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Home My WebLink AboutPermit M09-018 - KING COUNTY / METRO CSC - AIR HANDLER REPLACEMENTMETRO CSC AIR HANDLER REPLACEMENT 12000 EAST MARGINAL WYS M09 -018 Parcel No.: 7340600421 Address: Suite No: Cityllif 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 12000 EAST MARGINAL WY S TUKW MECHANICAL PERMIT Tenant: Name: METRO CSC - AIR HANDLER REPLACEMENT Address: 12000 EAST MARGINAL WAYS , TUKWILA WA Owner: Name: KING COUNTY Address: 500 K C ADMIN BLDG , SEATTLE WA Contact Person: Name: GERRIE JACKSON Address: 201 S JACKSON ST KSC -TR -0431 , SEATTLE WA Contractor: Name: EXPRESS CONST COMPANY INC Address: 7438 SE 27TH , MERCER ISLAND, WA Contractor License No: EXPRECC066LP DESCRIPTION OF WORK: REMOVE ANDF REPLACE 3 EXISTING HEAT RECOVERY UNITS. INSTALL NEW CURBS ON ROOF. REFURBISH EXISTING CORAYVAC EQUIPMENT Value of Mechanical: 995,000.00 Type of Fire Protection: 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 doc: IMC -10/06 Fees Collected: $8,902.13 International Mechanical Code Edition: 2006 EQUIPMENT TYPE AND QUANTITY 0 0 0 0 0 1 2 1 0 0 0 0 0 0 * *continued on next page ** M09 -018 • Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 - 684 -1334 Phone: Expiration Date: 07/10/2011 M09 -018 10/19/2009 04/17/2010 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: 10 -19 -2009 Permit Center Authorized Signature: I hereby certify that I have read and d this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied th, hether specified herein or not. The granting of this permit does not pres to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th = rformance of work. I am authorized to sign and obtain this mechanical permit. / Signature: v��` Date: /D / /Y o Print Name: G—� Pte-1--2;z5)..1 ` doc: IMC -10/06 OD 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 Number: M09 -018 Issue Date: 10/19/2009 Permit Expires On: 04/17/2010 Date: 10jIO 1a'► This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. M09 -018 Printed: 10 -19 -2009 Parcel No.: 7340600421 Address: Suite No: Tenant: 12000 EAST MARGINAL WY S TUKW METRO CSC - AIR HANDLER REPLACEMENT 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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: M09 -018 ISSUED 02/26/2009 10/19/2009 2: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 3: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: 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. 7: 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. 8: 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. 9: 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. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 13: 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 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 M09 -018 Printed: 10 -19 -2009 14: ** *FIRE 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 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 17: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 18: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 19: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 20: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 21: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** M09 -018 Printed: 10 -19 -2009 • li City of Tukwila 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 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 Date: .9/, M09 -018 Printed: 10 -19 -2009 Tenant Name: Property Owners Name: Mailing Address: 201 S J CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us MECHANICAL PERMIT APPLICATION 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 King Co Assessor's Tax No.: 7340600421 Site Address: 12000 East Marginal Way S Suite Number: Floor: New Tenant: ❑ Yes ❑..No King County Metro ._ I City CONTACT PERSON - Who do we contact when your permit is ready to be issued Name: Gerrie Jackson Day Telephone: (206) G04 1334 Mailing Address: 201 S Jackson St KSC - -0411 SQattle WA 9-819^ City State Zip E - Mail Address: gerrie.jackson@kingcounty.gov Fax Number: Mechanical Permit No. VVYI Project No (For office use only) (206) 684 -1900 Zip MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: to be bid Contact Person: E -Mail Address: Contractor Registration Number: H:\ Applications \Forms - Applications On Line \2009 Applications \1 -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh State State State Zip City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Recor Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Zip Page 1 of 2 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM 1 Fire Damper 0 -3 HP /100,000 BTU 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 y Incinerator — Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM 2 Incinerator — Comm/Ind Fuel Type: Electric ❑ Print Name: Mailing Address: I Date Application Accepted: Valuation of Project (contractor's bid price): $ 995,000 Scope of Work (please provide detailed information): Remove and Replace three existing heat recovery units.. Install new curbs on roof. Refurbish existing CORAYVAC equipment. Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building 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 OW OR AUTHORIZE ENT: Signature:. � - �-+- -✓ /c- L r� --�'� Gas Other: Date: Gerrie Jackson Day Telephone: ( 206) 684 -1334 KC Metro 201 S Jackson St KSC -TR -0431 Seattle, Wa 98104 Cit State Zip Date Application Expires: H- Applications \Porms - Applications On Line \2009 Applications \1 -2009 - Mechanical Permit Application. doe Revised: 1 -2009 bh Staff Initials: Page 2 of 2 • 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 RECEIPT a Parcel No.: 7340600421 Permit Number: M09 -018 Address: 12000 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 02/26/2009 Applicant: METRO CSC - AIR HANDLER REPLACEMENT Issue Date: Receipt No.: R09 -01624 Initials: JEM Payment Date: 10/19/2009 08:57 AM User ID: 1165 Balance: $0.00 Payee: KING COUNTY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 359632 7,121.70 Authorization No. ACCOUNT ITEM LIST: Description MECHANICAL - NONRES Payment Amount: $7,121.70 Account Code Current Pmts 000.322.102.00.00 7,121.70 Total: $7,121.70 PAYMENT RECEIVED doc: Receipt -06 Printed: 10 -19 -2009 Payee: KING COUNTY METRO ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • 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 RECEIPT Parcel No.: 7340600421 Permit Number: M09 -018 Address: 12000 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 02/26/2009 Applicant: METRO CSC - AIR HANDLER REPLACEMENT Issue Date: Receipt No.: R09 - 00335 Payment Amount: $1,780.43 Initials: WER Payment Date: 02/26/2009 02:42 PM User ID: 1655 Balance: $7,121.70 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 4630 1,780.43 Account Code Current Pmts 000/345.830 1,780.43 Total: $1,780.43 0905801- 0012 02/27/2009 001 101 UCC' Fern Plus - General Fund $1,780.43 doc: Receiot -06 Printed: 02 -26 -2009 Project. J / L �t'�C Sc i I Type of Inspection: , /� 6 + /l'a`((J Address: ` 17003 e _ . +tt jjtk Date Callllledd`` Special Instructions: Date Wanted . i J <a.m, p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ait3g_.-of PERMIT NO. f- (266)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Eit P Inspect( - 4 .) , Lik ti Date: • E ' $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: U ILA 13A ) 4 7S-A j Add r ss L ,l c j.) - �—� fre S /),...)/,./\ � t /1 // 9),) , -)e---S --\C A .,.4„ ,c A c i --- r uci --(t 0A-( Avk c.. ft-el ,) Phone N� — 440(o —/ e roject: P /tA U �.SC nit C. � Q ype- -S ft" r �-- "" �J o Add r ss , D to Called: Ld� . A� ' Special Instructions: / D ate Wanted: a .m Requester: Phone N� — 440(o —/ 4k INSPECTION NO. INSPECTION RECORD Retain a copy with permit Moat -off PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El $60.00 REINSPECTION FEE EOUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd, Suite 100. Call to schedule reinspection. Ins uector Date: —S-- f 0 Receipt No.: 'Date: COMMENTS:: (' ' f t ) k n r d J A- k �` V (\ S I. < <e Date Called: , h /` 4 r ■ J CZ -C S � /__ , ..A. r hi 1 /)e__-7, 1 � Requester: i c_- Ay -mss c_t .%) \ S r S 1 9.e ,4 i DA S ` cIT 4 I ^ L. /)/N iv fIs'4' X- P1 a f fir il AA A .P { I 1 . itke ll�� " "AA�� SG -� Q G Type of Inspect '. 61--/k P-0,, P-0,, � � Address: 1 Date Called: Special Instructions: M a._ Aoki.) l _r rcr( c2)^Pav[ I f Cate Wanted: 3 Z9 ( a p.m. Requester: Phone No: 2 -44 — iri s INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. M05- Corrections required prior to approval. ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspe or: Date: _ 2 / —/ Receipt No.: Date: Project: )4,.,-, c,,,,4 „ Type of Inspection: C g /F?4 4 ovviic . Address: / a i vv Suite #: de) k Contact Person: Special Instructions: Permits: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 R Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT /13/06 Corrections required prior to approval. COMMENTS: Refs* '4af��t} )- J!?crf 1 2 01 ( i /-1 134- - (! 3 ) Cr; r ( tt it vl Z t rrs- Cfr1.4144/47' ' h. 4 GPI } .> > l' I'VE”! Lr yj y9 / f ;4 . i .'i Inspector: , ? Date: 1 rs $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from th e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 • FIRM: MacDonald - Miller 7717 Detriot Ave. SW Seattle, WA 98106 PHONE: (206) 763 -9400 FAX: (206) 768 -3991 PROJECT: CSC Metro Heat Recovery DATE: 5/3/2010 CONTACT: Casey Williams NOTES: MacDonald - Miller MacDonald - Miller FACILITY SOLUTIONS CSC Metro Heat Recovery Seattle, WA \AO' tor8 0E corOLA44 6/\ 5-3% )3 PROJECT #: 7609068 CD) MacDonald - Miller FACILITY SOLUTIONS Field Technician: Casey Williams CSC METRO HEAT RECOVERY SEATTLE, WA JOB # 760 -9068 1) General Notes a) HVAC balancing was completed 04 /30/2010 b) Design information was obtained from Drawings provided. c) Outlet volumetric flow rates were measured by use of a calibrated Air Data MultimeterNelgrid and Rotating Vane Anemometer. 2) Scope of work i) Test, Adjust, and Balance three (3) Rooftop Heat Recovery Units. System I Unit T/O Type of Reading Outlet Type Size % Pr. % Final Design Reading Prelim Reading Final Reading Outlet -01 RVA SR 20x38 120 100 1200 1445 1205 Outlet -02 RVA SR 20x38 118 100 1200 1420 1200 Outlet -03 RVA SR 20x38 112 101 1200 1349 1210 Outlet -04 RVA SR 20x38 100 102 1200 1203 1220 Outlet -05 RVA SR 20x38 137 100 1200 1638 1205 Outlet -06 0 RVA SR 20x38 97 100 1200 1167 1200 Outlet -07 RVA SR 20x38 116 100 1200 1394 1200 Outlet -08 RVA SR 20x38 113 101 1200 1360 1210 Outlet -09 RVA SR 20x38 99 99 1200 1185 1190 Outlet -10 RVA SR 20x38 129 104 1200 1545 1250 Totals : - - - - 114 % 101 % 12,000 13,706 12,090 Unit Data Unit Manufacturer Energy Labs Unit Model Number C102116 - - Unit Serial Number 1002 - 4866 - Unit Discharge Horizontal Down Flow Test Data Total Design Airflow 12000 CFM Total Actual Airflow 12174 CFM Outside Air Design 12000 CFM Outside Air Actual 12174 CFM HRU -25A / Supply Fan Fan RPM Design 1963 RPM Fan RPM Actual 1784 RPM Motor Volts T1 -T2 410 Volts Motor Volts T2 -T3 410 Volts Motor Volts T1 -T3 410 Volts Motor Amps T1 5.70 Amps Motor Amps T2 5.70 Amps Motor Amps T3 5.70 Amps Motor Data HRU -25A / Supply Fan Motor Manufacturer Baldor Motor Frame 213T Motor HP 7 1/2 HP Motor RPM 1770 RPM Motor Rated Volts 460 Volts Motor Phase 3 Motor Hertz 60 Hz Motor FL Amps 9.6 Amps Motor Service Factor 1.15 Motor Efficiency 0.917 % Motor Power Factor 1 Test Pressures Fan SP In Actual 0.90 in. we Fan SP Out Actual 1.14 in. we External SP In Actual 0.27 in. we External SP Out Actual 0.90 in. we <ZZa MacDonald - Miller FACILITY SOLUTIONS CSC Metro Heat Recovery PROJECT: CSC Metro Heat Recovery LOCATION: Seattle, WA PROJECT #: SYSTEM /UNIT: HRU -25A AREA: HRU -25A Supply Outlet Summary * Notes MacDonald - Miller DATE: 5/3/2010 CONTACT: Casey Williams f NEE r EI REF # 3 Tested By: Casey Williams Test Date: May 03, 2010 I HRU -25A 30- Apr -10 Andrey Kaminsky Information is identical for both supply fans. Motor Data Rated Airflow Capacity 13500 CFM Motor Manufacturer Baldor Motor Frame 254T Motor HP 15 HP Motor RPM 1765 RPM Motor Rated Volts 460 Volts Motor Phase 3 Motor Hertz 60 Hz Motor FL Amps 17.70 Amps Motor Service Factor 1.15 Nominal Efficiency 0.93 % Power Factor 0.86 Sheave Data Motor Sheave MFG Direct Drive Motor Sheave Model Direct Drive Motor Sheave Diam. Direct Drive in. Motor Sheave Bore Direct Drive in. Fan Sheave MFG Direct Drive Fan Sheave Model Direct Drive Fan Sheave Diam. Direct Drive in. Fan Sheave Bore Direct Drive in. Number of Belts Direct Drive Belt Size Direct Drive Sheave Center Line Direct Drive in. Unit Data Fan Manufacturer Energy Labs Fan Model Number 200 Fan Serial Number 4866 HRU 25 - S.F. Test Data Total Airflow Design 13500 CFM Total Airflow Actual 13095 CFM Fan RPM Design 1805 RPM Fan RPM Actual 1780 RPM Motor Volts T1 -T2 460 Volts Motor Amps T1 12.90 Amps Brake Horse Power 11.02 BHP SP In Actual 0.90 in. wc SP Out Actual 0.76 in. wc Total SP Actual 1.67 in. wc Total SP Design 2.50 in. wc 4r=lo MacDonald- Miller FACILITY SOLUTIONS CSC Metro Heat Recovery PROJECT: CSC Metro Heat Recovery LOCATION: Seattle, WA PROJECT #: SYSTEM /UNIT: EF - 25A AREA: * Notes MacDonald- Mi//er DATE: 5/3/2010 CONTACT: Casey Williams �- .a _ j N E B B REF # 3 Tested By: Casey Williams Test Date: May 03, 2010 Supply Component Pressure Drops - 0.2732 - 0.4812 A-B -0.208 - 0.8982 B-C -0.417 1.144 C -D 2.0422 0.8962 D -E -0.2478 Exhaust Component Pressure Drops -0.9039 0.7631 A -B 1.667 0.7074 B-C -0.0557 0.3136 C -D - 0.3938 • • • Project System A B C D E MacDonald - Miller FACILITY SOLUTIONS CSC Metro Heat Recovery HRU 25A HEA1 EA RECOVERY DISCHARGE COIL pi AN VIEW SA FILTERS OA INTAKE Air System Pressure Profile Job Number 7609068 4F,Z= MacDonald - Miller FACILITY SOLUTIONS CSC Metro Heat Recovery PROJECT: CSC Metro Heat Recovery LOCATION: Seattle, WA PROJECT #: SYSTEM /UNIT: HRU -25A- Exhaust Unit Data Type of Traverse Outer Height Outer Width Air Flow Area Number Of Rows Readings Per Row Total Readings Location of Holes 1 Rectangular 23.0 in. 84.0 in. 13.417 sq. ft. 10 5 50 Bottom NOTES: Col 5 Col 4 Col 3 Col 2 Col 1 MacDonald- Miller I CI 1 896 1 11002 1 11043I 1 1053 I 1 803 1 1 936 I 1 1 1075 1 1 1101 r- N O 0 CC CC 3 3 1 838 1 1 913 1 863 1 1092 1 Duct Traverse Data Points 1 876 I 1 814 1 1 876 1 1 928 1 111051 1 743 1 866 1 853 1 957 1 1072 1 V Nn 3 3 O 0 9r CC 84 Final Data Sum of Readings Average Reading Reading Std. Dev. Design Total Flow Actual Total Flow Duct Static Press. 48812 976 FPM 108 FPM 13500 CFM 13095 CFM .227 in. we 966 980 923 991 656 1 1034 I 1 1017 1 1 s5 1 1 957 1 1 1067 1 DATE: 5/3/2010 CONTACT: Casey Williams 1 1157 1 1 110861 1 1002 1 110291 1 1078 1 I teat 1 1026 1 1 1018 ref # 5 Tested By: Casey Williams Test Date: May 03, 2010 9 1124 1 1117 M CI) MacDonald - Miller FACILITY SOLUTIONS CSC Metro Heat Recovery PROJECT: CSC Metro Heat Recovery LOCATION: Seattle, WA PROJECT #: SYSTEM /UNIT: HRU -25A- Supply Unit Data Type of Traverse Rectangular Outer Height 28.0 in. Outer Width 74.0 in. Air Flow Area 14.390 sq. ft. Number Of Rows 10 Readings Per Row 5 Total Readings 50 Location of Holes 1 Bottom NOTES: MacDonald-Miller Col 5 Col 4 Col 3 Col 2 Col 1 1 78o 1 776 1 868 1 904 1 913 696 1 812 I 787 932 I 955 1 1 727 I 1 792 I 17481 771 1 946 I r N M 3 3 3 cc cc cc Duct Traverse Data Points 1 760 1706 1 760 Isos 958 I 644 1 1 750 1 1 740 I 830 1 1 930 74 Final Data Sum of Readings 42323 Average Reading 846 FPM Reading Std. Dev. 94 FPM Design Total Flow 12000 CFM Actual Total Flow 12174 CFM Duct Static Press. .12 in. we 1 838 1 aso 800 1 859 569 ., N m CC Ce C4 � 3 3 897 I 881 837 I 830 925 j p. CC DATE: 5/3/2010 CONTACT: Casey Williams 1 1003 1 1 923 I 942 1 1 892 1 1 935 1 1 986 1 1 937 1 1 890 1 EMI ref # 6 Tested By: Casey Williams Test Date: May 03, 2010 90 27 975 96 812 A r 3 � CC CC rp N Unit Data Unit Manufacturer Energy Labs Unit Model Number C102116 - - Unit Serial Number 1002 - 4866 - Unit Discharge Horizontal Down Flow HRU -12A / Filter Bank Filter Quantity - Size 1 12 Filter Dimensions - Size 1 24x24x4 Test Data Total Design Airflow 9000 CFM Total Actual Airflow 8985 CFM Outside Air Design 9000 CFM Outside Air Actual 8985 CFM Return Air Design 0 CFM Return Air Actual 0 CFM HRU -12A / Supply Fan Fan RPM Design 1917 RPM Fan RPM Actual 1411 RPM Motor Volts T1 -T2 271 Volts Motor Volts T2 -T3 271 Volts Motor Volts T1 -T3 271 Volts Motor Amps T1 3.50 Amps Motor Amps T2 3.50 Amps Motor Amps T3 3.50 Amps Motor Data HRU -12A / Supply Fan Motor Manufacturer Baldor Motor Frame 184T Motor HP 5 HP Motor RPM 1750 RPM Motor Rated Volts 460 Volts Motor Phase 3 Motor Hertz 60 Hz Motor FL Amps 6.6 Amps Motor Service Factor 1.15 Motor Efficiency 0.902 % Motor Power Factor 1 Test Pressures Fan SP In Actual 0.25 in. wc Fan SP Out Actual 0.44 in. wc External SP In Actual 0.20 in. wc External SP Out Actual 0.21 in. wc System / Unit WO Type of Reading Outlet Type Size % Pm % Final Design Reading PreNm Reeding Final Reading Outlet -01 RVA SR20 20x20 157 100 1500 2362 1495 Outlet -02 RVA SR20 20x20 130 100 1500 1952 1500 Outlet -03 RVA SR20 20x20 140 100 1500 2105 1495 Outlet -04 0 RVA SR20 20x20 102 100 1500 1536 1505 Outlet -05 RVA SR20 20x20 103 100 1500 1550 1495 Outlet -06 RVA SR20 20x20 124 100 1500 1859 1495 Totals : - - - 126 % 100 % 9,000 11,364 8,985 Cy> MacDonald - Miller FACILITY SOLUTIONS CSC Metro Heat Recovery PROJECT: CSC Metro Heat Recovery LOCATION: Seattle, WA PROJECT #: SYSTEM /UNIT: HRU -12A AREA: HRU -12A Supply Outlet Summary * Notes MacDonald- Miller DATE: 5/3/2010 CONTACT: Casey Williams - 1 N B13 REF # 1 Tested By: Casey Williams Test Date: May 03, 2010 HRU -12A HRU -12A 30- Apr -10 Andrey Kaminsky Information is identical for both supply fans. 30- Apr -10 Andrey Kaminsky Supply Fan running at 48Hz. Motor Data Rated Airflow Capacity 11000 CFM Motor Manufacturer Baldor Motor Frame 215T Motor HP 10 HP Motor RPM 1770 RPM Motor Rated Volts 460 Volts Motor Phase 3 Motor Hertz 60 Hz Motor FL Amps 12.50 Amps Motor Service Factor 1.15 Nominal Efficiency 0.92 % Power Factor 0.82 Sheave Data Motor Sheave MFG Direct Drive Motor Sheave Model Direct Drive Motor Sheave Diam. Direct Drive in. Motor Sheave Bore Direct Drive in. Fan Sheave MFG Direct Drive Fan Sheave Model Direct Drive Fan Sheave Diam. Direct Drive in. Fan Sheave Bore Direct Drive in. Number of Belts Direct Drive Belt Size Direct Drive Sheave Center Line Direct Drive in. Unit Data Fan Manufacturer Energy Labs Fan Model Number 200 Fan Serial Number 4866 HRU 12 - S.F. Test Data Total Airflow Design 11000 CFM Total Airflow Actual 10331 CFM Fan RPM Design 1917 RPM Fan RPM Actual 1784 RPM Motor Volts T1 -T2 460 Volts Motor Amps T1 8.30 Amps Brake Horse Power 6.67 BHP SP In Actual 0.47 in. wc SP Out Actual 0.63 in. wc Total SP Actual 1.10 in. wc Total SP Design 2.50 in. wc (= Po) MacDonald - Miller FACILITY SOLUTIONS CSC Metro Heat Recovery PROJECT: CSC Metro Heat Recovery LOCATION: Seattle, WA PROJECT #: SYSTEM /UNIT: EF - 12A AREA: * Notes MacDonald- Miller DATE: 5/3/2010 CONTACT: Casey Williams REF # 1 Tested By: Andrey Kaminsky Test Date: April 30, 2010 (EF -12A 30- Apr -10 Andrey Kaminsky Readings were taken at 60Hz. Supply Component Pressure Drops - 0.2008 - 0.3061 A - B - 0.1053 - 0.5553 B - 0.2492 0.4405 C - D 0.9958 0.2354 D - E -0.2051 Exhaust Component Pressure Drops -0.47 0.6333 A - B 1.1033 0.5109 B -0.1224 0.2123 C - D - 0.2986 • • Project System A B C D E MacDonald - Miller FACILITY SOLUTIONS CSC Metro Heat Recovery HRU 12A SA FILTERS OA INTAKE HEAT EA RECOVERY DISCHARGE COIL Job Number 7609068 <=6) MacDonald - Miller FACILITY SOLUTIONS CSC Metro Heat Recovery PROJECT: CSC Metro Heat Recovery LOCATION: Seattle, WA PROJECT #: SYSTEM /UNIT: HRU -12A- Exhaust Unit Data Type of Traverse Outer Height Outer Width Air Flow Area Number Of Rows Readings Per Row Total Readings Location of Holes 1 Rectangular 23.0 in. 84.0 in. 13.417 sq. ft. 10 5 50 Bottom NOTES: Col 5 Col4 Col 3 Col 2 Col 1 MacDonald- Miller 19ot 1 920 1 912 1 938 1 929 1 926 I 1 890 I 1835 841 1 935 1 1 940 1 1 856 I (810 I 779 1 735 I Duct Traverse Data Points 1 895 1 829 1 815 1 756 1 768 N CC I 846 1 721 1 776 1 632 1 84 Final Data Sum of Readings 38502 Average Reading 770 FPM Reading Std. Dev. 113 FPM Design Total Flow 11000 CFM Actual Total Flow 10331 CFM Duct Static Press. .2 in. we 865 820 772 179 757 766 798 751 777 691 DATE: 5/3/2010 CONTACT: Casey Williams 765 I 787 I 665 I 6101 594 I 1 708 I 1 745 1 1 673 1 1620I 1 522 I ref # 1 Tested By: Casey Williams Test Date: May 03, 2010 NB B 633 607 562 cn N (ZZ2 MacDonald-Miller FACILITY SOLUTIONS CSC Metro Heat Recovery PROJECT: CSC Metro Heat Recovery LOCATION: Seattle, WA PROJECT #: SYSTEM /UNIT: HRU -12A- Supply Unit Data Type of Traverse Outer Height Outer Width Air Flow Area Number Of Rows Readings Per Row Total Readings Location of Holes 1 Rectangular 28.0 in. 60.0 in. 11.670 sq. ft. 10 5 50 Bottom NOTES: MacDonald-Miller CoI 5 CoI 4 Col 3 Col 2 Col 1 ( 901 1 920 I 1 912 I 1 m 1 926 1 1 890 1 835 I 841 1 935 I ( 940 1 656 I 810 1 779 I 1 735 1 r N el 3 3 3 oc & Duct Traverse Data Points 895 829 815 756 768 1 857 I 846 1 721 I 776 1632 1 60 Final Data Sum of Readings Average Reading Reading Std. Dev. Design Total Flow Actual Total Flow Duct Static Press. 38502 770 FPM 113 FPM 9000 CFM 8986 CFM .132 in. we 1 865 I 1 820 I 772 1 779 I 1 757 I 1 766 1 1 798 I 1 751 1 1 77 l 1 691 1 A 0 re DATE: 5/3/2010 CONTACT: Casey Williams 765 I 787 I 665 I 610 1 594 I N 3 708 74.5 1 673 I 1 620 I I 01 & 1s48 1 633 1 607 1 562 ref # 2 Tested By: Andrey Kaminsky Test Date: May 03, 2010 Unit Data Unit Manufacturer Energy Labs Unit Model Number C102116 - Unit Serial Number 1002 Unit Discharge Horizontal Down Flow Test Data Total Design Airflow 9000 CFM Total Actual Airflow 8806 CFM Outside Air Design 9000 CFM Outside Air Actual 8806 CFM HRU -13A / Supply Fan Fan RPM Actual 1471 RPM Motor Volts T1 -T2 293 Volts Motor Volts T2 -T3 293 Volts Motor Volts T1 -T3 293 Volts Motor Amps T1 3.60 Amps Motor Amps T2 3.60 Mips Motor Amps T3 3.60 Amps System / Unit WO Type of Reading Outlet Type Size % Pre % Final Design Reading Prelim R ding- Final Reading Outlet -01 RVA SR20 20x20 133 97 1500 2000 1450 Outlet -02 RVA SR20 20x20 140 99 1500 2100 1490 Outlet -03 RVA SR20 20x20 167 97 1500 2500 1460 Outlet -04 RVA SR20 20x20 80 93 1500 1200 1400 Outlet -05 0 RVA SR20 20x20 187 97 1500 2800 1450 Outlet -06 RVA SR20 20x20 100 102 1500 1500 1525 Totals : - - - 134 % 98 % 9,000 12,100 8.775 Motor Data HRU -13A / Supply Fan Motor Hertz 60 Hz Test Pressures Fan SP In Actual 0.58 in. wc Fan SP Out Actual 0.45 in. wc External SP In Actual 0.22 in. wc External SP Out Actual 0.29 in. wc 46=2 MacDonald - Miller FACILITY SOLUTIONS CSC Metro Heat Recovery PROJECT: CSC Metro Heat Recovery LOCATION: Seattle, WA PROJECT #: SYSTEM /UNIT: HRU -13A AREA: HRU -13A Supply Outlet Summary * Notes MacDona /d- Miller DATE: 5/3/2010 CONTACT: Casey Williams Ni BB REF # 2 Tested By: Casey Williams Test Date: May 03, 2010 Motor Data Rated Airflow Capacity 11000 CFM Motor Manufacturer Baldor Motor Frame 215T Motor HP 10 HP Motor RPM 1770 RPM Motor Rated Volts 460 Volts Motor Phase 3 Motor Hertz 60 Hz Motor FL Amps 12.50 Amps Motor Service Factor 1.15 Nominal Efficiency 0.92 % Power Factor 0.82 Sheave Data Motor Sheave MFG Direct Drive Motor Sheave Model Direct Drive Motor Sheave Diam. Direct Drive in. Motor Sheave Bore Direct Drive in. Fan Sheave MFG Direct Drive Fan Sheave Model Direct Drive Fan Sheave Diam. Direct Drive in. Fan Sheave Bore Direct Drive in. Number of Belts Direct Drive Belt Size Direct Drive Sheave Center Line Direct Drive in. Unit Data Fan Manufacturer Energy Labs Fan Model Number 200 Fan Serial Number 4866 HRU 12 - S.F. Test Data Total Airflow Design 11000 CFM Total Airflow Actual 10063 CFM Fan RPM Design 1980 RPM Fan RPM Actual 1710 RPM Motor Volts T1 -T2 420 Volts Motor Amps T1 7.75 Amps SP In Actual 0.32 in. wc SP Out Actual 0.50 in. wc Total SP Actual 0.82 in. wc Total SP Design 2.50 in. wc <Z) MacDonald - Miller FACILITY SOLUTIONS CSC Metro Heat Recovery PROJECT: CSC Metro Heat Recovery LOCATION: Seattle, WA PROJECT #: SYSTEM /UNIT: EF - 13A AREA: * Notes MacDonald-Miller DATE: 5/3/2010 CONTACT: Casey Williams N B 13 U REF # 2 Tested By: Andrey Kaminsky Test Date: April 30, 2010 Supply Component Pressure Drops - 0.2168 0.4979 - 0.4241 A -B - 0.2073 - 0.5765 B-C - 0.1524 0.4542 C -D 1.0307 0.2861 D -E - 0.1681 Exhaust Component Pressure Drops - 0.3189 0.4979 A -B 0.8168 0.418 B-C -0.0799 0.1568 C -D -0.2612 • • • Project System Er144151 •AR rE A B C D E MacDonald - Miller FACILITY SOLUTIONS CSC Metro Heat Recovery HRU 13A MLA! EA RECQ+ER" QSCHARCE COL SA FILTERS OA INTAKE - CAS HEA•4c 5ECOOu pi AN VIEW Job Number 7609068 EA DISC Air System Pressure Profile SUPPLY FAN (2 EA-) GAS HEATING SE CTION CZ) MacDonald - Miller FACILITY SOLUTIONS CSC Metro Heat Recovery PROJECT: CSC Metro Heat Recovery LOCATION: Seattle, WA PROJECT #: SYSTEM /UNIT: HRU -13A- Exhaust Unit Data Type of Traverse Outer Height Outer Width Air Flow Area Number Of Rows Readings Per Row Total Readings Location of Holes 1 Rectangular 23.0 in. 84.0 in. 13.417 sq. ft. 10 5 50 Bottom NOTES: MacDonald-Miller CoI 5 Col CoI 3 CoI 2 CoI 1 1 692 688 1 769 ( 801 809 r 3 1 617 I 1720 1 1697 1 1 826 I 846 645 1 702 1 663 682 1 839 Duct Traverse Data Points 1673 1625 1 1 673 1 17131 1 849 1 M r g 572 I 665 I 656 1 735 1 824 1 84 Final Data Sum of Readings 37507 Average Reading 750 FPM Reading Std. Dev. 83 FPM Design Total Flow 11000 CFM Actual Total Flow 10063 CFM Duct Static Press. .110 in. we 743 753 709 761 504 40 1 79' 1 (7821 1742 I 1 735 1 1 820 I ti & DATE: 5/3/2010 CONTACT: Casey Williams 889 818 834 769 791 co OC 1 829 1 IRE 1 789 1 1 782 I N ref # 3 Tested By: Casey Williams Test Date: May 03, 2010 1 733 1 1 864 1 858 M N 1 802 I 1 720 1. o General Co WIacDonald- Miller FACILITY SOLUTIONS CSC Metro Heat Recovery PROJECT: CSC Metro Heat Recovery LOCATION: Seattle, WA PROJECT #: SYSTEM /UNIT: HRU -13A- Supply Unit Data Type of Traverse Outer Height Outer Width Air Flow Area Number Of Rows Readings Per Row Total Readings Location of Holes 1 Rectangular 28.0 in. 74.0 in. 14.389 sq. ft. 10 5 50 Bottom NOTES: Col 5 Col 4 Col 3 CoI 2 CoI 1 564 561 1 628 1 653 1 660 503 587 569 1 674 1 690 1 525 1 572 541 1 557 1 684 Duct Traverse Data Points 1 949 1 1 510 1 1 549 1 1 582 1 1 693 1 (4661 1 545 1 1 535 1 1 600 1 1 672 1 74 606 1 614 1 578 1 621 1 EMI Final Data Sum of Readings 30593 Average Reading 612 FPM Reading Std. Dev. 68 FPM Design Total Flow 9000 CFM Actual Total Flow 8806 CFM Duct Static Press. .1224 in. we 1 649 1 16371 1 605 1 1 1 669 1 DATE: 5/3/2010 CONTACT: Casey Wlliams 1 725 1 1 667 1 1 681 1 1 628 1 1 1 1 676 1 1713 1 1 677 1 1 643 1 1 638 1 ref # 4 Tested By: Andrey Kaminsky Test Date: May 03, 2010 1 598 705 7 02 N N 13 r. 4_. rt MacDonald -Miller Csc #853 4 -30 -10 (71) 4/30/2010 1:57:00 PM General Comments Continued: Csc #853 5-03-10 (72) 5/4/2010 5:54:00 AM ■ ■ • W 0 0 D H A R RING E R, 1N C. I Mechanical / Electrical Engineers FILE COPY Permit No. Plan review approval is subject to errors and omissions. b ^wrnvaI of construction documents does not authorize Metro Component Supply Center Air Handling Unit Replacement Structural Calculations Prepared by Civi➢Tech Engineering 10800 NE 8 Street, Suite 820 Bellevue, WA 98004 January 28, 2009 REVIEWED FOR CODE COMPLIANCE APPROVED LIAR 0 6 2009 City of Tukwila BUILDING DIVISION RECEIVED FEB 282009 PERMIT CENTER 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 T (425) 822 -9499 F (425) 822 -4338 woodharbinger.com CIVILTECH • • 12d&' F L -ems. Low' • 1,012, 14 _ yam' - o. `�. • lycvll . has -6 'f ' 1 • • • • • • • • PROJECT SUBJECT c � - k f wi >ciq c spy • ------- zc c J oL � (3 1 ( ) - 1 )e r'$F) {io') 31° :P9F (2_.c- (2.5 r X07 ?�� v , f- -eX -IYA. C ca a c L . G. -S K44- e Y v.--e tOkO , 1 C tat 3) —(A)I2 x I k)'iS 441 HF'lt- 13A PROJECT NO 28' ©F 6 SHEET NO COMPUTED BY Y DATE 1 4 "/ /2 eV k" CHECKED BY DATE IL 1-.5F 10 125f 3o,s ('sF S L 2 1 psr Rev: 510002 User. KW- 080.3140. Ver 5.1.2. 13-Jun -1094. W,n32 (q 1903.99 ENERCALC Steel Beam Design Page 1 p:.structurait2008128016 - kc meth on - call fo Description Exist W12x19 - 117109 General information Steel Section : W12X19 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads DL LL ST Start Location End Location 25.000 Summary #1 0.310 0.250 Using: W12X19 section, Span = 25. End Fixity = Pinned - Pinned, Lu = 0 Moment fb : Bending Stress fb1Fb Shear fv : Shear Stress fv /Fv Force & Stress Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Dell. Left Cant Defl Right Cant Defl Depth Width Web Thick Flange Thickness Area Maximum 43.75 k -ft 7.00 k 7.00 k -1.306 in 0.000 in 0.000 in ...Query Defl @ 0.000 ft Reaction @ Left 7.00 Reaction @ Rt 7.00 Fa calc'd per 1.5 K`Lir < Cc 12.160 in 4.005 in 0.235 in 0.350 in 5.57 in2 #2 #3 OOft, Fy = 36.0ksi .00ft, LDF = 1.000 Actual 43.750 k -ft 24.5 . i 7.000 k 2.450 ksi 0.170 : 1 DL Only 24.22 3.87 3.87 -0.723 0.000 0.000 0.000 3.87 3.87 Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Pinned - Pinned 25.00 ft 0.00 ft LL & ST Act Together 0.00 if 0.00 ft Weight I - xx I-yy S -xx S -yy 371 otr r - O k • Allowable 42.336 k -ft 23.760 ksi 41.149 k 14.400 ksi «- These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST 0 Center A Center (at Cants 0 Cants 43.75 7.00 7.00 -1.306 0.000 0.000 0.000 7.00 7.00 #4 Title : Dsgnr: Description : Scope: -1.306 0.000 0.000 0.000 7.00 7.00 18.92 #Ift 130.00 in4 3.76 in4 21.382 in3 1.878 in3 #5 0.000 0.000 0.000 0.000 r -xx r - yy Rt #6 Date: Max. Deflection Length/DL Defl Length/(DL +LL Defl) #7 Overstressed in Bending Static Load Case Governs Stress 0.000 in 0.000 in 0.000 in 0.000 in k -ft k -ft k -ft k -ft k k k k Job # k/ft k/ft k/ft ft ft -1.306 in 415.1 : 1 229.8: 1 Section Properties W12X19 4.831 in 0.822 in 1.000 in 0 S — I �QSao 1 00 : sz___OSZ>: pod oSLL (L) taswass # 9of :oleo (a) 00 0 20 11 0 0..A.1 0 .01 3 ;1• dl rNA___' __ 1,031' '; I IP :I 1 , I � 1s'01 } ' ill ['Eat I V� ll "C tx 1 1 _� 111 '`' `_, 11 I, ef'o �a =?r lill'I �, oz al I[,h I1V II'I�Ifl,9' ' �'� 1111 "•111!1( ,_� ^� 11 11111i1. r =• zrfl i IR!II _-°S,1 .,'. 08 10 „Gawk xewA mei 00st - ` maw u 8 of 6 P .a1S I -- - - -r I 95 5' L■'t mini 1 i 1, 11 I I III IIl'I III �fl� f I --i- Illllilll loll ILIII,ILU 11011, 1111:1;1.i t l IlIl lilIIJIIt +,i: f 11111'10 1' 111111 11 11111111;1 I I Mill 1 I ' I ' 1 ' I'aI , I I I I'I'li l6'IJ: 11 rill'. 'El — I ' j ---1- — -eczF 00's A za pp OS'Lk ao'sti 0335male_ ost qo os' : edoas : uogd!Josea :iu6sa 0/90E1- =.0 V 1 4/1► = •..001 080 lwt90O t l il t t att t t i / " t taat ttt♦ II �I- ,- ..;I!(i .I;t�t tlt',Itlt! .f.1t i' ,.1 1�.° wej6eia 1 4a3a�IS� 60 11J L - 6 LXZ LM isix3 uo0u.13saa ai fle WOW 0)1 - 9tO8Z1800Z11eJnpMs\:d z e6ed u6isea weal ieNs 31V3213N3 omen (3) — ztoloo'66e1-ary`ti 'z'1 Jon 'OxW 901W1 Jxn ZOOMS aaL CIVILTECH PROJECT C 5 I-I VA P-€4714..Cz- tro }, f SUBJECT Al-NA — I Pe tt c Q _ -!Rt. -1-2_A - 9 25.2 I y.z�. • A0010) - wrz y ry G L 2.15 -- O - ( ) - I . 5 WsL2 - CZ-5 i1 C =. I. PJ i'Z C 5 t ?. 625'- .: c 44& f.. 11. 4 ' 2 ii-e-re A Per g„, ( �uri :n . vita 0s YS Z .. 4 , o l l cY. j ' '.r) ca f uat�= Su._)C -I.a. K = 6 I ' 6� Load= C o.(5E) c '�y' ) t C0.ltir)(S').-'r 10.32)( c6" g k ~ iY GJ 0.32 k - C C 5 '4 f8.7 COMPUTED BY CG1 -Y �25,2 R.2r A. �-f ) _ 0.23 Z K) aLo C - 4 4 C : 2 5 t 2s. 21 ..... Z2) .1 CT .ZI') ) PROJECT NO 2-8 r ~ 0( SHEET NO . 1 1.1 .- DATE 0 b!> / S e-� CHECKED BY DATE 0 4-s9 TLat. j A447 . 03 . k,[F Re 510002 UW: VW- 0603140. Ver 5.1:2. 13Jun -1999. W32 (c5 1903.09 ENERCALC Steel Beam Design Page 1 pAstnlctura112008128016 - kc mech on-call to Description [General Information Calculations are designed to RISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W12X19 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads #1 DL LL ST Start Location End Location 25.000 Dead Load Live Load Short Term Location # 1 0.155 8.070 Using: W12X19 section, Span = 25.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 36.542 k -ft 42.336 k -ft fb : Bending Stress 20.509 ksi 23.760 ksi tb /Fb 0.863:1 Shear 5.553 k 41.149 k fv : Shear Strew 1.943 ksi 14.400 ksi fv /Fv 0.135:1 Force & Stress Summary Center Deft. Left Cant Defl Right Cant Defl ...Query Deft @ Reaction © Left 5.50 Reaction @ Rt 5.55 Fa calc'd per 1.5-1, K*LJr a Cc Exist W12x19 along GL 3 - 1/7109 25.00 ft 0.00 ft 0.00 ft 0.00 ft #2 0.125 8.070 #2 #3 #4 #5 #6 2.600 2.600 17.280 «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only Cad Center t6 Center 0 Cants e Cants Max. M + 36.54 k -ft 32.64 36.54 Max. M - Max. M @ Left Max. M @ Right Shear @ Left 5.50 k 4.50 5.50 Shear @ Right 5.55 k 4.57 5.55 -1.129 in -0.998 -1.129 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 ft 0.000 0.000 4.50 4.57 Depth 12.160 in Weight Width 4.005in 1 -xx Web Thick 0.235 in I-yy Flange Thickness 0.350 in S -xx Area 5.57 1n2 S -yy Pinned- Pinned LL & ST Act Together #3 0.125 17.280 25.000 5.50 5.55 #4 Title : Dsgnr: Description : Scope: 5.50 5.55 18.92 #/ft 130.00 in4 3.76 in4 21.382 in3 1.878 in3 #5 Date: Fy Load Duration Factor Elastic Modulus #6 Beam OK Static Load Case Govems Stress Max. Deflection Length /DL Defl Length/ (DL +LL Defl) 36.00ksi 1.00 29,000.0 ksi #7 #7 k -ft k -ft k -ft k -ft k k -1.129 0.000 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 in 0.000 0.000 0.000 in r- roc r Rt k k Job # k/ft k/ft It/ft ft ft k k k It -1.129 in 300.5: 1 265.8: 1 Section Properties W12X19 4.831 in 0.822 in 1.000 in Revs 510002 User KW-0603140. Viz 5.1.2. 134un-1999. Wn32 (c) 198349 EkERCALC Steel Beam Design Page 2 pAstructurah200828016 - kc meth fo Description 4 1. Rmax = 5.496k Vmax lett n 5.4968 Exist W12x19 along GL 3 - 1/7/09 [Sketch & Diagram 258 /Amax = 35.55-11 13max -1.1291n "A% 1i; it 4U1 9 Rnuor 5.5.53k Title : Dsgnr Description: Scope : :1111111'11 I 1 1111'11'1 I, 90 :1.02 i Loral y DelleCtion (m) i —4— --i-----, 1 ■ : 1 ',- : I Date: Localion Along Member 00 Job # --- , -- 2 i - 1 .442 .31 - i - I Shear Load 00 Location Along Mamba 01) iTii2 T_ --. 7.43 . 1,, ... T : - — .r1 0 1 1 1 1h6 5. ---. -. 17-W-2°.°9 •. '-; 1 , ,. !L. i, i 1---. iiiii---7----'"-- . Iii.,1 „, Tig . HI li ' ',,;1..' 1 T ' U.:111 - 05' . U rIll I . M2 111 111111 t 77 lo.a 1462 , a4,;-1 '.':' kii .-.--3- 7 ./ lir tli .111i wm 1N -. t,4 1827 i Itti"2.11F - . [ 1. ill' 211, .-f-Rit.0! ' f ' Vmax @ rt ll = 5.553k --, ttii . !Id:10,h !rtii.',tiritizs-2'illItil •a ' l:"; _ i 1.1 6. Sen614911.1oment 0-00 Locabon Along Member ' 1 1 11 11 1: 11[11 11 11 -=---- ' . , i1119 g —4 00 Rev. 510002 User. ION-0803140. Vv 5.1.2, I1.h..1599, VNn32 N1583-99 EHERCALC Steel Beam Design Page 1 p:lstructuran2008128016 - kc meth on-call to Description General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : C8X18.75 Center Span Left Cant Right Cant Lu : Unbraced Length Distributed Loads #1 DL 0.454 LL ST Start Location End Location 9.210 Summary Using: CBX18.75 section, Span = End Fixity = Pinned - Pinned, Lu = Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv / Fv Max. M + Max. M - Max. M © Left Max. M © Right Shear © Left Shear © Right Center Deft. Left Cant Defl Right Cant Defl Depth Width Web Thick Flange Thickness Area Design BM Supporting Curb - 1/7/09 -0.060 in 0.000 in 0.000 in ...Query Defl @ 0.000 ft Reaction © Left 2.18 Reaction @ Rt 2.18 Fa calc'd per 1.5-2, Mr > Cc 9.21 ft 0.00 ft 0.00 ft 9.21 ft #2 8.000 in 2.527in 0.487 in 0.390 in 5.51 in2 2.177 k 0.559 ksi 0.039 :1 -0.060 0.000 0.000 0.000 2.18 2.18 Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together #3 Weight I -xx I - yy S-xx S -yy 0.000 0.000 0.000 0.000 #4 9.21 ft, Fy = 36.0ksi 9.21 ft, LDF = 1.000 Actual Allowable 5.012 k -ft 12.261 k -ft 5.468 ksi 13.376 ksi 0.409 : 1 56.102 k Title : Dsgnr: Description : Scope : 14.400 ksi Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only 0 Center 0 Center 0 Cants 0 Cants 5.01 k -ft 5.01 k -ft k -ft k-ft k -ft 2.18 k 2.18 k 2.18 k 2.18 k -0.060 0.000 0.000 0.000 2.18 2.18 18.72 #/ft 44.00 in4 1.98 in4 11.000 in3 1.009 in3 #5 Fy Load Duration Factor Elastic Modulus Max. Deflection Length/DL Defl Length! (DL +LL Defl) 0.000 0.000 0.000 0.000 r -tor r -yy #6 Date: 36.00ksi 1.00 29,000.0 ksi #7 Beam OK Static Load Case Governs Stress 0.000 in 0.000 in 0.000 in 0.000 in k k Job # k/ft k/ft k/ft ft ft -0.060 in 1,842.8: 1 1,842.8 : 1 [Section Properties C8X18.75 2.826 in 0.599 in • • • • • • • • • • ■ • • • • • • ■ ■ Title : Dsgnr. Description : Scope : Rev: 510002 User: )CW0803140, Ver S.1.2. 13Jun1999 Win32 ( 1903-99 EttERCALC Steel Beam Design Page 2 p:lstructura112008128016 - kc meth on -call fo Description Design BM Supporting Curb - 1/7/09 Sketch & Diagram ` II II . 01 /'`}'/811 Iflff /; t1 I1 +;;1If �llf IC;If1111f itf 0 Rma= = 2.1773 Vmax r$ let = 21773 9.218 Mmax = S.OR-11 Umax = -0.060in 1 11 . ' 11111',1 1 1I 1 1 I VI h'? II 1 11111';.,. ' 1 1.1111:11 111 ,I11 f'.1:1 III 1 11,'IL 11!fIL Is1 111111111' 1111' "x fTO i.ao ��i1 ? I I I� 11 1 111 x111111 .$ a.r� 1 pp� Imo, , 1 „ I, €kd�.. 1 rF'Eay i9 s F ! 11 p 1 11 Irh111 F : l ; l l ill f kt. eeg i��?I1111�3III; Dula l 11=l ,1 4 :11 il_ lyll 9. 1- ;1-73 Shear Load (k) STot b 1 Bi ill i ll — 1 3.5 t i 01 t Rmax = 11773 Vrn0x 44 2.1773 2.51 Ben 10.01 1002 -0.94 10 L05 Lone) Y Defection (n) Date: Job # -- 66 - 317 645 -11/ 13.29 921 1 l C'' Ldratim Along MemOer (ftj -- 9.21 1 CIVILTECH / 0 PROJECT (sc I-tV.4G P_e_p)Ctc1L40 n C - ems` E LY; (2- x2-7 • s 1'JCi.✓� _ 4 r •t. Trio zc /2 . s .... • • • • • • • • • r � • • • • • SUBJECT )! (2.5') 4. _6 ' 2,C Z5.21 2I y. D 1) 0. b ' ' Car 1 -- 012.X 2-7 A - -;iu4t L A I•oI (r z) 7L t z- I` vzru ( z3) C 19 1) g-, DT ks, Pe DTI. /s3v t.- ' (2x 27 _ iz co - IAA coL (6)- Ye, Golfs 1g > C c , C J2 -,.I PROJECT NO 7 RV A4 � SHEET N0 COMPUTED BY Y?- L. DATE { O /zra / = 28 CHECKED BY DATE G. i:414 - 7 10 4 1 - S - k 26.s. ) - 1 LA) (L ;jG ( - Rev: 510002 User. KW4003t40. Ver S.12, 11Jun•1998 WW2 (U 198349 ENERCALC Steel Beam Design Page 1 p:lsfiucturan2008128016 - kc meth on -call fo Description General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W12X26 Center Span Left CanL Right Cant Lu : Unbraced Length DL LL ST Start Location End Location Summary Using: W12X26 section, Span = 20.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Moment 52.249 k -ft tb : Bending Stress 18.779 ksi fb /Fb 0.790:1 Shear fv : Shear Stres: fv1Fv Max M + Max. M - Max. M @ Left Max M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt Fa calc'd per 1.5- Depth Width Web Thick Flange Thickness Area Exist W12x27 - 1/7/09 #1 1.019 20.000 -0.636 in 0.000 in 0.000 in 0.000 ft 10.45 10.45 1.K`Ur <Cc 20.00 ft 0.00 ft 0.00 ft 0.00 ft #2 12.220 in 6.490 in 0.230 in 0.380 in 7.65 in2 10.450 k 3.718 ksi 0.258 : 1 -0.636 0.000 0.000 0.000 10.45 10.45 Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #3 Weight I -xx I -yy S-xx S-yy Allowable 66.108 k -ft 23.760 ksi 40.473 k 14.400 ksi 0.000 0.000 0.000 0.000 #4 Title : Dsgnr: Description : Scope: -0.636 0.000 0.000 0.000 0.000 10.45 10A5 25.98 #/ft 204.00 in4 17.30 in4 33.388 in3 5.331 in3 #5 0.000 0.000 0.000 r -xx r -yy Rt #6 Date: Fy Load Duration Factor Elastic Modulus Distributed Loads Max Deflection Length/DL Defl Length/(DL +LL Defl) Job # 36.O0ksi 1.00 29,000.0 ksi #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only @ Center Center Co) Cants (rD Cants 52 -25 k -ft 52.25 k -ft k -ft k -ft k -ft 10.45 k 10.45 k 10.45 k 10.45 k 0.000 in 0.000 in 0.000 in 0.000 in k k -0.636 in 377.4 : 1 377.4 : 1 Section Properties W12X26 5.164 in 1.504 in 1.720 in • • • • ■ • • • ■ • • • ■ • • ■ • Rev. 510002 User. KW.600110. Vet 5.1.2,13.1=1-1999. NAa32 L (e) 1983-99 ENERCJLLC Steel Beam Design Page 2 p: structural\2008\28016 - kc meth on-call to. Description Exist W12x27 - 1/7/09 [Sketch & Diagram 1 •11'; * flir1+t;i 1 . 9 le 0 ' 20A 1 Rmax 10.4501 Vrnax (§ 1e6 - 10.4500 'Amax .52340 Dm= = -0638m Tide : Dsgnr. Description : Scope: Date: Job # .00 PROJECT L.-5- / COMPUTED BY SUBJECT CHECKED BY CIVILTECH Q Ck e c %_ Cx _ 5 2-t.) ��` 2. 22.5- c 12 ' ; Z , 1( L1 (2.)(S ?s 6. (6 c -�� = 6 -- Zb?j - ,n ). ( 2 )// 2 . ' 6 1 2- PROJECT NO z- -0 ( SHEET NO ) /25 Y v, 3 Z kff tir .(6/Z • (z2.s = 24 7 I -E- b. DATE v1 -z _04 e DATE o q k,i Szf f �✓t = (c :35 1- i) [(fZ) ( 31 2' ) -(a) ( 75) (_ 2 9 .7 3 ) . J ' ` 1-71 1 in 4 - Cz s (4711) cam 7 -• X03 I 3 n ✓r F / k- A °147,t' 6 30) (_30.3) /1 Z' 7 56 CIVILT • PROJECT • • j4+ 15'4 • e� t • • • • ■ I} 34! • 1 ; r f • � .. ■ • • A4it5 t J • P 1-I VA C. :/2 SUBJECT �`Yt5''1. r.+/1 G t/CCc ` : P YC' , ; .r t L %r CC c , Y A -410 lo ay? ce-tiwtd 1;2 / ( 2 -2 e ".r ✓ -. y� j7 a. _?tea C.: T - PROJECT NO 2 p — 67 4EETNO COMPUTED BY s DATE 1 r� Jl I CHECKED BY _ (i2-) it' �) _ � 3 � - (?-) (S.£ 75 r ` � [ 3'2-.3 33.5 • 1 -( _ (3 C571-9 1, 8 2y ( q 13 _ l . ; 2 31-2 Jr; /44 ' r t DATE /n . 79 „_„,_. �i C -� 7 /✓ l Col) (3s., [a)c 73 ") r 33.6. s_ 16t01)c2_ ) 35 ! _. 3 44 t _ ,,," pi • CIVILTECH PROJECT G5 H V4C 1Q•-Pfi SUBJECT / aw (3 0) 431-83 /! " = 9 4+ Iq '' Ert �✓ C..�.� ( L e 19 Yliy b -- ?> - 19.' C keck 2- 2 (; 3.) (i z) (354 - ( C s. 75) C 3.g .) 6, 215 - r (6 2/5)C 2 -- 751 o Add (2) - A" ve -" (Ah . rrc-1 T-St3 ��..... ao`_1 r J k - (_ � ) ( COL is LI) x 2_ 7, .yx= 2.3 - P::= .r t f A 3 2 -S" . 3 / PROJECT NO 2S1- 0 (SHEET NO COMPUTED BY DATE / I � CHECKED BY DATE �.�C.�..' C. 861 g76 lirL i4/'S2-6 p IC 4'- /c , k e. emu' =rot > se,7 • • • • • • • • • • CIVILTECH C l C. 1--1 R / R-Pp ia. <`n)Ytf.t PROJECT SUBJECT kty (23)02) 53 (r5 /L) 1 (.1 tlst 1/ Pa = (to 4 ksi') (7,6t _ eve > 6 5 k " pt� PROJECT NO 0/6 ` 0 / SHEET NO COMPUTED BY CHECKED BY DATE DATE i Rwr. 510002 Use. i(w- 0003140, Vet 5.12, 13-Jun-1099, Win12 (41083.0 ENERCALC Single Span Beam Analysis Page 1 :Lstnktura112008128016 - kc meth on -Call fo Description General Information Center Span Left Cantilever Right Cantilever 80.00 ft ft ft Uniform Loads On Center Span... # 1 1.350 k/ft Trapezoidal Loads Magnitude @ Left Magnitude @ Right Dist To Left Side Dist To Right Side Query Values Center Location Moment Shear Deflection Summary Check Exist TSB -1 - 1/7/09 0.320 k/ft 0.320 k/ft 20.000 ft 45.000 ft 19.200 ft 875.16 k -ft 32.99 k - ###.##### in Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... #1 Left Cant Title : Dsgnr- Description : Scope : k/ft k/n ft ft Moments... Shears... Max+ @ Center 1,206.81 k - ft at 38.96 ft @ Left Max - @ Center 0.00 k -ft at 0.00 ft @ Right Maximum @ Left Cant 0.00 k -ft @ Right Cant 0.00 k -ft Deflections... @ Center Maximum = 1,206.81 k @ Left Cant. @ Right Cant 1.000 in4 1 ksi Pin -Pin 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 58.75 k 57.25 k 58.75 k k/ft k/ft ft ft Date: On Right Cantilever... k/ft #1 Right Cant Reactions--- @ Left @ Right - ####### in at 39.76 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft Job # k/ft k/ft k/ft ft ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 58.75 k 57.25 k Rev: 51o062 own aw.oko 140, Va 5.12,13- Jar«1999. 18142 (Q 186380 El0RCALC Single Span Beam Analysis Page 2 p : \sbuctura112008\28016 - kc mach on-pp fo Description Check Exist TSB -1 - 1/7/09 'Sketch & Diagram 1 1 +11:1I 1 1 o.32NM1 1.4o1,11 11.35w11 56.75 Vmax et left = 58.75 Ymax a 1206.85-1 at 39.960 Dome e -SiteleretrifeRn at 39.760 from 5!0 Title : Dsgnr: Description: Scope : _1 44.35 ( - -" — 1 45.60 1 --• 1 I i ' } I S5ea:Load 09 Lecelkn Alarm MAembef (I P06.81 taad , 66.66 ' ¢4 - -- d3 ,sego ea.m - 772.03 — "60.00 1A66.13 • 965.45 $44.77 124.4. — Otl r -- 603.41 18472 57.25 !a2.°4 Vmex M a 5725 441 Ben 800 11 1800 Ageless t IMMUNISE +Ja I.aui y Deflection Date_ Location Aket keember mi Job# —4 802,0 Tapered Beam b= inch tw= -:: inch h tf= inch NEE: At from Ieft end At h= I= 5= Mallow = 612 kip-ft From Enerca lc, Uf4from Ieft end M= . • fft inch 2671 inA4 223 inA3 kio ft Fb= ". • 3 ksi Mallow ( 612 kip-ft ) oT • • At h= . rinch I= 5510 in^4 S= 329 in^3 aet:SettiOnE'n Mallow = From Enercalc, At M= f.f..t7 left end 822 kip-ft ta from left end Tz kip-ft , P Fb= a little > Mallow ( 822 kip-ft ) At h = I= S= Mallow = From Enercalc, At M= from left end - inch 6101 inA4 348 inA3 : . . t'.'Mlaatt6:ecPbar 869 kip-ft from left end ki p-ft Fb= 54( a little > Mallow ( 869 kip-ft ) farien At ntz h= S= From Enercalc, M= from left end inch 6215 inA4 351 inA3 - r Fb= Mallow = 878 kip-ft At from left end ksi kip-ft < Mallow ( 878 kip-ft ) At h= l= S = From Enercalc, from left end • 4.€ inch 2671 inA4 223 inA3 K 0-41,01ok: Mallow = 556 kip-ft At -FIT from left end • M kip-ft Fb= Mallow ( 556 kip-ft ) At From Enercalc, At from left end h= I= S= irt.T..-4 inch 4524 inA4 296 in"3 nuordttaabeettotm Fb= ksi Mallow = 739 kip-ft S .■'":" from left end M= kip-ft Mallow ( 739 kip-ft ) At Mallow = From Enercalc, At h= n:ff,F-11E4.34#. inch I= 5503 inA4 S= 329 inA3 . • • Fb= ksi =from left end 822 kip-ft from left end kip- Mallow ( 822 kip-ft ) At h= I= S= Mallow = From Enercalc, At - --Fsi=77- from left end ' 15111 M= from left end ITET.:;t inch 6033 inA4 346 inA3 864 kip-ft kip Fb= t3I ksi Mallow ( 864 kip-ft ) 0fC4iPriyik1 • • • At from Ieft end h= 1- inch I= 6331 inA4 S= 355 inA3 Ntineompatri.Sechortit Mallow = 887 kip-ft From Enercalc, At from Ieft end M= Fb= Mallow ( 887 kip-ft ) Description Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 33.900 in Width #4 Rectangular Height 33.900 in Width #5 Rectangular Height 33.900 in Width Summary Total Area X cg Dist_ Y cg Dist. Sketch & Diagram TSB -1 Add Vertical Plate - at 19.2' - 1/7/09 60.375 in2 0.00 in 17.70 in - X +Y - Y Title : Dsgnr. Description : Scope: Rev. 510302 User. KW- 0503140. Ver 5.12. 13Jun-1999, Wn32 (q 198399 ERERCALC Built -Up Section Properties Page 1 p: structuralt2008128016 - kc meth on -call fo General Information hoc 9.463.35 in4 lyy 1.064.25 in4 Edge Distances from CG... +X 6.000 in -6.000 in 17.704 in - 17.701 in 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in r )0c ryy S left S right S top S bottom Date: Job # Ycg 35.030 in 0.375 in 17.700 in 17.700 in 17.700 in 12.520 in 4.198 in 177.375 in3 177.375 in3 534.524 in3 534.630 in3 Description Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width in Rectangular Height 35.640 in Width #4 Rectangular Height 35.640 in Width #5 Rectangular Height 35.640 in Width Summary Total Area X cg Dist Y cg Dist. TSB -1 Add Vertical Plate - at 21.9' - 1/7/09 62.550 in2 0.00 in 18.57 in - X +Y -Y Title : Dsgnr. Description : Scope: Rev: 510002 User. KW.000 140. Ver 5.12.15Jun- 1899.0111132 (y 1933-09 EOIERCALC Built -Up Section Properties Page 1 p:lstnrctura112008128016 - kc meth on -call lo General information hoc 10,677.18 in4 Iyy 1,107.79 in4 Edge Distances from CO... +X 6.000 in -6.000 in 18.574 in - 18.571 in 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in AX ryy S left S right S top S bottom Date: Job # Y cg 36.770 in 0.375 in 18.570 in 18.570 in 18.570 in 13.065 in 4.208 in 184.631 in3 184.631 in3 574.837 in3 574.947 in3 Description Type_. #1 Rectangular Height . 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 37.380 in Width #4 Rectangular Height 37.380 in Width #5 Rectangular Height 37.380 in Width Summary Total Area X cg Dist. Y cg Dist. TSB -1 Add Vertical Plate - at 24.8' - 1/7/09 Cuter of Gravity 64.725 in2 0.00 in 19.44 in +X -X +Y -Y Title : Dsgnr: Description : Scope : Roo 510002 User. KW- 0603140. Ver 5.12. 13.,4m.11199, Wfe32 (c) 1983-99 ENERCAI C Built-Up Section Properties Page 1 p:lstructura112008128016 - kc meth on-call fo General Information 12.000 in 12.000 in 0.250 in 0.500 in 0.500 In boc 11,985.69 in4 lyy 1,151.33 1n4 Edge Distances from CG... 6.000 in -6.000 in 19.444 in - 19.441 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in r )0( r yy S left S right S top S bottom Date: Sketch & Diagram Job # Ycg 38.510 in 0.375 in 19.440 in 19.440 in 19.440 in 13.608 in 4.218 in 191.888 in3 191.888 in3 616.412 in3 616.526 in3 Rev: 510002 User KWa002140. Ver 5.12.134w -1909. VJIn32 (q 1983.99 E9EERCALC Built -Up Section Properties Page 1 p:lstructura1\2OO8\28016 - kc mech on-can to Description [General Information TYPe• -. #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 39.480 in Width #4 Rectangular Height 39.480 in Width #5 Rectangular Height 39.480 in Width Summary Total Area X cg Dist_ Y cg Dist. TSB - 1 Add Vertical Plate - at 28.3' - 1/7/09 67.350 in2 0.00 in 20.49 in Title : Dsgnr. Description : Scope: 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in Iron 13,693.91 in4 Iyy 1,203.87 in4 Edge Distances from CG... 6.000 in -6.000 in 20.490 in - 20.490 in +X -X +Y -Y Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in r roc ryy S teft S right S top S bottom Date: Job # Ycg 40.605 in 0.375 in 20.490 in 20.490 in 20.490 in 14.259 in 4.228 in 200.646 in3 200.646 in3 668.322 in3 668.322 in3 Sketch & Diagram Add (2) - 1/2" Vertical Plate CIVILTECH r r PROJECT S C N VA c R- p 1ct lute SUBJECT (/5 `�' Fd PROJECT NO 2--P" 2 . 3 1 6 AHEET COMPUTED BY Yz" U CHECKED BY DATE DATE / / 'S-- LIVILTECH PROJECT C_ C od/A44,01-4.5 tiovtedi 7313 13 SUBJECT from Sr-seAd 5t-Lit m L 1-3 7-5/6 V A = 231 ,iL f3.31+ (3. (6,6,2,$) + 20.31 • 5‘31 / 7 ; PROJECT NO . 6 - CISHEET NO DATE V/Vd COMPUTED BY CHECKED BY DATE Description Type -- #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 34.500 in Width #4 Rectangular Height 21.250 in Width #5 Rectangular Height 21.250 in Width #6 Rectangular Height 1.000 in Width #7 Rectangular Height 1.000 in Width Summary Total Area X cg Dist Y cg Dist. 63.875 in2 0.00 in 16.92 in +X - X +Y - Y Title : Dsgnr: Description : Scope: Rev. 510002 User. K .0603140. Vey 5.1.2, 13.Jun -1099, Wio12 (c) 198349 ENERCALC Built -Up Section Properties Page 1 -%structura1\2008128016 - kc meth on - call fo TSB-1 Add Vertical Plate and Horz Plate - at 20'- 1/7/09 General information X cg 12.000 in 0.000 in 12.000 in 0.000 in 0.250 in 0.000 in 0.500 in -5.000 in 0.500 in 5.000 in 8.000 in 4.125 in 8.000 in -4.125 in box 8,431.45 in4 r 30( IYy 1 ,105.32 in4 r yy Edge Distances from CG... 8.125 in -8.125 in 19.077 in - 16.923 in S left S right S top S bottom Date: Job # Y cg 35.625 in 0.375 in 18.000 in 11.375 in 11.375 in 22.500 in 22.500 in 11.489 in 4.160 in 136.040 in3 136.040 in3 441.974 in3 498.219 in3 Sketch & Diagram Rev. 510002 User. KW- 0003140. Ver 5.12. I3-. o-1999. NM32 (e) 109.3 -99 ERERGLC Built -Up Section Properties Page 1 p:lstructurah2008128016 - kc mech on-call fo Description General Information Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 37.500 in Width #4 Rectangular Height 24.250 in Width #5 Rectangular Height 24.250 in Width #6 Rectangular Height 1.000 in Width #7 Rectangular Height 1.000 in Width Summary Total Area X cg Dist. Y cg Dist. Title : Dsgnr: Description : TSB -1 Add Vertical Plate and Herz Plate - at 25'- 1/7/09 67.625 in2 0.00 in 18.54 in Xcg 12.000 in 0.000 in 12.000 in 0.000 in 0.250 in 0.000 in 0.500 in -5.000 in 0.500 in 5.000 in 8.000 in 4.125 in 8.000 in -4.125 in bar 10,451.50 in4 r roc Iyy 1,180.39 in4 r yy Edge Distances from CG... +X 8.125 in -X -8.125 in +Y 20.456 in -Y - 18.544 in S left S right S top S bottom Date: Job # Ycg 38.625 in 0.375 in 19.500 in 12.875 in 12.875 in 25.500 in 25.500 in 12.432 in 4.178 in 145.278 in3 145.278 in3 510.923 in3 563.608 in3 Row 510002 User. KW.0903140. Vu 5.12. 13J.-1907. Wm72 _ (q 1 003.99 ENERCALC Built -Up Section Properties Page 1 p:lstnlctura112008128016 - kc mech on-call to Description TSB -1 Add Vertical Plate and Holz Plate - at 30'- 1/7/09 General Information 1 Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 40.500 in Width #4 Rectangular Height 27.250 in Width #5 Rectangular Height 27.250 in Width #6 Rectangular Height 1.000 in Width #7 Rectangular Height 1.000 in Width Summary Total Area X cg Dist. Y cg Dist. Sketch & Diagram Datum 71.375 in2 0.00 in 20.15 in +X - X +Y - Y Title : Dsgnr. Description : Scope : X cg 12.000 in 0.000 in 12.000 in 0.000 in 0.250 in 0.000 in 0.500 in -5.000 in 0.500 in 5.000 in 8.000 in 4.125 in 8.000 in -4.125 in ha 12,774.09 in4 r xx lyy 1,255.45 in4 r yy Edge Distances from CG... 8.125 in Sleft -8.125 in S right 21.848 in S top - 20.152 in S bottom Date: Job # Ycg 41.625 in 0.375 in 21.000 in 14.375 in 14.375 in 28.500 in 28.500 in 13.378 in 4.194 in 154.517 in3 154.517 in3 584.678 in3 633.889 in3 510002 Ueef. KW.O6 3110. Vef 5.12. 13J11M1999, W 32 (U 198349 ENERCALC Built -Up Section Properties Page 1 p:lstnrctura112008128016 - kc meth on -call fo TSB -1 Add Vertical Plate and Horz Plate - at 35'- 1/7/09 Description General Information Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 43.500 in Width #4 Rectangular Height 30.250 in Width #5 Rectangular Height 30.250 in Width #6 Rectangular Height 1.000 in Width #7 Rectangular Height 1.000 in Width Summary Total Area X cg Dist. Y cg Dist. 75.125 in2 0.00 in 21.75 in Title : Dsgnr: Description : Scope: boc 15,416.37 in4 lYY 1,330.52 in4 Edge Distances from CG... +X 8.125 in -x +Y - Y -8.125 In 23.251 in - 21.749 in Xcg 12.000 in 0.000 in 12.000 in 0.000 in 0.250 in 0.000 in 0.500 in -5.000 in 0.500 in 5.000 in 8.000 in 4.125 in 8.000 in -4.125 in r roc r yy S left S right S top S bottom Date: Job # Ycg 44.625 in 0.375 in 22.500 in 15.875 in 15.875 in 31.500 in 31.500 in 14.325 in 4.208 in 163.756 in3 163.756 in3 663.046 in3 708.826 in3 Sketch & Diagram Description Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 46.500 in Width #4 Rectangular Height 33.250 in Width #5 Rectangular Height 33.250 in Width #6 Rectangular Height 1.000 in Width #7 Rectangular Height 1.000 in Width S ummary Total Area X cg Dist. Y cg Dist 78.875 in2 0.00 in 23.34 in Title : Dsgnr: Description : Scope : I Rev. 510002 Wei: KW- 0603140, Ver 5.1.2, 13.Mm1900, W1n32 L (c) 195399 ENERCALc Built -Up Section Properties Page 1 p:\structurall2008128016 - kc meth on fo TSB -1 Add Vertical Plate and Horz Plate - at 40'- 1/7/09 [General Information 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in 8.000 in 8.000 in hoc . 18,395.43 in4 Iyy 1,405.59 in4 Edge Distances from CG... 8.125 in -8.125 in 24.663 in - 23.337 in +X -X +Y -Y r 1a ryy S left S right S top S bottom Date: X cg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in 4.125 in -4.125 in Sketch & Diagram Job # Y cg 47.625 in 0.375 in 24.000 in 17.375 in 17.375 in 34.500 in 34.500 in 15.272 in 4.221 in 172:995 in3 172.995 in3 745.876 in3 788.246 in3 Rev 510002 1ber. ,cw. 503140, Ver 5.12. 13 - m -1999. W 32 - (c ) 1953-09 ENERCALC Built -Up Section Properties Page 1 p:.structura112008128016 - kc mech on-call fo Description TSB-1 Add Vertical Plate and Horz Plate - at 40'- 1/7/09 [General Information Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 46.500 in Width #4 Rectangular Height 33.250 in Width #5 Rectangular Height 33.250 in Width #6 Rectangular Height 1.000 in Width #7 Rectangular Height 1.000 in Width Summary il Total Area 78.875 in2 X cg Dist. 0.00 in Y cg Dist. 23.34 in Title : Dsgnr: Description : Scope : Xcg 12.000 in 0.000 in 12.000 in 0.000 in 0250 in 0.000 in 0.500 in -5.000 in 0.500 in 5.000 in 8.000 in 4.125 in 8.000 in -4.125 in txx 18,395.43 in4 r xx lyy 1,405.59 in4 r yy Edge Distances from CG... +X -X -Y 8.125 in -8.125 in 24.663 in - 23.337 in S left S right S top S bottom Date: Job # Y cg 47.625 in 0.375 in 24.000 in 17.375 in 17.375 in 34.500 in 34.500 in 15.272 in 4.221 in 172.995 in3 172.995 in3 745.876 in3 788.246 in3 Sketch & Diagram At Inteference Notch (Z)-1/2" Vertical Plate, Add (2) 1" Horizonta( Plate gitii from left end At Welding Line A= (see hand [alc) d= CG. from bot = VO/|= h= �� I= Stop= in^� sbot= in^3 spltop= 1387 in^3 splbot= 521in^3 from left end At Welding Line A= r 3" inA2 (see hand Calc) d= _ inA2 C.G. from bot = - =NM;} in Q= 335.4735 inA3 VQ/I= 0.770318 kip /inch A Welding Line A / m ®2 ltE Be hand C Ic d= -fig m ^Z EGlormbt= - 2 w Q 374.8244 ,A3 VQJR 0.440141 kip/inch h= = « q #2 me I= ƒ\ ƒin 4 Stop= 535A3 Ao = \ m ^3 spltop= 1443 m^ shot= 68jA3 h= 1= Stop= sbot= spltop= splbot= At Welding Line A= (see hand Calc) d= ' fi. in ^2 C.G. from bot = in Q= 414.4584 in ^3 VQ/1= 0.188195 kip /inch u=$ inch 51f in ^4 in ^3 in ^3 1504 in ^3 734 in ^3 fbtop = fbbot = fbpltop= fbplbot= At Welding Line A= r'1 $ 3 ; inA2 (see hand Calc) d= _ ° ° ° # = = in ^2 C.G. from bot = '` in Q= 454.3755 inA3 VQ/1= 0.037052 kip /inch h= Stop= sbot= spltop= splbot= At Welding Line A= nr =_ in ^2 (see hand Calc d = ..'y C.G. from bot = r= in Q= 414.4584 in ^3 VQ/I= 0.26885 kip /inch 44 1 inch • . in ^4 36 &.in ^3 109;. in "3 1504 inA3 734 in ^3 h = == inch I= . : ` 72 inA4 Stop = 5$ in ^3 sbot= = 4 in ^3 ytop= r xr r ;' 5F-inch spltop= 1443 in ^3 ybot =0=; flinch splbot= 658 in ^3 fbtop = fbbot = fbpltop= fbplbot= At Welding Line A= (see hand Calc) d= C.G. from bot = Q = VQ/I= =-#3 in ^2 in ^2 in 374.8244 in ^3 0.498827 kip /inch CIVILTECH attg PROJECT � � - H VA C_ +�. let C. CUI'L,.61 ^d SUBJECT 1 1 1 1 1 1 1 1 1 1 1 1 11 I1 11 deck GXrs- . - 75Gi f sp 41 _ . ( ) :C7v =- nv� L F r -rse -( at Pita C 3 ;' o C ) o: c e'j k of (. 0. -fcry aid = sue- 517 eeas - 4:27 - 7 4.21 ( „ ) hirty1 _to-eye a 0 02) xo7iJ k._e4.c ur i : c,� ie-f h- = 71}:27 „ PROJECT NO - 11-. ° l7 O' SHEET NO COMPUTED BY Y DATE / 0,/ ! I J Q CHECKED BY DATE !! ' f 3 1=b � C Ll % - ('� t9 DZ) l 2 ` ' o; 0-71_ ri52L S CIVILTECH • • 1 1 1 1 1 1 1 1 1 ■ • 1 1 1 1 1 1 PROJECT C - 1-1 VA- SUBJECT DT L EIC co L. 1-(T 1 %' Co L N (= 2q + Gh edc co L w )zxsr r = 7 -e c j i — e - c - L -J J 7_ K it-O c T56-1 C - 7 K . L ur3YJ -* _ 7/8"4 t +� M VS' 4 .■ T513 - 4 Leff '{S 4 Q,:50 [co05C4o ) - (2c 3 -f- Cao')(.+ 1 )] = ny p PROJECT NO 2 ? ZJ 7 4 - 0(SHEET NO COMPUTED BY `ra DATE CHECKED BY DATE 17 7 7 t,g3 Rae. 510002 User. KW-0603140, Vv 5.1 I3-J -1999. WW2 (h 193369 ENERCALC Single Span Beam Analysis Page 1 :lstnulura112008■28016 - kc mach on-ea!! to Description General Informatio Center Span Left Cantilever Right Cantilever Magnitude Location Center Location Moment Shear Deflection Summary Check Exist TSG -1 - 1/7/09 45.00 ft ft ft On Center Span... # 1 0.560 k/ft Point Loads 111.000 k 20.000 ft 20.700 ft 1,342.00 k -ft -48.30 k - ###.#!k### in Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... #1 k ft Left Cant Title : Dsgnr. Description : Scope: 1.000 in4 1 ksi Pin -Pin k/ft k ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in On Right Cantilever_. # 1 k/ft k ft Moments... Shears... Max + @ Center 1,372.37 k -ft at 20.02 ft @ Left 74.27 k Max - @ Center 0.00 k -ft at 0.00 ft © Right 61.93 k Maximum 74.27 k @ Left Cant 0.00 k -ft @ Right Cant 0.00 k -ft Deflections... @ Center - ####.#>X# in at 21.82 ft Maximum = 1,372.37 k -ft @ Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.000 in at 0.00 ft Date: Reactions... @ Left @ Right Job # k ft Right Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 74.27 k 61.93 k Rev- 510002 User- KW- 0603149 Vet: 5.1.Z 13-Jun -1999 00n32 (C ) 1063-99 ENERcA &C Single Span Beam Analysis Page 2 •Istructura42008128016 - kc meth on-call to Description Check Exist TSG - 1 - 1/7/09 [Sketch & Diagram o. it ii;;1;;lii ; l l l'l' (' 11111;11 046" 1 4 1 70.3k Vmax (p left .74.3k 11max • 1.372.43 -Rat 20.0211 Dmax • 41111.81111.1Revin 1121.620 tram lett 61.01 Vmax ©d• 61.90 Ben Title : Dsgnr: Description : Scope : 0.00 424.77 J7.16 .4955 Skint Load G3 1.372.37 T,1.a 0.00 — 370 — 1,235.14 1.097..00 - 960.68 1 ✓�29.l2'� -_ 686.19 548.95 411.71 ;74.07, 181965 32lni tokontemp P+M #n Date: Job # F aot ttoo si.so Local Y oenxua, CW Location Along Member (6) 85.00 .00 Tapered Beam At From Enercalc, At 1 b= ..4 tIff' 1 '. 1 1PER-13 1. inch tw= - 7 inch 4t2=zt from left end . 1:7if4i h= I= S= M= Mallow = 611 kip-ft • from Ieft end tf= -5 0 =4 T05 1 inch inch 2933 inA4 244 ini3 kip-ft Fb= trA ksi Mallow ( 611 kip-ft ) VINZAWA,-.1-41 At from Ieft end h= I= S= Mallow = 931 kip-ft From Enercalc, At tiLfrom Ieft end M= 22inch ........ 6366 inA4 372 inA3 1.7'j kip-ft Fb= ksi Mallow ( 931 kip-ft ) At From Enercalc, At h= S 7:11 54 32? inch I= 10674 inA4 S= 494 inA3 -- CI: ( tan4Pa atiSealPft a L... • V' Mallow = 1235 kip-ft M= - -N2 from Ieft end 41from Ieft end kip-ft Fb= Tksi Mallow ( 1235 kip-ft ) At 4,.:ISH from Ieft end sEgt47mEtrwigi-71 h= ■=irat:-:171,5-'"7:t. - nch .Eiti I -..--.4 1= 11900 in"4 S= 525 inA3 Fb= ksi Mallow= 1312 kip-ft From Enercalc, At from Ieft end M= . . kip-ft = Mallow ( 1312 kip-ft ) At 1.0 from Ieft end h= 46 inch 1= 12833 inA4 S= 547 inA3 PIMA Is lon et Mallow = 1368 kip-ft From Enercalc, At M= from left end Fb= ksi kip-ft < Mallow ( 1368 kip-ft ) • — : .ivErwrman.z.13: At :-.41.1gig from left end h= I= S= From Enercalc, At inch 13428 inA4 561 inA3 attSe lam?! Fb= kst Mallow = 1402 kip-ft ' from Ieft end ............ Mmax= AWE:4372 kip-ft < Mallow ( 1402 kip-ft ) At h= I= .. from left end 24 inch 2933 inA4 244 inA3 NOnConipatf Mallow = 611 kip-ft From Enercalc, At 3' from left end Fb= 0 ksi At ----4=- left end h= S= cc Mallow = From Enercalc, At M= . . Eitnti$4.A inch 6203 inA4 367 inA3 918 kip-ft - 10' 4 FA=from Ieft end ki p_ft Fb= fl' ksi Mallow ( 918 kip-ft } At M= At At from Ieft end h= I= S= From Enercalc, «ficiffiiii Mallow = 1101 kip-ft r M= inch 8652 inA4 440 inA3 from left end Fb= ksi '' kip-ft Mallow ( 1101 kip-ft ) h= 1= S= From Enercalc, -na= from Ieft end %. inch 10347 inA4 486 inA3 ' . kip-ft Mallow = 1214 kip-ft Mallow ( 611 kip-ft ) OK Fb= ksi At from Ieft end M= & kip-ft , Mallow ( 1214 kip-ft ) At At h= I= 5= From Enercalc, t from left end ... inch 11575 inA4 517 inA3 Q- Attf.OPT M= Mallow = 1292 kip-ft -Taisiiimai from Ieft end 89T kip-ft Fb= ksi Mallow ( 1292 kip-ft ) At From Enercalc, At h= I= S= M= from left end i nch .. i 12457 inA4 538 inA3 _JD _Arr..1paL0:911,r. Mallow = 1345 kip-ft ,41 from Ieft end Fb= • ksi 411 kiP-ft Mallow ( 1345 kip-ft ) !?:1 At f 2 7Lfrom Ieft end h= ':'•= inch I= 13066 inA4 S= 552 inA3 ftif**6)31 Mallow = 1381 kip-ft From Enercalc, Fb= ksi •_ At %.,::2.;2q:9:2:', from left end Mmax= kip-ft Mallow ( 1381 kip-ft ) Of CIVILTECH PROJECT T C 1 -4 vAC SUBJECT CHECKED BY DATE t I4 cr2- N t3 AA A1-1 U — N i2 tA —12:A L u .� &-YSE- (�/f Ref COMPUTED BY / C1 � C,�....Nn,1� +��t ��- DATE ! U 'Z- -( t a32 -. ) .1 (a 32 <- 5.3 ) ! . S 8 ) - t t f art w12. o • PROJECT NO - 1 b - 4' 2 / SHEET NO 4 . 5 6.) Z -- iv,n' X a put / n Tom• 3 co C-1; ?� C-1 ;Bn (U ") G 4 -- -' '7Li. -'bni, C-0 kin e ..%#1=7 1.4.". de, HP-LA-12A ['afec;tjt =tom,6 > s , ) K 0' 6 121 S , - 2 _.2.5ic 519992 Veer. KW- 0603140, Ve 5.12. 13-Am-1999. WIn32 (t) 1963 -99 e6=RCALC Steel Beam Design Page 1 :1sWcturafl2008128016 - kc meth on -call fo Description [General Information Calculations are designed to RISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W12X14 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads DL LL ST Start Location End Location Point Loads Dead Load Live Load Short Term Location Summary 1 Using: W12X14 section, Span = 20. End Fixity = Pinned - Pinned, Lu = 0 Moment tb : Bending Stress fb / Fb Shear fv : Shear Stress fv / Fv [Force & Stress Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Depth Width Web Thick . Flange Thickness Area Exist W12x14 along GL 3 - 117/09 #1 #2 0.155 0.125 20.000 5.860 #1 #2 2.500 2.500 5.860 15.070 Maximum 23.14 k -ft 4.63 k 4.81 k Center Deft. - 0.684 in Left Cant Deft 0.000 in Right Cant Deft 0.000 in ...Query Defl @ 0.000 ft Reaction @ Left -4.63 Reaction © Rt 1 4.81 Fa calc'd per 1.5 - 1, ' r Ur 11.910 in 3.970in 0.200 in 0.225 in 4.16 in2 Pinned - Pinned 20.00 ft 0.00 ft LL & ST Act Together 0.00 ft 0.00 ft 4.814 k 2.021 ksi 0.140 : 1 3.93 4.17 -0.626 0.000 0.000 0.000 3.93 4.17 #3 0.125 15.070 20.000 #3 OOft, Fy = 36.0ksi .00ft, LDF = 1.000 Actual Allowable 23.140 k -ft 29.459 k -ft 18.664 ksi 23.760 ksi 0.786 : 1 «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL+ST Only i l Center 0 Center @ Cants 0 Cants 21.28 23.14 -0.00 Weight l-xx l - yy S -xx S -yy 4.63 4.81 -0.684 0.000 0.000 0.000 34.301 k 14.400 ksi 4.63 4.81 #4 #4 Title : Dsgnr Description : Scope: -0.684 0.000 0.000 0.000 4.63 4.81 14.13 #/ft 88.60 in4 2.36 in4 14.878 in3 1.189 in3 #5 #5 Job # Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi r -xx r-yy Rt #6 #6 Date: #7 k/ft k/ft k/ft ft ft #7 k k k ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k -0.684 in 383.6 : 1 350.8 : 1 [Section Properties W12X14 4.615 in 0.753 in 0.950 in Description Rmax o 4.8355 Vmax let = 4.835k Exist W12x14 along GL 3 - 111/09 j ok 2011 Um . g. 23.1041 13max x. Main 04144 0.125515 Title: Dsgnr: Description : Scope : Rev: 510002 User KIN-0603140, Ver 5.1.2. 134in-1995. 1 (0) 1987-09 ENERCALC Steel Beam Design • Page 2 pAstructura112008128018 - kc rnech on-call fo Sketch & Diagram Roux = 4.8140 Vmax 00 , 1 = 4 8145 4 63 F I ■ 1 i 41: 11-; 1"1- Patir6= 9141 11111 ll - Mr2 i ; .1ii 111111: 9r, t ifp 'ill is ;r1oi-E -MI 'ti li 1.4 'I pi,' - + '4 l ! I11 of. t 044C«1iikil ...6., , ; :TIT --- -- I . ------ T ---- — ---- ,,,,,,,,, 0 m ir VW: MIN; 1, ilj: 1 I iirhi .2.87 ' :11 ' '. 1 .111;Thrl &tear Load (1.) 2 83 pa 4 , gill 1-67241— d' I pi 13 Be i N 1 Mg . ilintgaMMITL [ 4 :11111 1 "t1J1 11111 Igatailli Li" 040 " En11111 - - T om -- r (0.41 i0.48 * 1480 ypenechan (4) -L_ Date: 2.00 4.00 T 9. 10.00 12m 14.00 4 Location Mona Member (11) Job # &00 20.00 L— Loarlice Along 11lemter 04.00 76.00 1,0.00 20.00 4flil1` I t1 41 PaliM 00 CIVILTECH 1-1 JA L PeID/ rr �V� PROJECT U C SUBJECT CHECKED BY DATE Lilts Gk- E �/ r✓ o6 r;-e i r11J 1,2 ;_o6-1-4 -0 r Lv h z. v-" • h - y-8 PQ / 1 C.Dnn��tr om': 14c.t.:4+s."1 s t / ,- .: , .Cnc � [ � . • 7� to � �.+ 7::: f� t'1 La �j COMPUTED BY ye-L. DATE o. cF r 2 j C ZS 2v' • PROJECT NO a'g — - O ISHEETNO ) z3' = it2 /• 2 kf-1 i2 r S - U J 7 r6' 1 - Fb = �• s� Imo! T � lffs . T,i;- 3 ) come -I"' -{or" T513-! �. -� INRt{ t�:L L j . • r A L -v�Q - n� Gain EGE�x u�" C. d � III I!= CIVILTECH y -' -" � PROJECT NO -P -' SHEET NO I PROJECT CS VAS^ � 1n C Y1 •r c-1- COMPUTE[) BY Y2-1.___ DATE gee? 7 II SUBJECT CHECKED BY DATE II C eck c.c. L 751 -3 + (51)(201) = 5 ] k Co L (5 W(2X -7 ';t 2 - -5 I Ke, > S , 1 1 Description Center Span Left Cantilever Right Cantilever On Center Span... # 1 1.200 k/ft Magnitude @ Left Magnitude @ Right Dist. To Left Side Dist. To Right Side Query Values Center Location Moment Shear Deflection Summary Check Exist TSB -3 - 1/7/09 80.00 ft ft ft 0.340 k/ft 0.340 k/ft 20.000 ft 45.000 ft 14.500 ft 640.49 k -ft 35.73 k - ###.fl#### in Moment of Inertia Elastic Modulus Beam End Fixity Moments... Max + @ Center 1,094.87 k -ft at 38.80 ft Max - @ Center 0.00 k -ft at 0.00 ft @ Left Cant 0.00 k -ft © Right Cant 0.00 k -ft Maximum = 1,094.87 k -ft On Left Cantilever... 1 Left Cant Shears... @ Left @ Right Maximum Deflections... @ Center © Left Cant. © Right Cant Title : Dsgnr. Description : Scope: Date: Job IS Res. 510002 User. KW-0605140, Vr 5.1_2. 13-Jun-1999. Wu,32 (e) 190399ENERCALC Single Span Beam Analysis _lstructura112008 128016- kcmerh on-call fo General information 1.000 in4 1 ksi Pin -Pin Uniform Loads On Right Cantilever... k/ft it 1 k/ft Trapezoidal Loads Kitt ft ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in Right Cant Reactions... 53.05 k @ Left 51.45 k @ Right 53.05 k - ### #.#11# in at 39.76 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 53.05 k 51.45 k Rev. 510002 Met. KW- 0803140. Vat 5.1.2. 1344,.1999. Mon (0 1983 -09 ENERCALC Single Span Beam Analysis Page 2 •\structural\2008128016 - kc mech on -call to Description Check Exist TSB-3 - 1/7/09 Sketch & Diagram M 6 ;illiJ JJJ 0.�• 1 i1JJ;;J;;;JJJ;;;JJJI ;;JJJJI ;J; ;1;;1;;11 ;i;J 12km 53.06 Vmax (9 loft = 53.0k Lomax = 1.004.0k -fl 8138.808 Omar = 404ta9At##061 at 39.760 front letl Title : Dsgnr. Description : Scope : ,20.58 I 30.67 :41.16 Shear Load (k) 1.094.67 9.00 985.38 i t ` l t 5.89 7 - - i 788.41 - I 656.92 $ 431.95 51.5k 38.46 Vona ® 1= 51.56 Date: Job # 4ppiAVaia.�M ._ _____ -__ ..�.• Local De8caon (61) � o: Location Along Member (8) Tapered Beam inch inch h tf= - lunch At Mallow = From Enercalc, At M= LJ:from left end h= i tti nch I= 2295 inA4 S= 191 inA3 onmnp e .1 Fb= .rt..r.emt! ksi 446 kip-ft 7:iiFE from left end {4I kip-ft < Mallow ( 446 kip-ft•) At h= I= S= From Enercalc, At from left end IfialeCirtilaaasect4Ingrig Fb= 1ksl Mallow = 572 kip-ft •:from left end M= :J.:It:it • inch 3634 inA4 245 inA3 kip-ft Mallow ( 572 kip-ft ) At h = I= S= From Enercalc, ' from left end alThr inch 4452 inA4 274 inA3 onCompact§ech M= Mallow = 639 kip-ft At Iiit,:4TE left end kip-ft Fb= Mallow ( 639 kip-ft ) At From Enercalc, h= I= S= CillearifPaCte Mallow = 642 kip-ft At 1fifrom left end M= from left end inch 4488 in^4 275 inA3 1VE Fb= ksi 71$ kip-ft Mallow ( 642 kip-ft ) , • At Mallow = From Enercalc, At h= INOILIginch jr 2295 inA4 S= 191 inA3 15: from left end M= oilevafga 446 kip-ft from left end kip-ft Fb= te ksi. • Mallow ( 446 kip-ft ) At At h= I= S= From Enercalc, M= 1- 172.-M from left end ilitairgii inch 3683 in"4 247 in^3 iffiallEostipatt Mallow = 576 kip-ft jggfrom left end Skip-ft Fb= 1 ksi Mallow ( 576 kip-ft ) Rev. 510002 Use 10N-0503140. Ye 5.12 12 Jun -1999. 5 (q 198109 ENERCALC Built -Up Section Properties Page 1 _lstructural\2008128016 - kc meth on -cat fo Description TSB -3 Add Vertical Plate - at 14.5' - 1/7/09 General Information Type... #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 31.450 in Width #4 Rectangular Height 31.450 in Width #5 Rectangular Height 31.450 in Width Summary Total Area X cg Dist. Y cg Dist. 54.313 in2 0.00 in 16.35 in +X -X +Y -Y Title : Dsgnr. Description : Scope : 6.000 in -6.000 in 16.350 in - 16.350 in 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in Itor 7,098.85 in4 lyy 966.95 in4 Edge Distances from CG... X cg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in rror ryy S left S right S top S bottom Date: [Sketch & Diagram Job # Y cg 32.388 in 0.313 in 16.350 in 16.350 in 16.350 in 11.433 in 4.219 in 161.158 in3 161.158 in3 434.171 in3 434.190 in3 Scope: Description TSB -3 Add Vertical Plate - at 17.1' - 1/7/09 Title : Dsgnr: Description : Date: Job # Rev: 510002 User KW.0603140. Va 512. 13.hnt1990. W102 (b 1983.99 ENERCALC Built -Up Section Properties Page 1 p:lstructuraR200a126016 - kc mech on-call to General Information Type... #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 33.010 in Width #4 Rectangular Height 33.010 in Width #5 Rectangular Height 33.010 in Width Summary Total Area 56.263 in2 X cg Dist. 0.00 in Y cg Dist. 17.13 in Sketch & Diagram 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in boc 7,990.26 in4 lyy 1,005.98 in4 Edge Distances from CG... +X - X +y - Y 6.000 in -6.000 in 17.132 in - 17.130 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in r )0c ryy S left S right S top S bottom Y cg 33.950 in 0.313 in 17.130 in 17.130 in 17.130 in 11.917 in 4.228 in 167.663 in3 167.663 in3 466.391 in3 466.451 in3 Description TSB -3 Add Vertical Plate - at 18.8' - 1/7/09 Type... #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 34.030 in Width #4 Rectangular Height 34.030 in Width #5 Rectangular Height 34.030 in Width Summary Total Area Xcg Dist. Y cg Dist. 57.538 in2 0.00 in 17.64 in - X +Y - Y Title : Dsgnr: Description : Scope : Rev. mow User. KW-C86114O Va 5 -1 2. 13..AVN999_ YKn32 - (q 198399 ENERCALC Built -Up Section Properties Page 1 p:Lstructura112008128016 - kc meth on-call fo General Information 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in hoc 8,609.66 in4 Iyy 1,031.50 in4 Edge Distances from CG... +X 6.000 in -6.000 in 17.642 in - 17.640 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in r ror ryy S left S right S top S bottom Date: Sketch & Diagram Job # Ycg 34.970 in 0.313 in 17.640 in 17.640 in 17.640 in 12.233 in 4.234 in 171.917 in3 171.917 in3 488.017 in3 488.079 in3 Rev: 51=2 User ICM•0603140. Ver 5.1.2.13 km-4999. W102 (q 1993 -99 ENERCALC Built -Up Section Properties Page 1 p:lstructural12008t28016 - kc meth on -call to Description General Information Summary Total Area X cg Dist. Y cg Dist. TSB - Add Vertical Plate - at 20' - 1/7/09 Type... X cg Y cg #1 Rectangular Height 0.625 in Width 12.000 in 0.000 in 35.690 in #2 Rectangular Height 0.625 in Width 12.000 in 0.000 in 0.313 in #3 Rectangular Height 34.750 in Width 0.250 in 0.000 in 18.000 in #4 Rectangular . Height 34.750 in Width 0.500 in -5.000 in 18.000 in #5 Rectangular Height 34.750 in Width 0.500 in 5.000 in 18.000 in 58.438 in2 0.00 in 18.00 in Cerra n� G, Ity -- ..... bac 9,064.86 1n4 IYY 1,049.52 in4 Edge Distances from CG... 6.000 in -6.000 in 18.002 in - 18.000 in +X - +Y - Title : Dsgnr Description : Scope : r m( ryy S left S right S top S bottom Date: Job # 12.455 in 4.238 in 174.920 in3 174.920 in3 503.544 in3 503.606 in3 Sketch & Diagram 1 510002 User: 1084090314 Ver 5.1.2. 13.,5.n -999. Wh12 (e) 199389 ENERCA.0 Built -Up Section Properties Page 1 p:lstructuraD2008128016 - kc mach on-call fo Description Summary Total Area X cg Dist. Y cg Dist. TSB -3 Add Vertical Plate - at 21' - 1/7/09 General Information Type... #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 35.350 in Width #4 Rectangular Height 35.350 in Width #5 Rectangular Height 35.350 in Width 59.188 in2 0.00 in 18.30 in Ixx 9,455.75 in4 lyy 1.064.53 in4 Edge Distances from CG_. 6.000 in -6.000 in 18.302 in - 18.300 in +X - x +Y - Y Sketch & Diagram Title : Dsgnr: Description : Scope : 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in Xcg 0.000 in 0.000. in 0.000 in -5.000 in 5.000 in r XX ryy S left S right S top S bottom Date: Job # Ycg 36.290 in 0.313 in 18.300 in 18.300 in 18.300 in 12.640 in 4.241 in 177.422 in3 177.422 in3 516.648 in3 516.711 in3 Description Type... #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 35.830 in Width #4 Rectangular Height 35.830 in Width #5 Rectangular Height 35.830 in Width Summary Total Area 59.788 in2 X cg Dist. Y cg Dist Sketch & Diagram TSB-3 Add Vertical Plate - at 21.8' - 1/7/09 0.00 in 18.54 in - X +Y - Y Title : Dsgnr. Description : Scope : Rev. 618002 user. KW- 0803140. Ver 572, 13Ju,.1908. W13332 ON 1983-08 ENERCALC Built -Up Section Properties Page 1 p :lstructura112008128016 - kc mech on-call fo [General Information -6.000 in 18.542 in - 18.540 in 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in X cg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in Ixx 9,776.14 in4 r xx tyy 1,076.54 in4 r yy Edge Distances from CG... +X 6.000 in S left S right S top S bottom Date: Job # Ycg 36.770 in 0.313 in 18.540 in 18.540 in 18.540 in 12.787 in 4.243 in 179.424 in3 179.424 in3 527.239 in3 527.303 in3 Title : Dsgnr. Description : Scope : Date: Job # Rev 510002 User. KW- 0607110. Ver 5.1.2, 13JW -1000. W.n22 tW 100!.00 ENERRCALC Built -Up Section Properties Page 1 p:\structuratt2008\28016 - kc mech on to Description [General Information Type... #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 36.250 in Width #4 Rectangular Height 36.250 in Width #5 Rectangular Height 36.250 in Width Summary Total Area X cg Dist. Y cg Dist. TSB -3 Add Vertical Plate - at 22.5' - 117/09 Center of Gravity Datum 60.313 in2 0.00 in 18.75 in 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in boc 10,062.12 in4 IYY 1,087.05 in4 Edge Distances from CG... +X 6.000 in -X -6.000 in +Y 18.752 in -Y - 18.750 in [Sketch & Diagram Center Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in MIX r yy S left S right S top S bottom Crawly Ycg 37.190 in 0.313 in 18.750 in 18:750 in 18.750 in 12.916 in 4.245 in 181.175 in3 181.175 in3 536.585 in3 536.650 in3 Description TSB -3 Add Vertical Plate - at 23.2' - 1/7/09 Type_. #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 . Rectangular Height 36.670 in Width #4 Rectangular Height 36.670 in Width #5 Rectangular Height 36.670 in Width Summary Total Area X cg Dist. Y cg Dist. Sketch & Diagram Datum 60.838 in2 0.00 in 18.96 in +X - X +Y - Y Title : Dsgnr. Description : Scope : Rev. 510092 User. KW-6603140. Ver 5.1.2. 13.k .1999. (M' 32 (c) 199399 ENERCALC Built -Up Section Properties Page 1 p:lstructuran2008128016 - kc mach on-pa fo 6.000 in -6.000 in 18.962 in - 18.960 in 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in hoc 10,353.42 in4 r )oc lyy 1,097.56 in4 r yy Edge Distances from CG... S left S right S top S bottom Date: Job # Ycg 37.610 in 0.313 in 18.960 in 18.960 in 18.960 in 13.045 in 4.247 in 182.927 in3 182.927 in3 546.005 in3 546.070 in3 Rev. 510002 User: KW-0803140, Ver 5.1.2. 13-Jun-1999.11 (Q 1033-99 ENERCALC Built -Up Section Properties Page 1 p:lslructural\2008128016 - kc mech on-call to Description General information Type... #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 37.030 in Width #4 Rectangular Height 37.030 in Width #5 Rectangular Height 37.030 in Width Summary Total Area X cg Dist. Y cg Dist. TSB-3 Add Vertical Plate - at 23.8' - 1/7/09 Sketch & Diagram Datum 61.288 in2 0.00 in 19.14 in boc 10,607.37 in4 tyy 1,106.57 in4 Edge Distances from CG... 6.000 in -6.000 in 19.142 in - 19.140 in +X -X +y -Y Tide : Dsgnr. Description : Scope : 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in rXX r yy S left S right S top S bottom Date: Job # Y cg 37.970 in 0.313 in 19.140 in 19.140 in 19.140 in 13.156 in 4.249 in 184.428 in3 184.428 in3 554.137 in3 554.203 in3 Rev: 510002 User. KW-0803U0. Ver 5.12. 13J„T1529. WW2 (q 198399 ENERCALC Built -Up Section Properties Page 1 :Lstrudura112008128O16 - kc mech to Description Summary Total Area X cg Dist. Y cg Dist. TSB -3 Add Vertical Plate - at 24.6' - 1/7/09 General Information Type... #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 37.510 in Width #4 Rectangular Height 37.510 in Width #5 Rectangular Height 37.510 in Width 61.888 in2 0.00 in 19.38 in Title : Dsgnr. Description : Scope : 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in bot 10,952.16 in4 lyy 1,118.58 in4 Edge Distances from CG... +X 6.000 in - X +Y - Y -6.000 in 19.382 in - 19.380 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in r roc r yy S left S right S top S bottom Date: Job # Y cg 38.450 in 0.313 in 19.380 in 19.380 in 19.380 in 13.303 in 4.251 in 186.430 in3 186.430 in3 565.065 in3 565.131 in3 Sketch & Diagram Rear. 5iWSE Use RW4603140. Yer 5.1213Jm1959. WY02 (c) 1983.99 ENERCALC Built -Up Section Properties Page 1 :lstructura112008128016 kc meth on-can to Description Type._ #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 37.930 in Width #4 Rectangular Height 37.930 in Width #5 Rectangular Height 37.930 in Width Summary Total Area 62.413 in2 X cg Dist. Y cg Dist. TSB-3 Add Vertical Plate - at 25.3' - 1/7/09 0.00 in 19.59 in +X -X +Y -Y Title : Dsgnr. Description : Scope: box 11,259.70 in4 lyy 1,129.09 in4 Edge Distances from CG... 6.000 in -6.000 in 19.592 in - 19.590 in 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in r lot ryy S left S right S top S bottom Date: Job # Ycg 38.870 in 0.313 in 19.590 in 19.590 in 19.590 in 13.432 in 4.253 in 188.182 in3 188.182 in3 574.705 in3 574.772 in3 Sketch & Diagram Raw 510002 Use: KW-0503140. Vet 5.1.2. 13.Wa.1999, WW2 (C1 193399 EDFRCALC Built -Up Section Properties Page 1 p: tstructuran2008128016 - kc mech orb fo Description TSB-3 Add Vertical Plate - at 26.1' - 1/7/09 Genera! Information Type... #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 38.410 in Width #4 Rectangular Height 38.410 in Width #5 Rectangular Height 38.410 in Width Summary Total Area X cg Dist. Y cg Dist Title : Dsgnr. Description : Scope: ho( 11,617.92 in4 rm( Iyy 1,141.10 in4 r yy 0.00 in Edge Distances from CG... 19.83 in +X 6.000 in 63.013 in2 -X -6.000 in +Y 19.832 in -Y - 19.830 in 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in S left S right S top S bottom Date: Job # Y cg 39.350 in 0.313 in 19.830 in 19.830 in 19.830 in 13.578 in 4.255 in 190.183 in3 190.183 in3 585.812 in3 585.880 in3 Sketch & Diagram 1 Rev: 510002 User. KW- 0603140, Ver 5.1.2. 13.Im1999, Wm32 _ (e) 1903-99 E?ERCALC Built -Up Section Properties Page 1 p:lstructura112008128016 - kc mech on - call to Description - Summary Total Area X cg Dist. Y cg Dist. TSB -3 Add Vertical. Plate - at 27' - 117109 General Information Type._ #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 38.950 in Width #4 Rectangular Height 38.950 in Width #5 Rectangular Height 38.950 in Width hoc 12,028.99 in4 r roc IYY 1,154.61 in4 r yy 0.00 in Edge Distances from CG... 20.10 in +X 6.000 in 63.688 in2 Title : Dsgnr. Description : Scope: -X -6.000 in +Y 20.100 in -Y - 20.100 in 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in S left S right Stop S bottom Date: Job # Ycg 39.888 in 0.313 in 20.100 in 20.100 in 20.100 in 13.743 in 4.258 in 192.435 in3 192.435 in3 598.446 in3 598.469 in3 Sketch & Diagram Description TYpe..- #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 39.730 in Width #4 • Rectangular Height 39.730 in Width #5 Rectangular Height 39.730 in Width Summary TSB-3 Add Vertical Plate - at 28.3' - 1/7/09 Total Area 64.663 in2 X cg Dist. 0.00 in Y cg Dist_ 20.49 in Sketch & Diagram +X -X +Y -Y Title : Dsgnr: Description : Scope: Rev.. 510002 User. KW-0003140, Ver 5.13. 134894999, 003132 (c) 1903.99 ENERCALC Built -Up Section Properties Page 1 p:lstnlctura112008128016 - kc mech on to [General Information 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in hoc 12,640.64 in4 Iyy 1,174.131n4 Edge Distances from CG... 6.000 in -6.000 in 20.492 in - 20.490 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in r >oc ryy S left S right S top S bottom Date: Job # Y cg 40.670 in 0.313 in 20.490 in 20.490 in 20.490 in 13.982 in 4.261 in 195.688 in3 195.688 in3 616.853 in3 616.922 in3 Rev. 510002 User. KW.0E4314A Ver 5.12, 13Jun-1999, V6132 to 199399 ENERCALC Built -Up Section Properties Page 1 p:lstructurai12008128016 - kc meth on -call fo Description [General Information Type... #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 40.990 in Width #4 Rectangular Height 40.990 in Width #5 Rectangular Height 40.990 in Width Summary Total Area X cg Dist. Y cg Dist. TSB -3 Add Vertical Plate - at 30.4' - 1/7/09. 66.238 in2 0.00 in 21.12 in Ixx 13,669.41 in4 IYY 1,205.66 in4 Edge Distances from CG... +X 6.000 in - X +Y - Y Title : Dsgnr Description : Scope : -6.000 in 21.122 in - 21.120 in 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in r S left S right Stop S bottom Date: Job # Ycg 41.930 in 0.313 in 21.120 in 21.120 in 21.120 in 14.366 in 4.266 in 200.943 in3 200.943 in3 647.160 in3 647.231 in3 Sketch & Diagram Rev. 510002 Mee KW-0503140. Ver 5.1 2.13-Jan-1099. Wi192 (y 1953.9e ENERCALC Built -Up Section .Properties Page 1 p:lstrudura112008128016 - kc mech on -call to Description Summary Total Area XcgDist. Y cg Dist. TSB -3 Add Vertical Plate - at 36.2' - 1/7/09 General Information Type... #1 . Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 44.470 in Width #4 Rectangular Height 44.470 in Width • #5 Rectangular Height 44.470 in Width 70.588 in2 0.00 in 22.86 in boc 16,787.74 1n4 r roc lyy 1,292.73 1n4 r yy Edge Distances from CG... +X - X +Y - Y Sketch & Diagram M Title : Dsgnr: Description : Scope: 6.000 in -6.000 in 22.862 in - 22.860 in 12.000 in 12.000 in 0.250 in 0.500 in 0.500 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in 5.000 in S left S right S top S bottom Date: Job # Y cg 45.410 in 0.313 in 22.860 in 22.860 in 22.860 in 15.422 in 4.279 in 215.456 in3 215.456 in3 734.302 in3 734.378 in3 Add (2) - 1/2" Vertical Plate At , - from left end Mallow = 869 kip-ft From Enercalc, At *from left end M= kip-ft Fb= ksi Mallow ( 869 kip-ft ) At h= I= S= : from left end From Enercalc, M= o J- Mallow = 885 kip-ft At ia-Vitggilig.ti from left end Fb= - qksi kip-ft •a little > Mallow ( 885 kip-ft ) At h= I= 5= Mallow = From Enercalc, At M= . . l f rom left end 902 kip-ft .--Ittifrom left end :4 kip-ft Fb= ksi a little > Mallow ( 902 kip-ft ) 71from left end Ogee eetriarfA a little > Mallow ( 949 kip-ft ) Wag; 11 • 1 1 1 1 At 1:27 7:411: from Ieft end ..... h= I= S= Mallow = From Enercalc, At Itti* ROI - S7i1V. 984 kip-ft from Ieft end Fb= IN* 29f ks i M= aVrilit3E kip-ft a little > Mallow ( 984 kip-ft ) At ‘-zig3-from left end h= I= s= From Enercalc, inch inA4 inA3 Mallow = 1087 kip-ft At ASOUVI from left end M= kip-ft Fb= a little > Mallow ( 1087 kip-ft ) am:Mira:7Pa ... ■ FU CIVILTECH E d PROJECT L C G f t/i t P ..) 1...e 111 t • 11 • • • • 11 SUBJECT s ■ ■ ■ ■ y < _ ! . -�s� COMPUTED BY rul =53.x / 5 3, o - 8. a ks , ' to ts- (5 C /77-7) _ l,3 7°q/ /77.7 PROJECT NO 2 gv / 6._0 ,SHEET NO DATE 1 `x /21 CHECKED BY DATE CIVILTECH PROJECT C- 1'1 V A-G s 1 ■ 1 ■ 1 1 11 ■ ■ 1 SUBJECT COn 4.44 us Op/4 v_ it kin () r 4J r17'1 S /Oreo.0 5 A/(A V 37 KA, 6 Cori rlict?d PROJECT NO • h ^0 /SHEET NO DATE 1 DATE COMPUTED BY ! '� CHECKED BY A- (0,6-2,s") Gz) t Cs 67T) 0. 2-1-) -{- (z7C -f '3,314 --( t . C7•s )0 •b$r) -f- 63.34) ( 6,62-75) • (! )LoS (.1-4 2 ( //1 LWTSB Description Type... #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 31.750 in Width #4 Rectangular Height 18.375 in Width #5 Rectangular Height 18.375 in Width #6 Rectangular Height 1.000 in Width #7 Rectangular Height 1.000 in Width Summary Total Area X cg Dist. Y cg Dist. 57.313 in2 0.00 in 15.19 in +X - X +Y - Y Title : Dsgnr. Description : Scope : Rev. 510002 user. KW-0603140. Ve. 5.1.2 13JutH999. WW2 (01963-99 EMDICALC Built -Up Section Properties Page 1 :■struct(u8112008128016 kc mach on-call fo TSB -3 Add Vertical Plate and Horiz Plate - at 15' - 1/7/09 General Information 8.125 in -8.125 in 17.807 in - 15.193 in X cg 12.000 in 0.000 in 12.000 in 0.000 in 0.250 in 0.000 in 0.500 in -5.000 in 0.500 in 5.000 in 8.000 in 4.125 in 8.000 in -4.125 in boc 5,984.01 1n4 NIX lyy 997.38 in4 r yy Edge Distances from CG... Sketch & Diagram S left S right S top S bottom Date: Job # Y cg 32.688 in 0.313 in 16.500 in 9.813 in 9.813 in 19.500 in 19.500 in 10.218 in 4.172 in 122.755 in3 122.755 in3 336.052 in3 393.861 in3 Description Type... #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 34.750 in Width #4 . Rectangular Height 21.375 in Width #5 Rectangular Height 21.375 in Width #6 Rectangular Height 1.000 in Width #7 Rectangular Height 1.000 in Width Summary Total Area X cg Dist. Y cg Dist. Daturn 61.063 in2 0.00 in 16.84 in +X - X +Y - Y Title : Dsgnr. Description : Scope: TSB -3 Add Vertical Plate and Horiz Plate - at 20' - 1/7/09 lxx 7,580.02 in4 lyy 1,072.45 in4 Edge Distances from CG... 8.125 in -8.125 in 19.162 in - 16.838 in Xcg 12.000 in 0.000 in 12.000 in 0.000 in 0.250 in 0.000 in 0.500 in -5.000 in 0.500 in 5.000 in 8.000 in 4.125 in 8.000 in -4.125 in r xx r yy S left S right S top S bottom Date: Job # Rev. 510002 User. K 1-0053140. Ver 5.1.2.1- Jun -1099. NM32 «3 1533.99 ENERCALC Built -Up Section Properties Page 1 p:\stnu;tural2008\28016 - kc mech on -call fo General Information Sketch & Diagram 1 Ycg 35.688 in 0.313 in 18.000 in 11.313 in 11.313 in 22.500 in 22.500 in 11.142 in 4.191 in 131.994 in3 131.994 in3 395.574 in3 450.175 in3 Rev: 510002 Usec 111/1 Vet 5.1.2, 13- Jun•1999. 1Mn32 (4 1993439 E1Y£RGLLc Built -Up Section Properties Page 1 •lstructural\2008\28016 - kc mech on-caO fo Description TSB - Add Vertical Plate and Horiz Plate - at 25' - 1/7/09 General Information Type... #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 37.750 in Width #4 .Rectangular Height 24.375 in Width #5 Rectangular Height 24.375 in Width #6 Rectangular Height 1.000 in Width #7 Rectangular Height 1.000 in Width Summary Total Area X cg Dist - Y cg Dist. Sketch & Diagram Datum 64.813 in2 0.00 in 18.47 in bor 9,448.54 in4 lyy 1,147.52 in4 Edge Distances from CG... +X - X +Y - Y Title : Dsgnr: Description : Scope: 8.125 in -8.125 in 20.534 in - 18.466 in Xcg 12.000 in 0.000 in 12.000 in 0.000 in 0.250 in 0.000 in 0.500 in -5.000 in 0.500 in 5.000 in 8.000 in 4.125 in 8.000 in -4.125 in r:or ryy S left S right S top S bottom Date: Job # Y cg 38.688 in 0.313 in 19.500 in 12.813 in 12.813 in 25.500 in 25.500 in 12.074 in 4.208 in 141.233 in3 141.233 in3 460.140 in3 511.674 in3 Description Type... #1 ,Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 40.750 in Width #4 Rectangular Height 27.375 in Width #5 Rectangular Height 27.375 in Width #6 Rectangular Height 1.000 in Width #7 Rectangular Height 1.000 in Width Summary Total Area X cg Dist. Y cg Dist. Sketch & Diagram Datum 68.563 in2 0.00 in 20.08 in +X - X +Y - Y Title : Dsgnr: Description : Scope: Rev 510002 User. KW•603140, Vet 5.12; 13•Jun.1990. Wm32 (e) 1983 -99 ENERCALC Built -Up Section Properties Page 1 p:lstsucturah2008128016 - kc mech on -call fo TSB -3 Add Vertical Plate and Horiz Plate - at 30' - 1/7/09 General Information I hoc 11,606.83 in4 . r oc lyy 1,222.58 in4 ryy Edge Distances from CG... 8.125 in -8.125 in 21.920 in - 20.080 in Xcg 12.000 in 0.000 in 12.000 in 0.000 in 0.250 in 0.000 in 0.500 in -5.000 in 0.500 in 5.000 in 8.000 in 4.125 in 8.000 in -4.125 in S left S right S top S bottom Date: Job # Ycg 41.688 in 0.313 in 21.000 in 14.313 in 14.313 in 28.500 in 28.500 in 13.011 in 4.223 in 150.472 in3 150.472 in3 529.506 in3 578.032 in3 Rev. 510002 User. KW.080.9L10. Ver 5.1.2. 13Jun -1999. 1On32 ` 1c? 1983-99 ENERCALC Built -Up Section Properties Page 1 p: lstructura112008128016 - kc meth on-c I to Description TSB-3 Add Vertical Plate and Horiz Plate - at 35' - 1/7/09 General Information r Type... #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 43.750 in Width #4 Rectangular . Height 30.375 in Width #5 Rectangular Height 30.375 in Width #6 Rectangular Height 1.000 in Width #7 Rectangular Height 1.000 in Width Summary Total Area X cg Dist. Y cg Dist. Sketch & Diagram 72.313 in2 0.00 in 21.68 in +X - X +Y -Y Title : Dsgnr: Description : Scope : bac 14,072.05 in4 lyy 1297.65 in4 Edge Distances from CG... 8.125 in -8.125 in 23.318 in - 21.682 in Xcg 12.000 in 0.000 in 12.000 in 0.000 in 0.250 in 0.000 in 0.500 in -5.000 in 0.500 in 5.000 in 8.000 in 4.125 in 8.000 in -4.125 in r roc ryy S left S right S top S bottom Date: Job # Y cg 44.688 in 0.313 in 22.500 in 15.813 in 15.813 in 31.500 in 31.500 in 13.950 in 4.236 in 159.711 in3 159.711 in3 603.486 in3 649.018 in3 Description Type... #1 Rectangular Height 0.625 in Width #2 Rectangular Height 0.625 in Width #3 Rectangular Height 46.750 in Width #4 Rectangular Height 33.375 in Width #5 Rectangular Height 33.375 in Width #6 Rectangular Height 1.000 in Width #7 Rectangular Height 1.000 in Width Summary Total Area X cg Dist. Y cg Dist Center of Gravy Datum 76.063 in2 0.00 in 23.27 in +X -X +Y -Y Title Dsgnr. Description : Scope: TSB -3 Add Vertical Plate and Horiz Plate - at 40' - 1/7/09 Xcg 12.000 in 0.000 in 12.000 in 0.000 in 0.250 in 0.000 in 0.500 in -5.000 in 0.500 in 5.000 in 8.000 in 4.125 in 8.000 in -4.125 in boc 16,861.32 in4 r )oc Iyy 1,372.71 in4 r yy Edge Distances from CG... 8.125 in S left -8.125 in S right 24.726 in S top - 23.274 in S bottom Date: Job # Rev. 519002 User. K•0605140. Vet 5.12.53.ktf1999, W522 (c) 5963.59 @IERCALC Built -Up Section Properties Page 1 p:lstructural52008\28016 - kc mech on -call fo Y cg 47.688 in 0.313 in 24.000 in 17.313 in 17.313 in 34.500 in 34.500 in 14.889 in 4.248 in 168.949 in3 168.949 in3 681.931 in3 724.465 in3 Sketch & Diagram At Inteference, Notch (2) - 1/2" Vertical Plate, Add (2) - 1" Horizontal Plate h= = n = =' =. inch • n 1= _ -_`�_ .yin 4 Stop= '_ == 33e inA3 sbot= _ =�,a w :�:�� in A3 l= inch spltop= 1244 in ^3 inch splbot= 411 in "3 235.04 inA3 VQ/I= 1.37 kip /inch Fb= ya=' Fb= -;_ h rr _ u .� , .�'� K��R��: inch I= in "4 Stop= 6 i n "3 sbot= gt, inch spltop= 1231 in "3 Minch splbot= 467 in "3 At Welding Line A= =' =W inA2 (see hand Calc) d= L'r in "2 C.G. from bot = '= 6.8 in Q= 271.22 in "3 VQ/I= 1.04 kip /inch h= I= Stop= sbot= spltop= sptbot= At Welding Line A= �x - fi. in ^2 (see hand Calc) d= inA2 C.G. from bot = = _3$4 in Q= 307.932 inA3 VQ/I= 0.716955 kip /inch U U U U U U U U U II II II I' II II II At Welding Line A= inA2 (see hand Calc) d= _= = -? in ^2 C.G. from bot = " ` in Q= 345.184 in ^3 VQ/I= 0.41635 kip /inch inch _1�364Zi ^4 in ^3 1301 in ^3 596 in ^3 fbtop = fbbot = fbpltop= fbplbot= -from left end skip -ft At Welding Line A= __' 25 =' inA2 (see hand Calc) d= = := ? J;6 inA2 C.G. from bot = _ -r= G in Q= 382.704 inA3 VQ/l= 0.163177 kip /inch r $Ct LSeeti n _ led " " vrm =. Fb= =4 ksi Fb ti; ksi Fb= Q 5,ksi ... = Fb= - ` D S ksi 9 kip -ft V kip At Welding Line A= = __- 6 inA2 (see hand Calc) d= ? <9 a inA2 C.G. from bot = ?2 in Q= 420.492 inA3 VQ/I= 0.039902 kip /inch =inch spltop= 1437 in9 =inch splbot= 744 in ^3 /o= ,inch spltop= 1364 1A3 yot={ inch splbot= 668 m ^3 At Welding Line A = \ b^ (see hand CaI d 4 95 B ^2 C.G. from bt= / in Q= 382.704 in VQJa 0.252924 kip/inch At Welding Line A= - _3`?P in ^2 (see hand Calc) d= ` ' in ^2 C.G. from bot = `'= in 345.184 in ^3 VQ/l= 0.455011 kip /inch 41from left end fbtop = uot~ fbpltop= fbplbot= At Welding Line A= (see hand Caic) d= C.G. from bot = in^2 inA2 in 271.216 inA3 0.966073 kip/inch CIVILTECH PROJECT r > G I-r v, Pei) /a SUBJECT _w; a1-11, /° a I.4-s' K 1 (3 J --1 41- . _ ) 60.15` r 60 q§ Cannccfi« d Cad c.0 r IV1 c/ cTL L /Sag / t . A. 6 `+: Sp e4sl , ' Q `C,'{-f-fe. p;o-eys -hress , ooe. -s-tv s Mfr M Aix Rect.c4» - G, o.4 - : ( ' C ✓ 1 t / L 6 0 1 . 4 ) ) rr •s _I . e-r Preis. - /2q. Cq-p E " - 177 k t' J:. PROJECT NO .- '/ D j SHEET NO COMPUTED BY Y , o: v K- i tJIB . CHECKED BY DATE CA-ecfc � ��► x S� s +�2 , C et t C a L H k 6 c.0. -fvo I s G rt. S c wtof 754 -1 n, wad. Ho+ — u,4 S '` DATE (v/ f /o4 Rev. 510002 User. KW41503140, Wt 5.12, 13Jm51999, 99n32 lG I9-99 FI4ERCA C Single Span Beam Analysis Page 1 :lstuctura112008128016 - kc mach on-call to Description General Information Center Span Left Cantilever Right Cantilever On Center Span... *1 0.560 k/ft Point Loads Magnitude Location Center Location Moment Shear Deflection Summary Check Exist TSG -2 - 117109 40.00 ft ft ft 99.500 k 20.000 ft Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... #1 k ft Query Values 18.300 ft 1,020.43 k -ft 50.72 k -#44.##### in Left Cant Moments... Shears... Max + @ Center 1,105.01 k -ft at 19.96 ft @ Left Max - @ Center 0.00 k -ft at 40.00 ft @ Right Maximum @ Left Cant 0.00 k -ft @ Right Cant 0.00 k -ft Deflections... @ Center Maximum = 1,105.01 k @ Left Cant @ Right Cant Title : Dsgnr. Description : Scope: 1.000 in4 1 ksi Pin -Pin k/ft k ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 60.95 k 60.95 k 60.95 k k Date: On Right Cantilever... # 1 Right Cant Reactions... © Left @ Right - ####.### in at 20.04 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft Job # k ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 60.95 k 60.95 k Rev: 510002 User. K1N- 0603140 Ver 5.12134urf1969, VVn32 (c ) 1963 -99 ENERCALC Single Span Beam Analysis Page 2 p:15tructura112008128016 - kc mech on-cal fo Description Check Exist TSG -2 - 1/7/09 [Sketch & Diagram 4 60.9k Vman Q left a 60.9k i9.5k +1 ►l +.li'"I o sum .0 1 Mmax = 1,105.0341 at 19 960 Oman = 42/30905.98111n at 20.049 from left 60.9k Vmax ea 60.9k Title: Dsgnr. Description : Scope: :2436 —} 446.76 Shear Loma 0;) 1.105.01 14.00 494.50 !64.0!7 173.50 - 1 3.50 !07.00 �— ` 50275 04200 1.50 2 ,522999 (7614996! aiapa p1 Aft .6aA$ Loral '!^ Deflection (m) Date: Location Atom Member 00 Job II 00 36.00 •20.00 24 00 29.03" - " 33_00 3e 3_0.00 .00 Tapered Beam t b= inch tw= 54, inch h tf= inadev.,04-2,5-A inc At From Enercalc, from left end h= talt I= 2185 inA4 S= 182 inA3 Q 7; Mallow = 455 kip-ft At- from left end 4;7.... M= lo ft Fb= ksi Mallow ( 455 kip-ft ) Mfrom left end At from left end .h= 0:14 inch I= 6109 104 S= 321 103 1 96 05 -tit:1?-#.!= Mallow = 803 kip-ft From Enercalc, At from left end • :4.-4= M= . . 7 -F; 14 4: 4 : - P:28cfct kip-ft Fb= ks i Mallow ( 803 kip-ft ) ............ At , 41 . :1 from left end h= Sr nch 7208 inA4 352 inA3 Fb= aszforaksi ottiewnpaaf%ctictiv-k Mallow = 881 kip-ft From Enercalc, At from left end M= - 7 .44;t0: 1 , -- ga kip-ft Mallow ( 881 kip-ft ) At h= I= From Enercaic, At M= from left end inch 7949 inA4 372 inA3 IINohCarnpact Fb= jj0- ksi Mallow = 930 kip-ft from left end MCS (4. kipri Mallow ( 930 kip-ft ) At Ifrom left end From Enercaic, At h= I= s= inch 8414 inA4 384 inA3 attS#tfidit- Mallow = 961 kip-ft 2 R from left end ..... .... M= kip-ft Fb= Mallow ( 961 kip-ft ) At h= I= S= M= from left end • inch 8733 inA4 392 inA3 344 Mallow = 981 kip-ft From Enercalc, At 4 .7 - 1: from left end Fb= k 98 • kIP Mallow ( 981 kip-ft ) OK At i from left end h= I= S= From Enercalc, At M= 'irfArjr4i 77P'7. inch mc 8950 inA4 398 inA3 • J r. liOneethPaat Fb= Mallow = 994 kip-ft from left end . . kip-ft ksi Mallow ( 994 kip-ft ) At M= If* from left end h= f inch I= 9060 inA4 S= 401 inA3 41i) Mallow = 1001 kip-ft From Enercalc, At iir''''Ufrom left end Fb= MiEft ksi Mallow ( 1001 kip-ft ) I II 1 U • II I I I II II II ii II III II II HI II At h = I= 5= from left end inch 9281 inA4 406 inA3 Mallow = 1015 kip-ft From Enercalc, At from left end M= ki p - ft Fb= . k51 a little > Mallow ( 1015 kip-ft ) At 91from left end From Enercalc, At h= 1 inch I= 9791 inA4 S= 418 inA3 Mallow = 1046 kip-ft from left end VP kip-ft Fb= iksi a little > Mallow ( 1046 kip-ft ) At From Enercalc, At *14:111:14ii h= I= S= Mmax= from left end 70inch 10258 inA4 430 inA3 witawa Mallow = 1074 kip-ft !t from left end kip-ft Fb= • f , FRP •4.1 a -3 j a little > Mallow ( 1074 kip-ft ) s iv14-5Ls PROJECT CIVILTECH SUBJECT CHECKED BY DATE 10,21 LLf krKFc r-;...t O / 3 , 7 513-2 -otd (,) «e.-( 6- 6 f � (2)(2 .5,2 1) -. $ n_o 2 ,� k<t oic,j el A "PI (-4 I l' 'G..�i fr cP.... HR`'t..c '2 S CS, �. d E' 1")1txtej O C /, e c k_ 1-.7-A- ! 5 ( TS& - I 2. 6, o - - '-- . f5 —2.. c .`vet$ rtl t � PROJECT NO 2-8 °/ V ( SHEET NO COMPUTED BY DATE r 0/2_// � Si c i a5-2.0 (2_:i,(-as.Zt 4/ .2) ,) 1:.. P =- ao9/ L w= ( / O332. 314 ) ( =-..v v • CIVILTECH PROJECT C.4 - kVA6i Pe-pitc-e-- Ai4P_,t SUBJECT I' ®. I ii I 0: „. Vv+ x c 6 (Ef;LO•LS) II tt • s 6 1111 c-heck T$3 - r ” Hku - r 2_ A._ G� e c..k. CO L c.J 12.x Z7 s6 - 2. t) 4453 / 6: 23 .t / II O /Vs 2-6 5 /4 V pk • /A-�lo .,,c = C ►2 ") / ' = q K o,7,� , q)t24 7 )= 213 143 1 Go (411:53 . 13 _. t.6 "/, g7o� C �P,_,k » ae G% joy; A art( r t r n 1 P P „ 1 • 1 . 1 „t.V, dew r 4 km - - - ; 2 A, So`- > 7r.c3� o PROJECT NO - 1 6-0 I SHEET NO COMPUTED BY CHECKED BY i n' � c � � Cs) 6 I DATE /CIO DATE Description Center Span Left Cantilever Right Cantilever On Center Span... # 1 1.490 k/ft Magnitude @ Left Magnitude @ Right Dist. To Left Side Dist. To Right Side Center Location Moment Shear Deflection Summary Check Exist TSB -2 - 1/7/09 80.00 ft ft ft Maximum = 1,323.52 k -ft 0.332 k/ft 0.332 k/ft 20.000 ft 45.000 ft 24.600 ft 1,131.16 k -ft 26.48 k - ###.##### in Moment of Inertia Elastic Modulus Beam End Fixity Moments... Max + @ Center 1,323.52 k -ft at 39.12 ft Max - @ Center 0.00 k -ft at 0.00 ft @ Left Cant 0.00 k -ft @ Right Cant 0.00 k -ft On Left Cantilever._ # 1 Left Cant Shears... @ Left @ Right Maximum Deflections... @ Center @ Left Cant. @ Right Cant Title : Dsgnr. Description: Scope : 510002 User. KW- 0602140. Vn 5.12 .13.5,41999. Win32 (U 1993 -99 ENERCALC Single Span Beam Analysis Page 1 p :tstructuraR20(18128016 . kc mach on-call fo General Information k/ft k/tt ft ft 1.000 in4 1 ksi Pin -Pin k/ft 0.000 ft 0.00 k-ft 0.00 k 0.00000 in 64.53 k 62.97 k 64.53 k On Right Cantilever... #1 [Trapezoidal Loads k/ft k/ft ft ft Date: Right Cant Reactions... @ Left @ Right .### in at 39.76 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft Job # kilt k/ft k/ft ft ft Query Values 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 64.53 k 62.97 k I II II ■ I I I • ■ I I I I I I I I II Description 0 . ' ►i �'l;;tl 0.332Wn , .:evolt;ll;Jlll 'iJlll ;l��l;�l s;;�;; +1,'ii;�l ,.496Jn Check Exist TSB -2 - 1/7/09 eon Mmax = 1,323.56 -6 0138.120 Dm= - #U8t0Oi#61n at 39.76h from left 6436 63.08 Vmaka left. 64.54 Vma: (0 d = 63.0k Title : Dsgnr: Description : Scope : Rev: 610002 User. KW- 0603140, Ver 6.12. 13.1un -1999. Ih%m32 (c) 1903-99 ENBOCALC Single Span Beam Analysis Page 2 :1structuraf2008\28016 - kc mech on -call to [Sketch & Diagram I 0_00 X6.19 .47.78 150 Shear Load 00 _ c373 57 — �1B�80 24.or 191.17 1 : 6.82 -� 1.066.02 926.47 i -1u.1i __1 901.70 13en0179 xas:aa Local y Deflection (in) /L00 1E100 24-00 '400 40.00 46.00 iro - b4.00 ' 02.09 80.00 Date: Location Along Member 01) Job 00.00 b- tf= inch At h= I= S= Mallow = From Enercalc, At M= 1 left end inch 2671 inA4 223 inA3 612 kip-ft wiztfrom left end litNEmiazgn i? kip-ft Fb= ksi Mallow ( 612 kip-ft ) At h= S= From Enercalc, At M= from left end itj inch 5041 inA4 313 inA3 - orn pa ct Mallow = 784 kip-ft 1from left end Fb= ksi kip Mallow ( 784 kip-ft ) Mallow ( 811 kip-ft ) At "1from left end h= lienittinch I= 2671 inA4 223 inA3 Mallow = 556 kip-ft From Enercalc, At 7C13453---- left end . M=. itrtE---. Fb= ksi Mallow ( 556 kip-ft ) At h= I= 5= Mallow = From Enercalc, At M= Wszqfrom left end •-•. 41 inch 4314 inA4 288 inA3 otgompat.t.- 720 kip-ft -- left end kip _ft Fb= 1 ksi Mallow ( 720 kip-ft ) At At From Enercalc, from left end h= ERPORinch I= 5020 in/¼4 S= 313 inA3 . ofleompa , 71=:7:774;i7;;;: -.•- Mallow = 782 kip-ft from left end Fb= ksi M= 1 7-f l itifft..4v). kip-ft Mallow ( 782 kip-ft ) 24 from left end At At h= I= 5= M= filite left end inch 5546 inA4 330 inA3 .. • tme-ompa e Mallow = 825 kip-ft From Enercaic, from left end Fb= . Mallow ( 825 kip-ft ) Rev. 510002 User KW-0603140, Ver 5.12, 13.Jun1000 W 132 (01083-09 ENERCALC Built -Up Section Properties Page 1 p:lsWcturah2008128016 - kc melt on-cau to l Description TSB Add Vertical Plate - at 15.3' - 1/7/09 General Information Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 31.680 in Width #4 Rectangular Height 31.680 in Width Summary Total Area X cg Dist. Y cg Dist. Sketch & Diagram Datum 65.520 in2 3.02 in 16.59 in Edge Distances from CG... +X 9.022 in -X -2.978 in +Y 16.590 in -Y - 16.590 in hoer 8,707.86 in4 r rot lyy 612.85 in4 r yy Title : Dsgnr. Description : Scope 12.000 in 12.000 in 0.250 in 1.250 in X cg 0.000 in 0.000 in 0.000 in -5.000 in S left S right S top S bottom Date: Job # Ycg 32.805 in 0.375 in 16.590 in 16.590 in 11.528 in 3.058 in 205.790 in3 67.928 in3 524.886 in3 524.886 in3 Description Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 32.580 in Width #4 Rectangular Height 32.580 in Width Summary. Total Area X cg Dist. Y cg Dist. TSB -2 Add Vertical Plate - at 16.8' - 1/7/09 Datum 66.870 in2 3.05 in 17.04 in Title : Dsgnr. Description : Scope: 12.000 in 12.000 in 0.250 in 1.250 in boc 9,322.62 in4 lyy 619.41 in4 Edge Distances from CG... +X 9.045 in -X -2.955 in +Y 17.040 in -Y - 17.040 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in r roc ryy S left S right S top S bottom Date: Job # Rev. 510802 User. KW.0603140, Ver 5.12, 13Jun -1999. W1n32 (y 1983.99 ENERCALC Built -Up Section Properties Page 1 :tstructurall2008128016 - kc mech on-call fo [General Information I Sketch & Diagram Y cg 33.705 in 0.375 in 17.040 in 17.040 in 11.807 in 3.044 in 209.622 in3 68.481 in3 547.102 in3 547.102 in3 Rev. 510002 User. KW43603140. Ver 5.12. t3-n-199. WIn32 _ (d 1955 -99 ENERCALC Built -Up Section Properties Page 1 p:tstruCturdn2008t28016 - kc meth on-cat to Description TSB-2 Add Vertical Plate - at 19' - 117109 Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 33.900 in Width #4 Rectangular Height 33.900 in Width Summary Total Ai X cg Dist. Y cg Dist. Sketch & Diagram 68.850 in2 3.08 in 17.70 in Title : Dsgnr: Description : Scope: 12.000 in 12.000 in 0.250 in 1.250 in X cg 0.000 in 0.000 in 0.000 in -5.000 in Date: Job # Ycg 35.025 in 0.375 in 17.700 in 17.700 in box 10,273.42 in4 r roc 12.215 in lyy 628.92 in4 r yy 3.022 in Edge Distances from CG... +X 9.077 in S left 215.189 in3 -X -2.923 in S right 69.285 in3 +Y 17.700 in S top 580.419 in3 -Y - 17.700 in S bottom 580.419 in3 Rev. 510002 User. KW- 0601140. Ver 51.2, 11-Jun-1090. W102 1c) 198189 ENERCaLC Built -Up Section Properties Page 1 p:lstructura112008128016 - kc mach on-call to Description General Information I Type_. #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 34.860 in Width #4 Rectangular Height 34.860 in Width Summary TSB-2 Add Vertical Plate - at 20.6' - 1/7/09 Total Area 70.290 in2 X cg Dist. 3.10 in Y cg Dist. 18.18 in Sketch & Diagram Datum Title : Dsgnr: Description: Scope : 12.000 in 12.000 in 0.250 in 1.250 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in Date: Job # Ycg 35.990 in 0.375 in 18.180 in. 18.180 in lxx 11,004.09 in4 rxx 12.512 in 1 YY 635.76 in4 r yy 3.007 in Edge Distances from CG... +X 9.100 in S left 219.200 in3 -X -2.900 in S right 69.866 1n3 +Y 18.184 in S top 605.140 in3 -Y - 18.181 in S bottom 605.264 in3 Description TSB -2 Add Vertical Plate - at 21:9' - 117/09 Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 35.640 in Width #4 Rectangular Height 35.640 in Width L. Summary Total Area 71.460 in2 X cg Dist. 3.12 in Y cg Dist. 18.57 in +X -x +Y -Y Title : Dsgnr. Description : Scope : Rev: 510092 Use: KV90603140, Vef 5.12, 134m-1999, 1Mn32 (4198399 ENERCALC Built -Up Section Properties Page 1 pAstructura112008'28016 - kc meth on -call to General Information 12.000 in 12.000 in 0.250 in 1.250 in Edge Distances from CG... 9.117 in -2.883 in 18.574 in - 18.571 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in lxx 11,620.31 in4 rxx lyy 641.26 in4 r yy S left S right S top S bottom Date: Job # Y cg 36.770 in 0.375 in 18.570 in 18.570 in 12.752 in 2.996 in 222.437 in3 70.335 in3 625.610 in3 625.736 in3 Rev. 510002 Use KWA503140, Ver 5.12.13.Nn.1999. WY132 (q 199399 EH5RGLLC Built -Up Section Properties Page 1 p:\stluctura112008■28016 - kc mech on fo Description TSB -2 Add Vertical Plate - at 22.9' - 1/7/09 [General Information Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 36.240 in Width #4 Rectangular Height 36.240 in Width Summary Total Area X cg Dist. Y cg Dist. 72.360 in2 3.13 in 18.87 in lxx 12,109.10 in4 lyy 645.46 in4 Edge Distances from CG... 9.130 in -2.870 in 18.874 in - 18.871 in +X - X +Y - Y Title : Dsgnr. Description: Scope : 12.000 in 12.000 in 0.250 in 1.250 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in rmc r yy S left S right S top S bottom Date: Job # Ycg 37.370 in 0.375 in 18.870 in 18.870 in 12.936 in 2.987 in 224.913 in3 70.695 in3 641.563 in3 641.690 in3 Sketch & Diagram Rev. 510002 User. KW-0803140. Ver 5.1.2. 11JnM1999. W832 (t) 198199 EIERCALC Built -Up Section Properties Page 1 p:lstructura112008128016 - kc mech on -call fo Description [General Information Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 36.780. in Width #4 Rectangular Height 36.780 in Width Summary Total Area X cg Dist. Y cg Dist. Sketch & Diagram TSB-2 Add Vertical Plate - at 23.8' - 1/7/09 Datum 73.170 in2 3.14 in 19.14 in Title : Dsgnr. Description : Scope: 12.000 in 12.000 in 0.250 in 1.250 in X cg 0.000 in 0.000 in 0.000 in -5.000 in Date: Job # Ycg 37.910 in 0.375 in 19.140 in 19.140 in hoc 12,560.14 in4 r ADC 13.102 in lyy 649.22 in4 r yy 2.979 in Edge Distances from CG... +X 9.142 in S left 227.132 in3 -X -2.858 in S right 71.018 in3 +Y 19.144 in S top 656.074 in3 - - 19.141 in S bottom 656.204 in3 Scope : . Rev: 510002 User. RW4633140. Ver 5.12. -s n -1gs9, WIn32 (e) 190399 ENERCALC Built -Up Section Properties Page 1 p:lstru tura112008t28016 - kc mech on-call fo Description TSB -2 Add Vertical Plate - at 24.8' - 1/7/09 Title: Dsgnr: Description : Date: Job# [General Information Type_. #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 37.380 in Width #4 Rectangular Height 37.380 in Width Summary Total Area X cg Dist. Y cg Dist. Carter el Gravity 74.070 in2 3.15 in 19.44 in lxx 13,072.10 in4 r xa Iyy 653.38 in4 r yy Edge Distances from CG... +X 9.154 in -X -2.846 in +Y 19.440 in -Y - 19.440 in 12.000 in 12.000 in 0.250 in 1.250 in X cg 0.000 in 0.000 in 0.000 in -5.000 in S left S right S top S bottom [Sketch & Diagram Y cg 38.505 in 0.375 in 19.440 in 19.440 in 13.285 in 2.970 in 229.587 in3 71.375 in3 672.433 in3 672.433 in3 Rev: 510002 User. KW- 0003140, Ver 5.12, 13.J -1990, W5,32 (p 1953-99 ENERCALC Built -Up Section Properties Page 1 p:lsWcturaI2008128016 - kc mach on-call fo Description TSB - 2 Add Vertical Plate - at 25.8' - 1/7/09 General Information M Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 37.980 in Width #4 Rectangular Height 37.980 in Width Summary Total Area X cg Dist. Y cg Dist. Sketch & Diagram Mum 74.970 in2 3.17 in 19.74 in lxx 13.599.08 in4 lyy 657.51 in4 Edge Distances from CG... +X 9.166 in -X -2.834 in +Y 19.740 in -Y - 19.740 in Title : Dsgnr: Description : Scope: 12.000 in 12.000 in 0.250 in 1.250 in X cg 0.000 in 0.000 in 0.000 in -5.000 in r S left S right S top S bottom Date: Job # Y cg 39.105 in 0.375 in 19.740 in 19.740 in 13.468 in 2.961 in 232.031 in3 71.732 in3 688.910 in3 688.910 in3 Rev: 510002 User RW4603140, Ver 5.1.2. 13.1m1099. We32 (c) 190395 ENORCRLC Built -Up Section Properties Page 1 p:.structuraI12008128016 - kc mech on-calf fo Description TSB - Add Vertical Plate - at 2T - 1/7/09 _General Information Type- - #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 38.700 in Width #4 Rectangular Height 38.700 in Width Summary Total Area X cg Dist. Y cg Dist. [Sketch & Diagram Center of Gravity 76.050 in2 Center of G Title : Dsgnr. Description: Scope : 12.000 in 12.000 in 0.250 in 1.250 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in Date: Job # Y cg 39.825 in 0.375 in 20.100 in 20.100 in hoc 14,249.28 in4 r roc 13.688 in Iyy 662.45 in4 F yy 2.951 in 3.18 in Edge Distances from CG... 20.10 in +X 9.180 in S left 234.950 in3 -X -2.820 in S right 72.158 in3 +Y 20.100 in S top 708.919 in3 -Y - 20.100 in S bottom 708.919 in3 Re 310002 User. KW. 0603140, Ver5.11. 13.Jmr1999. 66n32 _ (q 1963-99 ENERCALC Built -Up Section Properties Page 1 p: lsinKtura112008128016 - kc meth on-call ro Description TSB - 2 Add Vertical Plate _ at 28.6' - 1/7/09 General Information Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 39.660 in Width #4 Rectangular Height 39.660 in Width Summary Total Area X cg Dist. Y cg Dist. Sketch & Diagram Daum 77.490 in2 3.20 in 20.58 in box 15,148.75 in4 r pox lyy 668.98 in4 r yy Edge Distances from CG... 9.199 in Sleft -2.801 in S right 20.584 in S top - 20.581 in S bottom +X - X +Y - Y Title : Dsgnr. Description : Scope: 12.000 in 12.000 in 0.250 in 1.250 in Xcg 0.000 in 0.000 in 0.000 in -5.000 in Date: Job # Y cg 40.790 in 0.375 in 20.580 in 20.580 in 13.982 in 2.938 in 238.819 in3 72.725 in3 735.933 in3 736.070 in3 Add (1) - 1 1/4" Vertical Plate At At from left end h= inch From Enercalc, M= 1= in'4 5= _inA3 mjSco Mallow = 945 kip-ft . j from left end Fb= ksi Mallow ( 945 kip-ft ) At * • * zstfrom left end From Enercalc, h= 37inch f"tt:1 1= :inA4 5= 62'in'3 * . .. iNb*OffitiTeat:060 Mallow = 1127 kip-ft At 2r2i9M from left end - --- M= kip-ft _ Fb= iTERgire kSI Mallow ( 1127 kip-ft ) At from left end h= 1= 5= M= Fb= T2& ksi Mallow = 1156 kip-ft From Enercalc, At 23l8ift5V from left end %-11103 Mallow ( 1156 kip-ft ) from left end • 11 1 II II II Ii II II II II III II II • II • II II I. II II II II II 5J CIVILTECH ATA 7 _ 1,14 Are— PROJECT SUBJECT CHECKED BY DATE Nate-A ce_yrie 6/t4 "7 r --1 61 4— riahrt 5e€ s , 7.'22 Co K i14.-t,oz-c ,s U . s . ,&._ PROJECT NO ' 6-a/ SHEET NO COMPUTED BY DATE A (24 (O[/ 5 ) -+ C I?) ( 3 zo, ih C41 C- 13. ) ( ) ( o• . • ., Rev: 510002 User. KMF0000140. Ye 5.12, 11Le-1099. UBn32 (C5 198199 CRERCALC Built -Up Section Properties Page 1 p:\structuran2008t28016 - kc mech on -call fo Description TSB -2 Add Vertical Plate and Horz Plate - at 16- 1/7/09 Type... #1 Rectangular #2 Rectangular #3 Rectangular #5 Rectangular #6 Rectangular Summary Total Area X cg Dist. Y cg Dist Sketch & Diagram 56.688 in2 2.59 in 14.26 in lxx 6,754.26 in4 r rot 10.916 in lyy 586.60 in4 r yy 3.217 in Edge Distances from CG... +X 5.531 in S left 68.254 in3 -X -8.594 in S right 106.061 in3 +Y 18.743 in S top 360.367 in3 -Y - 14.257 in S bottom 473.740 in3 Height Height Height Height Height 0.750 in Width 0.750 in Width 31.500 in ' Width 18.250 in Width 1.000 in Width Title : Dsgnr: Description : Scope : 12.000 in 12.000 in 0.250 in 1.250 in 8.000 in Xcg 0.000 in 0.000 in 0.000 in 5.000 in 4.125 in Date: Job # Y cg 32.625 in 0.375 in 16.500 in 9.875 in 19.500 in Rev 510002 User. KW-0803140, Yes 5.12, 13,9.1999, W. O2 _ (q 196199 ENERGLLC Built -Up Section Properties Page 1 p:tstructura112008128016 - kc meth on-call to Description General Information Summary TSB-2 Add Vertical Plate and Horz Plate - at 20'- 1!7/09 Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 34.500 in Width #5 Rectangular Height 21.250 in Width #6 Rectangular Height 1.000 in Width Total Area . 61.188 in2 X cg Dist. 2.71 in Y cg Dist. 15.71 in Sketch & Diagram Ceram of Grw hy lxx 8,455.71 in4 no( 11.756 in . lyy 613.02 in4 r yy 3.165 in Edge Distances from CG... +X 5.415 in S left 70.382 in3 -X -8.710 in S right 113.206 in3 +Y 20.288 in S top 416.791 in3 -Y - 15.712 in S bottom 538.158 in3 Title : Dsgnr: Description : Scope : 12.000 in 12.000 in 0.250 in 1250 in 8.000 in Xcg 0.000 in 0.000 in 0.000 in 5.000 in 4.125 in Date: Y cg 35.625 in 0.375 in 18.000 in 11.375 in 22.500 in Job # Rev 610002 Veer: KW-0001040. Vat 5.1.2 13- o-1959. Win32 (c) 1903.99 ENERCM C Built -Up Section Properties Page 1 tmctura112008128016 - kc meth on -call to Description [General information Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 37.500 in Width #5 Rectangular Height 24.250 in Width #6 Rectangular Height 1.000 in Width Summary Total Area X cg Dist. Y cg Dist. Title : Dsgnr. Description: TSB -2 Add Vertical Plate and Horz Plate - at 25'- 117109 Cella of Gravity Scope: 12.000 in 12.000 in 0.250 in 1.250 in 8.000 in lxx 10,432.30 in4 r xx lYY 638.03 in4 r yy 2.81 in Edge Distances from CG... 17.17 in +X 5.315 in 65.688 in2 -X -8.810 in +Y 21.826 in -Y - 17.174 in Xcg 0.000 in 0.000 in 0.000 in 5.000 in 4.125 in S left S right S top S bottom Date: Sketch & Diagram Job # Ycg 38.625 in 0.375 in 19.500 in 12.875 in 25.500 in 12.602 in 3.117 in 72.424 in3 120.037 in3 477.965 in3 607.464 in3 Rev. 510002 User. KW- 0003140, Vu 5.12. 11.hm -1995. 88k02 (C) 198499 Efd'RCALC Built -Up Section Properties Page 1 p:lstructura112008128016 - kc mech on -call fo Description [General information I Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 40.500 in Width #5 Rectangular Height 27.250 in Width #6' Rectangular . Height 1.000 in Width Summary Total Area X cg Dist. Y cg Dist. Sketch & Diagram TSB -2 Add Vertical Plate and Horz Plate - at 30'- 1/7/09 70.188 in2 2.90 in 18.64 in bac 12,704.30 in4 r )oc lyy 661.91 in4 r yy Edge Distances from CG... +X 5.228 in S left -X +y -Y Title : Dsgnr: Description : Scope : -8.897 in 23.360 in - 18.640 in 12.000 in 12.000 in 0.250 in 1.250 in 8.000 in X cg 0.000 in 0.000 in 0.000 in 5.000 in 4.125 in S right S top S bottom Date: Job# Ycg 41.625 in 0.375 in 21.000 in 14.375 in 28.500 in 13.454 in 3.071 in 74.399 in3 126.601 in3 543.841 in3 681.573 in3 Rev. 515002 User. KW-0603140. Vet 5.11, 13.1um1999, Wb32 - (e) 1863-99 ENERCALC Built -Up Section Properties Page 1 p:lstructural\2008128018 - kc mech on -call to Description TSB -2 Add Vertical Plate and Horz Plate - at 35'- 1/7/09 General Information Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 43.500 in Width #5 Rectangular Height 30.250 in Width #6 Rectangular Height 1.000 in Width Summary Total Area X cg Dist Y cg Dist Sketch & Diagram 74.688 in2 2.97 in 20.11 in Title : Dsgnr. Description: Scope: 12.000 in 12.000 in 0.250 in 1.250 in 8.000 in lxx 15,292.01 in4 Iyy 684.84 in4 Edge Distances from CG... +X 5.152 in -X -8.973 in +Y 24.890 in -Y - 20.110 in Xcg 0.000 in 0.000 in 0.000 in 5.000 in 4.125 in rxx r yy S left S right S top S bottom Date: Job # Ycg 44.625 in 0.375 in 22.500 in 15.875 in 31.500 in 14.309 in 3.028 in 76.321 in3 132.933 in3 614.382 in3 760.421 in3 Datum Rev. 510002 User. KW-0e03140, Va 5.1.2. 13445.1999, WIn32 - (c) 1983439 EIIERCALC Built -Up Section Properties Page 1 p:lstnutura112008128016 - kc meth on -call to Description TSB -2 Add Vertical Plate and Herz Plate - at 40'- 117109 General Information k Type... #1 Rectangular Height 0.750 in Width #2 Rectangular Height 0.750 in Width #3 Rectangular Height 46.500 in Width #5 Rectangular Height 33.250 in Width #6 Rectangular Height 1.000 in Width Summary Total Area X cg Dist. Y cg Dist. Sketch & Diagram Title : Dsgnr. Description : Scope: 12.000 in 12.000 in 0.250 in 1.250 in 8.000 in Xcg 0.000 in 0.000 in 0.000 in 5.000 in 4.125 in Date: Job # Y cg 47.625 in 0.375 in 24.000 in 17.375 in 34.500 in lxx 18.215.70 in4 r xx 15.167 in lyy 707.01 in4 r yy 2.988 in 3.04 in Edge Distances from CG... 21.58 in +X 5.084 in S left 78.200 in3 -X -9.041 in S right 139.066 in3 +Y 26.416 in S top 689.559 in3 -Y - 21.584 in S bottom 843.962 in3 79.188 in2 A1|nteference Notch /1J'1" Vertical Plate, Add 8o'1" Horizontal Plate h= |= Stop= sbot= spltop splbot= in ^2 inA2 in 276.28 inA3 1.14 kip /inch h = 1= Stop= sbot= spitop= splbot= At Welding Line A= �« (see hand Caic) d= in^2 C.G. from bot = in Q= 307.545 inA3 VC/|= 0.766504 kip/inch h= inch I= Stop= in^3 sbot= in^3 spltop= 1181in«3 splbot= 835in^3 h z e »\inch I uin 4 Stop= dim^ sot= spto = . 1226 m ^3 sMb w 710 B" 7g7 in2 `ƒ } m ^Z in 338.604 in 3 0.453107 kip/inch h= inch R 292 m^ Stop s\ iin 3 sb tr 7Rop 12 6!n ] sMb b 7 O B^] in2 in 2 { \ in 369.663 m ^3 0.181302 kip/inch Ii At From Enercalc, M= V= fbtop = fbbot fbpltop= fbplbot= from left end inch inch At 40' from left end kip-ft p _ _ kip 23 ksi 19 ksi 12 ksi 18 ksi At Welding Line A= _ - = =_ in ^2 (see hand Caic) d= = ?a. in ^2 C.G. from bot = _5 in Q= 400.722 in ^3 VQ/I= 0.035197 kip /inch h= _ - z= ':inch 1= in ^4 Stop =}in ^3 sbot= _ -'= = :$?_ m ^3 spltop= 1357 in ^3 splbot= 875 inA3 nr ksi ksi ksi ksi II II ch I= =in ^4 Stop= L° nC14in ^3 sbot= spltop= 1286 inA3 splbot= 790 inA3 At Welding Line A= (see hand Caic) f C.G. from bot = Q= 369.663 inA3 VQ/1= 0.25624 kip /inch Fb =`'= ksi II II II € =from left end h = I= Stop= sbot= spltop= splbot= At Welding Line A= o; Q inA2 (see hand Caic) d= '«r=a in ^2 C.G. from bot = _ =1 in 0= 338.604 inA3 VQ/I= 0.47976 kip /inch Fb= x ksi Fb= = _ _` U ksi Fb = :;14 Fb= : :21 ksi II I � At From Enercalc, M= V= fbtop = fbbot = fbpltop= fbplbot= from left end o - Finch spltop= ytop= fir= _ w A- p p= ybot = 22 • inch splbot= At 60' from left end At Welding Line A= (see hand Calc) d= C.G. from bot = Q VQ/I= E kip -ft kip 29 ksi 26 ksi 9 ksi 25 ksi h = I= Stop= sbot= in "2 in A2 w in 253.344 inA3 1.102949 kip /inch inch in "4 inA3 inA3 1231 inA3 467 inA3 CIVILTECH ® e. / 1 PROJECT NO 2 -6 - i , r (�� & I SHEET NO / PROJECT U (� S 14 VA � - frt f l4C -r1 r,/� COMPUTED BY Y -- DATE 1 / q 7 / q � I SUBJECT CHECKED BY DATE N v G-e . G r5- " TSG —( G !-1 k.0 - zS f`t N " Neck / . r 4 7 : 5 - 1 - 1 " P o u.- P? ,(.e -? / j4 - 12-A , f - 62,1 , Hs , ' i0( k 1 ( ._ , o;.? l k �' a' "! c. + - - � ( -) 7 • 14 s-e_- f 1 o. 6 F4 ft a.0 6 v' ),,, S / 2} f.d s1,.ed cL/ A /1 7 ✓se- is.'(v 5$ . 5v.? yc 4e s.S c , :A' R ed! d le (= 77 -( D G1/4.24, r � ' G . p 71- /s > OY d,t Ai r .4" I.( -` C 4."3y x 3 /t3 DT C/53o 1 m + k k (c r$ 111 1 - A 3� C _ i � C . e - /77 > 776 . 1 %2' O s • it I" e ft,v 510002 User. KWA803145. VA. 5.1.2. 13-.Am-1999.1A102 (c) 1983-99 ENERCM.0 Single Span Beam Analysis Page 1 :\structural 2008\28016 - kc mach on-call to Description Center Span Left Cantilever Right Cantilever On Center Span... # 1 0.560 kilt %oint Loads Magnitude Location Center Location Moment Shear Deflection Summary Check Exist TSG-1 at HRU25A - 1/7/09 45.00 ft ft ft Uniform Loads 117.000 k 20.000 ft Maximum = 1,438.99 k - ft 21.000 ft 1,393.12 k -ft -51.12 k - ###.###4# in Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... #1 k ft Moments... Max + @ Center 1,438.99 k -ft at 20.02 ft Max - @ Center 0.00 k -ft at 0.00 ft @ Left Cant 0.00 k -ft @ Right Cant 0.00 k -ft Left Cant Shears... @ Left @ Right Maximum Deflections... @ Center @ Left Cant. @ Right Cant Title : Dsgnc Description: Scope: 1.000 in4 1 ksi Pin -Pin k/ft k ft Query Values 0.000 ft 0.00 k -ft 0.00 k 0.00000 in On Right Cantilever... #1 k ft Date: Reactions... 77.60 k @ Left 64.60 k @ Right 77.60 k -####.### in at 21.82 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft Job # k ft k/ft Right Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 77.60 k 64.60 k II K Rev. 510082 User. K N0603140, Ver 5.12.13Jun -1900. WIa32 (0 198300 ENEROALC Single Span Beam Analysis Page 2 p:lsbucturafl2008128016 - kc mech on-cal fo Description Check Exist TSG -1 at HRU25A - 1/7/09 0. v1Jli4Jt$44Ji.illI44 Ji iJ il, 1 l'17k 4511 ! J 0.56km b "Imes = 1.439.0k -ft al 20.029 Omar = •siggitrititabele al 21.825 from k9 7rbk 64.6k Vmu @ leg 77.6k Vmax @ b = 84.6k Title : Dsgnr: Description : Scope: 88339 710.40 575.5.8 ON bekenilen aeAN9MOmem 4111110110011# I Loca y DeOeaion On) Date: '2790 31.50 ao.o0 - 5.84 — I i�e:76 - Shea Loeb (5) Location Along Member OF - L.— plaoo 41.50 0.00 3.50 h: - 82 - 30 00 f.70 0 10.30 95.00 1,295.09 i , c'I,I if •'i: ,151.19 _.M1fi }i � �.e.�k ^(ii `? Loran Along Mere Member W Job # (ro i40.50 45.00 • 45.00 II II II I I II II I " I. II I . I II Tapered Beam b = inch tw= ;intiti:0111.25! inch h tf=g-±tritt4—. inch At From Enercalc, At frgt left end h= inch I= 2933 inA4 S= 244 inA3 Mallow = 611 kip-ft from left end Ei:13:31:::.74411r4EliTc1:47: ; kip-ft Fb= -T kSI Mallow ( 611 kip-ft ) At From Enercalc, At h= I= S= M= from left end inch 6220 inA4 368 in"3 . 14 6110111ParSlettitglit Mallow = 919 kip-ft from left end Fb= ksi : kip Mallow ( 919 kip-ft ) II II At .-- from left end Mallow = From Enercalc, At h= iii;Fik inch 1= 8449 inA4 S= 435 inA3 kifiditiatar"I M= 1087 kip-ft ' left end ihalx. kip-ft Fb= ksi Mallow ( 1087 kip-ft ) . .. At .--j-infrom left end From Enercalc, At h= i fitinch 1= 9899 104 5= 474 inA3 "Re n 4; co 'rriZi. nir riitiri aaj .Wifg ect 7:--i- - 54 0 2.7.1 , Mallow = 1185 kip-ft ' from left end M= .,. . 4, • a n kip-ft Fb= 2 . e. "9"C - 1-7- 1 11Ti4 Mallow ( 1185 kip-ft ) At 5 7 - 1§from left end From Enercalc, At h= iff" inch 1= 10873 inA4 5= 499 inA3 ;t1driCOrtipactiOn:,:: Mallow = 1248 kip-ft from left end M= kip-ft Fb= L3O ksi Mallow ( 1248 kip-ft ) At h= I= S= From Enercalc, At .;;;. from left end M= tn.1 1 41inch 11483 inA4 514 inA3 Mallow = 1286 kip-ft . from left end '; kip-ft Fb= Mallow ( 1286 kip-ft ) At At h= I= 5= From Enercalc, Mmax= : left end 452 445F. inch 11830 inA4 523 inA3 iNtitie-ohiffattiSte-tiOt Fb= k i Mallow = 1307 kip-ft from left end o.1 ovey :O. kip-ft Mallow ( 1307 kip-ft ) - At ;MAIM; f r 0 M left end h= !Ofa2 l nch 1= 12111 inA4 S= 530 inA3 Mallow = 1325 klp-ft From Enercalc, At 4:813. • from left end Fb= !! II II II II I I At • Mmax= '32r kip-ft --E..evei-2, from left end h= ... inc h I= 13054 inA4 S= 552 inA3 NcitiCOMP.a iePtiOn.: . _ Mallow = 1381 kip-ft From Enercalc, At .. from left end Fb= Mallow ( 1325 kip-ft ) At i left end At h = I= 5= „.0:011-30.?"ctStiOW4 Mallow = 1333 kip-ft From Enercalc, 4 - Mmax= from left end inch 12254 in"4 533 inA3 kip-ft Fb= ;ksi Mallow ( 1333 kip-ft ) At At — from left end P:4- 5 winch I= 12325 inA4 S= 535 inA3 n mpact-Sectiarr:, Fb= Mallow = 1337 kip-ft From Enercalc, • from left end . - Mmax= kip-ft ksi a little > Mallow ( 1337 kip-ft ) fb °toted ksi II !I II II II II I I I 1 " I I Mmax= 143 kip-ft a little > Mallow ( 1381 kip-ft ) At gr from left end From Enercalc, At 145 inch 1= 2933 inA4 s= 244 inA3 M= n0orripadSettiocrL' Mallow = 611 kip-ft - Th.ez-ufrom left end kip-ft Fb= ...... ksi Mallow ( 611 kip-ft ) At 1 17_6*.4 .4i:from left end h= MIES:0 inch 1= 8172 inA4 S= 427 inA3 acSectron Fb= From Enercalc, Mallow = 1067 kip-ft OV-e-st Qi At At M= h= = ` ='45 inch I= 11760 in ^4 S= 521 in ^3 :Mont From Enercalc, from left end from left end °mpact Section kip -ft Mallow = 1303 kip -ft Mallow ( 1067 kip -ft ) Fb= ksi II II I ! 1 III II II II II II II II ml At from left end M= ' 424. kip-ft a little > Mallow ( 1303 kip-ft ) ailed OlCi At from left end h= I= S= Mallow = From Enercalc, At M= &inch 12325 inA4 535 inA3 neQtriPaCt:Seetion 1337 kip-ft from left end Fb= ksi ----------- kip-ft a little > Mallow ( 1337 kip-ft ) At At from left end h = I= S = From Enercalc, inch 12906 inA4 549 inA3 neompa eel Mallow = 1372 kip-ft 0A2P-tr• left end Mmax= MT. kip-ft Fb= kS I a little > Mallow ( 1372 kip-ft ) 8b = 5 0 � �c z Ogr --r f g --� = (� )� ,fi if `�9'9f j ozE) C•�) Z _ Ccr } n-c Q $'�o! l. .` , z ��og)( � fi C �C s �iw J S�'1 b 1 ,, $b 1� c . 31ba Afl CIDIDHR3 o /- I V ' 3 iv° A8 a3illdPJOo ON.133H1 , _ 9 r ON 133(011,1 = 1 0-7 913 11 . O7 z = zr1 1C2 P f � ) )c) ( ( )C l'91) ( rZ , ) 1'91) = H .h - obi : c, ( ) O 7( 4r+ + (P8)C, ) t- (p )(,dz ) r 00 McYus �t4 �sxz icn '7 Z. 1— 1 • 1tiicbd 92 51':3 "1 I a .LO3(ONd HD Ij11AI3 I'` ii II GERRIE JACKSON 201 S JACKSON ST KSC -TR -0431 SEATTLE WA 98104 Dear Permit Holder: Sincerely, -or- Bill Rambo Permit Technician File: Permit File No. M09 -018 City of Tu 1a Department of Community Development RE: Permit No. M09 -018 12000 EAST MARGINAL WY S TUKW Based on the above, you are hereby advised to: The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. Thank you for your cooperation in this matter. ‘`*.c,s Jim Haggerton, Mayor Jack Pace, Director 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 Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 04/17/2010. 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. In the event you do not call for an inspection and /or receive an extension prior to 04/17/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6.300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 10 -01 -2009 GERRIE JACKSON 201 S JACKSON ST KSC -TR -0431 SEATTLE WA 98104 RE: Permit Application No. M09 -018 12000 EAST MARGINAL WY S TUKW Dear Permit Applicant: • City of Tukwila Department of Community Development Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 02/26/2009, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 11/23/2009. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, ‘ Bill Rambo Permit Technician File: Permit File No. M09 -018 Jim Haggerton, Mayor 67'00 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 July 14, 2009 Gerrie Jackson KC Dept of Transportation 201 S Jackson St, M/S KSC -TR -0431 Seattle, WA 98104 -3856 RE: Request for Application Extension #1 Mechanical Application No. M09 -018 Metro CSC Air Handler Replacement Dear Ms. Jackson, This letter is in response to your written request for an extension to Permit Application Number M09 -018. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will be extending the permit application expiration dates an additional 90 days, through November 23, 2009. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifer Marshall it Technician File: Permit No. M09 -018 • • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director W:\Perrnit Center\Extension Letters\Applications\2009%409 -018 Application Extension.doc jem A2111) Cnnth •ontor Rn,rlovnrd Cato 411 nn a Tr,L,u1i1, rd /echinntnn 012112A a Dhnnn• 9f._ ? ? A7n at L'....• 911!. All ?AAC LAI King County Department of Transportation Transit Division Design & Construction Section 201 South Jackson Street, M/S KSC -TR -0431 Seattle, WA 98104 -3856 Fax: (206) 684 -1900 July 9, 2009 Mr. Bob Benedicto Building Official City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 -2544 South Base Component Supply Air Handling Units 12000 East Marginal Way South Mechanical Permit Application No M09 -018 Dear Mr. Benedicto: By this letter King County Metro is requesting a 90 day extension of the above Permit application. The Project is currently being bid and we hope to have a Contractor selected within the 90 day timeframe. If you have any questions, please feel free to call me at (206) 684 -1334 or our Project Manager, Don Campbell at (206) 684- 1045. Sincerely, Gerrie ackson Real Property Agent Cc: Don Campbell • J X ok1 a te, 90 ve/ JUL 1 0 ION DEWItagt 07 -13-2 ,1[2-22101 07 -02 -2009 GERRIE JACKSON 201 S JACKSON ST KSC -TR -0431 SEATTLE WA 98104 RE: Permit Application No. M09 - 018 12000 EAST MARGINAL WY S TUKW Dear Permit Applicant: • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 02/26/2009, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 08/25/2009. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, CUIJAN Bill Rambo Permit Technician File: Permit File No. M09 -018 h ?nn Cnrrfhrnnfor Rnrrlvri,rd Cr,ita if inn s T.rL,allo id7..J. h..t.,., fD1DD nt, . 7nt A • 1 • vn - r_.._ enz wv• 7L C! ACTIVITY NUMBER: M09 -018 DATE: 02 -26 -09 PROJECT NAME: METRO CSC - AIR HANDLER REPLACEMENT SITE ADDRESS: 12000 EAST MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ul din Division Public Works Complete Comments: • ciuHO C V411 PLAN REVIEW /ROUTING SLIP n TUES/THURS RO TING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 uilL M A414)c. 3- S-c)9 Fire Prevention Structural Incomplete Structural Review Required DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Permit Coordinator DUE DATE: 03 -02 -09 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: nl No further Review Required DATE: DUE DATE: 03 -31-09 Approved I Approved with Conditions 4e Not Approved (attach comments) Li Notation: REVIEWER'S INITIALS: DATE: Planning Division Not Applicable u n u Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status HUYLAC *262DJ HUYLAR CONST CO INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 3/11/1974 10/5/2011 ACTIVE SWANSDL994B4 SWANSON DEAN /DAEWOO LLP CONSTRUCTION CONTRACTOR GENERAL UNUSED 1/24/2001 1/25/2001 ARCHIVED MCCAR * *033RH MCCARTHY CONSTRUCTION CONTRACTOR GENERAL UNUSED 12/8/1997 4/1/2001 ARCHIVED SDLMC**033CA S D L MCCARTHY CONSTRUCTION CONTRACTOR GENERAL UNUSED 2/1/1997 2/1/1998 ARCHIVED DEANHCL055PK DEAN HOUSLEYCONSTRUCTIONGENERAL COMPANY LLC CONTRACTOR UNUSED 10/12/19958/15/1998 ARCHIVED HUYLACC061P7 HUYLAR CONST /SDL CONST A JV CONSTRUCTION CONTRACTOR GENERAL UNUSED 10/27/199410/7/1996 ARCHIVED DEANBC *110KK DEAN BUILDING CORPORATION CONSTRUCTION CONTRACTOR GENERAL UNUSED 5/12/1989 5/10/1998 ARCHIVED SWANS * *120NA SWANSON- DEAN /DAEWOO PTRSHP, TH CONSTRUCTION CONTRACTOR GENERAL UNUSED 8/1/1988 1/3/2001 ARCHIVED TERROC *204CD TERROMEGA CORPORATION CONSTRUCTION CONTRACTOR GENERAL UNUSED 2/4/1980 3/31/1988 ARCHIVED WESTMDC230CZ WESTMARK DEVELOPMENT COMPANY CONSTRUCTION CONTRACTOR GENERAL UNUSED 2/9/1977 2/9/1985 ARCHIVED Untitled Page a General /Specialty Contractor A business registered as a construction contractor with Litt 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company EXPRESS CONST COMPANY INC 2062308500 355- 118THAVE SE STE 100 BELLEVUE WA 98005 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601547506 ACTIVE EXPRECC066LP CONSTRUCTION CONTRACTOR 6/17/1994 7/10/2011 GENERAL UNUSED Other Associated Licenses https://fortress.wa.gov/lni/bbip/Detail.aspx • Page 1 of 3 10/19/2009 EATTLE RENTON LAKE WASHINGTON MEDINA BELLEVUE MN MINI MI USW AIN MI NM NMI == UM NM MM OM NM MUM Mt Mal NOW NIL MUM NMI 5 NIL A A A No. Q MIS 431 41 VASHON ISLAND TACOMA .9 TYPICAL SECTION SCALE: 1 "= REFERENCING SYSTEM (1) THE SECTION IS CUT ON 0 a DES MOINE SECTION AND DETAIL A3.01 (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED: (3) DETAILS ARE CROSS- REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY LETTERS. VICINITY MAP NOT TO SCALE KENMORE KE REVISION DRAWING A101: SECTION LETTER ELEVATION LETTER / � DRAWING ON ON WHICH SECTION Al Or WAS TAKEN. BOMHELL AUBURN 0 ALGONA PACIFIC KING C PIER I a / .01 - DRAWING ON WHICH SECTION /ELEVATION APPEARS. SECTION LETTER SNOHOMISH CO. KING CO. REDMOND PRZJE°CT VICINI 0 ISSA UAH 0 MAPLE VALLEY BY 0 DUVALL BLACK DIAMOND CITY 0 CARNAT n PRESTON 0 SNOQU DRAWING NUMBERING SYSTEM KEY: C L A S M FP E T AREA LOCATION (FOR PROJECTS WITH MULTIPLE LOCATIONS) GENERAL NOTES DISCIPLINE G GENERAL CIVIL LANDSCAPE ARCHITECTURE STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL TROLLEY DISCIPLINE DESIGNATOR SEPARATOR C 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 .01 THE SCOPE OF THIS PROJECT INCLUDES REMOVAL AND REPLACEMENT OF EXISTING HEAT RECOVERY UNITS HRU -12A, HRU -13A, AND HRU -25A. NEW CURBS WILL BE PROVIDED WITH EACH UNIT. SUPPLY GRILLS FOR HRU- 12A/13A WILL BE REPLACED TO ACCOMODATE LOWER AIR VOLUMES. EXISTING CORAYVAC EQUIPMENT WILL BE RE- FURBISHED. 2. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 2006 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS. 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS. 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS. A COPY OF THE APPROVED PLANS, MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. 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 AND APPURTENANCES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 4. THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS REQUIRED TO PROTECT EXISTING BUILDING UTILITIES, EQUIPMENT AND APPURTENANCES REMAINING IN THE WORK AREA DURING CONSTRUCTION. 5. THE EXISTING ROOF PLAN HAS BEEN CREATED FROM THE RECORD, AND FROM FIELD DATA GATHERING BY KING COUNTY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND LOCATIONS PRIOR TO START OF WORK. 6. ALL DEMOLITION DEBRIS MUST BE DISPOSED OF LEGALLY, OFF SITE. WOOD HARBINGER, INC. 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com Mechanical /Electrical Engineers SEQUENTIAL DRAWING NUMBER WITHIN DISCIPLINE AND DESIGNATED CATEGORY REVISIONS No changes shall b dae mm a to the , ► a of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal I and may include additional plan review fees. By Date. l 14A 4; t4:410 0' 100 200' SCALE: 1" = 200' SEPARATE PERMIT REQUIRED FOR ©© MM t_ Cd i eectric al 63411bing Gas Piping City of Tukwila BANG DIVISION City Of lamb BUILDING DIVISION P P WAS I 31320 rs. -TONAL P EMPLOYEE PARKIN DEMOLITION & CONSTRUCTION NOTES: 1. REMOVE WALK PADS, INSULATION & ROOFING MATERIAL. REMOVE DESIGNATED EQUIPMENT TO EXPOSE CURBS FOR FLASHING INSTALLATION AS SPECIFIED IN THESE DRAWINGS. SALVAGE FOR REINSTALLATION. FELE CO Permit No. � ! . • Plan review approval is subject to errors and omisslons. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Reid py and Tons is acknowledged: DESIGNED: M LC DRAWN: MLC CHECKED: PHD RECOMMENDED: r 1 OPERATIONS SOUTH BASE BUS PARKING IIIIMMIS0111■1011•111MINS MOM ••■••• LOCATI O \ SCALE AS NOTED OWNER AGENT: BUILDING USE: SEISMIC, ZONE: CONSTRUCTION TYPE: REFERENCE: ASSESSOR'S PARCEL NO.: PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 CONTRACT NO: STORAGE COMPONENT SUPPLY CENTER PROJECT DESCRIPTION VAP KING COUNTY GERRIE JACKSON 201 S JACKSON ST MS KSC -TR -0433 SEATTLE, WA 98104 206 - 684 -1334 MAINTENANCE AND REPAIR FACILITY Ss= 1.494, 51=0.514, SITE CLASS D NOT APPLICABLE 2006 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS ADDRESS: 12000 EAST MARGINAL WAY S 7340600421 0 C C AI - -?,]EPT.ACIVI' NT SCALE: AS NOTED SITE LOCATION NO: ONE INCH AT FULL SIZE 1 ,. IF NOT ONE INCH, SCALE ACCORDINGLY CONTRACTOR STAGING AREAS 20'x50' STAGING AREA 45'x130' STAGING AREA SHEET INDEX SHEET DRAWING NUMBER DESCRIPTION 1 2 King CO ..f, ntyr Department of Transportation 3 7 8 9 10 11 M1.02 12 M1.03 13 M1.04 14 M1.11 15 M1.12 16 M1.13 17 M1.14 18 M5.01 19 M6.01 20 M6.02 21 E0.01 22 E1 .03 23 E1.04 24 E1.13 25 E1.14 26 E5.01 27 E6.01 G0.01 G0.02 Al 01 A5.01 A5.02 50.01 S1.01 S2.01 M0.01 M1.01 Nh:Nr GENERAL INFORMATION KEY PLAN MO9OI8 RL ARCHITECTURAL ROOF PLAN ARCHITECTURAL ROOF DETAILS ARCHITECTURAL ROOF DETAILS GENERAL STRUCTURAL NOTES STRUCTURAL PLANS STRUCTURAL DETAILS MECHANICAL LEGEND L2 NORTHEAST HVAC & PIPING PLAN - DEMOLITION L2 NORTHWEST HVAC & PIPING PLAN DEMOLITION RL NORTHEAST HVAC 8c PIPING PLAN DEMOLITION RL NORTHWEST HVAC & PIPING PLAN - DEMOLITION L2 NORTHEAST HVAC & PIPING L2 NORTHWEST HVAC 8c PIPING RL NORTHEAST HVAC Bc PIPING RL NORTHWEST HVAC 8c PIPING MECHANICAL DETAILS MECHANICAL SCHEDULES CONTROL DIAGRAMS PLAN PLAN PLAN PLAN ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES RL NORTHEAST ELECTRICAL PLAN DEMOLITION RL NORTHWEST ELECTRICAL PLAN DEMOLITION RL NORTHEAST ELECTRICAL PLAN RL NORTHWEST ELECTRICAL PLAN ELECTRICAL DETAILS ELECTRICAL SCHEDULES sL �ING Iv ETRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT GENERAL INFORMATION CODE REVIEWED FOR APPROVED MAR 0 6 2009 �� City of Tukwil BUILDING DIVISION P NI r RECEIVED FEB 26 2009 PERMIT CENTEI DATE: 1/28/09 DRAWING NO: 00.01 SHEET NO: OF 1 27 ui � > - W 0 0 6 0 - CO I CJ Ca 7") . mE O C.7N o o C; • � o 0 Q / N 0 N 0 C N p i(1.) 0 c o 0. W o �- N LLI mo o • c� xa_ 0 cn J W c LLI Z ro __J F) � o _CO -0m CY) N o v Q 0 0 2 cn „/ CD rn 0 0 f��rN N - 0 0 0 N N 06 0 r � 0 c� x NO NTRACT — — -- — • ' — - - -. , sir KEY PLAN SCALE: 1"=200' — 0 100 200 1 „_200'_0" REVISION BY APP'D DATE D HARBINGER, INC. 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com Mechanical /Electrical Engineers DESIGNED: M LC DRAWN: WHB CHECKED: PHD APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 RECOMMENDED: PROJECT MANAGER: D. CAMPBELL CONTRACT NO: SCALE:. 1 " =200'_0" SITE LOCATION NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King C Department of Transportation METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT KEY PLAN DATE: 1 /28/09 DRAWING NO: 60.02 SHEET NO: OF 2 27 EXISTING LOW POINT OF. ROOF AT DRAIN MATCHLI E DEMO EXIST. WALK PADS PROVIDE NEW AS NECESSARY FOR COMPLETE ACCESS. PER MECHANICAL XIST. W LK PADS A5.01 A5.01 0.250:12 SLOPE (V RIFY) 2"G DN SLOPING RIDGE DEMO EXIST. ROOFING & TO INS ALL CURBS, TYP. INSULAr AS NEEDED 0.250:12 SLOPE (VERIFY) HIGH POINT • SLOPING RIDGE WALK P DS CRICKET 0. MIN. SLOPE CRICKET 0.5:1 MIN. SLOPE LOW PO N DRAWN: DESIGNED: CHECKED: WALK PADS HVAC EQUIPMENT PER MECHANIC PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T-46 SCALE: 1 /8 " = 1 SITE LOCATION NO: SLOPING RIDGE HIGH POINT-I DEMO EXIST. WALK PADS CANT, TYP. SLOPING RIDGE DEMO EXIST. ROOFING & INSULATION AS NEEDED TO INSTALL CURBS. .250:12 L PE (VERI EMO EXIST. ROOFING & INSULATION AS NEEDED TO INSTALL CURBS. No. REVISION BY DATE DKA planning architecture interior design design management 106 Lenora Street Seattle, WA 98121 PHONE (206) 443-9939 FAX (206) 443-9891 www.dkarch.com 0 0 C 0 0 C\I 0 - L() cN 0 48 RECOMMENDED: PARTIAL ROOF PLAN SCALE: 1 /8"= 1 '-0" CONTRACT NO: NE ONE INCH AT FULL SIZE ^ IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation SHEET NOTES 0 ALIGN NEW HRU EXISTING SUPPLY SEE MECHANICAL Cli) PROVIDE FLANGE PER DETAIL. SEE RI_ ARCHITECTURAL ROOF PLAN SUPPLY DUCT WITH DUCT AND RECONNECT. DRAWINGS. FOR EXHAUST DUCT MECHANICAL DRAWINGS. ARCHITECTURAL NOTES 1. REMOVE EXISTING HVAC UNIT AND ACCESSORIES PER MECHANICAL PLANS. METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT 2. DEMO CURBS & FLASHING AND ROOFING INCLUDING INSULATION, CANTS, WALKPADS, COVERBOARD AND WALKPADS AS NECESSARY TO INSTALL NEW HVAC UNITS. 3. REFER TO STRUCTURAL FOR NEW CURB SUPPORT. 4. PATCH AND REPAIR PENETRATIONS FROM VACATED ASSOCIATED EQUIPMENT. 5. PROTECT EXISTING ROOF AND PROVIDE ACCESS FOR WORKERS PER SPECIFICATION. 1 01 8 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 06 2009 BUILDING DIVISION City of Tukwila RECEIVEP FEB 26 2009 PERMIT GENTL; DATE: 1/28/09 DRAWING NO: • A1.01 SHEET NO: OF 3 of 27 wisime imuummmimmmmunnnnnm 1111111111111111111111 111111111111111111111111 I 1/2 CONDUIT ROOF PENETRATION >, rio‘ FEATHER GRANULATED COVER SHEET WITH 5 COURSE REINF.(TYP) 3' - o" PREPARE EXIST ROOF & LAP OVER EXIST ROOF CEMENT OR SEALANT — EXISTING ROOF ASSE VAPOR RETARDER 3" STEEL DECKING (EX NOTE: ALL NEW MATERIALS TO MATCH EXISTING. CONDUIT OR PIPE THRU ROOF SIZES LESS THAN 4" 1"x 16 GA SS CLAMP W/ SS BOLT NUT & WASHER SOLDERED LEAD JACK HOT APPLIED 4 -PLY GRAVEL- SURFACED BUR SYSTEM TO MATCH EXIST. RIGID INSULATION TO MATCH EXISTING. CUT HOLE 1" LARGER THAN PIPE (5" MAX.) DETAIL SCALE: 3 " =1 SEALANT (ALL AROUND) - WATERTIGHT SHEET METAL RAIN COLLAR OVERLAPPING FLASHING COLLAR BY 3 -4 INCHES BLY ST) No. REVISION BY APP'D DATE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII p IIIIIIIIIIIIIIIIIIuuuIWli ppiplI f L' _ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII FEATHER GRANULATED COVER SHEET RIGID INSULATION TO MATCH EXISTING. I— z NOTE: FIELD ADJUST LOCATION TO ACCOMMODATE BOLT PATTERN ON METAL DECKING RIBS. P.T. WOOD CURB CANT TO BRAC CURB WOOD NAILERS CUT BACK EXISTING INSULATION 14x14x3/16 STEEL PLATE 3/16 STEEL PLATE ON EXIST. METAL DECK 1' -5" 8c ROOFING AS NEEDED FOR CURB INSTALLATION STANCHION SUPPORT FOR DISCONNECT SWITCH DETAIL SCALE: 3 " =1' -0" HEAVY DUTY DISCONNECT SWITCH —PER ELECTRICAL. G.F.I. RECEPTACLE IN WEATHERPROOF BOX WITH A "WEATHERPROOF WHILE IN USE" COVER — ONLY WHERE SHOWN ON DRAWINGS - PER ELECTRICAL. SEALANT ALL AROUND 1" x 16 GA SS CLAMP WITH SS BOLT NUT AND WASHER ALUMINUM STORM COLLAR FLASHING LAP & SEAL AT JOINT SHEET METAL DUCT FLASHING LAP 1" RIVET AND SEAL STAINLESS STEEL GASKETED FASTENERS © 16" O.C. MIN.TWO FASTENERS PER SIDE MODIFIED BITUMEN BASE FLASHING ASSEMBLY HOT APPLIED 4 —PLY GRAVEL — SURFACED BUR SYSTEM TO MATCH EXIST. \ U/ ROOFING (EXIST) 3" STEEL DECKING (EXIST) DKA planning architecture interior design design management 106 Lenora Street Seattle, WA 98121 PHONE (206) 443 -9939 FAX (206) 443 -9891 www.dkarch.com DESIGNED: dd DRAWN: dd CHECKED: RECOMMENDED: PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 CONTRACT NO: SITE LOCATION NO: ONE INCH AT FULL SIZE 1 » I IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation 0 t)1‘ DI REAR AND TOP VIEWS DETAIL - c - SCALE: 3 " =1 ' -0" METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT ARCHITECTURAL ROOF DETAILS HEAVY DUTY DISCONNECT SWITCH —PER ELECTRI CAL. PROVIDE CAP ON SUPPORT STANTION PER ELECTRICAL. STEEL "C TYPE CHANNEL BOLTED TO PIPE STANTION WITH 1"X16 GA SS CLAMP AND SS BOLT, NUT AND WASHER (TYP) REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION STANCHION SUPPORT RECEIVED FEB 26 2009 PERMIT CENTER DATE: 1/28/09 DRAWING NO: A5.01 SHEET NO: OF 4 of27 N SHEET METAL FLASHING SHEET METAL COUNTER— FLASHING PERLITE CANT HOT APPLIED 4 -PLY GRAVEL — SURFACED BUR SYSTEM TO MATCH EXIST. CUT OUT & REPLACE EXIST. ROOFING AND INSULATION AS NEEDED TO INSTALL NEW CURB CUT EXISTING ACOUSTICAL PANELS AND INSTALL NEW METAL FRAMING TO MATCH EXISTING WHERE STRUCTURAL MEMBERS BISECT PANELS. REVISION MECHANICAL CURB DETAIL SCALE: 3"=1'— BY Er APP'D DATE MECHANICAL UNIT (SEE MECHANICAL DRAWINGS) • r lotoriezol Ip IIIIIIIIIIIIilllilllllllllllllllilllllllllllllllllllllllllilllllilllllllllllllllllllllllllilllllllllllllllllllllllllll) �eieieieiei�i • �I►��eee� I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII i e ie i e i e ie i e i� i e i� P.T. WOOD BLOCKING (BY CURB MFR.) CUT OFF EXISTING DUCT PER MECHANICAL PRE - MANUFACUTED CURB TO MEET SEISMIC LOADS (SEE SHOP DRAWINGS) R-19 RIGID INSULATION P.T. WOOD BLOCKING 2" FIBER BOARD, TYP. SHEET METAL COLLAR W/ SEALANT CONNECTOR PER CURB MFR.'S SHOP DRAWING C CHANNEL PER STRUCTURAL DKA planning architecture interior design design management 106 Lenora Street Seattle, WA 98121 PHONE (206) 443 -9939 FAX (206) 443 -9891 www.dkarch.com PLENUM AREA e �e�� ' � IIII 1 Augs -� I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII DESIGNED: dd DRAWN: dd CHECKED: RECOMMENDED: U) w 0 EXISTING ACOUSTICAL PANELS & METAL FRAMING BEYOND. PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 CONTRACT NO: SHEET METAL FLASHING 1/2" MIN. OVERHANG STAINLESS STEEL GASKETED FASTENERS © 16" O.C. MODIFIED BITUMEN BASE FLASHING ASSEMBLY HOT APPLIED 4 -PLY GRAVEL—SURFACED BUR SYSTEM TO MATCH EXIST. SCALE: 3 ,, 1 -0,, SITE LOCATION NO: ONE INCH AT FULL SIZE 1 �, I. I IF NOT ONE INCH, SCALE ACCORDINGLY ROOFING (EXIST R -21 RIGID INS LATION 3" STEEL DECKI G (EXIST) -CUT OUT & REPLACE EXIST ROOFING AND INSULATION AS NEEDED TO INSTALL NEW CURB King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT ARCHITECTURAL.. ROOF DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 06 2009 City of Tulcwila BUILDING QIVISION RECEIVED FEB 262009 PERMIT CENTER DATE: 1/28/09 DRAWING NO: A5.02 SHEET NO: OF 5 of 27 BACKGROUND: PURPOSE: • REPLACE EXISTING HEAT RECOVERY UNITS HRU -12A, HRU- 13AAND HRU -25A WITH NEW UNITS REFERENCES: • CRITERIA: AS -BUILT DRAWINGS PREPARED FOR METRO DATED JULY, 1989 AS -BUILT DRAWINGS PREPARED BY DE LEUW, LATHER & COMPANY, DATED SEPTEMBER, 1977 GOVERNING CODE: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND INTERNATIONAL BUILDING CODE, 2006 EDITION AS MODIFIED BY STATE AND LOCAL JURISDICTION, (SBC - SEATTLE BUILDING CODE) DESIGN LOADS: DEAD: STRUCTURE & BUILDING APPROXIMATE MATERIAL WEIGHT LIVE: ROOF 20 PSF SNOW: ROOF 25 PSF SNOW, EXCEPT PORTION OF MAINTENANCE & NRV BLDG 250 PSF PER AS BUILT DRAWING SEISMIC: Ss 1.5 g S1 0.5g SITE CLASS D VERIFICATION: CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO FABRICATION AND COMMENCING ANY WORK. NOTIFY THE PROJECT REPERSENTATIVE ABOUT ANY DISCREPANCIES. ALL EXISTING DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE DRAWINGS, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE PROJECT REPERSENTATIVE PRIOR TO COMMENCING ANY WORK. SHORING: CONTRACTOR SHALL PROVIDE NECESSARY MEASURE TO TEMPORARY BRACE, SHORE AND /OR STABILIZE THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. COORDINATION: REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR OPENINGS, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL EQUIPMENT SUPPORT LOCATIONS. MISCELLANEOUS: DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF THE CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE PROJECT REPRESENTATIVE. REFER TO SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THE GENERAL NOTES. QUALITY ASSURANCE PLAN: GENERAL STRUCTURAL NOTES THE FOLLOWING NOTES APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS OR SPECIFICATIONS. THE MORE RIGOROUS REQUIREMENTS APPLIED. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION AGENCY IN ACCORANCE WITH CHAPTER 17 OF THE SBC WITH REPORTS PER SBC SECTION 1704.1.3 SUBMITTED TO THE PROJECT REPRESENTATIVE FOR EACH DAY SPECIAL INSPECTIONS OR TESTING IS PERFORMED. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN SBC SECTION 108. SEE TABLES BELOW FOR ADDITIONAL INFORMATION. STRUCTURAL ITEMS SPECIAL INSPECTION FREQUENCY STRUCTURAL STEEL FABRICATION AND ERECTION* FABRICATION PROCEDURES PERIODIC ERECTION PERIODIC SHOP AND FIELD WELDING CONTINUOUS (PERIODIC WHERE PERMITTED PER SBC 1704.3 ITEM 4 & 5A) HIGH - STRENGTH BOLTING PERIODIC (CONTINUOUS WHERE REQUIRED PER SBC 1704.3.3.3) SBC REFERENCE 1704.3 & TABLE 1704.3 ITEM 3 1704.3.2 & TABLE 1704.3 ITEM 6 1704.3.1, TABLE 1704.3 ITEM 4 & 5A, 1708.4, & AISC 341 -02 SECTION 11 1704.3.3 & TABLE 1704.3 ITEM 1 & 2 * STRUCTURAL STEEL INSPECTIONS MAY BE WAIVED IF APPROVED BY THE OWNER AND BUILDING OFFICIAL FOR WORK PERFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION IN ACCORANCE WITH SBC SECTION 1704.3. STRUCTURAL STEEL: SPECIFICATIONS: DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE FOLLOWINGS: ANSI /AISC 360 -05 — SPECIFICATIONS FOR STRUCTURAL STEEL FOR BUILDINGS SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 2004 EDITION AISC 303 -05 — CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES STRUCTURAL STEEL AND BOLT SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: . TYPE OF MEMBER ASTM FY WIDE FLANGE. A992 50 KSI PLATES, ANGLES, CHANNELS, ROD............ A36 36 KSI PIPE... A53 (TYPE E OR S, GR. B) 35 KSI TUBE (SQUARE OR RECTANGULAR HSS)...... .A500 46 KSI ANCHOR BOLT OR ANCHOR ROD... F1554 (GRADE A) 36 KSI HIGH STRENGTH BOLT... ... A325 -N CONTRACTOR SHALL PROVIDE MILL CERTIFICATE THAT VERIFIES THE STEEL SECTIONS AND BOLTS FOR THE PROJECT COMPLY WITH APPLICABLE ASTM STANDARDS. NO OPENINGS IN THE STEEL BEAMS TO BE PROVIDED UNLESS SHOWN ON THE DRAWINGS. PROVIDE 1/4 INCH DIAMETER DRILLED WEEP HOLES AT THE LOW POINT OF ALL TUBE AND PIPE SECTIONS. ANCHOR BOLT OR ROD SHALL BE HOT DIPPED GALVANIZED. SPECIAL INSPECTION REQUIRED. SET ALL ANCHOR BOLTS BY TEMPLATE. TYPICAL BOLTED CONNECTIONS SHALL BE BEARING TYPE WITH THREAD INCLUDED IN THE SHEAR PLANE. SNUG TIGHTEN ALL BOLTS UNLESS INDICATED TO BE SLIP CRITICAL (SC) OR PRETENSION (PT). WELDING SHALL BE CONFORM TO AISC AND AWS D1.1 STANDARDS, AND THE FOLLOWING REQUIREMENTS: • PERFORMED BY WABO CERTIFIED WELDERS FOR ROD AND POSITION • USE E70XX SERIES ELECTRODES • USE PRE - QUALIFIED WELDS AS DEFINED BY AWS • USE 3/16" MINIMUM CONTINUOUS FILLET WELD UNLESS NOTED OTHERWISE ON THE DRAWINGS ABBREVIATION INDEX: ANCHORBOLT BM CONC DIA EX EXIST GA O.C. P/C RC REINF SIM TYP BOLT BEAM CONCRETE DIAMETER EXISTING EXISTING GAUGE ON CENTER PRECAST REINFORCED CONCRETE REINFORCEMENT SIMILAR TYPICAL rl 09- 018 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION RECEIVED FEB 2 6 2009 PERMIT CENTER No. REVISION BY APP'D DATE P CIvILTEcH DESIGNED: YZL DRAWN: JR CHECKED: DCO RECOMMENDED: PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 CONTRACT NO: SCALE: NO SCALE SITE LOCATION NO: ONE INCH AT FULL SIZE 1" I I IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation GE METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT FERAL STRUCT RAL OTES DATE: 1/28/09 DRAWING NO: S0.01 SHEET NO: OF 6 27 LC) 0 O N W12x40 W12x27 W12x27 0 N W12x27 0 in N r-H O N co U w 0 00 0 W 0 N - 0) • x N U I N DETAIL A/S2.01 TYP W12x27 DETAIL B/S2.01 TYP 00 U 0 I-I W12x27 20' -0" SEE DETAIL A/52.01 TYP • W12x27 SEE DETAIL B/52.01 TYP 0) X N X N d 7 N 00 0 W 0 x N CN N 10 to N TSB -1 6 1/4 "± TSB -4 x N_ w 7 N 5' -0" F4CE /C8 TSB -4 ACE /C8 2 3/4"± 0) x N TSB— TSB -2 SEE DETAIL D/52.01 TYP 0 20' -0" BODY SHOP HRU -12A NEW SUPPORT LAYOUT SCALE: 1/8"=1'-0" x N X N 1 C8x11.5 TYP 0 x N 0) x N O cV HRU -25A 16,6 0 LB DETAIL B /52.01 CUT AND REMOVE NORTH PORTION OF EX. C8 Ln 0 0 HRU -12A 16,000 LB • b A X N 0) x N 0) N N O i 0) x i 0) 4' -8 FACE /C8 0) x HAZARDOUS WELD HRU -25A NEW SUPPORT LAYOUT SCALE: 1/8"=1'-0" 20' -0" X N X N x N FACE /C8 4' —1 1/4 "t 1 3/4"± NEW C8x18.75 TYPICAL C8x18.75 TYPICAL REMOVE AS NEEDED G S2.01 x N x N C8x18.75 AL TO REMAIN, NEW C8x18.75 TYPICAL X N 1/2" REINFOI CE R.. BOTH SIDES, ONT. 1 1/4" REINFORCE FL ONE SIDES, CONT. ONG GL TYP C8x18.75 LONG GL TO BE REMOVED AS NEEDED, TYP 20' -0" W12x27 0) x N X N C8x11.5 TYP 1 1/4" REINFORCE F. ONE SIDES, CONT. 0) x N 0 f— W12x40 W12x58 W12x58 W12x58 0 O N 0 N W12x27 W12x27 -H W12x27 r' 0 TSB -4 x N SEE DETAIL A/S 2.01 TYP SEE DETAIL B /S2.01 TYP X N C8x11.5 TSB -4 5 5/16 "± 5' -0" X N FACE /C8 TSB -3 x N 0 m x N X N X N HRU -13A 16,000 LB NEW C8118.75 TYPICAL N 0 CN FACE /C8 4' -9 x N 3/16"± DETAIL B /S2.01 CUT AND REMOVE NORTH PORTION OF EX. C8 BODY SHOP HRU -13A NEW SUPPORT LAYOUT SCALE: 1/8"=1'-0" x N X N C8x18.75 TYPICAL REMOVE AS NEEDED N 1 /2" BOTH REINFORCE FL SIDES, CONT. 1/2" REINFORCE F. BOTH SIDES, CONT. N U F- W12x58 W12x58 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION o (� RECEIVED FEB 2 6 2009 PERMIT CEN TE No. REVISION BY APP'D DATE CIVILTECH dad DESIGNED: YZL DRAWN: JR CHECKED: DCO RECOMMENDED: PROJECT MANAGER: D. CAMPBELL CONTRACT NO: SCALE: AS SHOWN APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T--46 SITE LOCATION NO: ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT STRUCTURAL PLA \S DATE: 1/28/09 DRAWING NO: 51.01 SHEET NO: OF 7 27 7 Z ADD CONT. R 1/2" T & B> 5/16 5 " ©12" R 3/8 "X6 "XO' -6" W/ (2) -7/8" DIA A325 BOLTS ©3" O.C. DETAIL SCALE: NOT TO SCALE EX TSB -1, TSB -3 & TSB - 4 5" SECTION SCALE: 1 1 /2" = 1 W12x19 A S2.01 5" EXISTING W12x27, TSB -1, TSB -2, TSB -3, OR TSB -4 TOP FLANGE NOT SHOWN FOR CLARITY 1 /2 " C8 ADD CONT. R 1 1/4" T & B >5/16 NEW OR EX W12 TOP FLANGE NOT SHOWN FOR CLARITY L4 x 3.5 x 5/16 11 5 " ®12" I EX TSB -1 & TSB 2 TYPICAL CONNECTIONS DETAIL SCALE: NOT TO SCALE SECTION F N SCALE: 1 1/2" = 1' -O" S2.01 CONT. R NEW OR EX C8 RT& ETURN B 1/2">1/4y 1 -0" EX TSB BM SECTION SECTION SCALE: NOT TO SCALE Eg w Lisp Li W z &5 z� w w� �- w <cD <0 cn ' V) 1 1' r—' G SCALE: 1 1/2" = 1' —O" S2.01 L 4 x 3.5 x 5/16 x 5.5" LONG 7/8" DIA A325 BOLTS 3" O.C. NOTCH CONT. FE. AT BM INTERUPT IS TYP> 5/16 5/16 TYP EX OR NEW BM W BM IS SHOWN, SIMILAR AT LOCATION WHEN OTHER BM OR BRACE MEMBER INTERRUPT W/ CONT. REINF. FL EX 2 1L -5x3 1/2X3/8, REPLACE W/ NEW MEMBER AS NEEDED 11 EX TSB -1, TSB -3 & TSB 4 5" 3/8" It DETAIL SCALE: NOT TO SCALE SECTION 11 tf SCALE: 1 1/2" = 1'— 11 W12x19 C8x18.75 SIM. H 11 S2.01 3-7/8"0 BOLTS © 3" O.C. 5/16 5/16 5/16 V CONT. FE 1 1/4" If EX TSB -1 & TSB 2 11 SECTION SCALE: 1 1 /2" = 1'— Mo -o 8 11 R 1" J S2.01 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION RECE M FEB 26 2009 pERNIIT CENT t. No. REVISION BY APP'D DATE CIVILTECH DESIGNED: YZL PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 DRAWN: JR CHECKED: DCO RECOMMENDED: CONTRACT NO: SCALE: AS SHOWN SITE LOCATION NO: ONE INCH AT FULL SIZE 1" I IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT STRUCLI RAL DFTAILS DATE: 1/28/09 DRAWING NO: S2.01 SHEET NO: OF 8 27 GENERAL SYMBOLS LIGHT LINE INDICATES BACKGROUND LIGHT LINE INDICATES EXISTING WORK HEAVY LINE INDICATES NEW WORK MATCHLINE OR PROPERTY LINE LIGHT LINE WITH HEAVY X - INDICATES EXISTING WORK TO BE REMOVED EXISTING WORK TO BE ABANDONED DIFFUSERS AND GRILLES is GRILLE CALLOUTS EF -2 Q PIPING COND ICHLR -1I DUCTWORK SUPPLY GRILLE /REGISTER (SG /SR) CEILING EXHAUST GRILLE /REGISTER (EG /ER) DIFFUSER AND GRILLE CALLOUTS TYPE: ER EXHAUST REGISTER SR = SUPPLY REGISTER DESIGN CFM INDICATES SIZE, ONE NUMBER INDICATES SQUARE (10 "X10 ") EQUIPMENT TYPICAL EQUIPMENT DESIGNATION (EXHAUST FAN SHOWN) FILTER PIPING GAS DRAIN (INDIRECT) GATE, BALL, BUTTERFLY VALVE SEE SPECIFICATIONS PIPING AND AIRFLOW DIAGRAMS TYPICAL EQUIPMENT DESIGNATION (CHILLER, COOLING COIL SHOWN) PLUG FAN (SHOWN WITH VARIABLE INLET VANES AND PNEUMATIC ACTUATOR) REVISION BY APP'D DATE WOOD H A R B I N G E R , IN C. 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com INSTRUMENT TWO POSITION ACTUATOR SUMMARY ALARM AMPERAGE AIR FLOW MEASURING STATION CARBON DIOXIDE SENSOR DIFFERENTIAL PRESSURE SWITCH ENABLE /DISABLE MODULATING ACTUATOR PARTICULATE SENSOR REVOLUTIONS PER MINUTE SPEED START /STOP COMMAND TEMPERATURE SENSOR /TRANSMITTER VOLATILE ORGANIC COMPOUND SENSOR Mechanical /Electrical Engineers ABBREVIATIONS AFBI BTU CFM DEG DISCH DN E.A. EF ENT F FPM G IN LVG MAX MBH MOD N.0 O.A. OPNG POC R.A. RPM AIRFOIL BACKWARD INCLINED BRITISH THERMAL UNIT CUBIC FEET PER MINUTE DEGREE DISCHARGE DOWN EXHAUST AIR EXHAUST FAN ENTERING FAHRENHEIT FEET PER MINUTE GAS INCHES LEAVING MAXIMUM THOUSAND BTU PER HOUR MOTOR OPERATED DAMPER NORMALLY CLOSED OUTDOOR AIR OPENING POINT OF CONNECTION RETURN AIR REVOLUTIONS PER MINUTE S.A. SUPPLY AIR SF SUPPLY FAN S/S START /STOP VFD VARIABLE FREQUENCY DRIVE WG WATER GAGE DESIGNED: MLC DRAWN: MLC CHECKED: DPP RECOMMENDED: PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 CONTRACT NO: MECHANICAL NOTES: THE FOLLOWING NOTES APPLY TO ALL MECHANICAL DRAWINGS. ADDITIONAL MECHANICAL NOTES MAY BE INDICATED ON EACH MECHANICAL DRAWING. REFER TO ARCHITECTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING EQUIPMENT CURB DETAILS. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT SUPPORT ETC. MOTORS USED WITH VARIABLE FREQUENCY DRIVES SHALL BE "ULTRA —HIGH EFFICIENCY" TYPE AS SPECIFIED IN SECTION 20 02 00. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL (VOLTAGES, ETC.) ALL HVAC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH SPECIFICATION SECTION 20 05 93 AND WSEC CHAPTER 14 SECTION 1416.3. COORDINATE DEMOLITION WORK WITH ARCHITECTURAL DRAWINGS. IF REQUIRED FOR INSTALLATION OF PIPES, DUCTS, AND EQUIPMENT, PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMNS, JOISTS, AND STRUCTURAL FRAME TO MEET SUPPORT REACTIONS (FORCES, MOMENTS, DEFLECTIONS). STRUCTURAL MEMBERS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS, AND SHEAR WALLS, UNLESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. DUCTS AND PIPES INDICATED WITHOUT DIMENSIONS SHALL BE SIZED PER PRECEDING UPSTREAM DUCT AND PIPE SECTIONS. 10. REFER TO PIPING DIAGRAMS AND DETAILS FOR REQUIRED FITTJNGS, VALVES, ETC: FLOOR PLANS AND SECTIONS INDICATE EQUIPMENT LOCATIONS AND GENERAL PIPE ROUTING ONLY 11. COMMISSIONING SHALL BE IN ACCORDANCE WITH WSEC CHAPTER 14 SECTION AND SPECIFICATION SECTION XX XX XX: REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION MD RECEIVED 'FEB 2 6 2009 PERMIT CENTER SCALE: NONE SITE LOCATION NO: ONE INCH AT FULL SIZE I I IF NOT ONE INCH, SCALE ` ACCORDINGLY CHARACTERISTICS OF Kin Department of Transportation MECHANICAL EQUIPMENT 1416.4 METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT MECHANICAL LEGEND DATE: 1/28/09 DRAWING NO: MO.01 SHEET NO: OF 9 27 14x3OS UP W/ TURNING VANES • TRANSITION TO 12x20 UP TO HV -16 MOTORIZED TAIL- PIPE EXHAUST REEL (TYP 3 PLACES) 14x30E UP W/ TURNING VANES, TRANSITION TO 14x38E UP TO HV -16 GAS FIRED BURNER UNIT (TYP) MATCHLINE SR 28x24 2500 CFM REVISION TAILPIPE EXHAUST SYSTEM FAN WITH LIGHT 23x84 UP TO HRU -12A' 21x14E DATE 28x74 DOWN FROM HRU -12A '. 14x 14E 60x28 SCALE: 1/8 " =1' -0" ER -1 22x10 835 CFM (TYP 3 ) 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com Mechanical /Electrical Engineers 14X20 UP 42x16E \- 24x16E ER -1 22x10 835 CFM (TYP 3) \- 24x12E _ / 14x18 UP&DN 66x20E SD -2 18x18 1385 CF (TYP 4) \-20x125 r 16x10E SD -1' 160 690 FM (TYP 2) 42x28 TRANSFER 25x16S 10x16E DN (TYP 2)- 16x10E /-18x12E 20x 14E 20x14E G 28x18E 48x16S DESIGNED: M LC DRAWN: MLC CHECKED: PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 King County Department of Transportation SHEET NOTES DEMOLISH EXISTING 36x22 SUPPLY REGISTER. COORDINATE DEMOLITION WITH NEW WORK SHOWN ON DRAWING M1.11. 20 DEMOLISH EXISTING GAS PIPE UP THRU ROOF. COORDINATE DEMOLITION WITH NEW WORK SHOWN ON DRAWING M1.11. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT RECEIVED FEB 26 2009 PERMIT CENTER DATE: 1/28/09 DRAWING NO: RECOMMENDED: CONTRACT NO: ONE INCH AT FULL SIZE 1 " IF NOT ONE INCH, SCALE ACCORDINGLY L2 NORTHEAST - HVAC & PIPING PLAN - DEMOLITION SHEET NO: OF 10 27 34X34 UP W/ TU .c.1111:117o►.c v ► /►.► /► ■/► ■/► om /► �i ��1►� rs m ► s► t► �►► t � e s► �► t C• /►� /cive /► . /► ■t► ■∎1 ♦ '� uI • I I in "D!I1 i\ I ►!/1 ►III FO �I�) .2rA 1., mop /1 32X32 11 -_ imit_ilit I• i ' �� 18 " TOD UEi' I A. ® • s �b:�ll►�� ®fie• - DN 4� 1►��►��I�� I►:� M /►N ► ■t► ■t► t► ■ ■∎ ∎∎MilE CIIMM► •I121 itTm►� irm ∎ G V ∎�!*e ►� r � ►∎ ►� ► ■� ∎ � 32X r "nl_ ►..6 -hd __s-i �__ 18 5 t om/% 0� • O ®/ 18 1 'TOD 1 ilM I�i�i�i 7d► . • • 2X32 18' 6 "TOD 6x12R 20 3' OD MATCHLINE 30x14S UP W/ TURNING VANES . TRANSITION TO 20x12 UP TO HV -17 14x30E UP W/ TURNING VANES, TRANSITION TO 14x38E UP TO • HV -17 18X18S N VANES 24X12E 34X34 '6 "TOD REVISION 24x83 UP TO HRU -13A 16x30 DN 1-1/2" / 11x22 ES M 18x8 DN 30x14E 24x83 UP TO HRU -25A 11x22 DROP TYP 10 PLCS 21x14E APPROX 20X80E UP 18x22 30X30E 30X24E 8'8 "BOT 14x14E 46x18 14x10 ME 11 .1E_ E EXIST 17x17S DN FROM XST 18x8 DN W EXIST 24x2..R DN / 24X12 HV -4 (SEE NOTE 1) FROM NV-4 (SEE 16x10 GRILLE ®10' AFF 15'9 "BOD NOTE 1) 1050 CFM (TYP 2) 3 - /2 " o TYP 7 DOWN FROM HRU -13A 24X12E G ER -1 22x10 835 CFM >L (TYP 3) 18X24 34X 4 18' "TOD 24X12 IN VERT DROP (TYP 14 PLACE ) 34X34 UP 15'8 BOTTOM OF PLENUM RETURN REGISTER 3 PLACES TRANS TO 14x38E UP TO HV -15 W/ 43x43S UP TO TURNING VANES AM -2, TRANSITION DN TO PAINT BOOTH PL NUM CO NECTIONS - 14x12E G 28x30 20x14E DN 18x10 Ox 14E-- LUX ILJ SD -1 160 \ 700 CFM (TYP 6) 16X10E 32x14E 0 % S i r/ f • 12X10E DN 12x1 S DN n 16�1'.10..I 1l 1167 105 A � � 12x105 j I row irrsiriiirrrriiii �2S 14E '®mrr • k 3 v R 10x8S DN 16x9S MOM 20x1 .S 48x 14E V 16x12S TRANS TO 12x2OS U P TO HV -15 18x12E 1Zxi5 - 20x185 16 6;18S ► 6x12 TO HV- 18x10 DESIGNED: M LC DRAWN: CHECKED: PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 SCALE: 1/8 „ =1 SITE LOCATION NO: SHEET NOTES DEMOLISH EXISTING 36x22 SUPPLY REGISTER. COORDINATE DEMOLITION WITH NEW WORK SHOWN ON M1.12. 2� DEMOLISH EXISTING GAS PIPE UP THRU ROOF. COORDINATE DEMOLITION WITH NEW WORK SHOWN ON M1.12. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 06 2009 City of Tukwila BUILDING DIVISION 1/8 " =1' -0" feet DATE: 1/28/09 DRAWING NO: 0 0 J W 42, Z o - 0 >, O J CO — �C O 7 E N 0 0 I 66 5 � N / J CD I g o. N O oao 0 o O W U) O - W 0 caaa_x WOOD HARBINGER, 3009 112th Avenue NE Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.corn Mechanical /Electrical Engineers RECOMMENDED: CONTRACT NO: ONE INCH AT FULL SIZE " IF NOT ONE INCH, SCALE ACCORDINGLY METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT L2 NORTHWEST - HVAC & PIPING PLAN - DEMOLITION SHEET NO: OF 11 27 0 a W Z � m • v • • �CD o - E 0 O I N = • O g o I� N fr O a N- o o w vi oH1 F -3 x F -8 0 F -9i X HV- REVISION BY, APP'D DATE SCALE: 1/8"=1' X OOD HARBINGER, INC. 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com Mechanical /Electrical Engineers x X FAN MOTOR VEF -304 200A WP PNL DESIGNED: MLC DRAWN: MLC PROJECT MANAGER: D. CAMPBELL APPROVED: CHECKED: DPP RECOMMENDED: IBIS NO: 432692.700 WORK REQUEST: 06T - CONTRACT NO: SCALE: 1 /8 ONE INCH AT FULL SIZE 1 " IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: King County Department of Transportation SHEET NOTES 0 DEMOLISH EXISTING HEAT RECOVERY UNIT (HRU), INCLUDING ASSOCIATED ROOF CURB. DEMOLISH EXISTING GAS LINE TO BENEATH THE ROOF STRUCTURE. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION. 20 DEMOLISH SUPPLY AND EXHAUST DUCT. COORDINATE EXTENT OF DEMOLITION WITH NEW WORK SHOWN ON M1.13. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 BUILDING DIVISION City of Tukwila I 0 2. 4 8 16 24 1/8"=1' —0" feet METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT RL NORTHEAST - HVAC & PIPING PLAN - DEMOLITION RECEWhla.. FEB • 2 6 2009 Pa 1MIT CENTEF. DATE: 1/28/09 DRAWING NO: M1.03 SHEET NO: OF 12 27 0 a -J W Z o 0 -0 >' (� J cD � 0 O � 2E N 0 (� l 0 O X • N N N O 0 -0 o c u- ▪ o O w (fl O� w ( 0 Q >< DATE WOOD HARBINGER, INC GV CV 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com Mechanical /Electrical Engineers 0 X X HV -10 DESIGNED: MLC DRAWN: MLC CHECKED: DPP PROJECT MANAGER: D. CAMPBELL APPROVED: SITE LOCATION NO: ONE INCH AT FULL SIZE 1 IF NOT ONE INCH, SCALE ACCORDINGLY IBIS NO: 432692.700 RECOMMENDED: CONTRACT NO: WORK REQUEST: 06T -46 SCALE: King County Department of Transportation SHEET NOTES 10 DEMOLISH EXISTING HEAT RECOVERY UNIT (HRU), INCLUDING ASSOCIATED ROOF CURB. DEMOLISH EXISTING GAS LINE TO BENEATH THE ROOF STRUCTURE. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION. 20 DEMOLISH SUPPLY AND EXHAUST DUCT. COORDINATE EXTENT OF DEMOLITION WITH NEW WORK SHOWN ON M1.14. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT RL NORTHWEST - HVAC & PIPING PLAN - DEMOLITION RECEIVE ` FEB 26 2009 PERMIT CENTD DATE: 1/28/09 DRAWING NO: M1.04 SHEET NO: OF 13 27 0 0 - w 2z o 0 o 0 CO OD i° N i ° � 0 I D o . / o rim N N p CC)0 ,�m 0 N ° o bJ Ui u-) 14x3OS UP W/ TURNING VANES TRANSITION TO 12x20 UP TO- HV -16 (E)2" FD 3 „ D TERMINATE AT FD MOTORIZED TAIL - PIPE EXHAUST REEL (TYP 3 PLACES) 14x30E UP W/ TURNING VANES, TRANSITION TO 14x38E UP TO HV -16 GAS FIRED BURNER UNIT (TYP) Pia 11111111 MATCHLINE SR 28x24 2500 CFM, TAILPIPE EXHAUST SYSTEM FAN WITH LIGHT 23x84 UP TO HRU -12A 60x30 21x14E (E)ER 56x36 -5500 (TYP 3) 14x14E 60x28 VD ER -1 22x10 835 CFM ?L (TYP 3) SR20 -1500 (TYP 3 ) K 14X20 UP \-24x 16E - ER -1 - 22x10 835 CFM (TYP 3) P00 - 24x12E 14x18 UP&DN 16x95 / 16x10E 42x28 TRANSFER 25x165 SD -2 18x18 1385 CF (TYP 4) \-20x 12S SD -1• 160 690 FM (TYP 2) BY APP'D DATE WOOD HARBINGER, I N C . 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com Mechanical /Electrical Engineers 10x16E DN (TYP 2)- 16x10E ,� 16x9S " / - 18x12E 28x18E 22X20(S) UP TO HV -8 W/ TURN VANES 9"0E DN SE 18 11 (T' 20x14E 20x14E G 48x165 DESIGNED: MLC DRAWN: MLC /WHB CHECKED: DPP RECOMMENDED: PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 CONTRACT NO: SCALE: /8 "- SITE LOCATION NO: ONE INCH AT FULL SIZE 1 ., I . IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation SHEET NOTES 10 REPLACE EXISTING CORAYVAC INFRARED HEATER CRV6 -60 BURNERS WITH NEW CRV -B -6 BURNERS. REPLACE EXISTING GAS FLEX WITH REPLACEMENT FLEX PROVIDED WITH NEW BURNER. 20 MODIFY EXISTING SPRINKLER SYSTEM IN THIS AREA AS REQUIRED TO ACCOMMODATE ARCHITECTURAL AND STRUCTURAL MODIFICATIONS. PROVIDE ADDITIONAL SPRINKLERS, PIPING, SUPPORTS AND SEISMIC BRACING AS REQUIRED. 30 REFURBISH EXISTING CORAYVAC INFRARED HEATER VACUUM PUMP. PROVIDE VACUUM PUMP PACKAGE (EP -201) PART NUMBER 3- 027 - 163 -05 (120V, 6.6A, 1 PHASE, VACUUM PROVING SWITCH, ACOUSTIC BOOT, BIRD SCREEN, MOUNTING KIT). 0 BALANCE ALL EXHAUST AND SUPPLY REGISTERS CORRESPONDING TO THE NEW HEAT RECOVERY UNITS TO THE NEW AIR QUANITIES INDICATED AT EACH EXHAUST AND SUPPLY REGISTER. 50 PATCH EXISTING DUCT WHERE SUPPLY REGISTER IS REMOVED, SEE M1.01. PAINT TO MATCH EXISTING DUCT. COORDINATE WITH INSTALLATION OF NEW SUPPLY REGISTER. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION 0 2 4 8 16 24 1/8"=1'-0" feet METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT L2 NORTHEAST HVAC & PIPING PLAN RECEIVED FEB 2 6 2009 PERMIT CENTER DATE: 1/28/09 DRAWING NO: M1.11 SHEET NO: OF 14 27 A A A 34X34 UP, W/ TU 24X12E 8X18S VANES 34X34 14x10 APPROX 20X80E UP mammim 18X24 34X 4 18' 71''TO D 34X34 UP 15'8" BOTTOM OF PLENUM TRH S TO 14x38E UP TO HV -15 W/ 43x43S UP TO TU'NING_VANES AM -2, TRANSITION DN TO PAINT BOOTH PL NUM CO NECTIONS --- 18x10 I Tt 4 x 2 oE7 , ®. ®® , fJ l ■ a s •••■riri eariffIIVm °• ms- AllII®`Io J m 20 3 TOD /i F i♦ ��il 1.1 �m1l� 111111.1151 e� Iii � I' �, ®�� A. 2X32 III 2� JJJ I I Fo e : I !! - 18 6 TOD 1 ®� �.�� / (�`� 1 1 i1I �/1u 32X32 , !. , 1 "'■.' M► E► I /� /�� MMO► A MM EN Il i ► � ►h∎ ►� Z WIMP ■V/� !!MI I∎ h"d ►� WAIANI► li ® ®ar %% 0Min • I O ff/ I 12x1OS Ox 14E SD -1 160 \ 700 CFM (TYP 6) 20x185 32x14E ■ ii X' MI. w1► x10EC 6 1 i � i11 OS 16x9S 16x12S mow MATCHLINE TURNING NG VA ES p 46x1 6 TRANSITION TO 20x12 UP TO. HV -17 14x30E UP W/ TURNING VANES, TRANSITION TO 14x38E UP TO 11x22 HV -17 DROP TYP 10 PLCS EXIST 17x17S DN FROM HV -4 (SEE NOTE 1) 24x83 UP TO HRU -13A t / 11x22 (E)SR 24x83 UP TO 18x36 -1200 HRU -25A (TYP 10) 21x14E 28x74 DOWN FROM HRU -25A PLAN SCALE: 1/8"= FA I 60 8 24X12 24X12 IN VERT 15'9 "BOD DROP (TYP 14- D TYP 7 PLACE ) 14x14E G ER -1 22x10 835 CFM ) L (TYP 3) SR20 -1500 (TYP 3) (E)ER 56x30 -4000 TYP 3) 0, RETURN 1 REGISTER 3 PLACES 11x22 14x12E 28x30 20x14E DN `2Ux125 Kl3V cCF) 10x8S DN 10x8S TRANS TO 12x2OS UP TO HV -15 18x12E 1r 6x12 TO HV- 18x10 x1OS NINC NISIC 25X25 I AC -7 SHEET No. REVISION BY APP'D DATE WOOD HARBINGER, 3009 112th Avenue NE Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com Mechanical /Electrical Engineers DESIGNED: MLC DRAWN: MLC /WHB CHECKED: DPP PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 CONTRACT NO: SCALE: 1/8 " - SITE LOCATION NO: ONE INCH AT FULL SIZE I 1 " IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation NOTES 1� REPLACE EXISTING CORAYVAC INFRARED HEATER CRV6 - 60 BURNERS WITH NEW CRV -B -6 BURNERS. REPLACE EXISTING GAS FLEX WITH REPLACEMENT FLEX PROVIDED WITH NEW BURNER. MODIFY EXISTING SPRINKLER SYSTEM IN THIS AREA AS REQUIRED TO ACCOMMODATE ARCHITECTURAL AND STRUCTURAL MODIFICATIONS. PROVIDE ADDITIONAL SPRINKLERS, PIPING, SUPPORTS AND SEISMIC BRACING AS REQUIRED. O. BALANCE ALL EXHAUST AND SUPPLY REGISTERS CORRESPONDING TO THE NEW HEAT RECOVERY UNITS TO THE NEW AIR QUANITIES INDICATED AT EACH EXHAUST AND SUPPLY REGISTER. K PATCH EXISTING DUCT WHERE SUPPLY REGISTER IS REMOVED, SEE M1.02. PAINT TO MATCH EXISTING DUCT. COORDINATE WITH INSTALLATION OF NEW SUPPLY REGISTER. 5K CAP EXISTING RA OPENING WITH SHEETMETAL AND SEAL AIR - TIGHT. METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT L2 NORTHWEST HVAC & PIPING PLAN RECOMMENDED: RECEnf Er FEB 2 6 2009 KFIMITGENTEI- DATE: 1/28/09 DRAWING NO: M1.12 SHEET NO: OF 15 27 0 0 J W + z � 0 - 0 00 > ' QJ o J m U 01 O ° a E I i 0 CD 0 a � NL� N- D' o - o N— co � o � oW QIV'�U 0 EL : E 84x23EA OPENING PLAN 74x28SA DN 1/2 "G DN SCALE: 1/8"=1'— I , X x 0 F-3 X F -7 F -8 y HV -13 x FAN MOTOR VEE -304 200A v WP PNL 'F SHEET NOTES 10 ALIGN HRU SUPPLY OPENING WITH EXISTING SUPPLY DUCT. EXTEND EXISTING SUPPLY DUCT UP AND CONNECT TO HRU. �2 84x23 EA DOWN AND OPEN TO PLENUM SPACE BELOW HRU. REFERENCE ARCHITECTURAL DETAIL / A5.02 M0 9•6.o � REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION 0 2 4 8 16 24 1/8 "_1'_0„ feet RECEIVED FEB 2 6 2009 PERMIT CENTEF No. REVISION BY APP'D DATE WOOD HARBINGER, INC 3009112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com Mechanical /Electrical Engineers DESIGNED: M LC DRAWN: MLC /WHB CHECKED: DPP RECOMMENDED: PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 CONTRACT NO: SCALE: 1 /8 SITE LOCATION NO: ONE INCH AT FULL SIZE 1 " IF NOT ONE INCH, SCALE ACCORDINGLY King Co my Department of Transportation METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT RL NORTHEAST HVAC & PIPING PLAN DATE: 1/28/09 DRAWING NO: M1.13 SHEET NO: OF 16 27 4- 0 a J W i Z � o 0 � m O N o I M - 0 N J 0 0 pi o � / N 0 o -fl o 0 � o w U) o W Ch 84x23EA OPENING --� 84x23EA OPENING --� PLAN SCALE: 1/8"=1' —0" No. REVISION BY APP'D DATE 1111111•11111111111111101111131 IN= 1018111-1111111111061111111111111:01119610 CV CV WOOD HARBINGER, INC. 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com Mechanical /Electrical Engineers X HV -10 DESIGNED: MLC DRAWN: MLC /WHB CHECKED: PHD RECOMMENDED: PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 CONTRACT NO: SCALE: 1 /8 " — SITE LOCATION NO: ONE INCH AT FULL SIZE 1'' IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation SHEET NOTES (1) ALIGN HRU SUPPLY OPENING WITH EXISTING SUPPLY DUCT. EXTEND EXISTING SUPPLY DUCT UP AND CONNECT TO HRU. 0.84x23 EA DOWN AND OPEN TO PLENUM SPACE BELOW HRU. REFERENCE ARCHITECTURAL DETAIL ( p \ A5.02 METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT RL NORTHWEST HVAC & PIPING PLAN RECEIVED FEB 2 6 2009 PERMIT CENTER DATE: 1/28/09 DRAWING NO: M1.14 SHEET NO: OF 17 27 A No. REVISION BY APP'D DATE e== SA PRE/FINAL \ OA FILTERS INTAKE NOTE HRU-12A SHOWN, HRU-13A AND HRU-25A SIMILAR. WOOD HARBINGER, INC. 3009 112th Avenue NE Ste. 100 Bellevue, WA 98004 (425) 822-9499 I woodharbinger.com Mechanical/Electrical Engineers HEAT RECOVERY COIL ELEVATION VIEW PLAN VIEW ELEVATION VIEW DETAIL SCALE: NONE FACE AND BY—PASS DAMPER EA DISCHARGE T on MIN r-- T I T T T T C=1 I=C n T T I 1=C 7Th T T T (Th M1.13 M1.14 EXHAUST FAN GAS HEATING SECTION CHECKED: PHD RECOMMENDED: PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T-46 CONTRACT NO: SCALE: NONE SITE LOCATION NO: ONE INCH AT FULL SIZE ' IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation Mocti. o t REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 City of Tukwila BUILDING DIVISION METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT MECHANICAL DETAILS RECEVEP FEB 2 6 2009 PERMIT GENTE DATE: 1/28/09 DRAWING NO: M5.01 SHEET NO: OF 18 27 HEAT RECOVERY UNITS STATE NREC COMPLIANCE REQUIREMENTS 2006 NREC PARAGRAPH NO NREC REQUIREMENT ADDITIONAL ' REQUIREMENTS EQUIPMENT NUMBER HRU -12A HRU -13A HRU -25A' MECHANICAL EQUIPMENT MINIMUM EFFICIENCY PER TABLES 14 -1A THROUGH 4-1G REFER TO DRAWING M6.01 FOR EQUIPMENT SCHEDULES 1412 HVAC CONTROLS SERVICE PROVIDE TEMPERATURE CONTROL FOR EACH ZONE PROVIDE MINIMUM 5 DEGREE DEADBAND BETWEEN HEATING AND COOLING CONTROLS REFER TO DDC CONTROLS /SEQUENCES OF OPERATIONS ON DRAWING M6.02 NOT APPLICABLE 1412.2 1412.4 LOCATION ROOF ROOF ROOF 1414 AREA BODY SHOP BODY SHOP WELDING SHOP REFER TO SEAL CLASSIFICATIONS IN SPECIFICATION SECTION 23 30 00 MAX. FACE VELOCITY -FPM 500 500 500 UNIT CONFIGURATION EFFICIENCY -% [1] 30 30 30 TYPE OUTDOOR OUTDOOR OUTDOOR g ARRANGEMENT HORIZ. DOWN FLOW HORIZ. DOWN FLOW HORIZ. DOWN FLOW 2 SUPPLY FAN MOTORS TYPE PLUG PLUG PLUG BLADE TYPE AFBI AFBI AFBI 15 CAPACITY -CFM 9,000 9,000 12,000 1800 STATIC PRESS- INCHES WG VOLTS- PHASE -HERTZ 460/3/60 460/3/60 460/3/60 WHEEL DIAMETER- INCHES 22.2 22.2 22.2 FAN SPEED -RPM 1933 1933 2275 15 BRAKE HORSEPOWER -MAX 8.83 8.83 12.5 1800 VOLTS- PHASE -HERTZ 460/3/60 460/3/60 EXHAUST FAN TYPE PLUG PLUG PLUG ENERGY LABS BLADE TYPE AFBI AFBI AFBI REMARKS CAPACITY -CFM 1 1,000 11,000 13,500 STATIC PRESS - INCHES WG 2.5 2 5 2.5 WHEEL DIAMETER- INCHES 22.2 22.2 24.5 SPEED -RPM 1980 1980 1805 BRAKE HORSEPOWER -MAX 8.21 8.21 9.98 HEAT RECOVERY COIL TYPE HEAT PIPE HEAT PIPE HEAT PIPE OA SIDE: CAPACITY -CFM 9,000 9,000 12,000 ENT DRY -BULB TEMP - DEG F 24 24 24 ENT WET -BULB TEMP - DEG F 20 20 20 LVG DRY -BULB TEMP - DEG F 52 52 50 LVG WET -BULB TEMP - DEG F 43 43 42 FACE VELOCITY - FPM 326 326 435 PRESSURE DROP, DRY - IN H2O 0.25 0.25 0.42 EFFECTIVENESS 0.60 0.60 0.57 EA SIDE: CAPACITY -CFM MAXIMUM 11,000 11,000 13,500 ENT DRY -BULB TEMP - DEG F 70 70 70 ENT WET -BULB TEMP - DEG F 58 58 58 LVG DRY -BULB TEMP - DEG F 52 52 52 LVG WET -BULB TEMP - DEG F 43 43 43 FACE VELOCITY - FPM 430 430 528 PRESSURE DROP, DRY - IN H2O 0.46 0.46 0.58 GAS FIRED HEATING SECTION TYPE INDIRECT INDIRECT INDIRECT INPUT CAPACITY -MBH 750 750 1000 OUTPUT CAPACITY -MBH 600 600 800 ENT AIR TEMP -DEG F DB 24 24 24 SUPPLY FILTERS PREFILTER TYPE PLEATED MEDIA PLEATED MEDIA PLEATED MEDIA MAX. FACE VELOCITY FPM 500 500 500 EFFICIENCY -% [1] 30 30 30 MERV RATING [2] 8 g 8 THICKNESS - INCHES 2 2 2 FINAL FILTER TYPE PLEATED MEDIA PLEATED MEDIA PLEATED MEDIA MAX. FACE VELOCITY -FPM 500 500 500 EFFICIENCY -% [1] 85 85 85 MERV RATING [2] 13 13 13 THICKNESS- INCHES 12 12 12 HEAT RECOVERY UNITS (CONY) STATE NREC COMPLIANCE REQUIREMENTS 2006 NREC PARAGRAPH NO NREC REQUIREMENT ADDITIONAL ' REQUIREMENTS EQUIPMENT NUMBER HRU -12A HRU -13A HRU -25A MECHANICAL EQUIPMENT MINIMUM EFFICIENCY PER TABLES 14 -1A THROUGH 4-1G REFER TO DRAWING M6.01 FOR EQUIPMENT SCHEDULES 1412 HVAC CONTROLS EXHAUST FILTERS PROVIDE TEMPERATURE CONTROL FOR EACH ZONE PROVIDE MINIMUM 5 DEGREE DEADBAND BETWEEN HEATING AND COOLING CONTROLS REFER TO DDC CONTROLS /SEQUENCES OF OPERATIONS ON DRAWING M6.02 NOT APPLICABLE 1412.2 1412.4 PREFILTER REFER TO DDC CONTROLS /SEQUENCES OF OPERATIONS ON DRAWING M6.02` REFER TO DDC CONTROLS /SEQUENCES OF OPERATIONS ON DRAWING M6.02 REFER TO DWG M1.11, M1.12, M6.02 1412.4.2 1412.7 1414 TYPE PLEATED MEDIA PLEATED MEDIA PLEATED MEDIA REFER TO SEAL CLASSIFICATIONS IN SPECIFICATION SECTION 23 30 00 MAX. FACE VELOCITY -FPM 500 500 500 COMPLETION REQUIREMENTS EFFICIENCY -% [1] 30 30 30 1416:2 MERV RATING [2] g 8 g REFER TO SPECIFICATION SECTION 23 05 93 THICKNESS- INCHES 2 2 2 MOTORS SUPPLY HORSEPOWER 15 15 15 SPEED -RPM 1800 1800 1800 VOLTS- PHASE -HERTZ 460/3/60 460/3/60 460/3/60 EXHAUST HORSEPOWER 10 10 15 SPEED -RPM 1800 1800 1800 VOLTS- PHASE -HERTZ 460/3/60 460/3/60 460/3/60 MANUFACTURER - DESIGN BASIS ENERGY LABS ENERGY LABS ENERGY LABS REMARKS [1] EVALUATED UNDER ASHRAE 52.1 GUIDELINES. [2] EVALUATED UNDER ASHRAE 52.2 GUIDELINES. WASHINGTON STATE NREC COMPLIANCE REQUIREMENTS 2006 NREC PARAGRAPH NO NREC REQUIREMENT ADDITIONAL ' REQUIREMENTS 1411 EQUIPMENT PERFORMANCE 1411.1 MECHANICAL EQUIPMENT MINIMUM EFFICIENCY PER TABLES 14 -1A THROUGH 4-1G REFER TO DRAWING M6.01 FOR EQUIPMENT SCHEDULES 1412 HVAC CONTROLS 1412.1 PROVIDE TEMPERATURE CONTROL FOR EACH ZONE PROVIDE MINIMUM 5 DEGREE DEADBAND BETWEEN HEATING AND COOLING CONTROLS REFER TO DDC CONTROLS /SEQUENCES OF OPERATIONS ON DRAWING M6.02 NOT APPLICABLE 1412.2 1412.4 PROVIDE NIGHT SETBACK CONTROLS FOR ALL HVAC SYSTEMS PROVIDE OPTIMUM START CONTROLS FOR ALL HVAC SYSTEMS PROVIDE MEANS OF BALANCING AIR SUPPLY OUTLETS OR AIR /WATER TERMINAL DEVICES REFER TO DDC CONTROLS /SEQUENCES OF OPERATIONS ON DRAWING M6.02` REFER TO DDC CONTROLS /SEQUENCES OF OPERATIONS ON DRAWING M6.02 REFER TO DWG M1.11, M1.12, M6.02 1412.4.2 1412.7 1414 DUCTING SYSTEMS 1414.1 DUCTWORK SHALL BE SEALED PER THIS PARAGRAPH AND STANDARD RS -18 REFER TO SEAL CLASSIFICATIONS IN SPECIFICATION SECTION 23 30 00 1414.2 DUCTWORK SHALL BE INSULATED PER THIS PARAGRAPH AND TABLE 14 -5 REFER TO MECHANICAL INSULATION SPECIFICATION SECTION 20 07 00 1416 COMPLETION REQUIREMENTS 1416.1 PROVIDE RECORD DRAWINGS AT COMPLETION OF CONSTRUCTION REFER TO SPECIFICATION SECTION 20 01 00 1416:2 PROVIDE O&M MANUALS AT COMPLETION OF CONSTRUCTION REFER TO SPECIFICATION SECTION 20 01 00 1416.3.2 ALL AIR SYSTEMS SHALL BE BALANCED REFER TO SPECIFICATION SECTION 23 05 93 1416,4 PROVIDE COMMISSIONING ON ALL MECHANICAL SYSTEMS REFER TO COMMISSIONING SPECIFICATION SECTION XX XX XX 0 0 J W - Z � 0 0 O CO J CO - � - E o I N N g rn o� 0 cn o I/ ri d N 0 -0 0 0 co No 0 W • Uj o : LL2 W N W 0 oQ 6 a_x � REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2009 CITY of Tukwila BUILDING DIVISION MO REC E.� 'FEB 2 6 ,PERMIT CEN M E, N REVISION BY APP'D DATE WOOD HARBINGER, INC 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 J woodharbinger.cam Mechanical /Electrical Engineers DESIGNED: M LC DRAWN: WHB CHECKED: DPP APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 RECOMMENDED: PROJECT MANAGER: D. CAMPBELL CONTRACT NO: SCALE: NONE SITE LOCATION NO: ONE INCH AT FULL SIZE h IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT MECHANICAL SCHEDULES DATE: 1/28/09 DRAWING NO: M6.01 SHEET NO: OF 19 27 DDC POINTS MATRIX -HEAT RECOVERY UNITS DESCRIPTION CONTROL SYMBOL ANALOG INPUT ANALOG OUTPUT DIGITAL INPUT DIGITAL OUTPUT PULSED INPUT COMMUNICATION INTERFACE ALARM CAPABLE TREND CAPABLE OVERRIDE CAPABLE SHOWN ON GRAPHICS COMMENTS OUTDOOR AIR CARBON DIOXIDE LEVEL CO2 X X X X OUTDOOR AIR PARTICULATE CONCENTRATION P X X X X OUTDOOR AIR VOLATILE ORGANIC COMPOUND LEVEL VOC X X X X OUTDOOR AIR DAMPER 2P X X X X OUTDOOR AIR TEMPERATURE TT X X X PRE— FILTER SWITCH DPS X X X X FINAL FILTER SWITCH DPS X X X X FACE /BYPASS DAMPER 2P X X X X HARDWIRE INTERLOCK HEAT PIPE SUPPLY DISCHARGE AIR TEMPERATURE TT X X X SUPPLY FAN START /STOP (TYP) SS X X X X HARDWIRE ONLY SUPPLY FAN SPEED COMMAND (TYP) S X X X X HARDWIRE ONLY SUPPLY FAN AMPERAGE (TYP) AMP X X X X SUPPLY FAN RPM (TYP) RPM X X X X SUPPLY FAN ALARM (TYP) AMP X X X X X GAS HEAT ENABLE ENB X X X X GAS HEAT FIRING RATE MOD X X X X DISCHARGE AIR TEMPERATURE HIGH DUCT STATIC PRESSURE SWITCH DPS X X X X HARDWIRE INTERLOCK SUPPLY AIR VOLUME AMS X X X EXHAUST AIR CARBON DIOXIDE LEVEL CO2 X X X X EXHAUST AIR PARTICULATE CONCENTRATION P X X X X EXHAUST AIR VOLATILE ORGANIC COMPOUND LEVEL VOC X X X X LOW DUCT STATIC PRESSURE SWITCH DPS X X X X HARDWIRE INTERLOCK BUILDING EXHAUST AIR TEMPERATURE TT X X X EXHAUST AIR VOLUME AMS X X X EXHAUST FILTER STATUS DPS X X X X EXHAUST FAN START /STOP (TYP) SS X X X X HARDWIRE ONLY EXHAUST FAN SPEED COMMAND (TYP) S X X X X HARDWIRE ONLY EXHAUST FAN AMPERAGE (TYP) AMP X X X X EXHAUST FAN RPM (TYP) RPM X X X X EXHAUST FAN ALARM (TYP) A X X X X X HEAT PIPE EXHAUST DISCHARGE AIR TEMPERATURE TT X X X EXHAUST AIR DAMPER 2P X X X X REMARKS 1. ALL SETPOINTS PROGRAMMED INTO THE SYSTEM MUST BE TREND CAPABLE, OVERRIDE CAPABLE AND SHOWN ON GRAPHICS. OUTDOOR AIR HEAT RECOVERY UNIT CONTROL DIAGRAM SCALE: NONE SEQJ_NCE OF OPERATIO\S THE HEAT RECOVERY UNIT IS A 100 PERCENT OUTDOOR AIR UNIT WITH A HEAT PIPE HEAT RECOVERY COIL. IT HAS VARIABLE SPEED SUPPLY AND EXHAUST FANS. A MODULATING GAS FIRED HEATING COIL IS PROVIDED FOR AUXILARY HEAT. THE SYSTEM PROVIDES VENTILATION AIR TO THE REPAIR FACILITY. 2. OCCUPIED MODE: A. ENABLE THE HEAT RECOVERY UNIT FOR OPERATION AS PER OWNER SCHEDULE. OPEN THE OUTSIDE AND EXHAUST AIR DAMPERS. ONCE THE OUTSIDE AIR DAMPER IS OPEN, START THE SUPPLY FAN AND RAMP ITS SPEED UP TO MAINTAIN SUPPLY AIR VOLUME SETPOINT (SEE SUPPLY AIR VOLUME SETPOINT RESET BELOW). ONCE THE SUPPLY FAN HAS PROVEN ON VIA AMPERAGE INDICATION, START THE EXHAUST FAN AND RAMP ITS SPEED UP TO MAINTAIN EXHAUST AIR VOLUME SETPOINT. EXHAUST AIR VOLUME SETPOINT = TOTAL SUPPLY AIR VOLUME + PRESSURIZATION FACTOR TOTAL SUPPLY AIR VOLUME IS DETERMINED BY DIRECT MEASUREMENT: UTILIZE 500 CFM AS A PRESSURIZATION FACTOR TO MAINTAIN THE BUILDING SLIGHTLY NEGATIVE. WHEN OUTDOOR AIR TEMPERATURE IS ` LESS THAN DISCHARGE AIR TEMPERATURE SETPOINT OR GREATER THAN BUILDING EXHAUST TEMPERATURE PLUS 2 DEG F, COMMAND THE FACE /BYPASS DAMPER TO FULL FACE FLOW. WHEN THE OUTDOOR AIR TEMPERATURE IS 2 DEG F GREATER THAN THE DISCHARGE AIR TEMPERATURE AND LESS THAN THE BUILDING EXHAUST AIR TEMPERATURE, COMMAND THE FACE /BYPASS DAMPER TO FULL BYPASS FLOW. MAINTAIN THE LAST FACE /BYPASS DAMPER COMMAND UNTIL ONE OF THE ABOVE THRESHOLD'S IS CROSSED. MODULATE THE GAS FIRED HEATING COIL TO MAINTAIN DISCHARGE AIR TEMPERATURE SETPOINT (INITIALLY SET TO 65 DEG F, ADJ). UNOCCUPIED MODE: A. SHUTDOWN THE SYSTEM PER OWNER SCHEDULE. B. DISABLE THE GAS HEAT ON THE AIR HANDLING `UNIT. TURN OFF THE SUPPLY AND EXHAUST FANS. SHUT THE OUTDOOR, FACE /BYPASS AND EXHAUST AIR DAMPERS. -HEAT PIPE EXCHANGER EXHAUST AIR FILTER SUPPLY AIR VOLUME SETPOINT RESET: RESET SUPPLY AIR VOLUME SETPOINT BETWEEN THE SCHEDULED MAXIMUM OF THE SUPPLY FAN AND 50 PERCENT OF THE SCHEDULED SUPPLY FAN MAXIMUM TO MAINTAIN RETURN CARBON DIOXIDE LEVEL, TOTAL PARTICULATE LEVEL AND VOLATILE ORGANIC COMPOUND LEVEL BELOW SETPOINT. THE CARBON DIOXIDE LEVEL SETPOINT IS 500 PPM GREATER THAN OUTDOOR AIR CARBON DIOXIDE. THE TOTAL PARTICULATE LEVEL SETPOINT IS 15 MICROGRAMS PER CUBIC METER GREATER THAN THE OUTDOOR PARTICULATE LEVEL. THE VOLATILVE ORGANIC COMPOUND LEVEL SETPOINT IS 50 PERCENT AIR POLLUTION GREATER THAN THE OUTDOOR AIR POLUTION PERCENTAGE. SAFETIES: PROVIDE THE FOLLOWING CONTROL SAFETY MECHANISMS. A. PROVIDE ALL DAMPER ACTUATORS WITH SPRING RETURN TO NORMAL POSITION AS INDICATED ON THE DRAWiNGS UPON POWER FAILURE. B. PROVIDE HARDWIRED SUPPLY AND EXHAUST FAN SHUTDOWN IF EXHAUST DUCT SUCTION PRESSURE IS GREATER THAN 2.0 IWC. C. PROVIDE HARDWIRED SUPPLY AND EXHAUST FAN SHUTDOWN IF SUPPLY DUCT STATIC PRESSURE IS GREATER THAN 4.0 IWC. CREVIEWED L A COMPLIANCE APPROVED GE MAR 0 6 2009 City of Tukwila BUILDING DIVISION MO RECEIVED FEB 2 6 2009 PERMIT CENTE- REVISION BY APP' D DATE WOOD HARBINGER, INC. 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com Mechanical /Electrical Engineers DESIGNED: M LC DRAWN: WHB CHECKED: DPP RECOMMENDED: PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 CONTRACT NO: SCALE: NONE SITE LOCATION NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT CONTROL DIAGRAMS DATE: 1/28/09 DRAWING NO: M6.02 SHEET NO: OF 20 27 0 0 J 0 o T 0 0 J — o o o O) w - W N o CD I 0) 0 o 0 N o _ � N p ag CO 0 N o o w (/) 0 I ww CD G D =TAILS RAC -WAYS CONDUIT CONCEALED IN OR UNDER RACEWAYS INDICATORS L211/1,3 RACEWAYS PB SWITCHES PB 1- RAL SYMBOLS FLAG NOTE LIGHT LINE INDICATES BACKGROUND LIGHT LINE INDICATES EXISTING WORK HEAVY LINE INDICATES NEW MATCHLINE OR PROPERTY LINE HEAVY ` DASHED LINE INDICATES C - - -� EXISTING WORK TO BE REMOVED i / EXISTING WORK TO BE ABANDONED SECTION IDENTIFICATION INDICATES DIRECTION OF CUTTING PLANE LETTER INDICATED - SECTION --- - SHEET NUMBER WHERE SECTION IS DRAWN SHEET NUMBER WHERE SECTION IS TAKEN DETAIL I DENTIFICATION f� NUMBER INDICATES DETAIL SHEET NUMBER WHERE DETAIL IS DRAWN SHEET NUMBER WHERE DETAIL IS TAKEN ELEVATION IDENTIFICATION NUMBER INDICATES ELEVATION SHEET NUMBER ' WHERE ELEVATION IS DRAWN SHEET NUMBER WHERE ELEVATION IS TAKEN CONDUITS CONCEALED IN CONSTRUCTION IN FINISHED AREAS, EXPOSED IN UNFINISHED AREAS FLOOR SLAB CONDUIT STUB. TERMINATE WITH BUSHING OR CAP IF UNDERGROUND o CONDUIT TURNING ® CONDUIT TURNING DOWN 2 "C 4 #1 + 1#6 GND INDICATES TRADE SIZE 2 OR 53MM CONDUIT WITH (4) OR # AWG AND ( # AWG GROUND 53mm, 4 #1 + '1 #6 GND (2), 2 "C 4#1 + 1#6 GND INDICATES (2) TRADE SIZE 2" OR 53MM CONDUITS OR WITH (4) #1 AWG AND (1) # AWG GROUND CONDUCTORS (2) 53mm, 4 #1 + 1#6 GND IN EACH CONDUIT HOMERUN TO PANELBOARD. NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS. (EXAMPLE: HOMERUN TO PANEL L21 1 CKTS. #1 AND #3) BOXES AND BUSWAYS PULL BOX SIZE AS INDICATED OR REQUIRED SINGLE POLE SWITCH THREE WAY SWITCH WALL MOUNTED OCCUPANCY SENSOR WITH OFF -AUTO OVERRIDE SWITCH CEILING MOUNTED OCCUPANCY SENSOR WITH OFF -AUTO OVERRIDE SWITCH CONTROL STATION PUSH BUTTON, REVISION BY DATE AP P'D LIGHTING FIXTURES O A POW OUTL 0 ■;; a I + AxBxC /0' xJ MCC I =R $1 TS A LUMINAIRE: DRAWN TO APPROXIMATE SHAPE AND TO SCALE OR LARGE ENOUGH FOR CLARITY LUMINAIRE STRIP TYPE (SIZED TO SCALE) EXIT LIGHTING FIXTURE, ARROWS AND EXIT FACE AS INDICATED ON DRAWINGS (MOUNTING HEIGHTS TO BE DETERMINED BY PROJECT SPECIFICATIONS) EMERGENCY BATTERY REMOTE LIGHTING HEADS EMERGENCY BATTERY UNIT WITH LIGHTING HEADS SURFACE MOUNTED FIXTURE (SIZED TO SCALE) WALL MOUNTED FIXTURE (SIZED TO SCALE) LUMINAIRE PROVIDING EMERGENCY ILLUMINATION STANDARD DESIGNATIONS FOR ALL LIGHTING FIXTURES OR ® = FIXTURE TYPE, REFER TO FIXTURE SCHEDULE = CIRCUIT NUMBER = SWITCH IDENTIFICATION „2„ 27 7) a MOUNTING HEIGHT INTERIOR = AFF EXTERIOR = AFG JUNCTION BOX. "AxBxC" INDICATES DIMENSION OF JUNCTION BOX IN EITHER INCHES OR CENTIMLIERS EQUIPMENT CONNECTION MOTOR CONNECTION, SIZE AND VOLTAGE AS INDICATED COMBINATION MOTOR STARTER AS SCHEDULED FUSED DISCONNECT SWITCH UNFUSED DISCONNECT SWITCH ENCLOSED CIRCUIT BREAKER CURRENT RATING AS NOTED, 30A -3P UNLESS NOTED CONDUIT SEAL MOTOR CONTROL CENTER (SIZED TO SCALE) PANELBOARD - 240V OR 208V LIGHTING OR POWER PANEL (SIZED TO SCALE) PANELBOARD — 480V LIGHTING OR POWER PANEL (SIZED TO SCALE) TRANSFORMER (SIZED TO SCALE) \D RECEPTACL -S SINGLE CONVENIENCE RECEPTACLE DUPLEX CONVENIENCE RECEPTACLE DOUBLE DUPLEX CONVENIENCE RECEPTACLE SPECIAL PURPOSE RECEPTACLE AS IDENTIFIED WOOD HARBINGER, INC 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com Mechanical /Electrical Engineers FIRE ALARv GA ANN FACP COMMUNICATION DIAGRAM �o Lut irm 0 AIC 11/SS 0 0 o% DESIGNED DDR DRAWN: AOQ CHECKED: BGA RECOMMENDED: HORN STROBE FIRE ALARM HORN MANUAL PULL STATION FIXED TEMPERATURE STROBE REMOTE ANNUNCIATOR FIRE ALARM CONTROL SMOKE DETECTOR SMOKE DETECTOR GROUND FAULT ALARM GROUND FUSED DISCONNECT SWITCH POWER TRANSFORMER DELTA CONNECTION WYE GROUNDED WYE AVAILABLE FAULT CURRENT PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 CONTRACT NO: H EAT DETECTOR PANEL DUCT TYPE COMBINATION TELEPHONE /DATA OUTLET DATA OUTLET TELEPHONE OUTLL I TRANSIENT VOLTAGE SURGE SUPRESSOR, INTEGRAL PANEL /SWITCHBOARD MOUNTED CIRCUIT BREAKER CONTACT, NORMALLY CLOSED (N. C.) CONTACT, NORMALLY OPEN (N.0.) PUSHBUTTON, NORMALLY CLOSED (N.C.) PUSHBUTTON NORMALLY OPEN (N.0.) DISCONNECT SWITCH CONDUIT SEAL SCALE: NONE SITE LOCATION NO: ONE INCH AT FULL SIZE - 1 IF NOT ONE INCH, SCALE ACCORDINGLY ABBRE A AC ADA AHU AIC AFF AP ARCH BLDG BRKR C CB CKT CLG. C.O. COL CONTR CT CTL CU DC DDC DET DIA DIAG DISC. DN DWG EA EF EL ELEC EMERG EMT EXP EXIST. FA FACP FDR FIN FIO FIXT FLEX FLR FLUOR FOIC FT FU FUT GALV GEC GFI GND King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE ME RO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT ELEC. LEGEND, ABBREVIATIONS E0.01 AND GENERAL NOTES SHEET NO. 21 OF 27 VIATIONS AMPS ALTERNATING CURRENT AMERICANS WITH DISABILITIES AIR HANDLING UNIT AMPS INTERRUPTING CAPACITY ABOVE FINISHED FLOOR TO OF DEVICE OR OUTLET BOX ACCESS PANEL ARCH ITECTU RAL BUILDING BREAKER CONDUIT; CABLE; COIL CIRCUIT BREAKER CIRCUIT CEILING CONDUIT COLUMN CONTRACTOR CURRENT TRANSFORMER CONTROL COPPER DIRECT CURRENT DIRECT DIGITAL CONTROL DETAIL DIAMETER DIAGRAM DISCONNECT, DOWN DRAWING EACH EXHAUST FAN ELEVATION ELECTRICAL EMERGENCY ELECTRICAL METALLIC TUBING EXPOSED EXISTING FIRE ALARM FIRE ALARM CONTROL PANEL FEEDER FINISHED FURNISHED AND INSTALLED BY OWNER FIXTURE FLEXIBLE FLOOR FLUORESCENT FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR FEET; FOOT FUSE FUTURE GALVANIZED GROUND ELECTRODE CONDUCTOR GROUND FAULT INTERRUPTING GROUND HIGH (DIM) HAND -OFF- AUTOMATIC HORSEPOWER HERTZ INSIDE DIAMLI ER INCH JUNCTION BOX THOUSAND CIRCULAR MILS KILOVOLT AMPS KILOWATT LONG LIGHTING SEPARATE PERMIT AND APPROVAL REQUIRED MCC MCP ACT MECH MFR MIN MLO MTD MTG MTR N.C. NEUT NIC N.O. NO. NTS PA PF PH PL PNL POC PVC PWR QTY R REC RECEP RGS RM RQMTS SECT SFD SHT SPEC SQ STD STL SURF SW SWBD SWGR T TB TEL TEMP TYP UON UH UV V VA W W/ W/O WP XFMR # 0 MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTOR MECHANICAL MANUFACTURER MINIMUM MAIN LUGS ONLY MOUNTED MOUNTING MOTOR NORMALLY CLOSED NEUTRAL NOT IN CONTRACT NORMALLY OPEN NUMBER NOT TO SCALE OUTSIDE DIAMETER PUBLIC ADDRESS POWER FACTOR PHASE PROPERTY LINE PANEL; PANELBOARD POINT OF CONNECTION POLYVINYL CHLORIDE POWER QUANTITY NO6 (9 RADIUS; RISER RECEPTACLE RECEPTACLE RIGID GALVANIZED STEEL CONDUIT ROOM REQUIREMENTS SECTION SMOKE FIRE DAMPER SHEET SPECIFICATION SQUARE STANDARD STEEL SURFACE SWITCH SWITCHBOARD SWITCHGEAR TRANSFORMER TERMINAL BLOCK TELEPHONE TEMPORARY; TEMPERATURE TYPICAL UNLESS OTHERWISE NOTED UNIT HEATER UNIT VENTILATOR VOLT(S) VOLT— AMPERES WATT(S), WIRE(DIM) WITH WITHOUT WEATHERPROOF TRANSFORMER NUMBER PHASE RECEIVEP FEB 2 6 2009 P F1MIT GENTEi 0 0 _J cp - 0 U 0 0 g E 1.6 w w W N 0 OI Cr) � � X o o � N 0 N o ID o rim 0 N p o r vi HU w N w � 6 x X PLAN SCALE: 1 8"=1' 11 HRL -12A O HRU REMOTE CONTROL STATION LOCATED ON LEVEL 1 1/4 C, 3 #4 8c 1#10 0 ® 4 C F\ ERAL NOT CONDUIT SHOWN IS FROM "AS— BUILT" DOCUMENTATION AND ROUTED AT CEILING BELOW. CONTRACTOR SHALL CONFIRM ACTUAL ROUTING. PORTIONS OF EXISTING CONDUIT SCHEDULED FOR DEMOLITION THAT ARE SUITABLE FOR REUSE TO SERVE NEW EQUIPMENT MAY BE REUSED. =T \OT -S: DISCONNECT HRU UNITS INCLUDING RELATED DISCONNECT SWITCHES. DEMOLISH (E) CONDUIT AND WIRE AS NECESSARY FOR REROUTING REQUIRED BY NEW INSTALLATION SERVING HRUS DEMOLISH HRU REMOTE CONTROL STATION. O. DISCONNECT FA SYSTEM INTERFACE. DISCONNECT 120V, 1 -PHASE BRANCH CIRCUITING FOR MAINTENANCE LIGHTING AND RECEPTACLES. SEPARATE PERMIT AND APPROVAL REQUoRED SCALE: 1/8" RECEIVED FEB 2 6 2009 PERMIT GENTEI• A 0 A 0 No. REVISION BY APP'D DATE WOOD HARBINGER, INC. 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.corn Mechanical /Electrical Engineers DESIGNED: DDR DRAWN: AOQ CHECKED: BGA RECOMMENDED: SCALE: NONE SITE LOCATION NO: PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 CONTRACT NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY a . King County Department of Transportation RL METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR, HANDLING UNIT REPLACEMENT NORTHEAST - ELECTRICAL PLAN - DEMOLITION DATE: 1/28/09 DRAWING NO: E1.03 SHEET NO: OF 22 27 0 a _J a : L 0 0 0 m 0 o -0 Q d-r) oo -c - o w ow .. w N 0 o O x O _ pi O N L f o - o DD O � o w vi O I"- X'w • w � MATCH LINE use r ' lie=' ® • ME —11911-11ZIEUREEDEMZEI HRU REMOTE CONTROL STATION LOCATED ON LEVEL 1 TO HRU 12A G - \ =RAL NOTES: CONDUIT SHOWN IS FROM "AS—BUILT" DOCUMENTATION AND ROUTED AT CEILING BELOW CONTRACTOR SHALL CONFIRM ACTUAL ROUTING. PORTIONS OF EXISTING CONDUIT SCHEDULED FOR DEMOLITION THAT ARE SUITABLE FOR REUSE TO SERVE NEW EQUIPMENT MAY BE REUSED. 0 DISCONNECT HRU UNITS INCLUDING RELATED DISCONNECT SWITCHES. DEMOLISH (E) CONDUIT AND WIRE AS NECESSARY FOR REROUTING REQUIRED BY NEW INSTALLATION SERVING HRUS DEMOLISH HRU REMOTE CONTROL STATION. DISCONNECT FA SYSTEM INTERFACE. DISCONNECT 120V, 1- PHASE BRANCH CIRCUITING FOR MAINTENANCE LIGHTING AND RECEPTACLES. SCALE: 1/8" No. REVISION BY APP'D DATE WOOD HARBINGER INC. 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com Mechanical/Electrical Engineers PROJECT MANAGER: D. CAMPBELL APPROVED: DESIGNED: DDR DRAWN: AO Q CHECKED: BGA RECOMMENDED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 CONTRACT NO: NONE SITE LOCATION NO: ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT NORTHWEST - ELECTRICAL PLAN DEMOLITION DATE: 1/28/09 DRAWING NO: E1.04 SHEET NO: OF 23 27 0 0 c � : 0 0�� J � —m Cr' LI- E N)( W W N o o C ' o . N N c N- Q 0 o N LD m 0 N p CH J • o ax� MATCHLINE VON -11611-11=11311111 ® MR III -- _ RU---1 2 0 0 AIL ESE MI CF \ =RAL NOT COORDINATE ROUTING , OF NEW CONDUIT WITH EXISTING BUILDING ELEMENTS ' AND UTILITIES. ALL CONNECTIONS TO NEW ROOF TOP EQUIPMENT SHALL RISE UP WITHIN EQUIPMENT CURB. CONDUIT RUNS SHOWN ARE IN CEILING SPACE BELOW. E IT \OT -S: 0 PROVIDE SINGLE POINT CONNECTION TO NEW HRU. HRU FACTORY CONTROL CABINS I INCLUDES. DISTRIBUTION TO SUPPLY (15HP) AND EXHAUST (10HP) VFDS. 20 SEE SHEET El 14 FOR LOCATION OF PANEL 'PH'. 3� PROVIDE RECONNECTION OF FIRE ALARM INTERFACE FOR EQUIPMENT SHUTDOWN. ® PROVIDE 120V, 1 —PHASE CONNECTION FOR MAINTENANCE LIGHTING AND RECEPTACLES. O. PROVIDE 60A/3 -POLE NON -FUSED NEMA 4X STAINLESS STEEL DISCONNECT SWITCH. INTERCEPT EXISTING HRU POWER CIRCUIT AND RECONFIGURE TO SERVE NEW ' MECHANICAL EQUIPMENT. SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED FEB 2 6 2009 PERMIT GENTEF REVISION BY APP'D DATE PLAN SCALE: 1 — 1 1/4. C, 3 #4 + 1 #6 EGC PANEL PH /15 NEW 1 1 /4 "C 3 #4 + 1 #6 PANEL "P1" (LOCATED ON LEVEL 1) WOOD HARBINGER, INC. 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com Mechanical /Electrical Engineers X TO PANEL "PH" AL DRAWN: AO Q CHECKED: BGA RECOMMENDED: - PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: O6T -46 CONTRACT NO: SCALE: NONE SITE LOCATION NO: ONE INCH AT FULL SIZE 1 " IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation 0' 4' 8' SCALE: 1 /8" _ METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT RL NORTHEAST ELECTRICAL PLAN DATE: 1/28/09 DRAWING NO: E1.13 SHEET NO: OF 24 27 0 a C o - L- a a (/) _ m 0 CD E � -0 a v LU —LL] W N CD • , Q � /v5 r- N LA • 0 CD -ID N— c 0 r o aJ 6; o ��w W c: a x MATCHLINE i , ren - Q - PLAN SCALE: 1 8"=1' �TO HRU 12A PNL PH (LOCATED ON LEVEL 1 MEZZANINE ABOVE OFFICE) PNL PI (LOCATED ON LEVEL 1) COORDINATE ROUTING OF NEW CONDUIT WITH EXISTING BUILDING ELEMENTS AND UTILITIES. ALL CONNECTIONS TO NEW ROOF TOP EQUIPMENT SHALL RISE UP WITHIN EQUIPMENT CURB. PROVIDE SINGLE POINT CONNECTION TO NEW HRU. HRU FACTORY CONTROL CABINET INCLUDES. DISTRIBUTION TO SUPPLY (15HP, 13A, 15HP, 25A) AND EXHAUST (1OHP, 13A, 15HP, 25A) VFDS. PROVIDE 50A /3 —P CIRCUIT BREAKER TO SERVE NEW HRU 12A, IN PLACE OF EXISTING 70A /3 -P. PROVIDE 50A/3 -P CIRCUIT BREAKER TO SERVE NEW HRU 13A, IN PLACE OF EXISTING 70A /3 —P. RE -USE EXISTING 50A /3 —P CIRCUIT BREAKER TO SERVE NEW HRU 25A PROVIDE RECONNECTION OF FIRE ALARM INTERFACE FOR EQUIPMENT SHUTDOWN: PROVIDE 120V, 1- PHASE CONNECTION FOR MAINTENANCE LIGHTING AND RECEPTACLES. PROVIDE 60A/3—POLE NON —FUSED NEMA 4X STAINLESS STEEL DISCONNECT SWITCH. INTERCEPT EXISTING HRU POWER CIRCUIT AND RECONFIGURE TO SERVE NEW MECHANICAL EQUIPMENT. SCALE: 1/8" BY APP'D DATE WOOD HARBINGER, INC 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822-94991 woodharbinger.com Mechanical /Electrical Engineers DESIGNED: DDR DRAWN: AOQ CHECKED: BGA RECOMMENDED: PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 CONTRACT NO: SCALE: NONE SITE LOCATION NO: ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT RL SOUTHWEST ELECTRICAL PLAN DATE: 1/28/09 DRAWING NO: E1.14 SHEET NO: OF 25 27 0 0 _J C - 2 0_ — - m - Q — 0 Sri 0 wv- W N /o D o - 0 o No. ROOF REVISION E J MECH UNIT APP'D (E) 120V CIRCUITS IN "GRS" CONDUIT (E) TO FIRE ALARM CONTROL PANEL f \ _J —BOX ON INTERIOR OF BUILDING WOOD HARBINGER, INC. 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com Mechanical /Electrical Engineers � MECH. CURB W.P. BOX FOR LIGHT SW. ON EXTERIOR OF MECH. UNIT. COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT LOCATION. W.P. BOX AND CONNECTIONS TO DUCT SMOKE DETECTORS DRY CONTACTS FOR FIRE ALARM CONTROL MONITORING. W.P. J- BOXES IN MECH. UNIT FOR: POWER CONTROLS LIGHT RECEPTACLE CONDUITS THRU ROOF, LOCATE BETWEEN TEES OF PRECAST ROOF BEAMS, ADJACENT TO PIPE STAND WHERE APPLICABLE. TYPICAL MOUNTING DISCONNECT DETAIL SCALE: NTS E1.13 E1.14 PROVIDE DEVICES, SWITCHES, AND WIRING WHERE INDICATED ON PLAN DRAWINGS. DESIGNED: DDR DRAWN: AOQ CHECKED: BGA RECOMMENDED: PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: 06T -46 CONTRACT NO: SCALE: NONE SITE LOCATION NO: ONE INCH AT FULL SIZE 1n I- IF NOT ONE INCH, SCALE ACCORDINGLY DISCONNECT KD SWITCH ElT \OT REFER TO ARCHITECTURAL DETAILS FOR ROOF CURB AND PENETRATION DETAILS. INTERCEPT EXISTING CONDUIT AS NECESSARY AND ADD PULL /J —BOXES TO RECONFIGURE BRANCH CIRCUITING TO SUPPORT DISCONNECT SWITCH AND CONNECTIONS TO REPLACEMENT MECHANICAL EQUIPMENT. J OlP S POWER CIRCUIT IN "GRS" CONDUIT NEW J —BOX ON INTERIOR OF BUILDING SEPARATE PERMIT AND APPROVAL REQUIRED King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT ELECTRICAL DETAILS RECEIVED FEB 2.6 2009 PERMIT GENIE DATE: 1/28/09 DRAWING NO: E5.01 SHEET NO: OF 26 27 Panel Name: PH PANEL SCHEDULE Location: LVL 1 Mezz. Grid H.5/7 480 Volt Section: 1 of 1 Fed From MPD Subst "A" 3 Phase, 3 Wire Surface Mounted Panelboard 14 kAIC Sym Main Lugs Only 225 Amp Bus Capacity Copper Mfgr: SQ -D 1 -LINE Cat # HCN Bus ` 100% Neutral Ckt No Circuit Description Frame Frame Ckt Brkr ' kVA o_ = Frame Frame Ckt Brkr Circuit Description Ckt No Amps Pol P Amps Amps Pol WA Amps Amps Pol 1 EXH FAN F - 8 (RAD BENCH) 15/ 3 2 3 O V 15/ 3 15/ 3 SPARE 2 3 SPARE SPARE 4 15/ 3 15/ 3 I O U 15/ 3 SPARE 4 5 SPARE SPARE 15/ 3 O c) O -0 U 20/ 3 SPARE 15/ "3 EXH FAN F -9 (TANK REPAIR) 6 7 SPARE O 15/ 3 20/ 3 SPARE TO JBOX O C) 11 SPARE 15/ 3 SPARE 8 9 SPARE 30/ 3 20/ 3 13 EF -2 I CI c 20/ 3 15/ 3 SPARE 10 11 SPARE 14 15 15/ 3 30/ 3 v - v 15/ 3 SPARE 12 13 RANGE OVEN 50/ 3 40/ 3 • — SPARE DISCONNECT 18 30/ 3 SPARE 14 15 HRU -12 -A — U Lighting 0.00 kVA 125% 0.00 kVA Receptacles 0.00 kVA 50 %>10kVA 0.00 kVA All Motors 0.00 kVA 100% 0.00 kVA Lrgst Motor 0.00 kVA 125% 0.00 kVA Kitchen 0.00 kVA 100% 0.00 kVA Miscellaneous 0.00 kVA 100% 0.00 kVA Non- Coincident 0.00 kVA -100% 0.00 kVA 50! 3 PP -08, PP -09, PP -10 SUMP PUMPS 20 O _0 C) SPACE 30/ 3 PRESS 16 17 SHEAR 15 / 3 SPARE TO HV RELAY CABINET 50/ 3 : 1. 2. O 1] C) 2 "C, (3) #3/0, (1) #6EGC breaker #16 re -used for Replaced HRU -25A 15/ 3 DO- ALL _BANDSAW 18 19 EXHAUST FAN 15/ 3 O U 15/ 3 SPARE 20 21 SPARE 15/ 3 O 1] U 15/.3 SPARE 22 23 SPACE O _0 C) SPACE 24 25 SPACE • _0 U SPACE 26 27 SPACE O —C:2 C.) SPACE ` 28 29 SPACE O C.) SPACE 30 Load Summary Connected Load Factor Calculated Load . 1. Notes: 70A/3 -pole, CKT #15 with 50A/3 -pole to serve replaced HRU -12A Lighting 0.00 kVA Receptacles 0.00 kVA All Motors 0.00 kVA Lrgst Motor 0.00 kVA Kitchen 0.00 kVA Miscellaneous 0.00 kVA Non - Coincident 0.00 kVA 125% 0.00 kVA 50 % >10kVA 0.00 kVA 100% 0.00 kVA 125% 0.00 kVA 100% 0.00 kVA 100% 0.00 kVA - 100% 0.00 kVA Replace existing Total 0.00 kVA 0.0 Amps 0.00 kVA 0.0 Amps Panel Name: PI PANEL SCHEDULE Location: LVL 1 Grid P/7.5 480 Volt Section: 1 of 1 Fed From Pnl PDA 3 Phase, 3 Wire Surface Mounted Panelboard 225 Bus Capacity Copper kAIC Sym Main Lugs Only 22 Amp P tY PP er Mfgr: SQ -D I -LINE Cat # HCN 6890 -6 Bus 100% Neutral Ckt No Circuit Description P Frame Ckt Brkr kVA = kVA Frame Ckt Brkr .. Circuit Description P Ckt No. Amps P Amps Pol P Amps P Amps Pol P 1 SPARE 15/ 3 O -CZ U 15/ 3 SPARE 2 3 SPARE 15/ 3 o 15/ 3 SPARE 4 5 SPARE 15/ 3 O U 15/ 3 HV-04 (PAINT SHOP) 6 7 SPARE 15/ 3 O c) 20/ 3 SPARE 8 9 SPARE 30/ 3 O 20/ 3 SPARE TO JBOX 10 11 SPARE 20/ 3 O .0 C.) 30/ 3 SPARE 12 13 EF -2 20/ 3 O —2=1 U 20/ 3 SPACE 14 15 HV -05 (PAINT PREP) 30/ 3 O —Ca C) 50/ 3 HRU -25A 16 17 SPARE 50/ 3 O .0 U 40/ 3 SPARE DISCONNECT 18 19 SPARE . 1. 2 3. 40/ 3 . a two section panel, only section 1 is shown for reference P Y 2 "C, (3) #4/0, (1) #6EGC 70A/3 -pole, CKT #3 with 50A/3 -pole to serve replaced HRU -13A — U Lighting 0.00 kVA 125% 0.00 kVA Receptacles 0.00 kVA 50 %>10kVA 0.00 kVA All Motors 0.00 kVA 100% 0.00 kVA Lrgst Motor 0.00 kVA 125% 0.00 kVA Kitchen 0.00 kVA 100% 0.00 kVA Miscellaneous 0.00 kVA 100% 0.00 kVA Non- Coincident 0.00 kVA -100% 0.00 kVA Panel PD is Feeder. (1) Replace existing 15/ 3 PP -08, PP -09, PP -10 SUMP PUMPS 20 21 SPACE O - 0 U 15 / 3 SPARE TO HV RELAY CABINET 22 Load Summary Connected Load Factor Calculated Load : 1. 2. Notes: 2 "C, (3) #3/0, (1) #6EGC breaker #16 re -used for Replaced HRU -25A Lighting 0.00 kVA 125% 0.00 kVA Receptacles 0.00 kVA 50 % >10kVA 0.00 kVA All Motors 0.00' kVA 100% 0.00 kVA Lrgst Motor 0.00 kVA 125% 0.00 kVA Kitchen 0.00 kVA 100% 0.00 kVA Miscellaneous 0.00 kVA 100% 0.00 kVA Non- Coincident 0.00 kVA - 100% 0.00 kVA Feeder. (1) 50A/3 -Pole Total 0.00 kVA 0.00 kVA 0.0 Amps 0.0 Anrps Panel Name: PD PANEL SCHEDULE Location: LVL 1 Grid P/7.5 480 Volt Section: 1 of 2 Fed From MPD, SUBST "A" 3 Phase, 3 Wire Surface Mounted Panelboard 14 kAIC Sym Main Lugs Only 225 Amp Bus Capacity Copper Mfgr: SQ -D I -LINE Cat # HCN Bus 100% Neutral Ckt No. Circuit Description Frame Ckt Brkr kVA d_ S kVA Frame Ckt Brkr Circuit Description Ckt No. Amps Amps Pol Amps Amps Pol 1 5A DRIL PRESS 15/ 3 0 -CZ V 15/ 3 6AB GLASS POLISHER 2 3 HRU - 13A (LABELED "5M PED SANDER BUT TAGGED AS HRU -13A) 50! 3 • - U 15/ 3 51 SHAPER (TAGGED OFF/ NOT IN USE) 4 5 5H JOINTER 15/ 3 C7 — V 15/ 3 5D BAND SAW 6 7 5G PLANER 15/ 3 C7 C)J 30/ 3 5E BAND SAW (TAGGED OFF/ NOT IN USE) 8 9 5BC RADIAL ARM SAW 20/ 3 C7 v 50/ 3 5F TABLE SAW (TAGGED OFF / NOT IN USE) 10 11 5J MORIICER (BREAKER OFF/ NOT TAGGED) 15/ 3 C7 0 U 20/ 3 6AK PAINT BOOTH (BREAKER OFF/ NOT TAGGED) 12 13 DOORS 101 -1, 101 -2, 130 -1 20/ 3 O O U 20/ 3 DOORS 142 -1, 143, 143 -2, 146 -2 14 15 SPARE (BREAKER OFF/ NOT TAGGED) 30/ 3 O U 50/ 3 4M DRIVE -ON HOIST 16 17 SPARE 40/ 3 o C.) SUB FEED LUGS 18 Load Summary Connected Load Factor Calculated Load . 1. 2 3. Notes: . . a two section panel, only section 1 is shown for reference P Y 2 "C, (3) #4/0, (1) #6EGC 70A/3 -pole, CKT #3 with 50A/3 -pole to serve replaced HRU -13A Lighting 0.00 kVA 125% 0.00 kVA Receptacles 0.00 kVA 50 %>10kVA 0.00 kVA All Motors 0.00 kVA 100% 0.00 kVA Lrgst Motor 0.00 kVA 125% 0.00 kVA Kitchen 0.00 kVA 100% 0.00 kVA Miscellaneous 0.00 kVA 100% 0.00 kVA Non- Coincident 0.00 kVA -100% 0.00 kVA Panel PD is Feeder. (1) Replace existing Total 0.00 kVA 0.00 kVA 0.0 Amps 0.0 Amps 0 0 0 T 0 0 0 s • o) W � W N 0 I 0 0 0 ✓ c\Io O • 0 0 N (1) 0 CD w 60 o w w 0 o � Q (16 No. REVISION BY APP'D DATE WOOD HARBINGER, INC 3009 112th Avenue NE, Ste. 100 Bellevue, WA 98004 (425) 822 -9499 I woodharbinger.com Mechanical /Electrical Engineers DESIGNED: DDR DRAWN: AOQ CHECKED: BGA RECOMMENDED: PROJECT MANAGER: D. CAMPBELL APPROVED: IBIS NO: 432692.700 WORK REQUEST: ` 06T -46 CONTRACT NO: SCALE: NONE SITE LOCATION NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation LOAD S HRU -12A SF EF HRU -13A SF EF HRU -25A SF EF SEPARATE PERMIT AND APPROVAL REQUIRED V ARY: THIS PROJECT REPLACES (3) EXISTING ROOF TOP MECHANICAL AIR HANDLING UNITS AS FOLLOWS: EXIST NEW 20HP 15HP 30HP 10HP 20HP 15HP 30HP 10HP 15HP 15HP 20HP 15HP FOR AN OVERALL NET REDUCTION IN LOAD OF 55HP. METRO. TRANSIT DIVISION SOUTH BASE METRO COMPONENT SUPPLY CENTER AIR HANDLING UNIT REPLACEMENT ELECTRICAL SCHEDULES RECEIVE FEB 2 6 2000 PERMIT CENTS DATE: 1/28/09 DRAWING NO: E6.01 SHEET NO: OF 27 27