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HomeMy WebLinkAboutPermit M07-195 - KING COUNTY METRO - COMPONENT SUPPLY AT SOUTH BASEMETRO COMPONENT SUPPLY @ SOUTH BASE 12000 EAST MARGINAL WY S M07 -195 Parcel No.: 7340600421 Address: Suite No: 12000 EAST MARGINAL WY S TUKW Tenant: Name: METRO COMPONENT SUPPLY @ S BASE Address: 12000 EAST MARGINAL WY S , TUKWILA WA Owner: Name: KING COUNTY Address: 500 K C ADMIN BLDG , SEATTLE WA Contact Person: Name: RON FARRELL Address: 308 N 62 ST , SEATTLE WA DESCRIPTION OF WORK: UPGRADE COMPRESSED AIR SYSTEM Value of Mechanical: $20,000.00 Type of Fire Protection: doc: IMC -10/06 Cityf Tukwila Contractor: Name: CUTTER INC Address: 308 N 62ND ST , SEATTLE, WA Contractor License No: CUTTEI *030B3 Furnace: <100K BTU >100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us MECHANICAL PERMIT XOUIPMENT TYPE AND QUANTITY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *continued on next page ** M07 -195 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 730 -5784 Phone: 206 -781 -9661 Expiration Date: 01/01/2009 M07 -195 12/14/2007 06/11/2008 Fees Collected: $384.83 International Mechanical Code Edition: 2006 Boiler Compressor: 0-3 HP/ 100,000 BTU 0 3 -15 HP /500,000 BTU 0 15-30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 Printed: 12 -14 -2007 Permit Center Authorized Signature: Signature: doc: IMC-10/06 Print Name: V1 Rt City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us bo As Permit Number: MO7 -195 Issue Date: 12/14/2007 Permit Expires On: 06/11/2008 Date: ()—` 14 `07 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. Date: /Z // y/ This permit shall become null and void lithe work is not commenced within 180 days from the date of issuance, or if the work is suspender or abandoned for a period of 180 days from the last inspection. M07 -195 Printed: 12 -14 -2007 Parcel No.: 7340600421 Address: Suite No: Tenant: 12000 EAST MARGINAL WY S TUKW METRO COMPONENT SUPPLY @ S BASE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M07 -195 ISSUED 09/12/2007 12/14/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof'Ikwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila M07 -195 Printed: 12 -14 -2007 shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us * *continued on next page ** M07 -195 Printed: 12 -14 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 - 3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 -v- e If Date: / zA M07 -195 Printed: 12 -14 -2007 CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup://www.ci.tulovila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION /� P King Co Assessor's Tax No.: 7 3 x 6 �D 66 `'�2. / Site Address: I Plt200 Cam' Ma u Via) S-� Suite Number. Floor. Tenant Name: Me eit2 (( 1'1 h � gf p � y a s .Bas e New Tenant: ❑ Yes Et.. Property Owners Name: kiln V '' A^ 6trb Mailing Address: 201 ) h `fi , I .0 - T R - 0`{'3 I $ l&, 1(Y a • 9�S I6`�' �y s tip Mailing Address: 6 Company Name: Mailing Address: Company Name: Mailing Address: N4 Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) CONTACT PERSON - who do we contact when your permit is ready to be issued Name: c1 €,Y rl C rtrj 'LI4sb Day Telephone: 2Db - 40 P - 1334 Mailing Address: ' L a jtJ a, . me -T - C 4B 1 < S e L r ! & W q Q lo - E-Mail Address: q exv e •, K0 n mdrb k . b citY Fax Number 2 Db lO GENERAL CbNTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: (g utter (n C Contact Person: on Food: dI E-Mail Address: ( Iani &n • ecoi Contractor Registration Number: (1 e-- ¥ 00083 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Contact Person: E-Mail Address: Contact Person: 3 on E-Mail Address: AOn • 9i t a m� He . i )V Q oes TOrms- Appficstimsoaterov - Permit Apptiaaoadoe U Revised 9-2006 bb State ID city �/ Day Telephone: Wit) - 13 e () - x] 5704 Fax Number: ZOO —761 - -` 3 1) Expiration Date: 01 / /0 " I zip City Day Telephone: Fax Number ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Li _ /.Jl[. 1'i . 6 r S , lai k K) tgf. ,qat 16 Oa_ City zip Z4 ' '1 fo Day Telephone: 209 - /G io h n ay Fax Number: Ai r)/0 - i f' ' / i Page 1 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: 0-3 HP /100,000 BTU Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30-50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP/1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT INFORMATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: ( e-- - /n • Mailing Address: , / • O d- . Contact Person: & oil ra rve.,1l E-Mail Address: Cut exl haa rri sn &oM Contractor Registration Number: O u1 T I -4( 030133 Valuation of Mechanical work (contractor's bid price): S , n �, Scope of Work (please provide detailed information): ti_,Q e Q' (!D ep eoL our fj Use: Residential: New .... ❑ Commercial: New .... ❑ Fuel Type: Electric p' Gas —.El Replacement .... ❑ Replacement ....Er Other: Indicate type of mechanical work being installed and the quantity below: „4ea 1tle Vila- MO 3 city state vv Day Telephone: ZD?O - 7A0 r a Fax Number: 20(0 - 781 -gE30 Expiration Date: 01 Jo goal a.ur cam pv QAAppllmionsWomn•. -App ic$iiom On iine\3 -2006 - Permit Application.doo Revised 9-2006 bb Page 4 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 international Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE ft AUTHORIZED AG : Signature: / Print Name: Mailing Address: / S d..4' ekSaf, r Date Application Accepted: tft I Q: Applicaiia5Wonns Applkis(aas on Lin -).2m' • hrmii Appliwlan.doc Revised: 52006 bh / Date: / 7 / e 5 7 Day Telephone: C� �° /`j '3 SL City State Zip 1 (0 1 ,..... , Date Application Expires: 0 1 /2 1 91 J Staff Initials: Page 6 of 6 i Parcel No.: 7340600421 Permit Number: M07 -195 Address: 12000 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 09/12/2007 Applicant: METRO COMPONENT SUPPLY © S BASE Issue Date: Receipt No.: R07 -01964 Initials: JEM Payment Date: 09/12/2007 03:04 PM User ID: 1165 Balance: $0.00 Payee: CUTTER CONSTRUCTION CO. RECEIPT City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Description Amount Payment Check 16125 384.83 ACCOUNT ITEM LIST: Description MECHANICAL - NONRES PLAN CHECK - NONRES Account Code Current Pmts 000/322.100 313.86 000/345.830 70.97 Total: $384.83 Payment Amount: $384.83 2705 09/12 10 TOTAL 3 487 doc: Receiot -06 Printed: 09 -12 -2007 Project: M01' 0 (.n, ,n e..At Si Type of Inspe L ion: f i ^ I A /v W` c%c Ay"-.I Address: l 7 00 0 0 \ 51 ) "j` Called: Special Instructions: Q � �s ` �i 7 Date Wanted: . 3' " bp a.m. Requester: Phone No: Jo(' -7i - 6" INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ko rl 05" PERMIT NO. (206)431 -3670 Corrections required prior to approval. El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. COMMENTS: p of 1 c > ) r I ,� f n,r�. f Inspect IkkA Date: 'Receipt No.: 'Date: IJ aZ2I1 & ASSOCIATES, INC. (i':oTrrIINICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION September 25. 2007 KA No. 096-07374 .ion Zak KING COLIN Y 201 South Jackson M/S KC'S- TR- 0'13/1 Seattle. Washington 98104 RE: Construction Testing and Inspection Component Supply Ccnter 12000 East Marginal Way South Seattle. Washington MD R , 165 Dear Mr. Zak, In accordance with your request and authorization, our firm performed construction testing and inspection for the above- referenced project. The sampling and testing was performed by our inspectors on the dates indicated below. The following report is attached: • Field Report 86773 dated September22, 2007 If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, & ASSOCIATES, INC. R}jman Mercer Project Manager Pacific Northwest Division RM/ga 11715 North Crock Parkway South C -10( • Bothell. Washington 98072 • (425) 485 -5519 • F4 X (425) 485 -6837 Nth Offices Serving the Western United States fig un7 :7n dt. Mar E( r aai & Associates. Inc. (-trr.21?c, T.;:'. r N • MILL • nlr J:: • ENV:RL)NMF.M rAL LNGINe. «.NV r.Ovcrrtycih P: r... An: IN[PCC7 DATE: ---, J r • i:::. PROJECT #: � �! ,!.'•. 1 ,..�� i s� PROJECT: .C15.,z . k.•• , . • LOCATION: 2.02 KRAZAN PROJECT MANAGER: Z_i7 s. 5 ! .I, J r ( -i /7 i.—� CONTRACTOR: _C , JURISDICTION. 7-••?, i• , f PERMIT #: /"?.(„2_2_- l .; INSPECTOR: 7' .G J;• .rL . i: _ WEATHER: ; ���,�; .. TEMP: i7 FIELD REPORT NO: &0 -its ; \ -• • r? r77 4 c4.4 a Equipment/Asset Number(s): ru the best of my kriowledpe. thn t7t K.wN liupetlnfendent/Representative: i t WAS NOT pet fumed in accorcku,ice with IN; Cpproved plans, spec:ilicrfticr7s. ono rogooicxy regtisarnenis. Serving the Western Technician: . 7 f_ /. -7 -",i-ef- '1.7.47 - I .- Unite S tut s /WI floli kPeee.kv Mn...ial J•}1nti p a l e : Nls.rrt The iefeemeeeII P..rt.. ►al.Vl M.f MK"; n P.R.* l !pr the eeLl.nie.:.notrf OIL' heel. T:i• w•{ypl Tit ,ee le rcpvduce0 •1 n.y 1 p.lrill .eWMWI lie w Per/llb .. •...I :Iw• . hog ad A!lotiai i To t best of rrty knowledge. the above & Associates, Inc. CrCC1TCCI+MCA I NC:INFFNINC• • ! NvINCM'MENnAL ENGINrpwNr CohitVtn 1111•1 r(5' NG /\Nn IN.:+hl'+ION DATE: 47 •- 2 2 - U 7 PROJECT #:_tr:272. 16 O 73 7 PROJECT: C47222fime.ge .S.-4 j / 0. /T.1 LOCATION: _L Q KRAZAN PROJECT MANAGER: -. .�, Equipment/Asset Number(s): Superintendent /Representative: Tee hnl FIELD REPORT NO: CONTRACTOR: JURISDICTION: PERMIT #: INSPECTO WEATHER; .7J - - -- - TEMP: • I t; f , / WAS NOT p©rformod In ocr rncfpnce with the approved porn, specifti;otion lxtt f rw itt.srl.Ny requirements. Serving the Western United States 1.10I F.4d Rime 'Mr Qvifiae I Ittleiily 1).11! 1/::011 TIM• ill(Vmlaiwn tlro••t!C a.l 'Ii wp.l ,w tr,q.u,.l b. ihr.:.rl„l,. •, or the chem. Thu (epee' :my w hi m , the 1V1111ef1 pl M, t 1 II.. I illi m d Kii /si .t AMllileI. i COMPONENT SUPPLY CENTER AIR COMPRESSOR REPLACEMENT STRUCTURAL CALCULATIONS REVIEWED FOR CODE COMPLIANCE OV 14 2007 AtA i 7s f Tu ila BUILD N DIVISION FILE COPY PP S# pipe JOHN DAVIS, . ;ASE. • nn ° b - , i � : j i ���t; ��� t 10/30/2007 ` �r,. V �r' f ft';' f_'��u. �' i e�r ' ir v4 • I EXPIRES g'/ayp s I Moi INCOMPLETE TR #� RECEIVED NOV -2 2001 PERMIT CENTER � oL - T ATVNU\ N'T. . VaIt-) C. =(X.; S ti S-' 4t Lt I `I 37) s 1b uv.LL■kAJ = ► S b CN,,ck Pry .3.1, 's EK: Sfi13* 3 )Q4 4 Is V f.,c- \6f,Ov t•Sv A36 TNA5N0v, 9,60 1 1421b _ c), 1 S \b N 1) iS s\ , 3t , r,, TASK NO. PROJECT NO. METRO TRANSIT DESIGN & CONSTRUCTION ENGINEERING COMPUTATION SHEET TITLE: (� �• CCr+i' QSSSGZ 1` DATE: 10/43161 BY: i k T. OF 1 2 ) 1447 (Rev. 6/03) . ®gy ,s. ICC Evaluation Service, Inc. www.icc- es.orci Legacy report on the 1997 Uniform Building CodeN, the 2000 International Building Code and the 2000 International Residential Code DIVISION: 03— CONCRETE Section: 03151— Concrete Anchoring DIVISION: 04— MASONRY Section: 04081 — Masonry Anchorage HILTI HIT HY -150 ADHESIVE ANCHOR SYSTEMS HILTI, INC. 5400 SOUTH 122 EAST AVENUE TULSA, OKLAHOMA 74146 Copyright 0 2007 LEGACY REPORT 1.0 SUBJECT Hilti Hit HY -150 Adhesive Anchor Systems. 2.0 DESCRIPTION 2.1 General The Hilti HIT HY -150 Adhesive Anchor Systems consist of HY -150 hybrid adhesive mortar used in conjunction with threaded steel rod or deformed steel reinforcement bars. This evaluation report recognizes the use of HIT HY 150 in normal - weight concrete, lightweight concrete and fully grouted, concrete masonry construction. Table 1 provides general application descriptions for use of the Hilti HY -150 adhesive. The anchor system is an alternative to cast -in -place anchors described in Sections 1923.1 and 2107.1.5 of the 1997 Uniform Building Code TM (UBC), and Sections 1912 and 2107 of the 2000 International Building Code (IBC). The anchor systems may also be used where an engineered design is submitted in accordance with Section R301.1.2 of the 2000 International Residential Code* (IRC). 2.2 Materials: 2.2.1 Hilti HIT HY -150 Adhesive: Hilti HIT HY-150 adhesive is a hybrid adhesive mortar combining urethane methacrylate resin,' hardener, portland cement, and water. The resin and cement are kept separate from the hardener and water by means of a dual cartridge that allows for multiple uses. An injection nozzle, equipped with an internal helical mixing element, is attached to the manifold, and the adhesive components are dispensed through the injection nozzle to ensure proper mixing of the separate adhesive components. The injection nozzle may be replaced to permit multiple uses of the refill cartridges. The shelf life of the adhesive is at least nine months when it is stored in a dry, dark environment. Each cartridge Is stamped with an adhesive expiration date. Temperatures during short-term (less than 48 hours) storage Business/Regional Office • 5360 Workman Mil Road, Whxlier, California 90601 • (562) 699 -0543 Regional Off ice • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 Regional Office • 4051 West Fbssmoor Road, County Club lilts, Illinois 60478 • (708) 799-2305 *Corrected January 2007 ER -5193* Reissued January 1, 2007 of the adhesive must be between 23 °F and 95 °F ( -5 °C and 35 °C). Temperatures during long -term storage of the adhesive must be between 41 °F and 70 °F (5 °C and 25 °C). Hilti, Inc., should be contacted regarding suitability of adhesive for which the storage history is unknown. 2.2.2 Threaded Steel Rods: Threaded rods must be manufactured from steel that complies with the mechanical property requirements of ASTM A 36; ASTM A 193, Grade B7; AISI 304 -SS, Group 1 CW; or ISO 898 -1, Class 5.8, as shown in Table 2. Specification and installation parameters for threaded rods are noted in Table 3. 2.2.3 Reinforcement Bars: Deformed reinforcement bars (rebars) range in size from No. 3 through No. 11. The bars are manufactured from steel conforming to ASTM A 615, A 616, A 617, or A 706; minimum Grade 60. 2.2.4 Normal- weight Concrete: Normal - weight concrete must be normal- weight, stone - aggregate concrete having a minimum 2,000 psi (13.79 MPa) compressive strength at the time of anchor installation. 2.2.5 Structural Lightweight Concrete: Structural lightweight concrete must have a minimum 3,000 psi (19.17 MPa) compressive strength at the time of anchor installation. 2.2.6 Grouted Concrete Masonry Units: Concrete masonry construction must be fully grouted and have a minimum prism strength of 1,500 psi (9.58 MPa) at the time of anchor installation. Concrete masonry units must be Grade N, Type 1, in accordance with UBC Standard 21-4 or ASTM C 90 -99 (IBC or IRC). Mortar . must be Type N (minimum) in accordance with Section 2103.3 of the UBC, Section 2103.7 of the IBC, or Section R607 of the IRC. Grout shall comply with Section 2103.4 of the UBC, Section 2103.10 of the IBC, or Section R609.1.1 of the IRC. 2.3 Design: 2.3.1 General: Hilti HIT HY -150, in conjunction with threaded steel rod or rebar, is permitted to resist dead loads, live loads, and short -term loads, such as those resulting from wind or earthquake. The allowable tension and shear loads for threaded rod and rebar in concrete and masonry are given in Tables 6 through 13. The allowable bond or concrete tension and shear values in this report must be adjusted in accordance with Figure 1 for in- service base material temperatures in excess of 100 °F (38 ° C). ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifi cally addresse4 nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report ANSI Page 1 of 110 c K Page 2 of 10 ER -5193 Allowable loads for anchors subjected to combined shear and tension forces are determined by the following formula: (P, /Pr) + (V, /V,) s 1 where: P, = Applied service tension load. P, = Allowable service tension load. V. = Applied service shear load. V, = Allowable service shear load. For anchors installed at edge distances less than cc,, or anchor spacing less than s,„ or both, the allowable load of the anchor based on the bond /concrete strength must be reduced in accordance with reduction factors found in Table 4 of this report. 2.3.2 Short-term Loading: The allowable short-term seismic or wind shear load with threaded rod is the lower of the steel shear strength calculated in Section 2.3.2.1 or the bond or concrete /masonry shear strength given in Tables 7 through 9, 12 and 13, and may be increased in accordance with Section 1612.3.2 of the UBC or Section 1605.3.2 of the IBC, for wind or earthquake loading conditions. The allowable short -term seismic or wind tension load with threaded rod (Tables 6, 8, 9, 12 and 13) and the allowable seismic tension and shear load with rebar (Tables 10 and 11) is the lower of the tabulated steel or bond or concrete strength given in the tables, and may be increased by 33 percent in accordance with Section 1612.3.2 of the UBC or Section 1605.3.2 of the IBC, for short-term loading conditions. As an alternative, the applied loads may be reduced in accordance with Section 1612.3.1 of the UBC or Section 1605.3.1.1 of the IBC, for wind or earthquake loading. 2.3.2.1 Short-term Seismic or Wind Shear Based on Steel Strength: Allowable short-term shear capacities may be based on steel strength and must be calculated as follows and then compared to the corresponding concrete /masonry or bond value as described in Section 2.3.2: • For normal - weight concrete: – At less than standard embedment, the allowable steel strength is limited to A 36 threaded rod values, regardless of the actual type of steel used. – At standard embedment and deeper, the allowable steel shear strengths, given in Table 6, must be reduced as follows: • ASTM A 36 rods —No reduction from A 36 rod value. • ISO 898 Class 5.8 rods — Allowable load based on steel strength is limited to A 36 threaded rod values. • ASTM A 193 B7 rods— Allowable load based on steel strength is 0.71 times the A 193 B7 rod values. • AISI 304/316 SS CW rods — Allowable load based on steel strength is 0.79 times the AISI 304/316 stainless steel rod values. • Structural lightweight concrete and grouted concrete masonry units: – The allowable steel shear strength is limited to A 36 threaded rod values, regardless of the actual type of steel used. 2.4 Installation: Installation of the Hilti HIT HY -150 System must conform to the manufacturer's published installation instructions included in each unit package, and the requirements of this evaluation report. Installation parameters are summarized further in Tables 3, 4, and .5, and the corresponding load data tables. Holes for installation of the threaded rod or reinforcement bar must be drilled using a drill that is set In roto - hammer mode and that has a carbide- tipped bit that complies with ANSI 6212.15 -1994. Holes must be cleaned of dust and debris, using a wire brush and compressed air as required to remove particulate debris and to achieve a relatively dust -free surface. Holes are permitted to be damp, but all standing water must be removed in accordance with Section 4.12 of this evaluation report. The dual cartridge is self- opening, and the adhesive is dispensed through an injection nozzle equipped with an intemal helical mixing element that is attached to the cartridge manifold to ensure proper mixing of the components. Material from the first two `trigger pulls" must be discarded to ensure that only properly mixed product is used. The injection nozzle may be replaced to permit multiple uses of the cartridge. The injection nozzle must always be equipped with the internal helical mixing element. The injection nozzle must be as manufactured by Hilti for the HIT HY -150 Adhesive Anchor System. Holes are filled approximately two- thirds full with the mixed adhesive, injecting from the bottom of the hole towards the top. The threaded rod or deformed bar is twisted as it is inserted into the hole to the required embedment depth. The anchor position may be adjusted only during the gel time shown in Table 5. Anchors are permitted to be loaded to the design load only after the cure time shown in Table 5 has passed. See Section 4.13 of this evaluation report for limitations on base - material temperature during installation. 2.5 Special Inspection: Adhesive anchor installations require special inspection in accordance with Section 1701 of the UBC or Section 1704 of the IBC. The special inspector must record product description (including product name), adhesive expiration date, concrete or masonry type and strength, anchor diameter and steel grade, compliance of the drill bit with this report, hole diameter and location, cleanliness of hole and anchor, adhesive application, and anchor embedment. Additionally, the special inspector must state in the report supplied to the building official whether the anchor installation is in accordance with the manufacturer's published instructions and this evaluation report. 2.6 Identification:- The Hilti HY 150 adhesive is identified by labels on or in the packaging that include the manufacturer's name (Hilti), product name, lot number, expiration date, evaluation report number (ER- 5193), and installation instructions. 3.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Adhesive Anchors in Concrete and Masonry Elements (AC58), dated November 2001, including test reports for the following optional tests: axial tension testing of single anchors, establishing minimum edge distance, c = c (AC58 Test Series 5); axial tension testing of a group of two anchors, establishing minimum spacing distance, s= s (AC58 Test Series 9); shear testing of single anchors, establishing critical edge distance, c = c (AC58 Test Series 13); shear testing of single anchors, establishing minimum edge distance, c = c,,,,,, (AC58 Test Series 14); creep testing (AC58 Test Series 17); dampness testing (AC58 Test Series 19); freezing and thaw testing (AC58 Test Series 20); and seismic shear and tension testing of threaded rods and rebar (AC58 Test Series 21). 4.0 FINDINGS That the Hilti HY -150 Adhesive Anchor Systems described in this report comply with the 1997 Uniform Building Code" (UBC), the 2000 International Building Page 3 of 10 Code (IBC), and the 2000 International Residential Code (IRC), subject to the following conditions: 4.1 The HIT HY -150 Adhesive Anchor Systems with threaded rod are permitted to be used to resist dead loads, live loads and short-term loads, such as those resulting from wind or earthquake forces. 4.2 When anchors are used to resist short-term loads, such as wind or seismic, allowable loads must be calculated in accordance with Section 2.3.2 of this report. 4.3 Anchors used to resist seismic loads In concrete are limited to locations described in Table 14. 4.4 The anchors are installed in accordance with the manufacturer's instructions and this report. 4.5 The HIT HY -150 Adhesive Anchor Systems are installed in holes predrilled using a carbide- tipped masonry drill bit manufactured within the range of the maximum and minimum dimensions of ANSI B212.15 -1994. 4.6 Special inspection in accordance with Section 2.5 of this report is provided for all anchor installations. 4.7 Calculations and details demonstrating compliance with this report must be submitted to the building official for approval. 4.8 Anchors are not permitted for use in conjunction with fire- resistive construction. Exceptions are: • Anchors resist wind or seismic loading only. • For other than wind or seismic loading, special consideration is given to fire exposure conditions. 4.9 Adhesive anchors maybe used to resist tension and shear forces in overhead or wall installations only if consideration is given to the effects of elevated temperature conditions on anchor performance. Figure 1 describes load reduction factors for elevated temperatures. 4.10 Since an ICC -ES acceptance criteria for evaluating data to determine the performance of adhesive anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under these conditions is beyond the scope of this report. ER -5193 4.11 Since an ICC -ES acceptance criteria for evaluating the performance of adhesive anchors in cracked concrete or masonry is unavailable at this time, the use of anchors is limited to installation in uncracked concrete or masonry. Cracking occurs when f, > f, due to service loads or deformations. 4.12 Use of the HIT HY -150 Adhesive Anchor System in conjunction with unprotected carbon steel threaded rods and/or reinforcing bars shall be limited to interior exposure. Installations exposed to severe, moderate and negligible exterior weathering conditions, as defined in Figure 21 -1 -1 of UBC Standard 21 -1 (Table 1 of ASTM C 62-97a), are permitted where stainless steel (AISI 304 or 316 SS) threaded rod anchors are used. 4.13 Standing water must be removed from drilled holes. In applications where the concrete has been exposed to water for extended periods, drilled holes must be blown dry with oil -free compressed air for a minimum of one minute, or otherwise prepared to achieve an equivalent damp surface condition prior to anchor installation. 4.14 HIT HY -150 may be used in base materials having interior temperatures between 23 °F ( -5 °C) and 110 °F (43 °C) at the time of installation. Installation of HIT HY -150 in base materials having interior temperatures outside this range is beyond the scope of this report. The temperature of the HY -150 adhesive must be between 41 °F (5 °C) and 95 °F (35 °C) at the time of installation. 4.15 When anchors are located where the interior base - material temperature may exceed 100 °F (38 °C), allowable tension and shear loads in this report must be adjusted for in- service temperatures in accordance with Figure 1. The use of HIT HY -150 in base materials having interior temperatures exceeding 248 °F (120 °C) during their service life is beyond the scope of this report. 4.16 The HIT HY -150 adhesive is manufactured by Hilti GmbH at their facilities in Kaufering, Germany, with quality control inspection by Underwriters Laboratories Inc. (AA -668). This report is subjection to re- examination in one year. ALL- THREAD ROD NUT SPECIFICATION WASHER SPECIFICATION Description Specification 4, (ksl) f„ (ksi) Standard HAS Rod ASTM A 36 36.0 58.0 ASTM A 563, Grade A ANSI B18.22.1, Type A, plain Standard HAS -E Rod ISO 898, Class 5.8 58.0 72.5 ASTM A 563, Grade DH ASTM F 436 Super HAS Rod ASTM A 193 B7 105.0 125.0 ASTM A 563, Grade DH ASTM F 436 304/316 Stainless HAS Rod (' /; - ° /e ") ASTM F 593, CW 65.0 100.0 ASTM F 594, Alloy Group 1 ANSI 818.22.1, Type A, plain 304/316 Stainless HAS Rod ( - 1 45.0 85.0 PROPERTY THREADED ROD DIAMETER 'l, Inch 1 / 2 inch % Inch 2 14 inch 2 /. inch 1 inch 11 /4 inches A = Nominal area of threaded rod (inch 0.1105 0.1963 0.3068 0.4418 0.6013 0.7854 1.2272 BD = Nominal bit diameter (inches) '/,e 9 /1e 11 /15 13 /15 15 /16 11 /16 11 /2 T= Maximum torque (ft. Ibf) Embedment s Standard 15 20 50 105 125 165 280 I Embedment > Standard 18 30 75 150 175 235 400 Standard embedment depth (inches) 3 - 4 5 6 / 7 8 12 BASE MATERIAL ADHESIVE ANCHOR PRODUCT INSERT SPECIFICATION DATA LOAD DATA Normal weight concrete HIT HY -150 Threaded rod Tables 3, 4, 5 Tables 6, 7, and 12 Reinforcing bar Tables 4, 5, 10 and 11 Table 10 and 11 Structural lightweight concrete HIT HY -150 Threaded rod Tables 3, 4, 5 Table 8 Grouted block masonry HIT HY -150 - Threaded rod - Tables 3 and 5 Tables 9 and 13 SPACING (s) AND EDGE DISTANCE (c) TENSION CAPACITY SHEAR CAPACITY Tension Reduction Factor (f„) Direction of Load Shear Reduction Factor (f„) s„„,, = 0.25sp 0.7 Toward edge 0 7 Not toward edge c„„„ = 0.33c 0.6 Toward edge 0.2 Not toward edge 0.6 MINIMUM BASE - MATERIAL TEMPERATURE GEL TIME CURE TIME 23 °F 25 minutes 6 hours 32 °F 18 minutes 3 hours 41 °F 13 minutes 90 minutes 68 °F 5 minutes 50 minutes 86 °F 4 40 minutes 104 °F 2 minutes 30 minutes For SI: t °C = (t °F - 32)/1.8. Page 4 of 10 For SI: 1 inch = 25.4 mm, 1 psi = 6.894 kPa. For SI: 1 inch = 25.4 mm, 1 ft. lb. = 1.4 N -m, 1 inch' = 645 mm 2 . TABLE 1— APPLICATION DESCRIPTIONS TABLE 2 —STEEL SPECIFICATIONS FOR ROD, NUT AND WASHER TABLE 3— SPECIFICATIONS FOR INSTALLATION OF THREADED RODS IN CONCRETE USING HILTI HIT HY -150 ADHESIVE TABLE 4— REDUCTION FACTORS FOR REDUCED SPACING AND EDGE DISTANCE IN NORMAL- WEIGHT AND STRUCTURAL LIGHTWEIGHT CONCRETE ER -5193 TABLE 5— HILTI, INC.'S, RECOMMENDED GEL AND CURE TIMES FOR HILTI HIT HY -150 ADHESIVE ANCHOR DIAMETER (inches) EMBEDMENT DEPTH (inches) CRITICAL EDGE DISTANCE, C., (inches) CRITICAL SPACING, S (inches) ALLOWABLE TENSION LOAD BASED ON BOND OR CONCRETE CAPACITY (pounds) ALLOWABLE TENSION LOAD BASED ON STEEL STRENGTH (pounds) f ; = 2,000 psi f'„= 4,000 psi ASTM A36 ISO 898 Class5.8 ASTM A193 Grade B7 AISI 3041316 SS 3 /s 1 2 3 3/4 675 1,185 2,115 2,640 4,555 3,645 3 3/4 5 3/4 7 1,780 2,540 53/4 8 10 2,470 2,625 3/4 2 3'/ 4 1,145 1,475 3,775 4,700 8,100 6,480 43/4 6 8'/ 2,555 3,690 6 /, 9 12 4,035 4,965 5 / 8 21 /2 3 5 1,520 1,885 5,870 7,340 12,655 10,125 5 71/2 10 4,120 4,920 73/4 113/4 15 5,645 7,715 3 / 4 3 5 6 2,215 3,680 8,455 10,570 18,225 12,390 6 10 13 4,365 8,330 10 15 20 8,920 11,380 74 3 5 7 3/4 2,89b 4,560 11,510 14,385 24,805 16,865 7 11 15 7,355 10,250 11 17 223/4 12,495 15,605 1 43/4 6 8 3/4 3,230 4,560 15,030 18,790 32,400 22,030 8' / 12 16 7,810 10,910 12 18 24 14,570 18,305 13/4 6 9 12 4,355 6,565 23,490 29,360 50,620 34,425 12 18 24 14,520 19,475 15 22 30 18,010 25,140 Fnr SI. 1 innh = 95 4 mm. 1 16f = 4.45 N. 1 osi = 6.89 kPa. Page 5 of 10 TABLE 6- ALLOWABLE TENSION LOADS FOR THREADED RODS INSTALLED IN 2,000 psi AND 4,000 psi NORMAL- WEIGHT CONCRETE, USING HILTI HY -150 ADHESIVE 1 " ER - 5193 'Allowable load shall be the lesser of tabulated bond or concrete and steel values. Load - reduction factors given in Table 4 for reduced edge distance (c) and anchor spacing (a) shall be applied to values in the bond or concrete capacity column. Linear interpolation may be used for intermediate spacings, edge distances, embedments and concrete strengths. Load - reduction factors are cumulative for anchors with multiple anchor spacings or base - material edge distances. 2 The tabulated values are for anchors installed in concrete complying with Section 2.2.4 and having the designated compressive strength (f' or higher at the time of installation. 4 3 Allowable loads based on bond or concrete strength have been calculated using a safety factor of 4.0. 4 thickness must be equal to or greater than 1.5 times the anchor embedment depth. 'When anchors are used to resist short-term loads, allowable loads must be calculated in accordance with Section 2.3.2 of this report. c ANCHOR DIAMETER (inches) EMBEDMENT DEPTH (inches) CRITICAL EDGE DISTANCE, C. (inches) CRITICAL SPACING, S., (Inches) ALLOWABLE SHEAR LOAD BASED ON BOND OR CONCRETE CAPACITY (pounds) ALLOWABLE SHEAR LOAD BASED ON STEEL STRENGTH (pounds) f s = 2,000 psi f , = 4,000 psi ASTM A 36 ISO 898 Class 5.8 ASTM A 193 Grade B7 AISI 304/316 SS 3/4 1 2 3 1,010 1,010 1,090 1,360 2,345 1,875 3 5 7 1,675 2,365 53/4 8 103/4 3,335 4,715 11 23/4 33/4 43/4 1,900 1,900 1,935 2,420 4,170 3,335 43/4 63/4 81 /2 2,540 3,590 63/4 9 12 5,060 7,150 5 / 4 21/2 3 5 2,985 2,985 3,025 3,780 6,520 5,215 5 71 /2 10 3,575 5,060 71/ 11'/ 15 7,125 10,080 3/ 3 5 6 4,380 4,380 4,355 5,445 9,390 6,385 6 /4 10 1 3'/ 4 6,095 8,620 10 15 20 12,275 17,360 7 / 4 3 5 7'/ 5,700 5,700 5,930 7,410 12,780 8,690 7 11'/4 15 7,885 11,150 11'/ 17 223/4 15,705 22,215 1 43/4 63/4 8 7,005 7,005 7745 9,680 16,690 11,350 83/4 123/4 16 9,650 13,645 12 18 24 19,225 27,190 1 6 9 12 11,790 11,790 12,100 15,125 26,080 17,735 12 18 24 19,510 27,590 15 22'/ 30 _ 28,510 40,315 Page 6 of 10 TABLE 7- ALLOWABLE SHEAR LOADS FOR THREADED RODS INSTALLED IN NORMAL WEIGHT CONCRETE USING HILT! HY -150 ADHESIVE (pounds) ER -5193 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. 'Allowable load shall be the lesser of tabulated bond or concrete and steel values. Load - reduction factors given in Table 4 for reduced edge distance (c) and anchor spacing (s) shall be applied to values in the concrete capacity column. Linear interpolation may be used for intermediate spacings, edge distances, embedments and concrete strengths. Load - reduction factors are cumulative for anchors with multiple anchor spacings or base material edge distances. 'The tabulated values are for anchors installed in concrete complying with Section 2.2.4 and having the designated compressive strength (f ,) or higher at the time of installation. 'Allowable loads based on bond or concrete strength have been calculated using a safety factor of 4.0. 'Concrete thickness must be equal to or greater than 1.5 times the anchor embedment depth. 'When anchors resist shod -term loads, allowable shear loads must be calculated in accordance with Section 2.3.2 of this report. PARAMETER VALUES Anchor diameter (inches) 3 4 1 /2 5 /5 3 /4 Embedment (inches) 3'/ 4 5 6 Minimum anchor spacing, s,„„ (inches) 7 8'/ 10 13'/ Load direction Tension Shear' Tension Shear' Tension Shear' Tension Shear' 4 -inch edge distance, c„,,, 1,240 1,610 1,430 1,610 1,810 1,610 2,995 1,610 Edge distance a 12 inches 1,875 3,335 4,495 4,495 Page 7of10 TABLE 8— ALLOWABLE TENSION AND SHEAR VALUES FOR THREADED ROD INSTALLED USING HILTI HIT HY -150 ADHESIVE IN 3,000 psi STRUCTURAL. LIGHTWEIGHT CONCRETE " ER -5193 ANCHOR DIAMETER (Inch) 3 /e 1/2 5/ EMBEDMENT DEPTH (inches) 13/ 3 4'/ 2 3 EDGE DISTANCE, C (Inches) 4 8 4 9'/ 5'/ 7'/ ANCHOR SPACING, S (inches) 3'/ 7 4'/ 5 6 ALLOWABLE LOADS BASED ON BOND OR CONCRETE CAPACITY (pounds) Tension 745 1,000 975 1,210 1,200 1,760 Shear 1,285 1,580 2,130 2,910 2,480 3,995 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. 'Load- reduction factors given in Table 4 for reduced edge distance (c) and anchor spacing (s) shall be applied to values in the bond or concrete capacity column. Linear interpolation may be used for intermediate spacings, edge distances, and embedments. Load- reduction factors are cumulative for anchors with multiple anchor spacings and/or base material edge distances. 2 The tabulated values are for anchors installed in structural lightweight concrete complying with Section 2.2.5 and having the designated compressive strength (P or higher at the time of installation. 'Allowable loads based on bond or concrete strength have been calculated using a safety factor of 4.0. 'Concrete thickness must be equal to or greater than 1.5 times the anchor embedment depth. 'When anchors are used to resist short-term bads, allowable Toads must be calculated in accordance with Section 2.3.2 of this report. °Allowable shear loads shall be the lesser of adjusted bond/concrete values above and the steel values give in Table 7. TABLE 9— ALLOWABLE TENSION AND SHEAR VALUES FOR THREADED ROD INSTALLED USING HILTI HIT HY -150 ADHESIVE IN GROUT - FILLED CONCRETE MASONRY CONSTRUCTION (pounds) For SI: 1 inch = 25.4 mm, 1 Ibf = 4.48 N. 'Anchors are limited to one per masonry cell. ° Anchors may be installed at any location in the face of the masonry wall (cell, web, head joint, bed joint, etc.). 'Allowable load values are for use in any masonry construction complying with Section 2.2.6 of this report. 'When anchors are used to resist short -term bads, allowable Toads must be calculated in accordance with Section 2.3.2 of this report. 'Embedment depth is measured from the outside face of the masonry. ° Edge distances of less than 4 inches are beyond the scope of this report. Linear interpolation for edge distances between 4 inches and 12 inches is allowed. 'Allowable shear loads should be the lesser of the adjusted masonry or bond tabulated values and the steel values given in Table 7. 'The tabulated allowable loads have been calculated based on safety factor of 5.0. These values may be increased by 25% (safety factor of 4) under the UBC only. ° Masonry thickness must be equal to or greater than 1.5 times the anchor embedment depth. EXCEPTION: The 3 / 4 - inch - diameter anchors may be installed in minimum nominal 8 -inch -thick masonry. REBAR SIZE DRILL BIT DIAMETER (inches) EMBEDMENT DEPTH (Inches) CRITICAL EDGE DISTANCE, c, (inches) CRITICAL SPACING, s, (inches) ALLOWABLE TENSION LOAD BASED ON BOND OR CONCRETE STRENGTH (pounds) ALLOWABLE TENSION LOAD BASED ON STEEL STRENGTH (pounds) f'.= 2,000 psi f'.= 4,000 psi Grade 60 No. 3 3/4 1 2 3 625 960 2,650 31/ 5 7 1,735 2,040 7 10 14 3,900 3,860 No. 4 3/4 2 3 4 1,070 1,500 4,710 4 6 8 2,375 3,950 8 12 16 4,510 4,810 No. 5 3/4 2 3 5 1,405 1,735 7,365 5 73/4 10 3,115 5,210 10 15 20 8,085 9,770 No. 6 '/° 3'/ 53/4 7 2,550 3,200 10,605 7 10 14 5,305 9,120 14 21 28 12,575 13,515 No. 7 1 3 5 7 3/4 2,690 3,955 14,430 7 3/4 11'/ 15 6,610 8,570 13 20 26 17,655 16,955 No. 8 1 4 6 8 3,520 4,525 18,850 8 12 16 8,885 11,330 16 24 32 15,440 22,000 No. 9 1 5 73/4 10 4,190 6,565 23,850 10 15 20 12,180 15,880 18 27 36 25,315 21,345 No. 10 13/4 6 9 12 5,820 8,105 29,450 12 18 24 13,180 20,375 20 30 40 29,290 31,540 No. 11 1 7 10 14 8,010 10,335 35,635 14 21 28 22,910 24,660 20 30 40 29,290 35,260 For SI: 1 inch = 25.4 mm. 1 Ibf = 4.45 N. 1 psi = 6.89 kPa. Page 8of10 TABLE 10- ALLOWABLE TENSION LOADS FOR GRADE 60 REINFORCING BAR INSTALLED USING HILTI HIT HY -150 ADHESIVE IN NORMAL WEIGHT CONCRETE (pounds) " ER -5193 'Load- reduction factors given in Table 4 for reduced edge distance (c) and anchor spacing (s) shall be applied to values in the bond or concrete capacity column. Linear interpolation may be used for intermediate spacings, edge distances, embedments, or concrete strengths. Load - reduction factors are cumulative for anchors with multiple anchor spacings or base - material edge distances. 2 The allowable tension load must be the lesser of the tabulated concrete or bond strength and the allowable steel tension strength. Tabulated steel tension strengths are for Grade 60 only. For Grade 40 or 50, the allowable steel strength is computed as the product of the nominal cross - sectional area of the rebar times the tensile stress described in Section 1926.3.2 of the UBC or Section A3.2 of ACI 318 -99 (IBC). °Allowable bads based on bond or concrete strength have been calculated using a safety factor of 4.0. ° Concrete thickness must be equal to or greater than 1.5 times the anchor embedment depth. °The tabulated values are for anchors installed in concrete complying with Section 2.2.4 having the designated compressive strength (f ') at time of installation. ° When anchors are used to resist short-term loads, allowable tension Toads should be calculated in accordance with Section 2.3.2 of this report. aN REBAR SIZE DRILL BIT DIAMETER (inches) EMBEDMENT DEPTH (Inches) CRITICAL. EDGE DISTANCE, c (inches) CRITICAL SPACING, s, (Inches) ALLOWABLE SHEAR LOAD BASED ON BOND OR CONCRETE CAPACITY (pounds) ALLOWABLE SHEAR LOAD BASED ON STEEL STRENGTH GRADE 60 (pounds) f. 2 2,000 psi ASTM A 615 Grade 60 No. 3 1 / 2 3' / 514 7 1,560 1,680 No. 4 1/4 4 6 8 2,615 3,060 No. 5 1/4 5 71/4 10 4,125 4,740 No. 6 2 / 8 7 10 14 6,200 6,730 No. 7 1 7'/ 11 15 8,260 9,180 No. 8 1 8 12 16 8,375 12,085 No. 9 13/4 10 15 20 11,855 15,300 No. 10 1 12 18 24 17,430 19,430 ANCHOR DIAMETER (inch) EMBEDMENT DEPTH (inches) EDGE DISTANCE (inches) TENSION (pounds) SHEAR pounds) Load Applied perpendicular to Edge Load Applied Parallel to Edge 1/2 41/4 13/4 1,200 400 1,445 21/4 1,890 775 2,130 5/5 5 13/4 1,610 400 1,445 2 2,550 1,010 2,445 v/ ° 10 11/4 4,680 — — 15 11/4 8,190 — — Page 9 of 10 TABLE 11— ALLOWABLE SHEAR LOADS FOR GRADE 60 REINFORCING BAR INSTALLED USING HILTI HIT HY -150 ADHESIVE IN x 2,000 psi NORMAL - WEIGHT CONCRETE (pounds)1•2•3A51 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. ER - 5193 'Load - reduction factors given in Table 3 for reduced edge (c) and anchor spacing (s) shall be applied to values in the bond or concrete capacity column. Linear interpolation may be used for intermediate spacings, edge distances, embedments, or concrete strengths. Load - reduction factors are cumulative for anchors with multiple anchor spacings or base - material edge distances. 2 The allowable shear load must be the lesser of the tabulated bond or concrete strength and the allowable steel strength. Tabulated steel shear strengths are for Grade 60 only. For Grade 40 or 50, allowable steel strengths is obtained using the following formula: 0.17 x F, x nominal area. 'Allowable loads based on bond or concrete strength have been calculated using a safety factor of 4.0. 'Concrete thickness must be equal to or greater than 1.5 times the anchor embedment depth. 5 The tabulated values are for anchors installed in concrete complying with Section 2.2.4 having the designated compressive strength (fa at the time of installation. ° When anchors are used to resist short-term Toads, allowable shear bads should be calculated in accordance with Section 2.3.2 of this report. TABLE 12— ALLOWABLE TENSION AND SHEAR LOADS FOR SILL PLATES AND OTHER ATTACHMENTS TO MINIMUM 2,000 psi NORMAL WEIGHT CONCRETE AT MINIMUM EDGE DISTANCES AND USING HILTI HY -150 ADHESIVE (pounds) For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. 'Loads in this table are for threaded rod complying with Section 2.2.2 and installed in the concrete at the edge distance listed in this table. No reductions for edge distance are required when anchors are installed with the minimum edge distance specified in the table. Capacity of attached sill plate or other material to resist loads in this table must comply with the applicable code. 2 Edge distances are given in this table. Anchor spacing shall conform to the dimensions given in Tables 6 and 7. 'When anchors are used to resist short-term loads, allowable loads should be calculated in accordance with Section 2.3.2 of this report. 'Allowable Toads have been calculated using a safety factor of 4.0. 5 Concrete thickness must be equal to or greater than 1.5 times the anchor embedment depth. 5 The tabulated values are for anchors installed in concrete complying with Section 2.2.4 and having the designated compressive strength (t' c ) at the time of installation. T ANCHOR DIAMETER (inch) EMBEDMENT DEPTH (inches) EDGE DISTANCE (Inches) TENSION (pounds) SHEAR pounds) Load Applied Perpendicular to Edge Load Applied Parallel to Edge 1 /2 414 1'/4 1,395 560 1,425 2'/ 1,795 1,110 2,085 ° /n 5 1'/, 1,840 705 1,800 21/4 2,035 1,110 3,070 CODE RECOGNIZED FOR USE IN IBC Seismic Design Categories A and B IRC Seismic Design Categories A and B UBC Seismic Zones 1 and 2A Page 10of10 TABLE 13— ALLOWABLE LOADS FOR SILL PLATES AND OTHER ITEMS ATTACHED TO TOPS OF GROUT - FILLED MASONRY WALLS AT MINIMUM EDGE DISTANCES AND USING HILTI HY -150 ADHESIVE''.' For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. Loads in this table are for threaded rod complying with Section 2.2.2 installed in the masonry at the edge distance listed in this table. No reductions for edge distance are required when anchors are installed with the minimum edge distance specified in the table. Capacity of attached sill plate or other material to resist Toads in this table must comply with the applicable code. 'Edge distances are given in this table. Anchor spacing shall conform to the dimensions given in Table 9. 'When anchors are used to resist short-term Toads, allowable Toads should be calculated in accordance with Section 2.3.2 of this report. 'Masonry thickness must be equal to or greater than 1.5 times the embedment depth. 'The tabulated values are for anchors installed in any masonry complying with Section 2.2.6 of this report. 110 100 90 80 70 60 50 40 30 20 10 0 or SI: t'C = (t'F – 32)/1.8. TABLE 14— SEISMIC RECOGNITION IN CONCRETE (100 100%) For base material temperatures greater than 100 —% allowable = 132 — 0.32 ( 0 40 80 120 160 200 240 Temperature ( ° F) (212 64 %) FIGURE 1— INFLUENCE OF BASE- MATERIAL TEMPERATURE ON THE TENSION OR SHEAR BOND CAPACITY OF THE HILTI HY -150 ADHESIVE ANCHOR FOR INSTALLATIONS IN BASE MATERIAL AT 23 °F OR GREATER ER -5193 -i- t i j i I , — 7 0 --- -1-- ' I I' t - I ____ 1 1 _ 1 1 1 : i ' I i I I ; 4 , k c.,,,,...,,t.i.,,4 p,,,s. 4_, .1, ,,,,....- Lc. ._. 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PROJECT NO. 1 — 1 1 __1 4 i 4- 1— --I A 1 i 4 i 1 — 1 --i , 1 7 i r N _t_ Op 1 I L___ , . 1 , : 1 --i 1- i- i I .,; ' t , ! 7 i 1 1 -4 -4- 4 i (-- i , 1 7 -- . k) i ti k.)41.(W .L ' 5 . .S:: ti ' R_T t ■A tM r 1 1 71 1 , - r; . ; , ; 1 I 1 i 1 1 i - .-r .--1-- i I , . 1 c t r )' - 1 , 3Q , ktia C4' 14 . 1 __L. _I -', ;\. - rr:IcATil.t , ..)7.1 ■,! , . CY- DESIGN & CONSTRUCTION METRO ENGINEERING COMPUTATION SHEET TITLE: C- SS° NaAck CJS DATE: tp1110 BY: "")fi/yD: HT. 1447 (Rev. 2/00) i i i I 1 1 1 I I I 1 I .1 ' [ i — 11 , _1 -1 _ .4_ f__ _4 J 1 --4 4 1-- , i ,4,...J.,„,-,;--. k,.., Vuo_gs, fk,,,,,i-rou, , ) - ;(4 - 0.ri 1 l if• 410-- 1 ■‘_i — ' '4-- _ 4 4 1 = 1 o 1 i- 1 1 .-_,I , 1,1 i •-,,,.,, 1 . , ,,..._ . . 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S DE IGN & CONSTRUCTION METRO ENGINEERING COMPUTATION SHEET TITLE: 0 t, - 1\.% C t'u DATE: 1 )01gial BY: ;78D: HT. ti OF 1447 (Rev. 2/00) 1447 (Rev. 6/03) k.(Y.TZCT L O LZ.rV I o , FPVA V � - Ot „UjP �- O.16.001)(3lodb) fi= � r •- c�.L tjA ovtJT ti� \ Ck.�'CQ�a Jfl ftg b, = v3. a% PLAN 0 E TASK NO. PROJECT NO. METRO TRANSIT DESIGN & CONSTRUCTION ENGINEERING COMPUTATION SHEET TITLE: CSC J A CA- — S� � o N.. )Aoit. DATE: 10i n )n BY: a AP D: c-.C1 OF ti3 . ® , Stc,� Lat.) �1. 62.5" JG1 \t \ ts..3o4vr \A-1 �,. Q,Jt.`{ orA S (\v-tt. Cog-- EAS7 dt\)S N b Oi- SMY % may, t'z)L1 S ►=:,\) ttN •I C.1b6L 9-,i( SA k,, tip Lo TASK NO. PROJECT NO. METRO TRANSIT DESIGN & CONSTRUCTION ENGINEERING COMPUTATION SHEET TITLE: DATE: I0 1 \ 31 BY: 1 0 ( 1447 (Rev. 6/03) . tier F.(z � o1J 1 J\WLHa&. L-OC.A S Vs.f La ' L° (�ac�a'c z o cJ ol. Pt ( f.eig) — L1 5.0 . t fbcx Lo c_A` - t o3 = -P C►•3 — r t., C L t 13 11) (1 $aCT -P 109 1\0(1•) . J : 1 `-\ ), 1 \0 AMMO C ► Gt. IAN x _ (.3_E I) 1 6.5 6.1% 1 _ 6sa tt(A) xt , \. - e 1 C s z 3. ) TASK NO. PROJECT NO. METRO TRANSIT DESIGN & CONSTRUCTION ENGINEERING COMPUTATION SHEET TITLE: C.cit^Q - s n rat - .<- R\PAoc ctrc.c,s DA 1 OI Ili �l BY: k / HT.OF t V 3 1447 (Rev. 6/03) .® aceu • t 59 5/8 NOT TO EXCEED 34 3/4 18 1/4 3 7/8 Om ib IP eP © cpa •r_I� - ■ 1 00...4111. 11171.11 )1111 ® 1,.. cam Him __i` :iii � .. pill 'P vP rlD 0 3 -1/2' ALLOW FOR SERVICE 46 1/8 (CG) 3/4 6X LOWER FLANGE ONLY 8 • rn 044-46:0 Wal KM 1 -1/2 FPT COMPRESSED AIR DISCHARGE 14-11 (CG) NOT TO EXCEED 1) ALL DIMENSIONS IN INCHES 2) ALL DIMENSIONS FOR STANDARD EQUIPPED PACKAGE. 00P MOTOR, NEMA 1 ELECTRICAL, AND X -UNE STARTER UNLESS INDICATED OTHERWISE 3) RECOMMENDED SERVICE CLEARANCE 36'. CONSULT NATIONAL AND LOCAL CODES FOR ELECTRICAL CLEARANCE 4) TOLERANCE ALL DIMENSIONS ARE +/- 2'. 5) ESTIMATED ASSEMBLY WEIGHT: 3,100 LBS W 50 EQUIPPED 21 n 11 3 1 1 1 STARTER PANEL.. PRESSURE TRANSMITTER.. TEMPERATURE TRANSMITTER.. PLOT VALVE MOISTURE SEPARATOR AND CRAM TRAP THERMOSTATIC CONTROL VALVE C00LNG FAN MOTOR AR AFTERCOOLER LUBRICANT COOLER LUBRICANT P11 LUBRICANT FILTER INLET AR FLTER ITCH AR TEMPERATURE SWITCH CONTROL PANEL DISCHARGE AIR CHECK VALVE BLOWDOWN VALVE/MUFFLER COUPL.NG/COUPLNG GUARD COMPRESSOR MAW MOTOR COMPRESSOR INLET VALVE COMPRESSOR SAFETY ELEF VALVE AR/LUBRICANT SEPARATOR PRESSURE CAGE LUBRICANT FLL LUBPoC*IT DRAW VALVE LUBRICANT LEVEL SIGHT TUBE AR/LUBRICANT SEPARATOR /RESERVOIR BASE NO. OTY DESCRIPTION REV DATE BY DESCRIPTION DRAWN CHECKED SHEET JOB NO. ALAN WELLS 1 SCALE 09/19/07 1/24 6512877, S/N 070261 ROGERS CORPORATE ENGINEERING S.W. 72ND AVENUE MACHINERY 14650 AND, OREGON 9 224 COMPANY. INC. www.rogers-mochinery.com COMPRESSOR ASSEMBLY QNW -244-F KC METRO TRANSIT S/0 14120897 DRAWING NUMBER GCB-2323 C C ka EC, EIU1-_ K 5C0 G kL, --- ti\ - 1..c„ k‘oiAci Ncc., 1, f.ta.,,,tt C w , A1.1.. - GkuF,(L(\-�r;t P0. P "=.1- . - s-,-1.1 ,- \-1.c... PRs= ,_,(z.,it,zor To,'c\L. C,f\LC,,Lr,l' F = 1 rATN-t.�,ww, W N R,v 5 W o•� =i s RXit S S. fo h O R, or.) ►ar, L i Y ()QS D wV_ - Co 1=09.C, 'by t.. Sw Stiv\iL 0 AZ.G - C,I\? tc o 'j £ . � a. S.Q:.e.. J.. 6 Cop) k) iz,I0>- - T■-\ . Lc.)-taQS i Nc-A -G oa!� v � o ► tic.) a.00‘ COQ, S c,` �d1- 16o`t,10 ' , SNNLL T Sr,ISr\ -,Q . S L�,^ti�rt z‘.3 R. 7 -cOS . P��oQ 7 1 \ - %C--it." 1 IAop,i1. <.rTPl_. Sri -.S Y..� O,s7GN r d(Lc, j t'p , i S IS 1'c _,LOWS *. / 1 ) OM (N + a h i (t.- - S C, re7fd S crt N . j - \\t i ) - a) - 3) �r,►\c _10) -1) s ZP Fo - 1.6 % I e IAD P ( 13.3 Cp., ' : °• loS�.Q [li (∎3.3 ; ' s .001 (kAGS, - �� ac.10(, �1A'Sn - - tt,5� �5 UtAZ4 OgIGITT 01 N RF 41.t-v- _ a.5 ( a. 13,6 TASK NO. METRO TRANSIT DESIGN & CONSTRUCTION DATE:/ 0 7 PROJECT NO. ENGINEERING COMPUTATION SHEET BY: kt, TITLE: _ C � 1 i .- K, vsC. . QC k Gkt- — Sts„S<''liC. k1�Ac.., �Z;GS _, __. APP ;:1,,,--9 G T.C1OF13 .® a. FREE &WI oskQ •M'\ n cr.L� )oK a,5 N. - t a a '. off. .()1 1, 1 Hb NCI 0 A\ L,' X F'o a tdLLs cp- F v , 0. lk IJ . C�wriLSr'Xi,S Pr (TMaLY 6, b - ? (c ) NficncNw-,KYT UiGITT fic) . Koo1= 11 61 �N1' 03 .1.3) Ev .>L.y c,Y.9-4.• V5ikr .CAL_ v.9 LA' -Y FGC2C,Y3' t L aAc . TASK NO. PROJECT NO. METRO TRANSIT DESIGN & CONSTRUCTION ENGINEERING COMPUTATION SHEET TITLE: GSL < c) GI 01t- �,P•t c DATE: 4 BY: gy p : APP/FjP4E) : HT. ► F ►1 1447 (Rev. 6/03) V. �i�LG�•l -) A . 1A0 L j a►yT L. 1J €(1. J L Fdgs.5,s ON) CG VA ft•uv6/1. F \,, = p�, \TECII GAL 4,`-k (1.000 \oso it) I I 1,t...) 1,0 Wd t,sa oolCs � F, P , = 0.�(l,0000,0)C∎00 1\,) (13 � -a.) <w \a Ib CoNV �a.S� or.> 1-1 O('\ b H 5IGN) J 4.1-70 J'h - rU . - 1( a1 F o'asws i, Fput., = a l k 11 3 $T�tSS TG� (VA b) TASK NO. PROJECT NO. METRO TRANSIT DESIGN & CONSTRUCTION ENGINEERING COMPUTATION SHEET TITLE: C SC- ►'�= t�� G� Z J — �, N��-c L \fie - Ci�L.c�S DA 6/ _ ) BY: -kk 1447 (Rev. 6/03) . ®, U, Nc.T 0■.1 Y - cytJG Fa2G65 tom Ovc t LoAo 45 413 1L1 16(1.) v50, c6 Ili (FiLk) oN -.r kvicikue. L ock-c-1.0,.....) a \-‘) _ (.3 FL. )(1,) b b (a _ ca5.3,%)k66") Lt .3xaaa�x �6'' 18 '' TASK NO. PROJECT NO. METRO TRANSIT DESIGN & CONSTRUCTION ENGINEERING COMPUTATION SHEET TITLE: C44C- t \A6 5 GCD CDN- -S , t..16 z CI\L(.) DIUfa3M BY: ,p APP . ^OF 3 1447 (Rev. 6/03) . ® , + NOMI of NNOVATION STER 1C i1KC[ 1906 t t oduct Sd ropene Cylinders } V "Products iuldus.I Pro, au Air Product$ CFC /Chemical Products C Q u o tes; Consumer S Distnbuor5 potrnlaads ploytient R14ewslarj.` n nauncemneflt z r �C ontact Usr' lome;, Vertical Air Receivers 120 -500 Gallons I return to Air Products menu 1 Air Products Industrial Bate Ring Select part number to view engineering sketch. CAPACITY (GAL.) CAPACITY (CU. FT.) PART# MAWP T.W. I 120 16.0 302421 200 329 1 I 120 16.0 302422 300 379 1 I 200 26.7 302426 ( 200 525 I I 200 26.7 302427 300 720 I I 240 32.1 302428 ( 200 670 1 I 240 32.1 302429 I 300 930 I 400 53.5 302432 ( 165 660 1 I 400 53.5 302433 ( 200 881 1 I 400 53.5 302434 300 1100 I 500 66.9 302436 165 950 500 I 66.9 1 302437 200 1050 + NOMI of NNOVATION STER 1C i1KC[ 1906 t t oduct Sd ropene Cylinders } V "Products iuldus.I Pro, au Air Product$ CFC /Chemical Products C Q u o tes; Consumer S Distnbuor5 potrnlaads ploytient R14ewslarj.` n nauncemneflt z r �C ontact Usr' lome;, Vertical Air Receivers 120 -500 Gallons I return to Air Products menu 1 Air Products Industrial Bate Ring Select part number to view engineering sketch. Asme Tanks, Propane Tanks, Air Tanks and Chemical Tanks from Manchester Tank Privacy Policy 1 Contact Us 1 Copyright ©2007, Manchester Tank 1 Site Design by Group M7 ��3 11 DIMENSIONS IN INCHES N.P.T. OPENINGS PART# II OD ( TL HT II A 75 II 21 75 121 80 121 80 121 B 13 13 15 15 19 19 21 121 21 128 28 C 14 114 113 16 16 20 120 1 21 21 121 24 24 D 13 15 15 19 19 21 21 1 21 II 29 ( 29 E 21 1 121 127 27 27 27 133 133 33 33 33 F I 1 -1/2 12 1-1/2 12 1-1/2 13 1-1/2 13 1-1/2 13 1-1/2 13 1-1/2 1 1-1/2 13 1-1/2 13 1-1/2 13 1-1/2 13 G 3 H 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 J 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 K 1 1 1 1 1 1 1 1 1 1 1 ( 302421 11 24 I 67 ( 302422 II 24 I 67 302426 II 30 I 72 ( 302427 II 30 ( 72 302428 II 30 ( 84 92 1 21 ( 302429 II 30 ( 84 92 101 101 101 124 124 121 11 23 1 123 123 126 126 302432 (I 36 93 302433 11 36 I 93 ( 302434 (I 36 ( 93 302436 11 36 1 116 ( 302437 II 36 116 Asme Tanks, Propane Tanks, Air Tanks and Chemical Tanks from Manchester Tank Privacy Policy 1 Contact Us 1 Copyright ©2007, Manchester Tank 1 Site Design by Group M7 ��3 Conterminous 48 States 2006 Int Zip Spe Ss and — Site Class B - Fa Iona! Building Code C e = 98168 tral Response Accelerations Ss and S1 apped Spectral Acceleration Values .0 ,Fv =1.0 Data are based on a 0.i deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.501 Ss, Class B 1.0 0.5 : 1, Site Class B P - od Maximum Sa sec) (g) 1.530 Ss, Site Class B 1.0 •.528 S1, Site Class B Period Minimum (sec) (g) 0.2 1.42 s, Site Class B 1.0 88 S1, Site Class B Conterminous 48 States 2006 International Building Code Zip Code = 98168 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D- Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.501 SMs, Site Class D 1.0 0.777 SM1, Site Class D Conterminous 48 States 2006 International Building Code Zip Code = 98168 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.5 \3 0.2 1.001 SDs, Site Class D 1.0 0.518 SDI, Site Class D Conterminous 48 States 2006 Inter - ' ea. : uilding Code Zip Co • - = 98168 MCE esponse Spectra for Site Class B Ss an S1 = Mapped Spectral Acceleration Values Site C1• sB - Fa = 1.0 ,Fv = 1.0 Period Sa Sd (sec) (g) (i ches) 0.000 0.600 ' .000 0.069 1.501 0. • 70 0.200 1.501 0 587 0.345 1.501 .747 0.400 . • 5 2.025 0. ,10 1.036 2.531 0 600 0.863 3.037 0 700 0.740 3.543 0.:10 0.648 4.049 0.90 ' 0.576 4.555 1.000 : 518 5.061 1.100 0.4 5.568 1.200 0.432 • .074 1.300 0.399 6. 80 1.400 0.370 7.0: • 1.500 0.345 7.59 1.600 0.324 8.09 1.700 0.305 8..' 1.800 0.288 .111 1.900 0. 9.617 2.000 0.259 10.123 4 Conterminous 48 States 200§1nternational Building Code Zip Code = 98168 Site Modified Response Spectra for Site Class Site Class D SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.5 1 �� 0.000 0.104 0.200 0.518 0.600 0.700 0.800 0.900 1.000 1.100 1.200 1.300 1.400 1.500 1.600 1.700 1.800 1.900 2.000 0.600 0.000 1.501 .S 0.587 1.501 3.931 1.295 4.555 1.110 5.315 0.971 6.074 0.863,5 7.592 8.351 9.111 9.870 10.629 11.388 12.148 12.907 13.666 14.425 15.184 1.501 0.777] 0.706 0.648 0.598 0.555 0.518 0.486 0.457 0.432 0.409 0.389 Conterminous 48 States 2006 International Building Code Zip Code = 98168 Design Response Spectra for Site Class Site Class D SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D- Fa= 1.0,Fv =1.5 Period Sa Sd (sec) (g) (inches) 0.000 0.400 0.000 0.104 1.001 0.105 0.200 1.001 0.391 0.518 1.001 2.620 0.600 0.863 3.037 0.700 0.740 3.543 0.800 0.648 4.049 0.900 0.576 4.555 1.000 0.518 5.061 1.100 0.471 5.568 1.200 0.432 6.074 1.300 0.399 6.580 1.400 0.370 7.086 �2 .f 1.700 0.305 8.604 1.800 0.288 9.111 1.900 0.273 9.617 2.000 0.259 10.123 1�� 10 -01 -2008 RON FARRELL 308 N 62 ST SEATTLE WA 98104 Cizy of Tu RE: Permit No. M07 -195 12000 EAST MARGINAL WY S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/02/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, fer Marshall Pe . 't Technician xc: Permit File No. M07 -195 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 05 -08 -2008 RON FARRELL 308 N 62 ST SEATTLE WA 98104 RE: Permit No. M07 -195 12000 EAST MARGINAL WY S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writinz and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 06/11/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, Je ' r Marshall Pe • t Technician xc: Pcrmit File No. M07 -195 City of Tukvvila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 September 14, 2007 Ron Farrell 308 N 62 St Seattle WA 98104 RE: Letter of Incomplete Application # 1 Development Permit Application M07 -195 Metro Component Supply @ South Base — 12000 East Marginal Wy S Dear Mr. Farrell: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 12, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 - 3670. Enclosures File: M07 -195 City of Tukwila P:\Permit Center\lncomplete Letters \ 2007%407 -195 Incomplete Ltr #1.DOC Jem Department of Community Development Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 swe Determination of Completeness Memo Date: September 13, 2007 Project Name: Metro Component Supply © S. Base Permit #: M07 -195 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Plans refer to outdated building codes. As July 1 2007 the building codes have changed. Revise plan notes and review plans to show compliance with the current 2006 International Building, Mechanical & Uniform Plumbing codes. 2. The scope of work appears to indude new concrete pads specified at 3000 Ibs @ 7 day. Concrete over 2500 Ibs shall require special inspection. A building permit shall be required for the specific building structural components to be installed. Provide a building permit with a revised plan identifying current 2006 building codes and if it is required by the engineer, provide specifications for concrete special inspections. 3. Provide manufactures specifications for the air compressor that identifies the recommended method for seismically securing the compressors base. Should there be questions conceming the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. ACTIVITY NUMBER: M07 DATE: 11-01-07 PROJECT NAME: METRO COMPONET SUPPLY SITE ADDRESS: 12000 EAST MARGINAL WAY S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DE ARTME TS: B i Ig Public Works Complete TUES/THURS RO TING: Please Route Documents/routing slip.doc 2-28-02 'PERMIT COORD COPY L i PLAN REVIEW/ROUTING SLIP APPROVALS OR CORRECTIONS: Fire Prevention Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Structural Review Required Planning Division DUE DATE: 11-6-07 Not Applicable No further Review Required Li REVIEWER'S INITIALS: DATE: DUE DATE: 12-4-07 n n Approved 0 Approved with Conditions [2f Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: ACTIVITY NUMBER: M07 -195 DATE: 09 -12 -07 PROJECT NAME: METRO COMPONENT SUPPLY @ S BASE SITE ADDRESS: 12000 EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued Public Works PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP III I - x-01 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete d Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: O" L LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 n ❑ Permit Coordinator n DUE DATE: 09-13-07 Not Applicable n DATE: DATE: Planning Division DUE DATE: 10-11 -07 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: [ 7 Project Name: Project Address: Contact Person: Summary of Revision: City of Tukwila \applications\forms- applications on line\rcvision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 1 r 1,)-06e) Gt 1 Gt' t At"( Wt f �1 SO Y\ Phone Number: ?-D - 1332-1 8 e ff 1 � fQ� (� �'v'c) c -t vri /1 �-Pn't'�V'U1 Y G11/� C Orik u Ain ,A -e4t IAA > Sheet Number(s): "Cloud" or highlight all areas of revision including date o re' n Received at the City of Tukwila Permit Center by: vs 'Entered in Permits Plus on 1—)-- (i 7 Plan ChecWPermit Number: M 0 7 t 95 1(T r-f',✓ c P, RECEIVED art op KW it_04 NOV 02 20071 PERmi T CEN kii License Information License CUTTEI *030B3 Licensee Name CUTTER INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601761330 Ind. Ins. Account Id 88990101 Business Type CORPORATION Address 1 308 N 62ND ST Address 2 City SEATTLE County KING State WA Zip 981035549 Phone 2067819661 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/23/1997 Expiration Date 1/1/2009 Suspend Date Separation Date Parent Company Previous License CUTTEC *055KH Next License Associated License Business Owner Information Name Role Effective Date Expiration Date FARRELL, RONALD A 01/01/1980 ACKERMAN, PAULINE M 01/01/1980 FARRELL, RONALD A AGENT 01/01/1980 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS CAS & Until https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= CUTTEI *030B3 12/14/2007 7, O a No. GENERAL NOTES 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING, MECHANICAL AND UNIFORM PLUMBING CODES. A COPY OF THE APPROVED PLAN, MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 2. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL BUILDING UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID HARM TO ANY OTHER BUILDING UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 3. THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS REQUIRED TO PROTECT EXISTING BUILDING UTILITIES, EQUIPMENT OR BUILT -IN FURNISHINGS REMAINING IN THE WORK AREA DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO START OF WORK. 5. ALL DEMOLITION DEBRIS MUST BE DISPOSED OF LEGALLY, OFF SITE. REVISION BY APP'D FILE COPY Permit No., (JO1'1 6 15 Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions Is acknowledged: B DATE Date: / f/0 � — LOCATION MAP NOT TO SCALE City of Tukwila EJIL DING DIVISION HtviSlONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. I TYPICAL SECTION AND DETAIL REFERENCING SYSTEM (1) THE SECTION IS CUT ON DRAWING A101: A3.01 SECTION LETTER ELEVATION LETTER /92.0 DRAWING ON WHICH SECTION /ELEVATION APPEARS. (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED: SECTION LETTER SECTION DRAWING ON WHICH SECTION SCALE: 1 " =1' -0" A1.0 WAS TAKEN. (3) DETAILS ARE CROSS- REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY LETTERS. SEPARATE PERMIT REQUIRED FOR: Mechanical e lectrical lumbing [Gas Piping City of Tukwila PI ill n, M DIVISION I N D E X T O SHEET NO. DRAWING NO. GENERAL DRAWINGS MECHANICAL 2 3 4 5 6 7 C 'ICA 8 9 10 COVIPON AIR CO KING COUNTY G1.01 M1.01 M1.02 M2.01 M2.02 M6.01 M6.02 1 E1.01 1 E1.02 1 E6.01 PLAN DEMO SECTION SECTION P & I DIAGRAM EQUIPMENT SCHEDULE DRAWING NUMBERING SYSTEM KEY: AREA LOCATION (FOR PROJECTS WITH 2 01 01 MULTIPLE LOCATIONS) — DISCIPLINE // DESIGNATOR D R A W I N G S DRAWING TITLE VICINITY MAP AND INDEX TO DRAWINGS DEMO PLAN DEMOLITION PLAN ELECTRICAL PLAN PANELBOARD SCHEDULES DISCIPLINE G GENERAL C CIVIL L LANDSCAPE A ARCHITECTURE S STRUCTURAL M MECHANICAL FP FIRE PROTECTION E ELECTRICAL T TROLLEY SEPARATOR DESIGNATED CATEGORY 0 GENERAL 1 PLANS 2 ELEVATIONS 3 SECTIONS 4 ENLARGED PLANS 5 DETAILS 6 SCHEDULES & DIAGRAMS 7 USER DEFINED 8 USER DEFINED 9 3D VIEWS SEQUENTIAL DRAWING NUMBER WITHIN DISCIPLINE AND DESIGNATED CATEGORY REVIEWED FOR CODE COMPLIANCE NOV 14 2007 C. Of Tukwila BUILDING DIVISION INCOMPLETE TR# ENT SUPPLY CEN T N,R MPRESSOR f EPLACEMEXT MOi l95 RECEIVED NOV-22007 PERMIT CENTER DESIGNED: i• K DRAWN: B. HAMB CHECKED. R. 0 REC D. CRIPPEN PROJECT MANAGER: K. MADDEN SCALE: ONE INCH AT FULL SIZE IF NOT ONE INCH. SCALE ACCORDINGLY SITE LOCATION NO: APPROVED: ISLER NO: 2155 REQUEST: - CONTRACT NO: King County Department of Transportation METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER AIR COMPRESSOR REPLACEMENT VICINITY MAP & INDEX TO DRAWINGS DATE: JULY 2007 DRAWING NO: G1.01 SHEET NO: OF 1 4 .1 0 N 0 A A A 0 A No. 159 JANITOR 60) COMPRESSOR ROOM BE RELOCATED BREATHING AIR COMPRESSOR REVISION BY APP'D DATE PLAN SCALE: 3/8 " =1' -0" W L 8 D -J C) cc N cc N LU o a T ^/ :1'K 0NAL" / � s�vmre �n�nai LEGEND Cl/ L DENOTES TO BE REMOVED ESIGNED: J. ZAK DRAWN: MBLI D CRIPPEN PROJECT MNAGER: K. MADDEN APPROVED: B. ISLER IBIS N0: 432155 WORK REWEST: - CONTRACT NO SCALE: AS NOTED ONE INCH AT FULL SIZE 1 '• -1 IF NOT ONE INCH, SCALE ACCORDINGLY SfTE LOCATION NO: REVIEWED FOR CODE COMPLIANCE APPROVED King County Department of Transportation NOV 1 4 2007 City Of Tukwil BuJLDrim KEY PLAN METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER AIR COMPRESSOR REPLACEMENT DEMO PLAN RECEIVE) NOV —2 2007 CENTE1 DATE JULY 20C DRAWING NO: M 1.01 SHEET NO: 0 2 M2.02 B RE EATHIN G AIR U O EIVER TA U D4 • ® ..:..4 0 0 0 -- EXIST APP'D No. REVISION BY DATE A 1 -1/2" NEW R -1 , 1 EXIST L AR -2 COALESCING FILTER HN4L -6CG COA SCING FILTERS HNBL- 6CG 2 -1/2" BREATHING AIR COMPRESSOR NEW -- D -2 D -1 P LAN SCALE: 3/8 " =1' -0" 0 1 -1/2" COMPRESSOR ROOM 00 (- 0_ w 1- 1/2 "0� 2 "0 AC -2 AIR COMPRESSOR (NEW) AC -3 AIR COMPRESSOR (EXISTING) AC -1 C AIR COMPRESSOR (EXISTING) 113k4, 011111111 REC DP1005 10/04/ , rte D CRIPPEN 1" PROJECT MANAGER: IC. MADDEN CONTRACT NO: A S NOTED ONE INCH AT FULL SIZE 1 T 1 IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION N0: King County Department of Transportation METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER AIR COMPRESSOR REPLACEMENT PLAN cc w 17 n: w 0 NOV 14 2007 GENERAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED 1. INSTALL NEW CONCRETE HOUSEKEEPING PADS FOR NEW AND RELOCATED AIR RECEIVERS. RELOCATE AIR RECEIVER AR -1 TO THE NEW LOCATION. INSTALL NEW AIR RECEIVER AR -2. 2. INSTALL NEW CONCRETE PADS FOR THE NEW AIR DRYERS. INSTALL THE AIR DRYERS D -1 AND D -2. 3. INSTALL NEW AIR COMPRESSOR CA -2. 4. INSTALL NEW PIPING, COALESCING FILTERS. VALVES, PRESSURE REDUCING VALVES, AND FLEX CONNECTIONS. City Of Tukwila B ILDING DO' KEY PLAN RECEIVED NOV —2 2007 PERMIT CENTEr, DATE: JULY 200 DRAWING NO: M1.02 SHEET NO: 01 3 0 0 A A REVISION AR -2 0 u) 0 U L Z z 3 "0 0 0 U BY APP AIR RECEIVER TO BE RELOCATED. DATE IoI >a / / / / / / / / / / / / / / / / / / / / / / / / / / / /E: 4 "0 CA -2 1 -1/2 "0 3 "0 SECTION riN SCALE: 3/8 " =1' -0" M1.01 0 0 0 J. •K D CRIPPEN PROJECT MANAGER: IBIS NO: 432155 OUESr: CONTRACT N0: SCALE: AS NOTED ONE INCH AT FULL SIZE I IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: King County Department of Transportation IEVV COp-- i�1:.-1 COMPLIANCE APPROVED NOV 14 2007 City Of Tukwila BUILDIf DIVISION LEGEND DENOTES TO BE REMOVED METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER AIR COMPRESSOR REPLACEMENT DEMO SECTION RECE1V f; NOV 2 20u7 PERMIT CENTh DATE JULY 20 DRAWING NO: M2.0' SHEET NO: 4 0 T 0 E o n E T", cc E .) U U U 4 n N N CO < U N 0 N S N N 0 N no � U `u v . N U N T � a ? N 0 c O M Em iE = u rn o In oa E � CO 2 S 5'6 a W 5x >x -- EXIST NEW -- r— POC 1 -1/2" CA -150 CODE COMPLIANCE APPROVE N0V 4 2001 City Of Tukwila BUILDING D '415I .1 ADD 3' -0" X 3' -0" HOUSEKEEPING PAD TO AR -1, AR -2 SEE DETAIL 1 A A A A N o. REVISION BY APP DATE SECTION SCALE: 3/8 " =1' -0" M1.02 EXTEND HOUSEKEEPING PAD TO FIT NEW COMPRESSOR SEE DETAIL 2 ADD 3' -6" X 3' -4" HOUSEKEEPING PADS TO DRYERS D -1, D -2 SEE DETAIL 1 L REC D. CRIPPEN NOV. -2 2007 PERMIT CENTEE PROJECT MANAGER: K. MADDEN AP PROVED: 8. ISLER IBIS NO: 432155 WORK NEWEST: - CONTRACT NO: SCALE: AS NOTED ONE INCH AT FULL SIZE 1• IF NOT ONE INCH. SCALE ACCORDINGLY SITE LOCATION NO: EXISTING CONCRETE SLAB King County Department of Transportation EXISTING CONCRETE SLAB DETAIL NOTES: EQUIPMENT PAD DETAIL SCALE: NONE PAD EXTENSION, NOTE 5 EQUIPMENT PAD EXTENSION DETAIL SCALE: NONE EXIST EQU 0 #4 ©12" O.C. ASTM A -615, GRADE 60. O 1 - #4 ASTM A -615, GRADE 60. BEND ® ENDS AND EMBED PER O O3 EMBED BARS 6" INTO EXISTING CONCRETE, EPDXY SET WITH HILTI HI HY150 ADHESIVE. O4 ROUGHEN EXISTING CONCRETE AND COAT WITH APPROVED EPDXY BONDING AGENT PRIOR TO NEW CONCRETE, CLEAN SURFACES AS RECOMMENDED BY BONDING AGENT MANUFACTURER. O CONCRETE SHALL BE fc =2,500 PSI ® 7 DAYS. SUBMIT MIX DESIGN O AIR RECEIVERS AND AIR DRYERS SHALL BE ANCHORED WITH 4" A36 GALVANIZED THREADED ROD WITH AN 8" EMBEDMENT DEPTH. HILTI H HY150 EPDXY SHALL BE USED. THE AIR COMPRESSOR SHALL BE SECURED PER MANUFACTURERS RECOMMENDATIONS. KRAZAN AND ASSOCIATES SHALL PROVIDE "SPECIAL INSPECTION ". METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER AIR COMPRESSOR REPLACEMENT SECTION IT 4" 8" IPMENT PAD 4 " 8" DATE: JULY 2007 DRAWING NO: M2.02 SHEET NO: OF 5 TO CSC• SHOP TO CATALYTIC CLEANERS -- EXIST NEW — PRESSURE REDUCING VALVE, 250 CFM, 175 PSIG MAX INPUT, 140 PSIG OUTPUT (TIP 2) A No. REVISION PILOT OPERATED PRESSURE REDUCING VALVE, 250 CFM, 175 PSIG MAX INPUT, 140 PSIG OUTPUT (TYP 2) 2— 1/2 "0 500 GALLON AIR RECEIVER (NEW) APP'D BY DATE 2 "0 2 -1/2 "0 2 "0 350 GALLON AIR RECEIVER (EXISTING) D -1 2 "0— NEW ZEKS 250 HSG AIR DRYER FINITE M/N HN5S -6CUG W/DPG— 15 DIFFERENTIAL PRESSURE GAGE, POSI —DRAIN M/N PD7020 /A AUTO DRAIN COALESCING FILTER (TYP 2) 2 "0 L\ N.C. 1-1/2'0 D -2 NEW ZE 250 HSG AIR DRY II C4 N.C. XI I r 2 "0 CODE COMPLIANCE NOV APPROVE 14 2001 City Of Tukwila BUIw DIi r 5I :k SCALE: AS NOTED ONE INCH AT FULL SIZE 1 1• 1 IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION N0: FINITE M/N HN4L -6CG W /DPG -15 DIFFERENTIAL PRESSURE GAGE & POSI —DRAIN M/N PD7020 /A AUTO DRAIN COALESCING FILTER QNW V50B IAIR OMPRESSOR EXISTING) King County Department of Transportation T —f—H) 1 "0 D4 N.C. 1 -1/2 "0 1 -1/2" x 18" FLEX METAL HOSE ( TYP 2) QNW 244 —F AIR COMPRESSOR (NEW) I O — AC I I METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER AIR COMPRESSOR REPLACEMENT P & 1 DIAGRAM " —1 QNW F -25MN AIR COMPRESSOR (EXISTING) RECEIVI NOV, -2 Yuu1 PERMIT CENTb DATE: JULY 200 DRAWING NO: M6.01 SHEET NO: 01 6 AIR COMPRESSOR SCHEDULE MARK NO. AREA SERVED TYPE NOMINAL CAPACITY (SCFM) MIN. DELIVERY PRESSURE (PSIG) FLA MOTOR HP ELECT (V /PH /HZ) REMARKS AC -1 CSC ROTARY SCREW 85 150 34 25 460/3/60 . QNW F25MN AC -2 CSC ROTARY SCREW 241 150 77 60 460/3/60 QNW 244 —F AC -3 CSC ROTARY SCREW 187 150 111 50 460/3/60 QNW V50B COMPRESSOR AIR DRYER SCHEDULE MARK NO. SERVICE TYPE NOMINAL CAPACITY (SCFM) PRESSURE DEW POINT (DEG. F) MAX. PRESSURE DROP MOTOR HP ELECT (V /PH /HZ) REMARKS D -1 CSC REFRIGERATED AIR DRYER 250 38 2.6 1.5 (460/3/60) ZEKS 250 HSG D -2 CSC REFRIGERATED AIR DRYER 250 38 2.6 1.5 (460/3/60) ZEKS 250 HSG AIR RECEIVING TANK SCHEDULE MARK NO. AREA SERVED TYPE CAPACITY (GAL.) PRESSURE RATING (PSIG) MAX. SIZE REMARKS DIA. (IN.) HEIGHT (IN.) AR -1 CSC VERTICAL 350 200 36 96 AR -2 CSC VERTICAL 500 200 36 124 T 0 6 0 0 s E 0 N E 2 0 E U _ U u N � n N a I 0 o n � U N O tu n o. N U 0 c p 0.= Em o n <1. o o n A APP A No. REVISION BY DATE Focz cope ccOupNce Noy 1 4 1001 Ot 100Ala WILDIV.G 01\60 EQUIPMENT SPECIFICATIONS PROJECT MANAGER: K. MADDEN APPROVED: B. ISLER IBIS N0: 432155 *000 REOUESl: — CONTRACT N0: AIR COMPRESSOR, AIR RECEIVER, AIR DRYERS, COALESCING FLTERS AND POSI— DRAINS SHALL BE SUPPLIED BY KING COUNTY METRO. 2. PIPE SHALL BE ASTM A -53, TYPE B, SCH. 40 BLACK STEEL. 3. FITTINGS SHALL BE ASTM A47, MALLEABLE IRON. 150 LB. AND THREADED. 4. BALL VALVES SHALL BE WATTS B6000SH, BRONZE BODY, THREADED END BALL VALVES, STAINLESS STEEL DISC AND STEM, VITON SEAL, —30' TO +350•F TEMPERATURE RANGE, 29 INCH HG VACUUM TO 175 PSI PRESSURE RANGE, UL LISTED. 5. CHECK VALVES SHALL BE WATTS B -5000 CLASS 125 BRONZE SWING CHECK, THREADED ENDS, BRONZE BODY WYE PATTERN DESIGN, BRONZE DISK. 6. PIPES SHALL BE SUPPORTED BY 1 -5/8 INCH UNISTRUT CHANNELS BOLTED DIRECTLY TO CONCRETE WALLS, ROOF' JOISTS OR ROOF TRUSSES. PIPE CLAMPS SHALL BE OF THE STANDOFF OR 'SUSPENDED TYPE UNISTRUT SERIES P1100 OR J1200 OR EQUAL. PIPING SYMBOLS (SOME MAY NOT APPLY) DIRECTION OF FLOW REDUCER UNION l STRAINER CHECK VALVE (ARROW n — INDICATES FLOW DIRECTION) OR �T ELECTRIC MOTOR OPERATED V���ttt TEMP CONTROL VALVE SOLENOID VALVE —O ELBOW UP ELBOW DOWN DQ GATE VALVE —► DIRECTION OF FLOW 45' OR 90' OFF BOTTOM 45' OR 90' OFF TOP SECTION —ROUND DUCT OR PIPE C CAP —,. HOSE BIBB V -- BALANCING VALVE SCALE AS NOTED ONE INCH AT FULL SIZE F I• 1 IF NOT ONE INCH. SCALE ACCORDINGLY SITE LOCATION NO King County Department of Transportation BALL VALVE _ PLUG VALVE } RELIEF VALVE AAV F D AUTOMATIC AIR VENT MAV MANUAL AIR VENT Q 4 THERMOMETER PRESSURE GAUGE W/ VALVE — PRESSURE REDUCING VALVE — FLEXIBLE CONNECTION T PRESSURE/TEMPERATURE TAP BALANCING VALVE (METERED) GLOBE VALVE RECEIV NOV!-2 PERMIT CE METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER AIR COMPRESSOR REPLACEMENT EQUIPMENT SCHEDULE EP 007 NTEf�I DATE: JULY 200 DRAWING NO: M6.02 SHEET NO: 01 7 A A BREATHING AIR RECE VER TANK (EXISTING) ( 59) JANITOR BY A No. REVISION APP'D DATE 350 GAL AIR RECEIVER TANK BREATHING AIR COMPRESSOR (EXISTING) E)28 Ng.40TO/STA/R AIR COMPRESSOR (EXISTING) >(, TO BE REMOVED C 61 ) BOILER ROOM EXIST 100A 3P DISC SW 6C) COMPRESSOR ROOM COMPONENT SUPPLY CENTER AIR COMPRESSOR REPLACEMENT DEMOLITION PLAN SCALE: 3/8 "=1' — I ENPIRES 02/09671,42',7 AIR COMPRESSOR (EXISTING) PANEL 'PDB' DESIGNED: W. AYCOCK DRAWN: C. SIENKIEWICH CHECKED: C. REYNOLDS o k RECOMMENDED: D. CRIPPEN (1 62) ELECTRIC ROOM Ij PANEL 'PJ' 'PA TERM CABINET SCALE: AS NOTED ONE INCH AT FULL SIZE 1* I - I IF NOT ONE INCH. SCALE ACCORDINGLY SITE LOCATION NO: PROJECT MANAGER: K. MADDEN APPROVED: B. ISLER IBIS NO: 432155 WORK REQUEST: CONTRACT NO: King County Department of Transportation NOTES: EXISTING HOME RUN CONDUIT TO PDB-5 TO REMAIN. REVIEWEU FOR CODE COMPLIANCE PAPPLIOV2D I NOV 1 4 2007 ..._ 1 City Of TukTvu-r .! BUILDWG -- .• KEY PLAN RECE NOV -2 PERMIT C METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER AIR COMPRESSOR REPLACEMENT DEMOLITION PLAN 2007 ENT& DATE: JULY 200" DRAWING NO: E1.01 SHEET NO: OF 8 w 3 E i E U U* 0 a U LO N N r 0 CO I 0 V N 2 M 0 d V va U y T " � o v C T O a,- o a i E x u = c Y � d a U N o � c m � C 0 O : a CO E N N 0 I 0 0 G a A A BREATHING AIR RECEVER TANK (EXISTING) 159 JANITOR A A BY APP'D A No. REVISION DATE 500 GAL AIR RECEIVER TANK (NEW) 350 GAL AIR RECEIVER TANK dib BREATHING AIR COMPRESSOR (EXISTING) AIR DRYER (NEW) 118 1 11 AIR DRYER (NEW) TN D -2 D -1 17 1 BOILER ROOM COMPONENT SUPPLY CENTER AIR COMPRESSOR REPLACEMENT PLAN SCALE: 3/8"=1'-0" PJ -17,18 EXIST 100A 3P DISC SW AIR COMPRESSOR (NEW) AC -2 C60) COMPRESSOR ROOM AIR COMPRESSOR (EXISTING) AC -3 PDB -5 ( EXPIRES 02/09/ .:;',,r,7?)", 1 PANEL PDB DESIGNED: W. AYCOCK DRAWN: C. SIENKIEWICH CHECKED: C. REYNOLDS RECOMMENDED: D. CRIPPEN 0 62D ELECTRIC ROOM PANEL PJ PROJECT MANAGER: K. MADDEN APPROVED: B. ISLER IBIS N0: 432155 WORK REDDEST: CONTRACT NO: SCALE: AS NOTED ONE INCH AT FULL SIZE f T• IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION N0: King County Department of Transportation CONSTRUCTION NOTES: INSTALL NEW CONDUCTORS IN EXISTING COND 4 — #8 — #8 GND. INSTALL NEW 4 — #8 — #8 GND IN 1" GRS. EXTEND 3 #12, #12 GND IN 1" GRS TO PANE IN ELEC RM 162. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 14 2007 City Of Tukwila BUILDING DIVISION AREA OF WORK KEY PLAN METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER AIR COMPRESSOR REPLACEMENT ELECTRICAL PLAN IT L PJ \ECEIVEV NOV -2 2007 PERMIT CENTEK DATE: JULY 2007 DRAWING N0: E1.02 SHEET N0: OF 9 OROJIT FRAMES & AMPS WIRE SIZE LOAD DESCRIPTION HP AMPERAGE LOCATION a b e 1 15A/ 3P 112 PP -1 HOT WATER PUMP // SPARE 1/2 2.9 2.9 2.9 BOILER ROOM 166 3 15A/3P - SPARE 5 15A/ 3P 112 PP -7 FUEL OIL 1/2 2.9 2.9 2.9 BOILER ROOM 166 7 15A/3P - SPARE 9 20A 1 3P 0 12 BLOWER. BOILER 41 // SPARE ' 5 21.8 21.8 21.8 BOILER ROOM 166 11 20A / 3P 112 DOCK LEVELERS (4) (4) 1 19.1 19.1 19.1 LOADING DOCK 13 50A/ 3P - SPARE 15 15A/ 3P 012 SUBMERSIBLE PUMP ' 2 9.8 9.8 9.8 SITE AREA 17 15A 1 3P 812 AIR DRYER D -1 '1.5 1:9 1.9 1.9 COMPR. ROOM 160 19 / - EMPTY 21 25A/3P 8 10 PANEL P6 VIA XFMRT6 52.9 52.9 52.9 UNIT STORAGE 158 23 80A13P 03 PANEL P7 VIA XFMRT7 r 118.4 118.4 118.4 2ND FLOQR.COLJ -24 25 1 - EMPTY 27 / -. EMPTY 29 / - EMPTY 2 15A/3P 012 F74D4IAUSTFAN - -. PAINT MIX 4 15A/3P 012 PP -6 FUEL OIL 1/2 2.9 2.9 2.9 BOILER ROOM 166 6 15A/3P - SPARE 8 15A / 3P 812 F38 EXHAUST F A N ' 2 9.8 9.8 9.8 COMP ROOM 165 10 20A/ 3P 812 BLOWER. BOILER 02// SPARE ' 5 BOILER ROOM 166 12 20A/ 3P 812 TRASH DUMPSTER// POLE RECP LOADINGDOO< 14 50A / 3P 06 CA -5 AIR COMPRESSOR ' 15 60.0 60.0 60.0 COMP ROOM 165 16 15A 1 3P 8 12 PANEL P9 SUB -FEED 29.0 29.0 29.0 HAZ. MAT. SHED 18 15A/ 3P 812 AIR DRYER D-2 ' 1.5 1.9 1.9 1.9 COMPR. ROOM 160 20 15A1 3P 812 RD-2 OOM P AIR AFTERCOOLER '1.5 8.0 8.0 8.0 COMP ROOM 165 22 25A / 3P 810 PANEL P8 VIA XFMR T8 ' 10.2' 10.2 l' 10.2 ELECT EQ ROOM 167 24 20A /3P - SPARE 26 / - EMPTY 28 / - EMPTY 30 / EMPTY Y \ S \, 3 1 \ i \ Y a Y i 1 n..w \ A No. PANEL PJ BLDG CSC TYPE SQ. D NH1B (HCN6890 -6) SURFACE or FLUSH• SURFACE MAIN BKR. M LO RATING 225A,480V DELTA, 3PH,3W REF. DWG. NO(s) • REVISION(s) ENGINEER REVISION C REYNOLDS DEMAND kVA= 292.1 CONNECTED kVA= 292.1 ELE(;1} ICAL PANEL SCHEDULE BY APP'D BASE S B DATE 26-Jul-07 LOCATION ELECTRICAL EQUIP ROOM 167, SUB "8 FEEDERS 3 -U2/0, 1t6 GND,1 1/2 "C mom PANEL "PDB "CKT 8 SHORT C}(T. RTC., Isyrn REVISED O<T. DATE REVISED JOB NO. DATE 351.5 351.5 351.5 TOTAL AMPS Measured Load ELE( fRICAL PANEL SCHEDULE PANEL POD BLDG CSC TYPE SQ. D POWER -STYLE S' SURFACE or FLUSH• PEDESTAL MAIN BKR RATING 1200A, 277Y/480V, 3PH, 4W SUPPLY 1200A, 277Y /480V, 3PH , 4W SECTION REF. DWG. NO(s) REVISION(s) ENGINEER AS BUILT CREYNOLDS ORCUIT 1 FRAMES & AMPS 175A/ 3P WIRE SIZE LOAD DESCRIPTION 2/ 0 PANEL •PC" SUB-FEED AMPERAGE HP a b c 407.3 397.3 3472 LOCATION MACHINE SHOP 108 3 200A/ 3P 3/0 5 175A / 3P 3 7 175A / 3P 2/0 9 125A/ 3P 1/0 11 50A/ 3P 13 40A/ 3P 15 17 2 4 6 8 10 12 14 16 175A/ 3P 2/0 225A/ 3P 175A/ 3P 2/0 175A/ 3P 3 175A/ 3P 2/0 150A/ 3P r 1/0 150A/ 3P 400A/ 3P 8 DEMANDkVA= 001 CONNECTEDkVA= 1729.0 411.7 411.7. 411.7 PANEL • PE" SUB -FEED COMPRESSOR AC-2 77.0 .'77.0 77.0 PANEL •PO' SUB -FEED 285.0 285.1 285.1 PANEL 'LC" SUB -FEED BREATHING AIR COMPRESSOR ELEVATOR EMPTY EMPTY SPARE CCP TRANSDYNAMOMI 1 tH SUB-FEED LUGS 57.2 54.5 29.7 PANEL LB SUB -FEED 92.0 94.5 95.1 COMPRESSOR AC-3 77.0 77.0 77.0 PANEL PF SUB-FEED 136.0 135.6 r 136.6 PANEL PJ SUB -FEED 351.5 351.5 351.5 PANEL PG SUB-FEED 219.4 219.4 213.4 2114.0 2103.5 2024.3 UNIT REBUILD 150 COMPRESSOR RM 160 MACHINE SHOP 108 PARTS STORAGE 175 PAINT BOOTH ELEVATOR EQUIP RM OORRIDOR COL E -16 PAINT CORR. COL. P -7 COMPRESSOR RM 160 ELECT ROOM 167 UNIT REBUILD 150 DYNO ROOM 151 TOTAL AMPS DESIGNED: 1 w AY(V1rK DRAWN: C UFNKIFWICH CHECKED: D. CRIPPEN BASE S B DATE 26-Jul-07 LOCATION ELECT EQUIP ROOM 167 (SUB "B ") FEEDERS (4) 500MCM. (1) 03 GND, (3) CO FROM SHORT O(T. RTG., Isym REVISED CKT. DATE REVISED JOB NO. r RFYNnl ns RECOMMENDED: /V OCT 2002 (VJB) PROJECT MANAGER: K. MADDEN APPROVED: B. ISLER IBIS N0: 432155 YORK REQUEST': - CONTRACT N0: SCALE: Measured Load AS NOTED ONE INCH AT FULL SIZE T* 1 IF NOT ONE INCH, SCALE ACCORDINGLY SRE LOCATION N0: King County Department of Transportation REVIEWED FOR CODE AP PROVED COMPL Nov z 4 2007 B1' City Of T (J{cvrila METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER AIR COMPRESSOR REPLACEMENT RECEIVEr Nov --2 2007 PERMIT CENTEF PANELBOARD SCHEDULES DATE: JULY 200; DRAWING N0: E6.01 SHEET NO: OF 10