLEVIS SUPPORTED SYSTEMS SUPPORT STRUCTURE SCB ANCHORAGE REF. SECTION A AIRCRAFT CABLE REF. SECTION A SCB • SEISMIC CABLE BRACE REF. SECTION A • tit'= 0, ROD COUPLING IF REQUIRED SRC • SEISMIC ROD CLAMP IF REQUIRED REF. PAGE 01 THREADED ROD REF, PAGE B1 00 STIFFENER ANGLE IF REQUIRED REF. PAGE 01 CCB • CLEVIS CROSS BRACE REF. PAGE X8 PIPE HANGER NOTE: A ROD STIFFENER ANGLE MAY 13E REQUIRED AS SHOWN, FOR ADDITIONAL INFORMATION, REF. PAGE 01. BRACE ANGLE RATIO MAY BE INCREASED TO 2(VERT,) :1(HORIZ.), REFER TO SECTION A FOR LIMITATIONS. APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R-0349 March 1, 1999 *Valid for 3 Yiara M 'mum \,4 Bill Staahlin (916) 654 62 III MASON INDUSTRIES, Inc. t nM/knarnr 0f iflwlion Control A+oduc 350 Rrbro Drive 2101 W. Craunt Am, Sub D Houppoupo, NY 11111 Anohrlm, CA 02101 51113404212 7141535• FAX 5111341 .0211 FAX 71 IVED Dhiru Mali Structural Engineer California SE No. 2811 LONOITUDIN -L SEISMIC CABLE BRA _ E GUIDELINES FOR CLEVIS SUPPORTED SYSTEMS SUPPORT STRUCTURE SCB ANCHORAGE REF, SECTION A AIRCRAFT CABLE REF, SECTION A SCB - SEISMIC CABLE BRACE REF. SECTION A ♦ 1 1 F1 iho in %I:74 ilirle, dr MAXIMUM 4 IN. (102 mm) ROD COUPLING IF REQUIRED SRC - SEISMIC ROD CLAMP IF REQUIRED REF. PAGE B1 THREADED ROD REF.PAOE 1 ROD S IFFENER ANGLE IF REQUIRED REF. PAGE B1 PIPE CLAMP il PIPE HANGER PIPE CLAMP MAY BE ROTATED TO GAIN ACCESS TO STRUCTURE ABOVE NOTE: A ROD STIFFENER ANGLE MAY BE REQUIRED AS SHOWN. FOR ADDITIONAL INFORMATION, REF, PAGE B1. BRACE ANGLE RATIO MAY BE INCREASED TO 2(VERT.) :1(HORIZ,), REFER TO SECTION A FOR LIMITATIONS. or 1 1 g MASON INDUSTR Inc. rinti/khdr►r of WOW C�W 350 Rabro Drive 2101 W. CntaM Ave., Suite D Nouppwpo, 02 NY 21719 Anaheim, 27 5111541 -0212 1141535.2727 FAX 516/3490279 FAX 714106/160 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R-0349 March 1, 1999 ,,, *Valid for 3 Y ars M Imum ■ PI., 1111 StaohIIn (616 ) 654 62 *Pta....s MOO Mn Dhiru Mali Structural Engineer California SE No, 2811 1 1 g 3D STIFFENER GUIDEL'► ?S FOR THE SRC - SEISMIC ROD CLAMP 3/8 In. (10 mm) MAXIMUM CLEARANCE SRC INSTALLATION E (See Notes) 1/4 In, (6 mm) Max, E (See Notes) MAXIMUM SRC SPACING MAXIMUM SRC SPACING tams saes MAXIMUM SRC SPACING 1 In, (25 mm) Min, MAXIMUM UNBRACED ROD LENGTH MAXIMUM STIFFENER ROD LENGTH 1 In, (25 M mm) 1 MAX MUM SRC SPACING 1 in. (25 mm) Min. MAXIMUM MAXIMUM STIFFENER UNBRACED LENGTH ROD LENGTH 1 in, (26 mm) Min. ._L E (Soo Notos) RODS WITH SPRING HANGERS E (Soo Notos) , .L. RODS SOLID TO STRUCTURE ■ 3 In. (76 mm) maximum for 1/4 (8 mm) to 1/2 In, (13 mm) diameter rods, and E a 6 In. (152 mm) maximum for 6/8 (16 mm) to 11/4 In. (32 mm E ) rode. A minimum of (2) SRC Seismic Rod Clamps per stiffener angle am required, Ref, Pages 81, E1, or E2 for Maximum Unbraced Rod Length, Maximum SRC Spacing and Maximum Stiffener Length, o§ MASON INDUSTRIES, Inc. ri►a(/�harre of Notion Control ?whisk 350 Rsbro Drive 2101 W. Crescent Ave., 8uite 0 Hauppauge, NY Anaheim, 14/$35� 21101 FAx 5111241 4218 FAx 7141 _;• . ...... APPROVED California Office of statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 Marche 1, 1999 ,,, �f *Valid for 3 Years Ma imam i.,---4z. ), N� 8111 Staehlin (916) 854 382 A ' A • - PRoo Dhiru Mall P ►I1h1ITGIF Structural Engineer California SE No. 2811 o§ SCB C SSB LAG SCREW AT . ,ACHMENT TO A STRUCTURAL WOOD MEMBER OPTION b 1 1 CI t I II I I I IIiII IIIIIIIIIUu1 LAO SCREW EODE DIA. DISTANCE (E) 112' (13 mm) 2" (61 mm) 518" (18 mm) 2112' (84 mm) 314" (19 mm) 3' (78 mm) MAXIMUM LAG SCREW LOADS TO STRUCTURE UP TO 2:1 BRACE ANGLE SCB/SSB SIZE TENSION Ibe (kN) SHEAR ibe (kN) 1 570 (2.5) 360 (1.6) 2 920 (4.1) 560 (2.6) 3 1330 (5.9) 760 (3,4) STRUCTURAL WOOD MEMBER LAG SCREW KB • SEISMIC CABLE BRACE OR PAGE X1 SSB • SEISMIC SOLID BRACE REF. PAGE X4 PTION #1 NOTE: THE STRUCTURAL ENGINEER OF RECORD MUST CHECK THE STRUCTURAL WOOD MEMBER FOR THE SEISMIC LOADS FROM THE SEISMIC RESTRAINT SYSTEM. MASON INDUSTRIES, Inc. tatti/echarn of iIir tion Cobol 1 * ct 350 Ribro Drive 2101 W. Crescent Ave., Sulte D Hauppauge, 02 1746 Ane711e415,�'27101 FAX 5161341 .0214 FAX 71415354738 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 .4•119N\ *Va11d for 3 Y ere M Imum . ' ■ : „ 511113taehlln (914) 654 62 PIM LA 1 6 2000 t itirrill3 Structural Engineer P" California SE No. 2811 PIPE WEIGHTS STEEL PIPE Pipe Dia. (In.) Pipe Schedule Insulation Thickness (in.) Weight per Foot (Ibs) Pipe Water Insulation Total 1 40 1 1.7 0.4 0.7 2.8 1 1/4 40 1 2,3 0.7 0.8 3.8 1 1/2 40 1 2,7 0.9 0.9 4,5 2 40 1 3.7 1,5 1.0 6.2 21/2 40 1 5.8 2.1 1.2 9.1 3 40 1 7.6 3.2 1.3 12.1 4 40 1 11.0 5.5 1.8 18,3 5 40 11/2 15.0 8.7 2.9 28,6 6 40 11/2 19,0 12.5 3,3 34.8 8 40 11/2 29.0 22.0 4.1 55.1 10 40 11/2 41.0 34.0 5.2 80.2 12 40 11/2 54.0 49.0 6,0 109.0 14 30 11/2 55.0 60,0 7.0 122,0 16 30 11/2 83.0 79.0 7,5 150.0 18 30 11/2 82.0 100,0 8.0 190,0 20 20 11/2 79,0 126.0 8,5 214.0 24 20 1 1/2 95.0 184.0 10.0 289.0 COPPER PIPE Pipe Dia. (In,) Copper Typo '� I� n� ne ion Thickness In. Weight per Foot (Ibe) PI o Water Insulation Total 1 L 1 0.7 0,4 0.7 1.8 11/4 L 1 0.0 0,6 0.8 2.3 11/2 L 1 1.1 0.8 0.9 2.8 2 L 1 1.8 1.4 1.0 4.2 21/2 L 1 2.5 2.1 1.2 5.8 3 L 1 3.3 3.0 1.3 7,6 31/2 L 1 4.3 4.0 1.5 9.8 4 L 1 5.4 5.2 1.8 12.4 5 L . 11/2 7.6 8.1 2.9 18.6 6 L 11/2 10.2 11.6 3,3 25.1 8 L 11/2 19.3 20.3 4.1 43,7 10 L 11/2 30.1 31.6 5.2 66.9 12 L 11/2 40.4 45.4 6.0 91,8 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R.0349 March 1,1999 'VaIId for 3 Years Maximum �. • •`rI 4'- Bill 8tashlin (916) 654 362 II MASON INDUSTRIES, Inc. Nang/Munro o/ rtirstio,1 NOW Awttiro& 350 Rabro Drive 2101 W. Crescent Ave., Suite D Hauppauge, NY 11714 Anaheim, CA 12101 516/341 .0212 114/5352727 FAX 516/341 .0279 FAX liussaza ruaulIVID MAR far e ;jfl Dhiru Mali Structural Engineer Califomla SE No. 2811 PIPE WEIGHTS STEEL PIPE Pipe Dia, (mm) Pipe Schedule Insulation Thickness (mm) Weight per Meter (kg) pe Water Insulation Total 25 40 25 2.5 0.6 1.0 4.1 32 40 25 3.4 1.0 1.2 5.6 38 40 25 4.0 1,3 1.3 6.6 51 40 25 5.5 2.2 1,5 9.2 64 40 25 8.6 3.1 1,8 13.5 78 40 25 11.3 4.8 1.9 18.0 102 40 25 18.4 8.2 2.7 27.3 127 40 38 22,3 12,9 4,3 39.5 152 40 38 28,3 18.6 4.9 51,8 203 40 38 43,2 32.7 6.1 82,0 254 40 38 81.0 50.6 7.7 119,3 305 40 38 80,4 72.9 as 162.2 358 30 38 81,8 89.3 10.4 181,5 408 30 38 93.8 117.8 11,2 222,8 467 30 38 122,0 148.8 11.9 282.7 508 20 38 117.6 187.5 12.6 317.7 610 20 38 141.4 273.8 14.9 430.1 COPPER PIPE Pipe Dia, (mm) Copper Typo Insulation nes Thicks (mm) Weight per Meter (kg) Pipo Water Insulation Total 25 L 26 1.0 ~ 0.6 1.0 2.6 32 L 26 1,3 0.9 1.2 3,4 38 L 25 1.0 1.2 1.3 4.1 51 L 26 2.7 2.1 1.5 8.3 64 L 26 3.7 3.1 1,8 8.6 78 L 25 4,9 4.6 1.9 11.3 89 L 26 6.4 6.0 2.2 14,8 102 L 25 8.0 7.7 2,7 18.4 127 L 38 11.3 12.1 4,3 27.7 152 L 38 15.2 17.3 4.9 37.4 203 L 38 28.7 30.2 8.1 65.0 254 L 38 44,8 47,0 7,7 99.6 305 L 38 60,1 87.3 8.9 138.3 MASON INDUSTRIES, Inc. Anu/aelumr o/ /mire r Control &emu 350 Rabro Drive 2101 W. Crsscmt Ave., Suits D H'u5161134020211 °8 114/5354727 / FAX 51613414210 FAX 7141b3ESNEp . ea. • . • ,• APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -0349 March 1, 1999 ° •Valid ' for 3 Years Ma Imum � ■ ` � BM dteehlln (018) 8tf4- 362 � �R 1 ��000 p , N Strucctural Engineer California SE No. 2811 PIPE WEIGHTS (continu. J) SCHEDULE 40 PVC PIPE Pipe OIa. (In.) Wall Thick. (In.) Wei, ht per Foot sibs) , Pipe Water Total 1/2 0.109 0.15 0.13 0.28 3/4 0.113 0.20 0.23 0.43 1 0.133 0.30 0.37 0.67 11/4 0.140 0.40 0.65 1.05 11/2 0.145 0.48 0.88 1,36 2 0.154 0.64 1.45 2.10 21/2 0,203 1.02 2.07 3.09 3 0.216 1.33 3.20 4.53 31/2 0.226 1.60 4.28 5.88 4 0.237 1.90 5,51 7.41 5 0,258 2.77 8.66 11.43 6 0,280 3,34 12.15 15.49 8 0.322 5,28 21,60 20,88 10 0.366 7.51 34.10 41.61 12 0.406 10,02 48,50 58,52 SCHEDULE 80 PVC PIPE Plpo Dla. In. Wall Thick, In, WeIDhtyer Foot albs) PI . o Water - Total 1/2 0.147 0.15 0.10 0.26 3/4 0.154 0.26 0.19 0.45 1 0.179 0,38 0.31 0,69 1 1/4 0.191 0.53 0.56 1,08 11/2 0.200 0.64 0,77 1.40 2 0.218 0.88 1,28 2.18 21/2 0.278 1.35 1.83 3.18 3 0.300 1.80 2.88 4.68 31/2 0.318 2.20 3.85 6.05 4 0.337 2.84 4.98 7.62 5 0.375 4.13 7.87 12,00 6 0.432 8.03 11.29 18.32 8 0.500 8.02 19.80 27.82 10 0.893 11.89 31.10 42.90 12 0.887 18.37 44.00 80.37 APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R-0349 March /1,1999 �,,.,,�`Valid for 3 Years Maximum ;"' 8111 St..hl$n (916) 654. 362 MASON INDUSTRIES. Inc. ilattifselvm of Owl* £Ind taigas 350 Retire Dri• 2101 W. Crescent Ave„ Nis D HIuppesp, NY 11711 MINI" CA112001 51113414212 71415352727 FAX 5111341 .0219 FAX 7141535 ENED Dhlru Mali Structural Engineer California SE No. 2811 i B - SEISMIC CABLE Btr�:CE PRESTRETCHED GALVANIZED AIRCRAFT CABLE 1 x 19 STRAND CORE CABLE BRACE ANCHOR (Formed Steel) BOLT DIA, "Q" HOLE DIA, TYPE SCR ASSEMBLY RATINGS AS CONTROLLED BY CABLE BREAKING STRENGTH OSHPO Minimum Cable Max. Torque DIa, Ratings on Hosts Sire In (mm) iba (IiN) M•Ibs (N.m) SCS•1 (3) (4.3) (47) 3/10 2050 6o (5) (9,1) (68) 1/4 3160 116 (0) (14.0) (150) 3/8 6878 200 (10) (30,6) (271) SC8.2 SCH•3 $CH•4 TYPE SCR ANCHOR DIMENSIONS • Inches (mm S1ia A 11 C 0 0 P 0 H SCS•1 13/0 2 1 16/10 3 3/0 1 1/2 9/16 1/2 (35) (61) (25) (24) (86) (38) (14) (13) 16/0 2 314 1310 13/10 4 3/5 13/4 11/10 515 (41) (70) (35) (30) (111) (45) (17) (10) 8CB•3 2 31/2 13/4 17/10 43/4 2 13110 3/4 (51) (89) (45) (37) (121) (61) (21) (10) 800.4 3110 5 21/2 1 10/10 6 3/4 21/4 16/10 1 (12704) (49) (140) (57 33) (25) SC0.2 r MASON INDUSTRIES, Inc. A/oy fieho of ?Oration Control Prodosb 350 Rabro Drive 2101 W. Crescent Ave,, Sub D Nou51�6/341-0 11188 Anaheim, 3SiMEN!D FAx 5161341 -0219 FAx+�IMt�o/UKWIIA APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R-0349 March 1, 1999 *Valid for 3 Y airs Ma Imum fA•.:o, �, Fey • -rrr ' "7'1 Bill dbahltn 016) 654 362 _ P PI age RMITCENTE X 1 _._._ Dhiru Mali Structural Engineer California SE No. 2811 S 3H - SEISMIC CABLE E ACE WITH HOOK ATTACHMENT PRESTRETCHED GALVANIZED AIRCRAFT CABLE 7 x 19 STRAND CORE CABLE BRACE ANCHOR (Famed Steel) BOLT DIA. "0' INSIDE HOOK DIA, TYPE SCBH ASSEMBLY RATINGS AS CONTROLLED BY CABLE BREAKING STRENGTH OSHPD Mlnamum Cable Max. Torque Dia, Ratings on Bolts Bite In (mm) Ibs (kN) Mb. (N•m) BCBH•1 SCBH•2 SCBH•3 BCBH•4 TYPE SCB ANCHOR DIMENSIONS . Inches (mm) STANDARD ROD WITH FULL NUT Additional etardard Rod elxos Mu Rod alio with Wuhsr' A B 0 1/8 975 (3) (4,3) 3/16 2050 (0) (0,1) 1/4 3150 (5) (14,0) 3/8 6870 (10) (30,0) 35 (47) eo (08) 118 (156) 200 (271) D B P 0 H 8CBH•1 SCOH•2 5/8 3!8 to 1/2 17/5 2 3/8 1 1 3 3/5 1 1/2 5/5 1/2 (10) (1010 13) (48) (60) (26) (25) (88) (38) (t8) (13) 7/8 1/210 3/4 2 716 3 3/4 13/8 13110 4 3/8 13/4 7/8 6/8 (22) (13 to 10) (73) (95) (35) (30) (111) (45) (22) (10) SC ©H•3 1 1/8 6/8 to 1 31/2 4 3/4 13/4 1 7110 4 3/4. 2 1 1/8 3/4 �20r) _61x25) (80) (121) (44) (971 (121) :' a :i. iii a!i 111E•I :.i: PULL SCBHe SNUG STANDARD WASHER BEFORE TIGHTENING NUT. (Mln. OD52,5 x Rod Dia,) PLAN VIEW OF SCBH INSTALLATION APPROVED California Offlao o Statowido Health Planning and Dovolopmant FIXED EQUIPMENT ANCHORAGE R-0349 March 1, 1999 'Valid for 3 Years Ma Imum • 4I11 Stashlin 016) 454 362 MASON INDUSTRIES, Inc. lloagt.c m7 of iffrlation Cobol iota 350 Rabro Drive 2101 W. Crescent Ave., Suite 0 Hauppauge, NY 11189 Anaheim, CA 121101 511/3410212 114/ FAX 5111341 .0279 LA Dhlru Mali Structural Engineer California SE No. 2811 ANGLE SIZE 1C - SEISMIC ROD CL, - AP .8. LOCKING BOLT .C. ROD SIZE TYPE SRC WITH STEEL ANGLE ASSEMBLY RATINGS Rod Site In (mm) Maximum Compr. Force Iba (kN) Steed Angie Stiffener Min. Max. Size Length In (mm) In (mm) Maximum SRC Spacing in (mm) 1/4 75 1xlx1 /8 98 14 (8) (0.3) (25 x 25 x 3) (2438) (356) 3/8 425 1 x 1 x 1/8 98 22 (10) (1.9) (25 x 25 x 3) (2438) (559) 1275 1x 1 x 1/8 96 31 112 (5.8) (25 x 25 x 3) (2438) (787) (13) 1200 1 1/2 x 1 1/2 x 1/4 120 31 (5.3) (38 x 38 x 8) (3048) (787) _ 1475 1 x l x 1/8 96 39 6/8 (8.6) (25 x 28 x 3) (2438) (991) (16) 1328 1 1/2 x 1 1/2 x 1/4 120 39 (5.9) (38 x 38 x 6) (3048) (991) 4 25o0 1 1/2 x 1 1 x 1 4 1 48 (19) (11.1) (38 x 38 x 6) (3658) (1212) 4800 1 1/2 x 1 1/2 xi/4 132 58 7/8 (20.4) (38 x 38 x 8) (3353) (1422) (22) 4400 2 x 2 x 1/4 144 68 (19.5) (51 x 51 x 8) (3850) (1422) 6800 1 112 x 1 1/2x1/4 132 85 1 (25.6) (38 x 38 x 8) (3353) (1851) (25) 6900 2 x 2 x 114 144 65 (30,7) (61 x 51 x 8) (3858) (1851) 1 1/8 080-71177,44 14r 73 (29) (42,7) –7174-1-1133r- (51 x 81 x 8) (3666) (1854) 2 x 2 x1/4 144 ' 82 — (32) _ (63.4) (61 x 61 x 6) (3668) . 083 (2) . Nolo: Retort* Pogo 01 for SRC Installation dotal,. TYPE SRO DIMIN$IONI • inches (mm) 0 SIN A 0 C Aooaplabie Rod alto SRC•1 1318 1 x 10 4 p 1 x f 1 bole (35) (13 x 44 Long) (25 x 25 x 3) (8 (o 18) ORC•1 112 19/18 6/8 x 2 Long 1 1/2 x 1 1/2 x 1/4 1/2 lo t (40) (10x51 Long) (38 x 38 % 8) (131025) 8R0.2 13/4 5/5 x 3 Long 2 % 2 x 114 7/810 1 1/4 (44) (1 e x 76 Long) 61 x 61)(6 221o32 MASON INDUSTRIES, Inc. Yaly/solrarnr of PlhalM°» Cork ,maids 350 Rsbro Drive 2101 W. Crescent Ave., Suite D Hauppauge, -0� 21110 Anaheim, 354 727101 FAX 5161241 0279 FAX 71415356735 ,- ... APPROVED California Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R-0349 March 1, 1999 \. *Valid for 3 Years Ma Imum ?�� aLs "s" Bi118f+1shlin (91S) 654 38x _., • N 1► ii R 1 6 zoon MX 61 .1111... Struccttural Engineer California SE No, 2811 1111.. i CCr - CLEVIS CROSSBOLf RACE (1) BOLT CLEVIS CROSSBOLT BRACE - Cievis Sizes 1 1/2 IN. to 21/2 IN, (38 mm to 64 mm) (2) BOLT CLEVIS CROSSBOLT BRACE • Clovis Sizes 3 IN. to 30 IN, (78 mm to 762 mm) CCD DIMENSIONS • Inches (mm) SIN L APPROVED California Health Planning FIXED EQUIPMENT R -0349 „„ 'Valid ;?` r't .ri :to ..' . ' Ay W H A culi 1 R �� EFi Structural Engineer California SE No. 2811 0 0 0"` ' CC9.1 1/2 (30) 17/6 (40) 1/4 ) 1(29) 16/10 (24) 1/2(13) 7/10 (11) 3/6.10 UNC x 1 1/4 (10.10 NO x 3a) CCO.2 (61) 2 316 (00) 114 (0) 1(26) 13/10 (30) 1/2 (13) 7/10 (11) 3/0.10 UNC x 1 1M (10.10 UNC x 32) CO • 2 112 (64) 2 7/8 (73) 3/0 (10) 1 1/0 (20) 17/16 (37) 112 (13) 7110 (11) 3/6.10 UNO x 1 1/4 (10.10 UNO x 32) CCO.3 (70) 31/2 (80) 3/0 (10) 1 1/6 (20) 3/4 (10) 112 (13) 7/10 (11) 3/0.10 UNC x 1 114 (10.10 UNO x 32) CCU • 4 (102) 41/2 (114) 3/0 (10) 1 1/0 (20) 1 (26) 1/2 (13) 7/10 (11) 3/6.10 UNO x 1 1M (10.10 UNO x 32) CCO.5 (127) 8 9/16 (141) 1/2 (13) 1610 (33) 1 (26) 1/2 (13) 7110 (11) 318.16 UNO x 13/4 (10.10 UNO x 44) CCD • 0 (152) 06/6 (100) 1/2 (13) 16!10 (33) 1 1/2 (30) 1/2 (13) 7/10 (11) 3/0.10 UNC x 13/4 (10.10 UNC x44) CCU .8 (203) 0 0/0 (219) 610 (10) 17!10 (37) 2 (61) 1/2 (13) 7 /10 (11) 3/8.10 UNC x 13/4 (10 . 10 UNC x 44) CC° .10 (254) 10 314 (273) 314 (19) 10110 (40) 21/2 (04) 1/2 (13) 7/10 (11) 3/8.10 UNC x 13/4 (10.10 UNC x44) CCU • 12 (305) 12 3/4 (324) 3/4 (10) 10110 (40) 3 (70) 1/2 (13) 7/10 (11) 3/0.10 UNC x 1314 (10 . 10 UNC x44) CM • 14 (360) 14 (360) 7/0 (22) 1 11/10 (43) 31/2 (60) V2 (13) 7/10 (11) 3/0.10 UNC x 1 3/4 (10 . 10 UNC x44) CCU • 10 (400) 10 (400) 1 (20) 19/6 (40) 4 (102) 1/2 (13) 7/10 (11) 3/6.10 UNC x 2 (10.10 UNC x 61) CO • 10 (467) 10 (467) 1 1/0 (20) 2 (61) 41/2 (114) 1/2 (13) 7/16 (11) 3/6.10 UNC x 2 (10.10 UNC x 61) CCU • 20 (606) 20 (600) 1 1/4 (32) 21/2 (64) 6 (127) 3/4 (10) 0/10 (14) 112.13 UNC x 2 1/2 (13.13 UNO x04) CCU • 24 (010) 24 (010) 1 1/4 (32) 21/2 (64) 0 (162) 3/4 (19) 0/10 (14) 1/2.13 UNO x 2 1/2 (13 . 13 UNO x 64) CCU • 30 (762) 30 (702 1 1/4 (32) 2 112 (64) 71/2 (101) 3/4 (10) 9/10 (14) 112.13 UNC x 2 1/2 13.13 UNO x04) ti MASON INDUSTRIES, Inc. r l%% R of Woks Control !Wiwi: 350 Rebro Drive 2101 W. Crescent Ave., Suite D Hauppauge, 1211e6 An1h415354127 Oi FAX 5161341 .0219 FAX 11415354131 : • i • APPROVED California Health Planning FIXED EQUIPMENT R -0349 „„ 'Valid ;?` r't .ri :to ..' . ' Ay Office OF Statewide and Development ANCHORAGE March 1, 1999 for 3 Years M /mum ` 61118taehlln (ill) 654. 302 ______-, „_.__ Pa .e " ' R 1 2000 culi 1 R �� EFi Structural Engineer California SE No. 2811 ti ofs PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: , M2000-061 DATE: 6 -8 -2000 PROJECT NAME: MCI WORLDCOM SITE ADDRESS: 12682 GATEWAY DR S _Original Plan Submittal Response to Correction Letter # SUITE # Response to Incomplete Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: g Divis�an Public Works Fire Prevention Structural Planning Division El Permit Coordinator 1p DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete DUE DATE: r: 3-2000 Not Applicable ❑ TOES /THURS ROUTING: Please Route El Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALI OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions L_.. REVIEWER'S INITIALS: DUE DATE: z;11 Z�QO Not Approved (attach comments) ❑ DATE: C(, RECTION DET RE MINATION: Approved ❑ Approved with Conditions ❑ REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) E DATE: WRROUTE.DOC 5/99 Of PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP tTIVITY NUMBER: M2000-061_ PROJECT NAME: MCI WORLDCOM SITE ADDRESS: .12682 GATEWAY DR DATE: 3-16..2000 'XS_ Original Plan Submittal Response to incomplete Letter #_.,,,,,., ,„__Response to Correction Letter # # „�. After Permit Is Issued DEPARTMENTS: B i ding Division 111 Fire Prevention a Planning Division ❑ AU X/ 3 -70.00 AUxi 510-co Public Works E Structural Permit Coordinator (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: - - QQQ_ Not Applicable ❑ TOES /THURS ROUTING Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required APPROVALS OR CORRECTIONS: (ten days) Approved El Approved with Conditions REVIEWER'S INITIALS: DUE DATE 4 -1 8-2000 Not Approved (attach comments) Ei DATE: C4RRECTIQN. allE 3l !!NAT$ON: Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: PROJECT NAME: MCI \n,.�rld Gorr) PERMIT 1110 :. t1LOct.. C(c I Site Address: lZia 02. i vx y Dr. -S-- Original Issue Date: 3-.5I-00 Revision • Date No.. Received REVISION LOG Staff Initials bate Issued ' ''Staff Initials ve /2Ay : Picose at • • %' . v- oKc (please print) , Revision No. Summary of Revision: Date Received Staff Initials Date Issued IStaff Initials Received By: • (please print) ' Revision Date Staff I Date Staff No. • Received Initials Issued Initials Summary of Revision: Received By: (please print) , Summary of Revision: Received By: (please print) Revision No. Date Received Staff Initials Date Issued 1 Staff Initials Summary of Revision: Received By: (please print). City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (.‘, " - Rio Plan Check/Permit Number. „!, ' 2000 - 0 lo / ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued Project Name: /4/4 D W Dr2Lt2 t '77)&w 1..4 ipirefr r/Ub p- Arc/4,r'v Project Address: >S Contact Person: 37 VE B, 4 i 6 Q „1 Ui nie&J Phone Number. alp 444 -06,00 PERMIT CENTER Sheet Number(s): "Cloud" or highlight ail areas of revision including date of rev Received at the City of Tukwila Permit Center by: 215--"Entereci in Sierra on 8 'c 000 06/x9/99 Wash! : on 98188 • 206 4313670 • Fax (206) 4313665 city of Thkwila Fire Department Fire Department Review Control #M2000 -061 (510) Steven M. Mullet, Mayor Thomas E Keefe, Fire Chief March 20, 2000 Re: MCI Worldcom - 12682 Gateway Drive Dear Sir: The attached set of mechanical plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm anel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2 000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 4404 • Fax: 206475.4439 City of Thkovila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 2. Project shall comply with article 63 of the 1997 Uniform Fire Code. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, .5/0 The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-5754404 • Fax: 206-5754439 P6254$2410011/971 DEPARTMENT OP LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL *IP tit EXP:'i�DATE rf � .0/03719 4 HOFFMAN CONSTRUCTION CO OF WA ATTN: DEBBIE BRIDGES PO BOX 1300 PORTLAND OR 97207 Dctnch And I)IipI y CertHicutc (1;;GISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL Mtn. CC01 '11Or ' S P, 1 D0ATE . p!!TV DAE , , • „08/0#%1984 11, "° ' "A� PO BOX 1300`';. ' I ;'.tEB' . PORTLAND OR '97207 Sirsuluru issued by DI;PAR'rMENT OP LABOR AND INDUS'T'RIES Please Remove And Sign Identifienti,n Card Before Placing In 13i11fold ( 6 ! i e i 1 I II • r - - - 1 -'T �\ rinc rl nno \Irr•UAKIIr'AI DI AAI _ 7P1KIE I L J ZONE 3 ZONE 1 SHEET::UMMARY DWG: M2.1 Maximum Number of Symbol A �A„cher Paints INEhe To- 5]O lbs SYMBOL LEGEND: SEISMIC CABLE BRACE JOB: MCI WORLOCOM CUSTOMER: PEIMOFFMAN CONSTRUCTION (11 .1 110 Aircraft Cabio 111 vz^ Lag spew GENERAL -NOTES :> DIAGRAM T(Tansion1= 5I01bs VlShearl ; )CR -1 IB Aircrztt (11 112". Lag Sere. nchor Poh TTensiom 9201bs V(SM1ear) = 5601bs (tI SCBN -2 '. 1115CB3' ry15M" Lag Screw RI SCB -2 JI16'Aircmk Cable (1)510 "Lag Screw , SO 48. As 269 d • Sete Supported Pipe All Oirecl e n c Brace Ier Trapeze SuppoCed P pe Refer Io S F Oem Is KEY PLAN A. FOR CHILLED WATER DISTRIBUTION AND LOCATION/ ARRANGEMEt� OF ISOLATION VALVE, SEE PIPING B. FOR CRAG UNIT INSTALLATION DETAIL SEE SHEET NOTES O: d CHWR PING UP. Q INSTALL PIPING ON UNISTRUT SUPPORT BELOW RAISED FLOOR. SEE © FUTURE UNIT. Eh TIP General Notes: 1 This Crowing Is Certified for seismic bracing par apPINaMe codes and gMa seismicbr : ponenis fro rd as Se sm c „[Guide nes for SUSpentl us p onen[swll change the layout of iher nts to' etc and must b r compilance or marked locations a 2 Certain pipes may be omitted from bracing. (See Note 1, Page 10 with a mini roof 2transverse anal longitudinal brace for each straight pipe n. Vertical pipe drops,of up told feet rs Rrst) are braced fro snow„. Slxe and location of seismic brace campanents ass m a maximum OWN: Pl angle from M1OrizonUl elaS degrees withastr aural akachmont to ATE :/ DATE: T vivoo 3.l Mainline w„ ran Vertical rotl stiffeners may ba required at the aeismlc bnco locations. Revlaw pages B1, E1 and Gi in Ne "1999 Mason Industrlos Seismic Reslralnl 6 Refer to Section A charts in the MS99 Masan Industries Seismic Restraint Ouldelines for Suspended Piping' for Make and Embedment requirements of Lag Screw Repaired SEISMIC CABLE BRACE SYMBOL LEGEND i d REV: RECEIVED CTTY OF TUKWILA COMP Cl Oregon 1300 S.W. Sixth, Avenue co P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221-8811 FAX: (503)221 -8934 Ar ltecct / / / S St tructural GROUP MACKE NLG ct 0390 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201-0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechaalcal/El a �, t&11AO INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 Property Manager Gateway Corporate Cerny Cindy Duncan /Richard Kolta Phone: (206)241-1103 - MCI 7 c o f © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: REvISION EDITION CLOSING DATE Sheet' • 101. FIRST FLOOR MECHANICAL PLAN - ZONE 1 ‘4,p ?_ 9 70 ' DATE: 01/20/00 DRAWN BY: CHECKED BY: SHEET iftl. Lift M2.1 OF a =:oP r ` rea6EGi 6 f i r ta E`,'1 ui *- - lir W k IIPT r e MI � �6NU r a 6 ja5fe0rovne0 P n6mmw� � arsam IPw6cvaw 06ovi0ml Ia6FFa *O Pnr#G) w ee; �_ ._ , IF 1 ! . ! Y _1 Or ma ;a6�E9= o � �am66 „, siri ,a.PS> A a6 7 ► ■ 4 ( 6 ! i e i 1 I II • r - - - 1 -'T �\ rinc rl nno \Irr•UAKIIr'AI DI AAI _ 7P1KIE I L J ZONE 3 ZONE 1 SHEET::UMMARY DWG: M2.1 Maximum Number of Symbol A �A„cher Paints INEhe To- 5]O lbs SYMBOL LEGEND: SEISMIC CABLE BRACE JOB: MCI WORLOCOM CUSTOMER: PEIMOFFMAN CONSTRUCTION (11 .1 110 Aircraft Cabio 111 vz^ Lag spew GENERAL -NOTES :> DIAGRAM T(Tansion1= 5I01bs VlShearl ; )CR -1 IB Aircrztt (11 112". Lag Sere. nchor Poh TTensiom 9201bs V(SM1ear) = 5601bs (tI SCBN -2 '. 1115CB3' ry15M" Lag Screw RI SCB -2 JI16'Aircmk Cable (1)510 "Lag Screw , SO 48. As 269 d • Sete Supported Pipe All Oirecl e n c Brace Ier Trapeze SuppoCed P pe Refer Io S F Oem Is KEY PLAN A. FOR CHILLED WATER DISTRIBUTION AND LOCATION/ ARRANGEMEt� OF ISOLATION VALVE, SEE PIPING B. FOR CRAG UNIT INSTALLATION DETAIL SEE SHEET NOTES O: d CHWR PING UP. Q INSTALL PIPING ON UNISTRUT SUPPORT BELOW RAISED FLOOR. SEE © FUTURE UNIT. Eh TIP General Notes: 1 This Crowing Is Certified for seismic bracing par apPINaMe codes and gMa seismicbr : ponenis fro rd as Se sm c „[Guide nes for SUSpentl us p onen[swll change the layout of iher nts to' etc and must b r compilance or marked locations a 2 Certain pipes may be omitted from bracing. (See Note 1, Page 10 with a mini roof 2transverse anal longitudinal brace for each straight pipe n. Vertical pipe drops,of up told feet rs Rrst) are braced fro snow„. Slxe and location of seismic brace campanents ass m a maximum OWN: Pl angle from M1OrizonUl elaS degrees withastr aural akachmont to ATE :/ DATE: T vivoo 3.l Mainline w„ ran Vertical rotl stiffeners may ba required at the aeismlc bnco locations. Revlaw pages B1, E1 and Gi in Ne "1999 Mason Industrlos Seismic Reslralnl 6 Refer to Section A charts in the MS99 Masan Industries Seismic Restraint Ouldelines for Suspended Piping' for Make and Embedment requirements of Lag Screw Repaired SEISMIC CABLE BRACE SYMBOL LEGEND i d REV: RECEIVED CTTY OF TUKWILA COMP Cl Oregon 1300 S.W. Sixth, Avenue co P.O. Box 1300 Portland, Oregon 97207 Phone: (503)221-8811 FAX: (503)221 -8934 Ar ltecct / / / S St tructural GROUP MACKE NLG ct 0390 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201-0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechaalcal/El a �, t&11AO INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 -5280 FAX: (503)274 -7674 Property Manager Gateway Corporate Cerny Cindy Duncan /Richard Kolta Phone: (206)241-1103 - MCI 7 c o f © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: REvISION EDITION CLOSING DATE Sheet' • 101. FIRST FLOOR MECHANICAL PLAN - ZONE 1 ‘4,p ?_ 9 70 ' DATE: 01/20/00 DRAWN BY: CHECKED BY: SHEET iftl. Lift M2.1 OF -11-11, lir —mow NV r —==.4„, 6 r. F m=a ,___x__, __x__, Timm lIT er rrr % Po �6 TP'A� ik--r- ward ti '' ,en=Tae tai I e � - - li g MINICSMINL 11 1.T Ir A71r.ra ----, o =r" - Ri `E,T, o w s ? T h , , w ACM m 1 O FIRST FLOOR MECHANICAL PLAN — ZONE 2 1 SCE:1 /1 16• PROJECT NORTH I WORLOCOM SHEET SUMMARY DWG: M2.2 CUSTOMER: PSIIHOFFMAN CONSTRUCTION Symbo A maximum Seismic Load, nchor f+'nts rlTensicn) 01[ V(Shear) 060 b= T(Tension)=S70Ihs Ylshearl = 36D Ibs Lo ( (2)5CB -1 1B" Alrcran Cah (17112" Lag Screw ( t ) SCBH 3 ( 1 ) scs: ;; s nc" e Lay Total Materials 4 As Rq'tl 9 As aeg'e As 2 . SYMBOL LEGEND: SEISMIC CABLE BRACE • P • Zr " ferla Sep Suppor. Pipe se Brace (orTMpeze 5uppadetl Pipe Sect on FDelal Long we na Smce (orT peze 5uppode d Pipe ReleFlo Secl on F Oela I GENERAL NOTES A. FOR CHILLED WATER DISTRIBUTION PIPING DIAGRAM AND LOCATION /ARRANGEMENT OF ISOLATION VALVES, VALVES, SEE 8. FOR CRAC UNIT INSTALLATION DETAIL SE SHEET NOTES Q7 re CMS & R PIPING UP. © FUTURE UNIT. CD INSTALL PIPING ON UNISTRUT SUPPORT BELOW RAISED FLOOR. SEE ' e 8.4 N. sea. SI tlt :fom h orizontal 145 degrees M ... b anglefrom horizontal al49 degrees wimastr Mu. etMcloTafat la CKDr — f- Fa'sstorn- ss.s =t• ��, ^m^" °� DATE: 2/12/00 _ .... .. '. �. ... .. REV: tl sEff y b squired oohs se omit brace locations. R pages 1 Ei d G1 in tM1e't999 Mason Intlustrlos Solsmic Restraint Guldelln es tar Suspended Piping to determine vertical rod stiffening antl lnsmllallon mouiremants. 6 Refer to Section A charts In the MS99 Masan Industries Seismic Restraint Guidelines for Suspended Piping" for Make a. Embedment requirements of Lag Screw Required. SEISMIC CABLE BRACE SYMBOL LEGEND RCT name Ii \ CR OF MAR 9rauitl PERMITCENTEF, BB H O�IPANY C Or C01r1 110N 1300 S.W. Sixth Avenue P.O. Box 1300 Portland Oregon 97207 Phone: (503)221 -8811 FAX: (503)221-8934 AArhh iitU tecct'%CeMivlll /�SSttr4Luucctturat GROUP MMGIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 - 0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Mechanical/Electrical GLUMAC INTERNATIONAL 920 S.W. 3rd Suite 100 Portland, Oregon 97204 -2420 Phone: (503)227 - 5280 FAX: (503)274 -7674 Property Ma r� ate Center Cindy Duncan/RichardTKoita • Phone: (206)241 -1103 MCI 199 ALL RIG RESERVED THESE DRAWINGS ARE THE PROPERTY OF MCI AND ARE NOT TO OE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: zrc f a' es REVISION EDITION A CLOSING DATE Sheet Tale FIRST FLOOR MECHANICAL PLAN ZONE 2 h't'F t ^,A(' 7 9 7.0 DATE: 0004/00 DRAWN BY: CHECKED BY: SHEET M2.2 OF JOB NO. 990346 SEISMIC CABLE BRACE SYMBOL LEGEND SEE DETAIL SHEET SUMMARY DWG: M2.3 PUMP ROOM SYMBOL LEGEND: SEISMIC CABLE BRACE JOB: MCI VVORLOCOM CUSTOMER: PSI/HOFFMAN CONSTRUCTION A 201bs Number of Locations (1) SCBH t it sCIS - -1 gran cab s (111/2• Lag Screw 13) SC01 I1 Alrtr C u Total Materials As:q'tl • • UPPOned Pipe Lon Bracele:letlivib"" Support" Pipe Refer to SeGionC Detzil. Longilpdinal 707 Supponetl Pipe Refer la Section F Dc;ails ACCESS SPACE (TYP)- ABOVE GROUND PIPING MOUNTED ON STEEL SUPPORTS. General Notes: o < ( g' CAWS & CHWR 5 SJ FIRST FLOOR MECHANICAL PLAN ZONE 3 1 SCALE: 1 /8' =1r -0" rams & CHWR 16' PROJECT NORTH SHEET NOTES GENERAL NOTES 3' CHWS & CHWR PIPING UP. A PROVIDE STAINLESS STEEL JACKET W /INSULATKNI ON INSULATED D BOX ON AUTOMATIC CONTROL N AN PROTECTIVE VALVE Q PROVIDE STEEL SUPPORT FRAME FOR CHILLERS. NEW AiR COOLED CHILLERS. B. CONTROL VALVES FOR CHILLERS TO BE SUITABLE PROVIDE BACKDRAFT DAMPER AT DISCHARGE OF FOR OUTDOOR SEVERE COLD ENVIRONMENT OPERABLE © CRAG UNIT: TO 00F. VALVES BY CONTROL CONTRACTOR � Q FUTURE UNIT. ® PROVIDE CAPPED VALVE AT END OF PIPES. ® 8 CHWS & CHWP PIPING UP. S & CHM(R No Scale ICY *I 7.5 1 I i i ■ Q , L ei z � e� a g s � � �� i r4 N, . ®W ..).‘ V c' " g <m i E t? Net. E N V - t a Builder HOFFMAN COMPANY ot.Oregon CONSTRUCTON 1300 S.W. Sixth Avenue P.O., Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arhitect /Civil /Structural GROUP MAC ENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Phone: (206)241 -1103 Mechanical/Electrical OL.UMAG INTERNATIONAL 920 S.W. 3rd Suite: 100 Portland, Oregon 97204-2420 Phone: (503)227 -5280 FAX: (503)274- 7674 Property Manages. Gateway Corporate Center Cindy Duncon /Richard'Koito MCI 1999 © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OK MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisionss: REVISION EDITION I `? 6 CLOSING DATE Reclean • eITY OrRAPAIIA y a k i "nCC ; I' PERMITCENTEII KEY PLAN Sheet TItJe PLAN - ZONE S DATE: 01/20/00 DRAWN BY: CHECKED BY: JOB NO. M2.3« OF 990346 lir mEree.oe. Erai`` ' _ aroe gEarsi 7==r IV I ���. 11[1 /R q P � AE�,oP ��I We ..j�� r'' a E ►Z .� Ir IRV __, --. 1POP mE mroe.Ue.st am* luse arov.eerei — SEISMIC CABLE BRACE SYMBOL LEGEND SEE DETAIL SHEET SUMMARY DWG: M2.3 PUMP ROOM SYMBOL LEGEND: SEISMIC CABLE BRACE JOB: MCI VVORLOCOM CUSTOMER: PSI/HOFFMAN CONSTRUCTION A 201bs Number of Locations (1) SCBH t it sCIS - -1 gran cab s (111/2• Lag Screw 13) SC01 I1 Alrtr C u Total Materials As:q'tl • • UPPOned Pipe Lon Bracele:letlivib"" Support" Pipe Refer to SeGionC Detzil. Longilpdinal 707 Supponetl Pipe Refer la Section F Dc;ails ACCESS SPACE (TYP)- ABOVE GROUND PIPING MOUNTED ON STEEL SUPPORTS. General Notes: o < ( g' CAWS & CHWR 5 SJ FIRST FLOOR MECHANICAL PLAN ZONE 3 1 SCALE: 1 /8' =1r -0" rams & CHWR 16' PROJECT NORTH SHEET NOTES GENERAL NOTES 3' CHWS & CHWR PIPING UP. A PROVIDE STAINLESS STEEL JACKET W /INSULATKNI ON INSULATED D BOX ON AUTOMATIC CONTROL N AN PROTECTIVE VALVE Q PROVIDE STEEL SUPPORT FRAME FOR CHILLERS. NEW AiR COOLED CHILLERS. B. CONTROL VALVES FOR CHILLERS TO BE SUITABLE PROVIDE BACKDRAFT DAMPER AT DISCHARGE OF FOR OUTDOOR SEVERE COLD ENVIRONMENT OPERABLE © CRAG UNIT: TO 00F. VALVES BY CONTROL CONTRACTOR � Q FUTURE UNIT. ® PROVIDE CAPPED VALVE AT END OF PIPES. ® 8 CHWS & CHWP PIPING UP. S & CHM(R No Scale ICY *I 7.5 1 I i i ■ Q , L ei z � e� a g s � � �� i r4 N, . ®W ..).‘ V c' " g <m i E t? Net. E N V - t a Builder HOFFMAN COMPANY ot.Oregon CONSTRUCTON 1300 S.W. Sixth Avenue P.O., Box 1300 Portland, Oregon 97207 Phone: (503)221 -8811 FAX: (503)221 -8934 Arhitect /Civil /Structural GROUP MAC ENZIE 0690 S.W. Bancroft St. P.O. Box 69039 Portland, Oregon 97201 -0039 Phone: (503)224 -9560 FAX: (503)228 -1285 Phone: (206)241 -1103 Mechanical/Electrical OL.UMAG INTERNATIONAL 920 S.W. 3rd Suite: 100 Portland, Oregon 97204-2420 Phone: (503)227 -5280 FAX: (503)274- 7674 Property Manages. Gateway Corporate Center Cindy Duncon /Richard'Koito MCI 1999 © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OK MCI AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisionss: REVISION EDITION I `? 6 CLOSING DATE Reclean • eITY OrRAPAIIA y a k i "nCC ; I' PERMITCENTEII KEY PLAN Sheet TItJe PLAN - ZONE S DATE: 01/20/00 DRAWN BY: CHECKED BY: JOB NO. M2.3« OF 990346 II GRF.t'd;: been re c»rtyrxre w the sxt respo 4 Lae heal conchae :allsnalsal has - tl h e cEntract J nt C g , h � n41:; ; d c r 1fr1 J J'\ et\ inc to ,',Coot X tor 6/6 - - - -- 8 -100 20' -6' _ -- 19' -0' 10z6 8-200 org rsalctinfcrnt:nc ratt 5 revi tte rot' Ire, Ib t ft.1 t r ul mh, ms 1 48/94 HERMAN COMA t 1221 280 AVENUE E'•NOE•27H: KENT WASHINGTON Phone: (206) 575 =9700 Fax: (206) 575 -9800 www.hermanson.com,* Contractor Reg #: HERMACL0058J. 12682 GATEWAY DRIVE' TU KWI LA, WASH. 98168. No. Date Project' Number Revisions'' ■ AIIMATCH HM -2SW LINE �_ 6 56" 22 -i n���ii ►qa ii��i■� ®. - - -- - - - - 'U. TO — 6/6 22' 8" -- EF 1 —8. B—NO ®I 56 1 GLUMAC INTERN.AT'�N Consulting nglr.et • S�78RIITTAUSH $e *ued hetateth. (w genre de lga an un tr, I can melds ho Ml Cane ' eans:ens Quin. r mrerm antl rtg u ±s{ rn isb.tj fa tmc ,�OreCd eBii N'1 dNl,reCt dd'Vffle�t�a UBMISSIO REVIEW NO EXCEPTIONS'aKEN MAKE COREC MS N. ".7`D R:sCLu' g 1 S t EE Soil 1D ^ • 7R. kE t 46VI': \'; b 1P 1 MEMORANDUM , r.',,,,EN 20'-6 56" 48/24 o- - 13' 6i" 56 56 6 n •ps'i4I�'^:x 20' -6 ".. - 19' -0° 18x18 Q 18x12 24" 56 20• - -3" ._.. 48/24 8 -3000 22' -8° B 600 22 . -0 ., 1111111ii1 =MEM I■ 11111•1•111112MIIIIINZEMINIIIMI I ■IIII I1 1■ UP TO EF -2 20 -3 19' -3" 20' -3" 24/10, B -585 SEE SECTION A —A i8' -9" 56" F/• 0 0 '6 -3000 30x36 SECTION A —A VIEW LOOKING NORTH 18.5/16 FLEX 48x24 C -28 CRAC -27 30x36 GLUMAC INTERNATIQNAL Consulting: Engineers SUBMITTAL/SHOP DRAWN( Returnee hem. has been revr,* for general design and comCFanrewii contract dccomems to the exlem shown. Ceotractm ra5prmstble ICi denensIens Vad' :tks fieid candmor . performance and coordnebg •sel, other trades and is not ;alts ecl.rm responsibility for uret.thorized de ration from contrail aa.mems. ,WI_ ISSION REVIEW; S'NO EXCEPTIONS TAKEN ❑ MAKE CORRECTIONS N;: oos ❑ REVISE ANOfES'JSAtii t7 SEE SU0MiiTA:. REVIEW MEMORANDUM 500 C0i'.3 N5 HOFFMAN CONSIRUC 1106 CO: Submittal ;! 1SlbSo -3 las submittal has been renewed fia general conform" c t rio Ills contract d Cnntraetors review'. dens nu vs the, r1d0r(Subc0ntrneW nt re:pon,ibiley for rornahanee with all rerluim of the contra, including onpl l and a. of Cos surnettal. fi wl <Id,.euraracturr uarrucnts Ke mewed tare Design HERMANS:O COMPANY L. 1221 2ND AVENUE NORTH,. KENT, WASHINGTON- 98032f.`; Phone: (206) 575 -9700 Fox: (206) 575 -9800 www.hermanson.com` Contractor Reg #: i- IERMACL605 , B1 12682 GATEWAY DRIVE TUKWILA,WASH. 981 Revisions Drawn CPR Checked Scale '.1/4" = 25-0-895 CITYCFTUKwILA JUN — 8 2000 • PERMR CENTER -Th F;M -2S TUKW@[.A SWITCHING FACILITY 3 96 •••1.11'1 ■1.1111 ■■■UUIR AMEN 25-0" 24' -0" APPROX B WN - 0 P MOUNT RETURN DUCT TIGHT TO STRUCTURE. GRD'S ATTACH TO TAP OR ELL. ( TYP. '4 ) 8 "O.TYPE- A200CFM MOUNT 12' -0 "' (: TYP. 4 )'. U.•• ■1 .��.� HM -2NE MATC 1.� OJ NOTE: I SUBMITTAL FOI CLOUDED AREAS ONLY. m 3 GL UMAC IN T ERNA T'. "P• Consulting EnginY, I SUBMITTAUSHOP Reenne,l hereveith, hes bean rest,. I fur general design and car:penn;e v..:, I connect donumn S fe , shorn. Cntractor a trmr.,m-,:rle ter dime:Vole, quantifies field irditar: I pe.•f7r(ane. and ;nordinating widt otear trades end is nu retie.. born r; snonsibitity for 01.1 tathaton ern crn3ac: documents. §1 REVIEW: ST HO EGCFPTICIIS . , KEN n MAKE COVECr; N`:.a;.r . 0 . REVIS:=. AND SEE 151,1' - '.:i5 yn^,. SIEt lt. S' i Ce.t. =NTS HOF MAN CONS1'R(!CTION CO. Submittal# 11, suhmidnl has been reviewed fur gcncr, conformance waft I I r C J r. d ■u e rite kCneor Subconire f responsibriii, I pl 1 II i 'it ct, n I ding 1 %.)nfi ubmuid u C et., :raclor dl cute F vrcKCd by \1HID me 'UKWILA SWITCHING FACILI`I Drawn v :: HERMAN t 1221 2ND � kl; KENT, WASHINQTON 98 0'32 Phone: (206) 575';'67, 0,Q =.Fax:' ' (206) 575 "48Q0,d!. www.hermonsan.com ; .; Contractor Reg #: HERMACL6651 12682 GATEWAY DRIVE TU KWILA, WASH. 98168 CfTYOF JUN r,8 2000 PERMI7CENTER Checked Scale 1/4" = 1 -0 Project Number, 25 -0 -895 8 "0 -A -250 9 ' -6 " 8' -10" ' - 8" 8' -8" 6 "0 -A -100 - 5•-01" 13 "0 -A -360 ; 12x12 -C -350 F ' 9 -10.. 8' -10 - 18X12 UP L _ _ .8x8 -0 -110 B "m -A -250 8X6 . EXH. AIR C RAC -10 9' -10" 114 TUKWILA SWITCHING FACILITY' tQ 05/1G/30 'CPR PER ENG.' COMMENTS 04/27/00. CPR SUBMIT FOR 1PPROVALr N. Date. - By - Oesariptian #°IE COMPANY I '1221:2ND._ N M.ANS®L; ORTH KENT..WFSHINGTON 98032 'Phone: (206) 575 9700 www.heimansoncbm Contractor . Reg lIERM.ACi005EJ Design Drawn Checked 12682 GATEWAY DRIVE TUKWILA,WASH. 98168 Scale 1/4" = 1• -0• Project Number 25 -0 -895 MAJCH HM -1 NW LINE • B> • 6"0 -A -140 J 1 12x12 C -350 g 81 "e�0 ,10 r1 :: , a mm. -- 8"0 -C 8 "0 -A -. 250 CFM 2 -A 1650 22/2 CFM 10 . -4 »,, ■...alai. ■ ■ ■ ■ ■ ■ ■��slYtsl■ • 1 c um 10 "0 400 CF 10x10 I . 800 CFM, I NEW 8X8 EXH. AIR DU ! UP THRU ROOF AND CONNECT TO EXIST! 10' -2 8' -10 2 0 8 i EXH. FAN. 10.y6 » — 10 "0 -A 200 CFM -1�- 17' 16' F1 JI 10x18! HERMANSON COMPAN LL. 1221 2ND AVENUE NORTH KENT. WASHINGTON 98032 Phone : (208) .575- -9700 Fax: (206) 575 -9800 www.hermanson.com ontractor Reg #:HERMACL0058J 12682 GATEWAY DRIVE TUKWILA,WASH. 98168 TUKWILA SWITCHING FACILITY ". Revisions 05/16/00 CPR FOR. CONSTRUCTION 04/2//00 CPR COMPLETE SUBMITTAL 04/17/00 CPR PARTIAL SUBMITTAL No. Date By Description Design Drawn Checked Scale 1/4" = 1 .. Protect Number 25 -0 -895 SW MEZZANINE HVAC 2nd FLOOR SHOP DRAWING al _ C NE MIS ��M I PERMIT CENTER a 1 50'FM ■ l 0ii�l� I ," ` fie: _owl a -ice " _U ��. 2 MATCH HM -2NW LINE --p —__ 6 "0 -A -150 CFM 20' -11" 20' -5' APPROX. 20 -11" 20 APPROX. 6' -1" < G > \/ !E` T -6" 11• _- --- - -i EF HERMANS ON�=w: COMPANY 1221 2ND AVENUE NORTH. KENT, WASHINGTON Phone: (206) 575 - Fax: (206).575 -9800 ' www.herroanson.com _ Contractor Reg #: HERMACLQ058J MCIVVORLDC''I 12682 Gatewoy! Drive Tukwila , Wash. 98168 TUKWILA SWITCHIN FACILITY Revisions 05/16/00 CPR FOR CONSTRUCTION.: 4/24/00 CPR 'SUBMITTAL No. - Date By Description Design Tearr`i'; tole 1/4" HVAC ROOF NORTH WEST 3 85 LBS. HP 2 WA ,39" 685 LBS. li 2' - 1" 4' -1 " - 4 39" ti 685 LBS. -- 15 '_ 10 .. _._. 722 LBS. 110FE,,IAN CONS 1 .17111iald n: t,no for ralcn,r •,1 . �, Ih; \'�. .:I , ..tai. ihlil� h. 4 .— U Design Drawn Checked Scale HERMANSON COMPANY L. L: 1221 2ND AVENUE NORTH KENT, WASHINGTON. 98032 Phone. (206) 575-9700 Fax:. (206) 575 -9800 www.hermanson.com Contractor Reg #:..HERMACLOOSBU MCIWOR 12682 Gateway Drive Tukwila Wash. 98168 TUKWILA SWITCHING FACILITY Revisions No. Dote By Description Design Team M ! -R „I CPR 1/4" = 1` -0 „.. Project Number 25 -0 -895 HVAC ROOF SOUTH WEST RECEIVED TCKWIIA JUN _ 8 2000 VENT, DWG. SEE PLUMBING TYPICAL. G > U H ERMANSO N COMPAN L 1221, 2ND AVENUE NO ,;•1:, KENT, :WASHINGTON 98Q3 Phone (206) 575 -9106 Fax (206) 575 -9800 www.hermonson.com Contractor Rea #: HERMACLO05 MCIWORLDCO TUKWILA SWITCHING, FACILITY No. Dote By Description Design Drawn - CPR Checked Scale 1/4" _ —"�... Project Number 25-0-895 12682 Gateway Drive Tukwila , Wash 98168 Revisions 05/16/00 CPR FOR CONSTRUCTION' 4/24/00 CPR SUBMITTAL Design - Team' HVAC ROOF NORTH EAST RECEIVED CITYOFTUKWILA JUN - 8 200a PERMRCENTER