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HomeMy WebLinkAboutPermit M10-078 - COSTCO - REROOFCOSTCO REROOF 400 COSTCO DR M10 -078 City ATukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: //www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Project Name: COSTCO REROOF Permit Number: M10 -078 Issue Date: 07/29/2010 Permit Expires On: 01/25/2011 Owner: Name: SADE PAUL +ELEANOR Address: 585 POINT SAN PEDRO RD , SAN RAFAEL CA 94901 Contact Person: Name: LISA HORN Address: 1110 112 AV NE - SUITE 500 , BELLEVUE WA 98004 Email: LISA.HORN @MULVANNYG2.COM Contractor: Name: JACKSON DEAN CONSTRUCTION Address: 3414 S 116 ST , SEATTLE WA 98168 Contractor License No: JACKSDC962QR Phone: 425 - 463 -1576 Phone: 425 378 -2031 Expiration Date: 12/31/2010 DESCRIPTION OF WORK: REPLACE TWO EXISTING ROOF TOP UNITS Value of Mechanical: $25,000.00 Fees Collected: $447.81 Type of Fire Protection: SPRINXLERS International Mechanical Code Edition: 2009 Permit Center Authorized Signature: Date: -.)--C1—( 0 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. Signature: Print Name: fZ/ 7Q /3,4-(c c 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. Date: doc: IMC -4/10 M10-078 Printed: 07 -29 -2010 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.tulcwila.wa.us Parcel No.: 2523049063 Address: Suite No: Tenant: 400 COSTCO DR TUKW COSTCO REROOF PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M10 -078 ISSUED 06/15/2010 07/29/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Readily accessible access to roof mounted equipment is required. 6: 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. 7: 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. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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. * *continued on next page ** doc: Cond -10/06 M10 -078 Printed: 07 -29 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. Signature: Print Name: 776 /3 C-cl- (LCt Date: 7/z1//b ordinances governing or local laws regulating doc: Cond -10/06 M10 -078 Printed: 07 -29 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.dtukwila.wa.us Building Permit MecJ Plumbing /Gas Permit No. Pubile Works Permit NO.; Project No, For office use only) 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 Site Address: 400 Costco Drive, Tukwila, WA 98188 Tenant Name: Costco Wholesale King Co Assessor's Tax No.: .2.,r)--.3.0 Li 10 to 3 Suite Number: Floor: 1 New Tenant: ❑ Yes J ..No Property Owners Name: Paul and Eleanor Sade 1985 Trust, Paul and Eleanor Sade Trustees, c/o Mr. Robert M. Miller Mailing Address: Miller International, Ltd 24 Cherry Hills Court Alamo CA 94507 CONTACT PERSON Name: Lisa Horn City State Zip bodowe con r ready to.1 Mailing Address: 1110 112th Ave NE - Suite 500 Day Telephone: (425) 463 -1576 Bellevue WA 98004 E -Mail Address: Lisa.Horn @MulvannyG2.com City State Fax Number: (425) 463 -2129 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas iping (pg 5)) Company Name: Ferguson Construction Mailing Address: PO Box 80867 Seattle WA 98108 Contact Person: Justin Armstrong E -Mail Address: Justina @fergusonconstruction.com Contractor Registration Number: FERGUCI000LA City State Day Telephone: (206) 767 -3801 Fax Number: (206) 767 -7342 Expiration Date: 06/01/2011 Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: MulvannyG2 Architecture Mailing Address: 1110 112th Ave NE - Suite 500 Bellevue WA 98004 Contact Person: Lisa Horn E -Mail Address: Lisa.Horn @MulvannyG2.com City State Day Telephone: (425) 736 -6324 Fax Number: (425) 463 -2129 Zip ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Company Name: Engineers Northwest Mailing Address: 6869 Woodlawn Avenue NE Seattle WA 98115 Contact Person: Bob Raichle E -Mail Address: bobr @enwseattle.com H: \Applications \Forms - Applications On Line\2009 Applications \I -2009 - Permit Application. doc Revised: 1 -2009 bh City State Day Telephone: (206) 525 -7560 Fax Number: (206) 522 -6698 Zip Page 1 of 6 MECHANICAL PERMIT INFORMATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: -II-xi Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 25, GOO Scope of Work (please provide detailed information): ""REPtL-AC_J. Tw 0 Ek• ru[, Roor'- —roP E3iti T Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM 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 Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind H:\Applications \Forms - Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 4 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: ~ �:; (,,„-g, `1 c:� jl � tiNA.� ' �.._ Date: .C,z 3 / 1 6 Print Name: 4/9444404 fae / / i 7 ht'f t%4 DS Telephone: Mailing Address: 0 3o\C 3 7 g -'4 1-6,-1. o (' "if f t'y ') % State Zip City Date Application Accepted: ! /lJn/ ( � — ( O Date Application Expires: E � to Staff Initials: H: \Applications\Fomis- Applications On Line \2009 Applications \1 -2009 - Permit Application. doc Revised: 1 -2009 bh Page 6 of 6 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 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Applicant: COSTCO REROOF RECEIPT Permit Number: M10 -078 Status: APPROVED Applied Date: 06/15/2010 Issue Date: Receipt No.: R10 -01441 Initials: User ID: Payee: WER 1655 Payment Amount: $358.25 Payment Date: 07/29/2010 08:35 AM Balance: $0.00 COSTCO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8872999 358.25 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 358.25 Total: $358.25 PAYMENT RECE IVE. C? doc: Receiot -06 Printed: 07 -29 -2010 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: htqx//www.ci.tukwila.wa.us Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Applicant: COSTCO REROOF RECEIPT Permit Number: M10 -078 Status: PENDING Applied Date: 06/15/2010 Issue Date: Receipt No.: R10 -01066 Payment Amount: $89.56 Initials: WER Payment Date: 06/15/2010 01:29 PM User ID: 1655 Balance: $358.25 Payee: COSTCO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8847938 89.56 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 89.56 Total: $89.56 doc: Receiot -06 Printed: 06 -15 -2010 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 Permit Inspection Request Line (206) 431 -2451 Mt -MI Pro} O6 /nom l r Type of Inspection: p Adti s/s�:/j /%/+ Date Called: Specia Instructions: Date Wante d: p. m. Requester: Phone No: ElApproved per applicable codes. D Corrections required prior to approval. COMMENTS: / 0- 4.e, L AS2 //6 / ) e 6 - SPECTION FEE REQUIRED. Fior to next inspection. fee must be pa`i'd at 6300 Southcenter Blvd., S to 100. Call to schedule reinspection. r S INSPECTION NO. INSPECTION RECORD Retain a copy with permit mtd ,a7lEr PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: y___ 0 * (.l") c- L 6 _ ! L I ..`! °ra ? r- Type of Inspecti n: . - Ft A. 44 dam, Q•..e.A. Address: Cart6 Date Called: - - Special Instructions: a - Date Wanted: / f7 rZ 2 r a — fa p.m. Requester: ✓� ll r q R Phone No: 4Z5 -1l( -4345 ElApproved per applicable codes. • Corrections required prior to approval. COMMENTS: ct 4' t o,Cdw►h l c -IQ yNA n,! , s. -► r a A f 1 P 11 "✓ ✓� ll r q R - 3 • s A. Date: 1(}- _22 -ttt - REI PECTION•FEE REQUIRED. Prior to 4ext inspection, fee must be pai; t•6300 Southcenter Blvd.. Suite 100. all to schedule reinspection. *'_ax•• ':.: -•.Y .'. +ne:••r .`•.+. •, - elJee9fr - . ' • • .-;*.' s - ..w =-ue ' . .:w xC+r/.w'= f. • F L INSPEtTION RECORD Retain a copy with permit 0. PERMIT NO. CITY OF TUIMILA BUILDING DIVISION 6300 Southcenter Blvd., #1 0, Tukikila, WA 98188 (206) 431-3670. Permit Inspection Request ine (206) 431=2451 mio-(973 yFeject: R at:).‘cs F-- Typr Inspecti . % t AI Address. . 6 6 Date Called: Special Instructions: - i 1 • -- . - 7!) .%. - '\-. ' 1/1 Date Wanted: / 0 -- —(C) p.m. Requester: Phone No: i 55 Approved per applicable codes. COMMENTS: Corrections required-prior to approval. Weilh /2%1 — 4pp fever/ Smage SA)el ,/- Ai - rims et 2, a / r-ierrsInv5 PI 1 Arrt m rin/a4-b Inspec r: RE SPECTION FEE R p. d at 6300 Southcente Date: UIRED. P ior CO next inspection, fee must be . Blvd., ite 100. Call to schedule reinspection. • 041',11.W"P:'741r4Aik. t;:r.• r-m—rwer;ZrIsseme" .4„, -• .azitz 'Margin.. 'AMIN ■ All AWN azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 22, 2010 KA No. 066 -10180 Permit No. M10 -078 Costco Wholesale, c/o Mulvanny G2 Architecture 1110 112t Avenue NE Ste. 500 Bellevue, WA 98004 RE: Final Letter (2) Costco Wholesale Re -roof 400 Costco Dr. Tukwila, WA To Whom It May Concern: OCT 2 5 2010 DEV`.., LOP1,IT In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: ® Support Framing Structural Upgrades for two Air Conditioning units. To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN IATES, INC ob-rt Operation Puyallup n Jr. ager CC: City of Tukwila With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. FILE COPY STRUCTURAL CALCULATIONS FOR COSTCO WHOLESALE TUKWILA RE -ROOF & HVAC REMODEL VU 0° 400 Costco Drive Tukwila, WA 98188 Tom Wampler, PE /SE Joel Kipple, E.I.T. June 11,2010 ENW Project No. 87- 022 -023 CODE: 2006 IBC REVIEWED FOR CODE COMPLIANCE PPROVED JUN 2 4 2010 Cfty of Tukwila BUILDING DIVISION RECEIVED JUN 152010 PERMIT CENTER 0 O 6869 Woodlawn Avenue NE • Seattle, WA 98115 • 206.525.7560 • fax 206.522.6698 www.engineersnw.com EN \ ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT # 27-022-023 PROJECT COSTW — Toz Wl cA : RE—RooF & NVAc SUBJECT 11VA4L 1iW'tiT Ac -I DATE SHEET BY 1 OF IS (E) GLVLkM GIRDEX ' REMOVE EXIST. 1.5 TON AC UNIT APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. OW. UNIT Is 1154)165 w/ Cana Oita FRM6. BE1oW NEW uNIT 16 63314 (726 'b6 w/ Co418 + DVcMs) (E) GLutAM GIaDE . (E) GWLAM cIab T Exist Pugt 40 8`-0" ac, (E) GLU AM GIRDEII (E' GLUTAM GIRDEYZ PARTIAL ROOF Jff 4M►J & a AC -I (PHARmAcY) /16ur4" ENW Tag # .Z1?-o22-05 TRAIN° EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENSATE DRAIN 9/4 -14 NPT DIA. HOLE COS110 — TUi(WrtR s RE- @of $ 14VA Dimensional Data TOP PANEL CONDENSER FAN 9211/ NM 140)11414* 598' 14 ', • 1� 142 YN 5 916' 14f NN 75/8' 194 NN (TC MODELS) 2' ELECTRICAL CONNECTION (SINGLE POINT POWER • WHEN HEAT INSTALLED) 12 NPT GAS CONNECTION (VC MODELS) 143' NN 244 MN 441 4" 1124/ NN CONTROL AND COMPRESSOR ACCESS PANEL Figure 1. Cooling and Gas /Electric - 3 -5 Tons Standard Efficiency; Cooling and Gas /Electric; 3 Tons High Efficiency; Heat Pump - 3-4 Tons Standard Efficiency * All dimensions are In inches/millimeters. * *1/2 NPT Gas Connection = (Y C Models only); 2" Electrical Connection: Single Point Power When Heat Installed (T C Models only.) CONDENSER COIL UNIT CONTROL WIRE 7/6' (226E4) DUL HOLE SERVICE GAUGE PORT ACCESS 1 3/8' (3511M) DIA. HOLE UNIT POWER WIRE Y (51MM) DIA. HOLE 92 M 1�/J 102 MM y 24' 610 MM 14' 91/4'_..1512' 359MM 235MM 394MM RETURN 1 SUPPLY 16' 457 MM TBU CONDENSATE 701 MM 21 16' 1 612' 3111//1164' 165 MM 94 • 4 9/16' 116 MM 2312' THROUGH 697 MM THE THROUGH BASE GAS THE BASE 'AIL (Y C MODELS ELECTRICAL ONLY) —3L"617:4— Figure 2. Cooling and Gas /Electric - 3 -5 Tons Standard Efficiency; Cooling and Gas/ Electric - 3 Tons High Efficiency; Heat Pump - 3-4 Tons Standard Efficiency Downflow Airflow Supply /Retum - Through the Base Utilities * All dimensions are In Inches /millimeters. RT- PRCO23 -EN 103 K 2/ Ig ENW ENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # $`%- 022 -025 PROJECT C0Sn— TuKWI(A: / !&OF 4., MVAC DATE SHEET 3 OF 1$ BY J u SUBJECT 14 VA FRAMIi(, AC-1 FRAMING PME`a = (12.0 p6F)(S.0') = 96 pt( CAsb) Wa /nn RAZL1N5 r � � L I I MEoi) Exisr ' 45d It‘ //i /.1 /0o 1s l rMEsHANtw = -633 1 2.75 FRAMING i 62. / ulN7 tow '36) 31) NSd i7 ~2 187)(' I2.7 ) 1EXs 0+ 211S1 163 MI UNEw (16 (9t31) + (1331014 1-2.75) + f8'7)(1 i.51- 273) —2 6SS 16s NISI VNE, /Vocia 26711,153 = I,06 S% OVEnsTr1 -55 v&i(4 6j 1NSPECTIOn/) mAIEVMExrsr < 1.05 ti DkAY f/1EtH 0.7 (720) = 504'6' CASb 1 (20(5.5)(5.5)= 24116 s mg)] //l EG. E. 1,,1b z- (12)o),-, 12 pN CASDi Ws= osYI► =25s! OJT5) <'. Title : COSTCO Tukwila Job # 87- 022 -023 Dsgnr: JK Date: 9:20AM, 10 JUN 10 Description : RE' -/1oaF 8, Hunt Scope : N /18 Rev: 580004 User. KW -0606898, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 87 -022 -023 rooftop framing.ecw:Calculations Description AC -1 Beam 2 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Section Name 2-2x8 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 3.000 in 7.250 in Sawn 1.150 Pin -Pin 35.000 pcf Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fc Allow E Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 12.00 #/ft #/ft #/ft LL LL LL 8.00 ft ft ft 900.0 psi 180.0 psi 625.0 psi 1,600.0 ksi 25.00 #/ft #/ft #/ft Lu Lu Lu 2.00 ft 0.00 ft 0.00 ft Point Loads Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs lbs 0.000 ft Ibs Ibs 0.000 ft Ibs lbs 0.000ft Dead Load Live Load ...distance 504.0 lbs Ibs 4.000 ft Summary 241.0 Ibs Ibs 4.000 ft Span= 8.00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 834.80 psi Fb 1,237.32 psi = 3.000in x Depth = 7.25in, Ends are Pin -Pin 0.675 : 1 1.8 k -ft 2.7 k -ft 1.83 k -ft at 4.000 ft 0.00 k -ft at 8.000 ft 0.00 k -ft 0.00 k -ft 2.71 Reactions... fv 35.68 psi Left DL Fv 207.00 psi Right DL Maximum Shear * 1.5 Allowable Shear: Beam Design OK 0.8 k 4.5 k @ Left 0.54 k @ Right 0.54 k Camber: @ Left 0.000 in @ Center 0.151 in @ Right 0.000 in 0.44 k 0.44 k Max 0.54 k Max ' .54 Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * D. @ Center @ Left @ Right Dead Load -0.101 in 4.000 ft 954.9 L. Deft) ... 0.151 in 0.000 in 0.000 in Total Load -0.116 in 4.000 ft 830.09 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 - USE 51,41G6o1/ LU6 -2 E1. w/ RI= / go'6 (74sa--) - ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # 87- 022 -023 PROJECT COST(0 — TuuwitA ; QE -Roof 8, HVAC DATE 6-940 SUBJECT HvAc LAYCt/T AC -2 REMOVE EXIST. AC UNIT APPROX. HERE. DEMO EXISTING DUCTWORK ON ROOF. FIELD VERIFY SIZE AND L011. ON. EXISTING EXHAUST FAN TO REMAIN. SHEET S OF IC21 BY zrK tri SEE DETAIL ^,`2 TRANSITION EXIST; DUCTWORK THRU RO TO NEW UNIT DUCT DROP (E) GLUI,AM GI12DE1. F ti El El (E) NEW AC UNIT TO BE LOCATED AT LOCATION OF EXISTING DUCT PENETRATIONS THRU ROOF. FIELD VERIFY SIZE AND LOCATION. EXISTING UNIT 1S 5171" V/ Wx6 SLEEPERS Puf 'FI TO Pug IN (FIELD VEY) NEW UNIT IS 6S31bl OVEN S. ME FOGTP I,/r (720Ibs w/ Culls + DucrweAk) GwLA -A4 ORDER (E) GI/L11/11 GIRDEk 47 (E) GLUE.AM 6112Df="g 50' -0" L1E TIAL ROOF FRAMING a AC -2 (0FFicE) %6 " -1 L0" 'CAI/ a-613 # a7- O22-O23 8 WANE EVAPORATOR S PANEL ALTERNASEcd MENSME ORAW CONNECTION M4 -14 NTT DNA. HONE C65TC& — TIkWILA - RE)?dOF S, HvA( Dimensional Data W ,OP Wwa CONDENSER FAN 407M 1011 LOA 4 IM 108 LOA 6-o- to 4 -6 Tons 6 CONDENSER COIL UNIT CONTROL W WE 718. (221114) DI .HOLE 47 TOP 90 m 1218 2251 MM ELECTRICAL CONNEC ION (SINGLE PONT POWER WHEN NEAT !BULLED) SERVICE � DIIkH� UNIT POWERPARE 1 ST MAW DIA HOLE CONTROL AND COMPRESSOR ACCESS PANEL Figure 11. Cooling and Gas /Electric 4 -5 Tons High Efficiency; Cooling and Gas /Electric - 6 Tons Standard Efficiency- Heat Pumps - 5 Tons Standard Efficiency * All dimensions are In Inches/millimeters. w iri iV& w ---T z iii -- 102 TTRIIXIT TIE WISE ELECTRICAL Figure 12. Cooling and Gas /Electric 4 -5 Tons High Efficiency; Cooling and Gas /Electric - 6 Tons Standard Efficiency; Heat Pumps - 5 Tons Downflow Airflow Supply /Return - Through the Base Utilities "' All dimensions are In Inches /millimeters. 108 RT- PRCO23 -EN ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # SUBJECT Ri - 022 -023 PROJECT I4VAL F /1714n 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 COSi?O — Tuuwrti : RE kMr % HVA[ /l f -2 RAMMNG PUI Unis F(t4MiNG PMEtN N2.o, 11x StEE7'Et2 51 EEPin DATE SHEET BY OF rg 7W Wo = (11.0 f(- (8,6') = %.0 fit Ois»l t!PMEnioxtr, < 517' CAT) (PP/Em)AtEw = 65316= /Asb) VExisr = WPM 7 = 2 1653)/N2 -6.6?) yaw — 2 Nz VAVVE = 2 56/2 N5I = I.0117 NS/ 163 CAD) 566165 [45DJ a AI PwECN = 0.1? ( ?20) = 50W 16s CAszJ PsAmw % A50056)15,0= = 2N1 ibs CASD3 Ea Ea. Title : COSTCO Tukwila Dsgnr: JK Description : Scope: Job # 87- 022 -023 Date: 9:33AM, 10 JUN 10 Rev: 580004 User. KW -0606898, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 87 -022 -023 rooftop framing.ecw:Calculations Description 4x Sleeper General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Section Name 4x6 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 3.500 in 5.500 in Sawn 1.150 Pin -Pin 35.000 pcf Center Span Left Cantilever Right Cantilever Douglas Fir- Larch, No.2 Fb Base Allow 875.0 psi Fv Allow 170.0 psi Fc Allow 625.0 psi E 1,300.0 ksi 8.00 ft Lu ft Lu ft Lu 8.00 ft 0.00 ft 0.00 ft Point Loads Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Dead Load Live Load ...distance 540.0 Ibs Ibs 4.000 ft 241.0 Ibs Ibs 4.000 ft Span= 8.00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,087.69 psi Fb 1,293.90 psi Deflections = 3.500in x Depth = 5.5in, Ends are Pin -Pin 0.841 : 1 1.6 k -ft 1.9 k -ft 1.60 k -ft at 4.000 ft 0.00 k -ft at 8.000 ft 0.00 k -ft 0.00 k -ft 1.90 fv Fv 31.72 psi 195.50 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 0.6 k 3.8 k @ Left 0.41 k @ Right 0.41 k Camber: @ Left 0.000 in @ Center 0.353 in @ Right 0.000 in 0.41 k 0.41 k Max 0.41 k Max 0.41 k Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.8 * D. @ Center @ Left @ Right Dead Load -0.235 in 4.000 ft 408.5 L. Deft )... 0.353 in 0.000 in 0.000 in Total Load -0.235 in 4.000 ft 408.47 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ... Length/Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # V- 022 -r/L3 PROJECT SUBJECT SF15MIC 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 ea gal - TurcwuA : RE- f1eao Latitude and Longitude of a Point DATE 6-7 40 pp SHEET q OF ) 0 BY 7c Y Note: Right dick on a blue marker to remove it. �kL t BM I E Get the Latitude and Longitude of a Point When you click on the map, move the marker or enter an address the latitude and longitude coordinates of the point are inserted in the boxes below. Latitude: Longitude: 47.447035059810055 1- 12224187970161438 1 Degrees Minutes Latitude: X47 1 1226 Longitude: 1 -122 1 [14 Seconds 149 3254 30.7674 Show Point from Latitude and Longitude Use this if you know the latitude and longitude coordinates of a point and want to see where on the map the point Is. Use: + for N Lat or E Long - for S Lat or W Long. Example: +40.689060 - 74.044636 Note: Your entry should not have any embedded spaces. Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4470350598 Longitude = - 122.2418797016 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacini Period Sa (sec) (g) 0.2 1.400 (Ss, Site Class B) 1.0 0.478 (S1, Site Class B) ENGINEERS - NORTHWEST, INC.P.S. SHEET 10 OF 9 6869 WOODLAWN AVE. N.E. (SUITE 205) REV. 1: 4/6/07 SEATTLE, WA. 98115 REV. 2: 9/29/09 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = 'Shaded cells Job number : 87 -022 -023 Job name : COSTCO - Tukwila: Re -Roof RFV 3 3/10/10 SEISMIC IBC 2006 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Input Al Special reinforced concrete shear walls Basic Seismic - Force - Resisting System = Basic Seismic- Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = TL = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) _ Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = Regular Structure s 5 Stories? BWS Y Y 30.50 ft. 1.43 0.49 16 D II 31.50 ft. 30.50 ft. 30.50 ft. YES Site Coefficient Fa = Site Coefficient Fv = Sms Sm1 = Sds = Sd1 = Seismic Design Category (SDC) _ To Ts = Ct = Period =T= Sa = R= f/o = Cd = le = Output 1.000 1.510 1.430 0.740 0.953 0.493 D 0.103 0.517 0.02 0.260 0.953 5 2 5 1 Detailing Reference Section = 14.2 Cs calc. = 0.191 Cs max. = 0.379 Cs min. = 0.010 Cs use = 0.191 Vu design = 0.191 V design = 0.134 Ev = 0.191 = Bearing Wall System Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long -period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it is Site Class "E "or "F'. roof high point (minimum parapet) roof low point (maximum parapet) Section 12.8.1.3 W = Building weight (# or kips) Table 11.4 -1 Table 11.4 -2 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 Table 12.8 -1 seconds - Section12.8.2.1 (Eq. 12.8 -7) Cu = 1.4 Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4 -7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 Occupancy Importance Factor - Table 11.5 -1 Section 12.8.1.1 (Eq. 12.8 -2) Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) *W At strength level USD (Eq. 12.8 -1) Working (0.7*E) ASD *D = +/ -.2 Sds D (Eq. 12.44) - May be Zero for proportioning foundations. Diaphragms Fpu calc. = Fpu min.= Fpu max. = Fpu design = Fp design = wp = The weight tributary to the diaphragm at that level 0.191 "wp (Eqs. 12.8 -2 thru 12.8-6 above) 0.191 *wp (min. Section 12.10.1.1) 0.381 'wp (max. Section 12.10.1.1) 0.191 *wp USD 0.133 *wp ASD (o.ruso) EQ. 6/7/2010 87- 022 -023 ASCE7- 05Seismic.xis ENGINEERS - NORTHWEST, INC.P.S. SHEET 11 OF 1 D 6869 WOODLAWN AVE. N.E. (SUITE 205) 5/24/07 SEATTLE, WA. 98115 * ** Property of Engineers Northwest, Inc., Seattle - Use by others unlawful * ** AMERICAN SOCIETY OF CIVIL ENGINEERS WIND LOADS PER ASCE 7 -05 Method 2 - Section 6.5.12.2.2 - Low -Rise Buildings INPUT CELLS = (Shaded) All references are to ASCE 7 -05 for Sections, PROJECT NUMBER: 87 -022 -023 Figures, Tables & Equations PROJECT NAME: COSTCO - Tukwila LOCATION: DESIGN BY: JK PROGRAM LIMITATIONS: 1.) The building height MUST NOT exceed the length nor width (a.rigid structure) 2.) The building MUST NOT exceed 60. feet in height: ' 3:) The roof slope MUST NQT exc®ed 45 degrees: BUILDING AND BUILDING WIDTH, B = BUILDING LENGTH, L = BLDG. EAVE HEIGHT, he = BLDG. RIDGE HEIGHT, hr = ROOF SLOPE, s = IS ROOF A HIP OR GABLE? HEIGHT OF PARAPET, hp = WIND VELOCITY, v = SITE EXPOSURE = IMPORTANCE FACTOR, I = SITE INFORMATION INPUT 427.17 ft. 500.00 ft. 30.50 ft. 31.50 ft. 0.25 InJft. Gable 31.50 ft. (EL 0-0" to T.O.W.) 85 mph (3 second gusts only MI) B Section 6.5.6.3 1.00 See table to the right (PARALLEL TO RIDGE) (PERPENDICULAR TO RIDGE) Roof slope = 1.1935 degrees TOPOGRAPHIC FACTOR, Kzt = 1.00 Figure 6-4 & Eq. 6 -3 DIRECTIONALITY FACTOR, Kd = 0.85 For this Kd you MUST use ASCE Toad combinations in Sec. 2.3 & 2.4 Building internal pressure condition = ENCLOSED Determines GCpi in Figure 6 -5 * Note:- III = Public Assembly 8Jor Hazardous * ( See ASCE 7 Section 6.2 for definitions of Enclosure Classifications) Substance & IV = Essential Facility Importance Factor - I Category Importance Table 1 -1 pg.4 Factor Table 6 -1 II 1.00 III & IV 1.15 OUTPUT MEAN ROOF HEIGHT, hmr = 31.00 ft. L/B = 1.17 DESIGN HEIGHT, hd = 31.50 ft. (WIND PERPENDICULAR TO RIDGE B/L = 0.85 DESIGN HEIGHT, hd = 31.50 ft. (WIND PARALLEL TO RIDGE) hmr /B = 0.073 Design height for (qh) = 30.50 ft. hmr /L = 0.062 MAIN WIND -FORCE RESISTING SYSTEM (MWFRS)! FROM ASCE 7 Figure 6 -5 ( Input From - "Budding internal pressure condition" above) INTERNAL PRESSURE COEFFICIENTS - GCpi ENCLOSED = 0.18 -0.18 Kz = 0.7039 qh = 0.00256 Kz Kzt Kd V2 I (Eq. 6 -15) qh = 11.07 psf @ EL.30.5 ft. Section 8.5.12.2.2 Low -Rise Buildings p = gh((GCpf) - (GCpi)1 (Eq. 6-18) Case A - Perpendicular to ridge Case B - Parallel to ridge Zone GCpf Load Zone GCpf Load 1 0.40 4.43 psf 1 0.40 4.43 psf 2 -0.69 -7.64 psf 2 -0.69 -7.64 psf 3 -0.37 -4.09 psf 3 -0.37 -4.09 psf 4 -0.29 -3.21 psf 4 -0.29 -3.21 psf 5 -0.45 -4.98 psf 5 - 0.45 -4.98 psf 6 -0.45 -4.98 psf 6 -0.45 -4.98 psf 1 E 0.61 6.75 psf 1E 0.61 6.75 psf 2E -1.07 -11.84 psf 2E -1.07 -11.84 psf 3E -0.53 -5.87 psf 3E -0.53 -5.87 psf 4E - 0.43 -4.76 psf 4E -0.43 -4.76 psf Windward Parapets = 16.75 psf Leeward Parapets = -11.17 psf a= 17.09 ft. 2a= 34.17 ft. 1 Internal pressure = +/-1.99 psf NOTE: - Internal pressure for the main frame cancels when Zones 1 & 4 and 1E & 4E are combined but adds or subtracts at Zones 2, 3, 2E and 3E that do not have directly opposing frame loads. 6/7/2010 87- 022 -023 ASCE7 -05WindMeth2.xls ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 *** Property of Engineers Northwest, Inc., Seattle - Use by others unlawful *** PROJECT NUMBER: 87 -022 -023 PROJECT NAME: COSTCO - Tukwila LOCATION: 0 WIND LOADS PER ASCE 7 -05 Method 2 Section 6.5.12.2.2 - Low -Rise Buildings HEIGHT OF PARAPET, hp = 31.50 ft. BLDG. RIDGE HEIGHT, hr = 31.50 ft. BLDG. EAVE HEIGHT, he = 30.50 ft MEAN ROOF HEIGHT, hmr = 31,00 ft. Distance diaphragm is below roof = 2.0 in. Wall Support Elevation at Ridge = 31.23 ft. Wall Support Elevation at Eave = 30.23 ft. 2a= 34.17 ft. a= 17.09 ft Loads to MWFRS Locatio Walls @ comers = Walls = Windward roof = Leeward roof = Windward roof = Leeward roof = Walls parallel to the wind = Windward Parapets = Leeward Parapets = Joist depth @ MBS buildings For MWFRS Corner design Toad For Wall "Corner" design Toad Zones Loads 1E & 4E 11.51 psf 1 &4 7.64psf 2 -9.63 psf 3 -6.09 psf 2E -13.83 psf 3E -7.86 psf 5 & 6 0.00 psf All 16.75 psf All -11.17 psf ALSO Create a separate Toad case with all horizontal zones equal to 10 psf and all vertical zones equal to 0. Check this Toad case as an independent case and do not combine with the load case at the left. MWFRS - Diaphpagm loading parallel to the ridge Corner load (up to) 34.17336 ft. from corners = Non-corner Toad (more than) 34.17336 ft. from corners = 210 pif 140 plf MWFRS - Diaphpagm loading perpendicular to the ridge Corner Toad (up to) 34.17336 ft. from corners = Non-corner load (more than) 34.17336 ft. from corners = MWFRS - Roof Uplifts Roof uplift Toad up to 34.17336 ft. from exterior walls = Roof uplift load more than 34.17336 ft. from exterior walls = Components & Cladding 4 USE 4--- USE 210 pif f--- USE 150 plf f- -USE -13.9 psf 4-- .--USE -9.7 psf 4---- USE Wall Design @ 307 sq.ft. trib. (Inward) = Wall Design @ 307 sq.ft. trib. (Outward) = Wall Design @ 307 sq.ft. trib. (Outward at Corners) _ Wall Design @ 25 sq.ft. trib. (Inward) _ Wall Design @ 25 sq.ft. trib. (Outward) = Wall Design @ 25 sq.ft trib. (Outward at Corners) = Parapet only Design at Corners = Parapet only Design NOT at Corners = Roof overhang Or Canopy Roof Slope = Roof overhang Or Canopy Area = Roof overhang & canopies uplift (Zone 3) = Roof overhang & canopies uplift (Zone 2) = Wall anchorage load at corners = Non -comer anchorage Toad 17.08668 ft from corners = Wall anchorage load at ridge = 9.3 psf 4-- USE -10.3 psf 4-- -USE -10.7 psf 4--- USE 11.3 psf USE -12.2 psf USE -14.5 psf 4 ---- -- USE 18.4 psf 4---- USE 18.4 psf USE 0.50 In.lft. 544.0 sq.ft. -8.0 psf 4-- -USE -11.0 psf 4 USE 190 pH USE 180 plf USE 170 pif -- USE SHEET 12 OF I% 5/11/08 2 6/7/2010 87- 022 -023 ASCE7- 05WindMeth2.xls Input = Job Number, Job Name: Location: ENGINEERS- NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful LATERAL LOADING FOR MECHANICAL UNITS 87 -022 -023 COSTCO - Tukwila AC-1 over pharmacy Component Definition: Table 13.8.1 Category = Site Class (soil) = Ss = Ip= Equipment i3 mounted on Wind Speed = Exposure = Category = Is this a hurricane prone region? Ka= Wind is The mechanical unit is SHEET 13 OF IE REV.1 12/2/09 REV. 2 2/3/10 Seismic: ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Wind: ASCE 7 -05 Section 6.5.16.1 & Figure 6-21 (rooftop equipment) ME -1) Air -side HVAC, fans, air handlers, air conditioning units, cabinet heaters, air distribution boxes and other rlTable 13.6 -1 Mechanical and Electrical Components D 1.43 1.0 Roof 86 mph B 111 NO MU Operating Weight = MU Height= MU Length = MU Width = Roof height above ground level = Building Width = Seismic Output 1.00 Normal to face Flexible 720 !be 4.00 ft 5.00 ft 3.60 ft 30.60 ft. 600.00 ft. Section 13.1.3 TOP OF ROOF Table 1 -1 Table 8-1 Table 6-4 Not Dynamically Sensitive F, = 1.00 Table 11.4 -1 720 Ibs (MAX.) MU NOTE: Wind direction Is Into Me 30.6 ft A 600 ft Spa = 1.430 Sms =FaSs Section11,4.3 (Eq. 1,4.1) So, = 0.953 Sds = 2t3Sms Section 11.4.4 (Eq 11.4-3) 0.417 Table 13.6 -1 z/h = 1.0000 at roof level Fpu=1.6 *SDr Ip*Wp = 1.5248 'W. Upper bound (Eq. 13.3 -2) 0.4'ep'Sss Ip/Rp'(1 +2z/h)Wp= 0.4765 'W. Calculated (Eq. 13.3-1) Fpm 0.3'Soelp*W. = 0.2859 'W. Lower bound (Eq. 13.3-3) gyp= Wind Output Comparison: UPUIFr 5142 Fp, design = F. design = F. design = z= = Ka= ct._ (ICLa= (fie= (c6).m = et= G= (ch)..aGrG = (giy=.wGrCr = = Area Factor = F „= q.G,C%4 = Frr...e = earCrAr = F= 0.4765 'W [U.S.D.] 0.3338 •W (A.S.D.) Working (0.7 factor ) 240 Ibs -Total Force (A.S.D.] 1068 Ibs [ASD] 32.50 ft (height at centrold of MU) 1.15 Table 6-1 1.00 Sec. 6.5.7.2 (Eq. 6-3) 21.27'Kz Sec. 6.5.10 (Eq.6 -15) 0.72 Table 6-3 0.70 Table 6-3 15.25 psf Velocity pressure at height z above the ground 14.89 psf Velocity pressure at height h above the ground 1.418 Gust effect factor - Section 6.5.8 1.3 Net force coefficient from Fig. 6-21 28.10 psf ( Eq. 6.28 ) 27.44 psf ( Eq. 6-28 ) 20.0 sq.ft. Projected area normal to the wind except where Cris specified for the actual surface area. 1.9 Section 6.5.15.1 1068 Ibs ( Eq. 6-28 ) 649 Ibs ( Eq. 6-28 ) 1068 Ibs .e.- .Total Force [A.S.D.] Fwind > Fseismlc -. Wind Governs Lateral Design WIND LOADS & REACTIONS 3.6 ft Oft 2ft V (\ c �tor T 3.17fL TPo2 PD/2 how= 2.00 ft. (height of lateral load) Geo = 2.00 In. (holddown clearance) Ins= 3.17 ft. (length of hotddown) Mor = 2136 1b -ft [ASD] T = C = 8741bs [ASD] Ts, = T- 0.6(P0/2) (ASD Combo: o.6D+W4 = 4551bs [ASD] Therefore, design for 468 Ibs net uplift at each end of the unit SEISMIC UPLIFT a EACH END OF UNIT = WIND UPLIFT @ EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT = WIND SHEAR ON EACH SIDE OF UNIT = WORKING [ASDI 0 lba 458 lbs 120 Ibs 634 Ibs f% scaw5 w/ \t/ =1^o W = 1.6 (11716/w)(3r) = 562i6s l i4 -j tiaKAY scfzags CgZ1,= 1.6 (go) = 1lf 16/c:erd r/rsU) (71 )wTA L 104)0'10= 1088 (6s (Awl n- 01al'Y MU Lateral - Basic ULTIMATE [USD] 0Ibs 766 Ibs 168 lba 864Iba 6/10/2010 87 -022 -023 ASCE7 -05 MU Lateral.xlsx Input= Job Number: Job Name: Location: 87 -022 -023 COSTCO - Tukwila ENGINEERS- NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET 14 OF IO REV.1 12/2/09 REV.2 2/3/10 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful LATERAL LOADING FOR MECHANICAL UNITS Seismic: ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Wind: ASCE 7 -05 Section 6.5.15.13 Figure 8-21 (rooftop equipment) AC-2 over office Component Definition: ME -1) Alr•elde HVAC, fans, air handlers, alr conditioning units, cabinet heaters, air distribution boxes and other riTable 13.6-1 Table 13.6-1 Category = Mechanical and Electrical Components Site Class (soil) = D Ss = 1.43 I.= 1.0 Section 13.1.3 Equipment is mounted on Roof Wind Speed = Exposure = Category = Is this a hurricane prone region? Ka= Wind Is The mechanical unit is 85 mph B III NO 1.00 Normal to face MU Operating Weight= MU Height = MU Length = MU Width= Roof height above ground level = Building Width = Seismic Output Flexible 720 Ibs 4.33 ft. 6.00 ft. 3.60 ff. Table 1 -1 Table 6-1 Table 6-4 30.60 ft 600.00 ft. F. _ SUS = Sre = z/h= Fpu=1.6'S,, 1p'Wp = F, 0.4'ap'Sos ip R (1 +2Lh)Wp= Wind Output Comparison: uPi!FT slick TOP OF ROOF Not Dynamically Sensitive 1.00 Table 11.4 -1 1.430 Sms= FaSs $ection 11 .4.3 (Eq. 11.4 -1) 0.953 Sds = 2/3Sms Section 11.4.4 (Eq. 11.4-3) 0.417 Table 13.6 -1 1.0000 at roof level 1.5248 'Wp Upper bound (Eq. 13.3-2) 0.4765 *W,, Calculated (Eq. 13.3-1) Fp„ =0.3'Sos'Ip'Wp= 0.2859 'Wp Lower bound (Eq. 13.3-3) GRADE F,,, design = Fp design = Fp design = z= Kam= (KJ..1= Gr= Cr' (qr)= .,G,C, Ar= Area Factor= F,..r' q.G,CAr = Fyam = gzGrCAr' F 0.4765 'W [U.S.D.] 0.3338 IN [A.S.D.] Working (0.7 factor ) 240 Ibs .0- -Total Force [AS.D.] 1159 Iba [ASD] 32.87 ft (height at centrold of MU) 1.15 Table 61 1.0D Sec. 6.5.7.2 (Eq. 6-3) 21,271Kz Sea 8.5.10 (Eq.6 -15) 0.72 Table 63 0.70 Table 6-3 15.27 psf Velocity pressure at height z above the ground 14.89 psf Velocity pressure at height h above the ground 1.418 Gust effect factor - Section 8.5.8 1.3 Net force coefficient from Fig. 6-21 28.14 psf ( Eq. 6-28 ) 27.44 psf ( Eq. 6-28 ) 21.7 sq.ft Projected area normal to the wind except where C, is specified for the actual surface area. 1.9 Section 8.5.15.1 1159 Ibs ( Eq. 6-28 ) 595 Iba ( Eq. 628 ) 1159 the r- -Total Force [A.S.D.] Fwind > Fseismic -. Wind Governs Lateral Design WIND LOADS 3 REACTIONS 3.5 ft 4.33 ft 2.17 ft v V v C T 3.17 �'lor ft 1Pe12 P� h.= Ga= fro= 3.17 ft 2.17 ft 2.00 In. (height of lateral load) (holddown clearance) (length of holddOwn) Mm 2509 Taft [ASD] T = C = 7921bs [ASD1 TupurT = T -0.8(P,,/2) {ASD Combo: 0.60+W] = 576 Ibs [ASD] Therefore, design for 578 Ibs net uplift at each end of the unit SEISMIC UPLIFTS EACH END OF UNIT= WIND UPLIFT EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT a WIND SHEAR ON EACH SIDE OF UNIT = 314",6 I,Afr sc12EW Curd - SLEVEA- PURtiN w/ WORKING (ASD] Olbs 578 the 120 Ibs 580 Ibs ULTIMATE [USD] 0 lbs 944 Ibs 168 Ibs 9271bs W WC p = ISOOGvz Dui (I.6) = (051,/m)(3`)(1,6)- N 61 s Est). �vl fi/�'Y 1,46. ScnEw axe - aaPn4- PVguni / ,- W Z _ Z C� W lras Qc + z `5M2� _ 16 I N6*(s qa)' + 13b(S rIM)' 418 scaEW6 (@ 6" 0.6. = 2 312164CASD1 :-trtk"( 1191 Z/' C,ZI[ = 1,6, 06) = INq i6sAciz d C/s ' 7 (Z `)TrrfHt = (2)(5)((`1 f) 1 q110164 OiSti tiCKAY 51MPSoN A/3 CUP EA. VIA tv (VA )1 = 5$514 /7107 & (VA/ = 56c 16s C14$bl 6/10/2010 MU Lateral - Basic 87 -022 -023 ASCE7 -05 MU Lateral.xlsx -o ENWTENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 V-022-023 PROJECT e0STCO — I vuWLA : gE- ROW gi WW1( PROJECT # DATE (' -/1 -10 SHEET 15 OF 1 BY SUBJECT ILIAC FON/WC UE1"/{K5 RESuI,TS DOST. 4x6 SLEEPER PURUN TO PURUN FIELD WY. SIZE & LOC. ETOST. ROOF SHEATHING .4) PFR PLAN] MECH. CURB BY OTHERS I.0 LAO SCREW 0 EA. CORNER OF MECH. UNIT w/ 3• MIN. PENETRATION INTO EXIST. PURUN (4 TOTAL) DOST. GUAAM PURLIN PER PLAN LEXIST. 2x SLEEPER PURUN PER PLAN MECH. CURB BY OTHERS BEAR DIRECTLY OVER EXIST. PURUN EXIST. 2x SUBPURUN PER PLAN 4(PER PIA. 18x0' —r SCREWS 06'oo ALL AROUND CURB TO SLEEPER EXIST. GLULAM PURUN PER SECTION A -1 ,.-0• 2— SIMPSON A23 CUPS 0 EA. END OF 4x SLEEPER (4 TOTAL SLEEPER) r// tod x , ' NAILS TO SLEEPER & Od x 3' NAILS TO PURUN 8x0'- 3• SCREWS 0 •oo ALL AROUND CURB TO FRAMING EXIST. ROOF SHEATHING Q MST. GLULMI PURUN PER PUN NEW 2 2x8 CLL. /2 FRMG. w/ SN lUS2E -2 . Fi. END MPSO TYP. UNDER MECHHGR. CURB EXIST. GUAM PURUN PER PLAN SECTION A -2 ENGINEERS- NORTHWEST, INC.P.S. 6869 WOODLAWN AVE.N.E. (SUITE 205) SEATTLE, WA. 98115 PROJECT NUMBER: 87- 022 -023 PROJECT NAME: COSTCO - Tukwila LOCATION: 0 SHEET I6 OF (% 5/25/07 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Wind on Component & Ciaddina (Walls & Parapets) - ASCE 7 -05 Section 6.5.12.4.4 INPUT from Sheet 1 HEIGHT OF PARAPET, hp = WIND VELOCITY, v = SITE EXPOSURE = IMPORTANCE FACTOR, 1= TOPOGRAPHIC FACTOR, Kzt = DIRECTIONALITY FACTOR, Kd = VELOCITY PRESSURE COEFF. Kz = 0.7104 At top of parapet Roof Design height for (qh) = Parapet Design height for (qh) = 31.50 ft. 85 mph B 1.00 1.00 0.85 p ° qp ( GCp -GCpi) (Eq. 6-24) * * GCpI is not included as the parapet is assumed to be nonporus 30.50 ft. 31.50 ft. INPUT from Sheet 2 Effective Wall Wind Area "A" _ qp = qp = 306.7 sq.ft. OUTPUT 11.17 psf 11.07 psf At top of parapet for Zones 4 & 5 At roof height for Zones 2 & 3 = Positive pressure from Wall Figure 6 -11A to the front of the parapet = Negative pressure from Roof Figure 6 -11 B to D to the back of the parapet = Negative pressure from Wall Figure 6-11A to the front of the parapet H El Fig 6 -11A [1 El Fig. 6 -11B to D Fig 6 -11A Positive Wall Negative Roof Negative Wall Pressure IN Pressure Pressure Zones 4& 5 [t Zone 2 or 3 Zone 4 or 5 Front Back Front Parapet Load Case A Section 6.5.12.4.4 Not At corners At corners GCp GCp 0.6637 0.6637 -0.9900 -0.9900 -0.7874 -0.7537 Fig 6 -11A Positive Wall Pressure Zones 4 & 5 Parapet Load Case B Section 6.5.12.4.4 Location Gcp Gcpi * p Positive: Zones 4 & 5 per Fig 6 -11A Parapet 0.6637 0.00 7.41 psf Negative : Zone 5 per Fig 8 -11A Parapet -0.7874 0.00 -8.79 psf Negative : Zone 4 per Fig 6 -11A Parapet -0.7537 0.00 -8.42 psf Negative : Zone 3 per Fig 6 -11 B,C or D Roof corners -0.9900 0.00 -10.96 psf Negative : Zone 2 per Fig 6 -11 B,C or D Roof - 0.9900 0.00 -10.96 psf Components & Cladding Parapet Load Case A Total wind pressure at comers = Total wind pressure not at corners = Parapet Load Case B Total wind pressure at comers = Total wind pressure not at comers = Wall Design @ 307 sq.ft. trib. (Inward) = Wall Design @ 307 sq.ft. trib. (Outward) = Wall Design @ 307 sq.ft. trib. (Outward at Corners) _ 9.34 psf -10.33 psf -10.71 psf Use for Parapet Design Use for Wall Design Back 6/7/2010 87 -022 -023 ASCE7- 05WindMeth2.xls E1\V ENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # ai -022 -023 PROJECT COSTCO — TUKW1k4 - RE -ROOF DATE 6-7-10 Q SUBJECT PA-akerr SHEET Il OF I O BY JR, mama- DDsIcti / /iii v MR A/10 cootie. SCREWS -mum Sous INTO PC PAWW1 M 1118.37)(I.0)(I.'y = Ib_ {{/ R= ) 9.I85 /�� = 13/2,61hN4 14,6 TRY s= 16" T= c = iMa)(s yd = I1.722.6)ii6/n% = ytii 1601 u = (1%.37)(16 /0 = 24,11'111.6 CM) :. USE %qn.0'X0' -5" 51Mp5O1✓ 71TEN 5c, • ws W TA = 500 lbs CASD7 g VA = 100 4' IND) (NN1/567) .. (21,00) = coif <1.0 'v dmi • • - ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # V-622-023 PROJECT e6s7[0 — T(Kwrr.A: kE -KcVF g iv& DATE 6 -11 -f SUBJECT PAMPFT F A/ 4Lv4 ban/ SHEET (" OF A BY 7 PE$uLi5 O FLASHING & WATERPROOFING PER ARCH, TYP. <T<TOP OF PARAPET> }• PLYWOOD SHEATHING BOTH SIDES w/ 100 x 1}• NAILS 0 6•oc ALL AROUND NEW STUD WALL PARAPET w/ 2x6 STUDS O 16•oc & 2x6 TOP & BOT PLATES NEW ROOFING BY OTHERS EXIST. PLYWOOD SHEATHING EXIST. GWLAM PURUN 2 — }•0 x 0' -5• SIMPSON TTTEN q EA. 2x WALL SKID (SEE DTL) TYP. WOOD STUD PARAPET DTL. 03 -02 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director LISA HORN 1110 112 AV NE- SUITE 500 BELLEVUE WA 98004 RE: Permit No. M10 -078 400 COSTCO DR TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International 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 04/20/2011. Based on the above, you are hereby advised to: 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, , provided the inspection shows progress. -or- 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. 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. In the event you do not call for an inspection and /or receive an extension prior to 04/20/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 'AD.-al? R-wt__ Bill Rambo Permit Technician File: Permit File No. M10 -078 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • PLAN • OUTING SLIP ACTIVITY NUMBER: M10 -078 PROJECT NAME: COSTCO REROOF SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal Response to Correction Letter # DATE: 06 -15 -10 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: BlaB 1irSg"D vision Public Works AvA Wk -to Fire Prevention IA Planning Division Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -17 -10 Complete X Incomplete Comments: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route IT, Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -15 -10 Approved Approved with Conditions Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople *ter Friendly Page 1 Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with LEI 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 JACKSON DEAN CONSTRUCTION 4253782031 3414 5 116Th Street Seattle WA 98168 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601222672 Active JACKSDC962QR Construction Contractor 11/19/2004 12/31/2010 General Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status BARCLDA022BE BARCLAY DEAN ARCHTL PRDTS LLC Construction Contractor General Unused 1/5/1998 12/31/2011 Active BARCLDI123P5 BARCLAY DEAN INC Construction Contractor General Unused 10/25/1988 10/18/2011 Active MADISTL991 K2 MADISON TOWNHOUSE LLC Construction Contractor General Unused 5/22/2001 5/21/2002 Archived BARCLDA101 BW BARCLAY DEAN ARCH PRODUCTS INC Construction Contractor General Unused 1 /16/1990 10/1 /1998 Archived BARCLDP160KC BARCLAY DEAN PELLA INC Construction Contractor General Unused 5/3/1984 10/1/1988 Archived BARCLDI183QR BARCLAY DEAN INC Construction Contractor General Unused 11/19/1982 10/1/1984 Archived BARCLI *347KT BARCLAY DEAN INC Construction Contractor Carpentry /Framing Steel /Aluminum Erectors 5/30/1966 10/1 /1983 Archived BARCLDCO25P7 BARCLAY DEAN CONST SRVCS INC Construction Contractor General Unused 10/27/1998 12/31/2004 Inactive Business Owner Information Name Role Effective Date Expiration Date https: // fortress .wa.gov /lni/bbip /Print.aspx 07/29/2010 • L JL,RfTE PERMIT i :T i1 eED FOR: i�_ 1 : '::cyanical =1eztrical tr%-:_mbing `.I', Piping .. ; Tukwila -.1 DIVISION . . o 9 subject to errors and omissions. documents does not authorize d code or ordinance. Receipt 1101a/OLESALI Permit :&7 Plan review approval is Approval of construction U K 1 the violation of any adopt of approved Field Copy and conditions is acknowledged: A A 7 gy, 4 i/atG. /22`- City Of Tukwila - R 0 0 BUILDING DIVISION - SITE PLAN PROJECT GENERAL NOTES DRAWING INDEX PROJECT DATA THESE PROJECT GENERAL NOTES APPLY TO THE ENTIRE PROJECT. . CONSULT DRAWINGS OTHER THAN ARCHITECTURAL FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. . FIELD VERIFICATION AND COORDINATION: DRAWING INDEX TS1.01 TITLE SHEET & SITE PLAN D2.01 ROOF DEMOLITION PLAN A2.01 ROOF PLAN A2.02 ROOF DETAILS 51 ROOF FRAMING PLAN, DETAILS AND GENERAL NOTE ME1 MAIN MECHANICAL AND ELECTRICAL FLOOR PLAN, MECHANICAL HVAC SCHEDULE, LEGEND, NOTES AND DETAILS ME2 MAIN MECHANICAL AND ELECTRICAL FLOOR PLAN, MECHANICAL HVAC SCHEDULE, LEGEND, NOTES AND DETAILS EXIST. BUILDING DATA. EXIST. BUILDING AREA 206, 910 S. F. EXIST. TIRE INSTALLATION 2,453 S.F. EXIST. BALER ROOM 2, 903 S . F. 1 • / p. --- --- Q, �• �� / 1. SURVEY DIMENSIONS: DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF SAME. 2. EXISTING UTILITY LOCATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL UTILITY LOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE UTILITY. 3. THE CONTRACTOR SHALL CONSULT THE DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS, AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, AND EQUIPMENT AND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. 4. THE CONTRACTOR SHALL BE AWARE OF ANY CONDUIT, PIPING, OBSTRUCTIONS, AND ATTACHMENTS UNDER THE ROOF, AND SHALL AVOID DURING CONSTRUCTION /RE -ROOF. DIMENSIONS: EXIST. TOTAL BUILDING 212,266 S.F. EXIST. OPTICAL FACILITY 34 544 S.F. -�- �-� �� --- 07 \'.'J -� y 1 " Q j `' NC) % PARKING DATA: PARKING PROVIDED. ®10 WIDE STALLS 677 STALLS 9� WIDE STALLS 74 STALLS \ iiiitttt/ HANDICAP STALLS 15 STALLS \ '/ HC PROJECT D E S C R I PT I O N „ " % 4 . fl i SCOPE OF WORK INCLUDES: REMOVAL OF EXISTING BUILT-UP ROOF, REPAIR AND / OR REPLACE DAMAGED ROOF DECKING AS NECESSARY AND INSTALL SINGLE PLY PVC ROOFING SYSTEM INCLUDING INSULATION. REMOVAL OF EXISTING MECHANICAL UNITS NOT IN USE, INCLUDING REPAIR OR IN-FILL OF ROOF DECKING. CONSTRUCT ROOF PARAPET TO ACCOMMODATE DEPTH OF ROOF SYSTEM. REPLACE TWO (2) EXISTING ROOF TOP UNITS WITH NEW. jl ������� � � �� = I �° b'+ �� �� � -'' gym, I I I I (II �- l •art �� -�� �NTRA 7 . , ... _ ���',.. EXIST. TIRE INSTALLATION , / ' erAA EXIST. TOTAL PARKING 766 STALLS N O. O F STALLS PER 1000 S.F. OF BUILDING AREA: 3.61 STALLS 1. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 2. DIMENSIONS ARE TO THE: - CENTERLINE OF COLUMNS OR GRID - CENTERLINE OF OPENINGS - FACE OF STUDS - FACE OF CONCRETE OR MASONRY (NOMINAL) 3. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE 6" FROM THE FACE OF INTERSECTING WALL TO EDGE OF DOOR OPENING. 4. ALL DIMENSIONS NOTED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPETING, TILE, AND TRIM. 5. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB UNLESS NOTED OTHERWISE. 6. ROUGH IN DIMENSIONS: VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND /OR INSTALLED BY THE CONTRACTOR, SUBCONTRACTORS, OWNER OR OTHERS. GENERAL REQUIREMENTS: Q1 ,.r RECEIVING i'- ` . SCOPE O WORK �� i , - PROJECT CONSISTS OF: 1. TEAR OFF EXISTING BUILT UP ROOFING SYSTEM. 2. REPAIR AND/OR REPLACE DAMAGED DECKING AS NEEDED, FOR BIDDING ASSUME 73,250 SQUARE FEET. 3. INSTALL SINGLE PLY MECHANICALLY FASTENED PVC ROOFING SYSTEM INCLUDING RIGID INSULATION. ROOF SYSTEM SHALL BE WARRANTED FOR A PERIOD OF 20 YEARS. 4. CONSTRUCT NEW PARAPET AROUND BUILDING PERIMETER. 5. REMOVE AND DISPOSE OF EXISTING ABANDON ROOF-TOP MECHANICAL EQUIPMENT, IN-FILL OPENING. 6. REMOVE AND REPLACE ROOF CURBS OF EXISTING MECHANICAL UNITS, TO REMAIN, AS NECESSARY TO ACCOMMODATE DEPTH OF NEW ROOFING SYSTEM. 7. REMOVE ABANDON PIPING, ELECTRICAL CONDUIT AND WIRING. 8. REPLACE DAMAGED PVC ON CONDENSATE PIPING. 10. FLUSH ALL RAIN LEADERS AND OVERFLOW DRAINS. '- NOTES: EXISTING CONDITIONS TO BE FIELD VERIFIED. 01 `� w s / e;: ®] \ / V i C I N I TY MAP 1 ` � , °''� 00�! n. / z�:= RE1llSIONS_ 1. VERTICAL CLEARANCES: PLACE NO MAINS, PIPING, CONDUIT OR OBSTRUCTIONS OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. 2. IMPACT TO EXISTING OPERATIONS OF WAREHOUSE SHALL BE KEPT TO A MINIMUM. CONSTRUCTION AFTER BUSINESS HOURS REQUIRED IF TEMPORARY DISCONNECT OF UTILITIES SUCH AS ELECTRICITY, GAS, WATER, SANITARY AND SEWAGE. GOVERNING AUTHORITY REQUIREMENTS: No changes shall be (Wade to the scope Of 6'iortf without prior approval of Tuktivila Building Division. ECT : t'� =. ` Fay irons wilt require a new plan submittal End may include additional plan review fees. li�._._II -�- - �- 1 ' SAXON DWVE - PROJECT DIRECTORY `' . [O • �� - -- - - �� � el 1:1. m • • ilio, , � � • ro ns ' b I 1 I I., 1 I o �� -� . 405 ( G. ! r - 0 1 = = - - -- F t �� -� OWNER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 T: (425) 313 -8100 ARCHITECT MULVANNYG2 ARCHITECTURE 1110 112TH AVE. N.E. SUITE 500 BELLEVUE, WA 98004 F: (425) 463.2129 PROJECT MANAGER: LISA HORN STRUCTURAL ENGINEERS NORTHWEST ENGINEER 6869 WOODLAWN AVE. NE SEATTLE, WA 98115 T: (206) 525 -7560 F: (206) 522 -6698 MECHANICAL TE INC ENGINEER 830 N RIVERSIDE DRIVE SUITE 200 RENTON, WA 98057 T: (425) 970 -3753 F: (425) 970-3756 -M 1 ft1 ��_. EXISTING REGIONAL OPTICAL FACILITY 441 COSCTO DRIVE liti 1 1. ,�„ 1 1. CITY ADOPTED CODES: 2006 INTERNATIONAL BUILDING CODE INCLUDING LOCAL AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE INCLUDING LOCAL AMENDMENTS 2006 INTERNATIONAL FIRE CODE INCLUDING LOCAL AMENDMENTS 2008 NATIONAL ELECTRICAL CODE INCLUDING LOCAL AMENDMENTS 2006 UNIFORM PLUMBING CODE INCLUDING LOCAL AMENDMENTS 2006 WASHINGTON STATE ENERGY CODE 2. OCCUPANCY CLASSIFICATION: GROUP "M" (MERCANTILE) 3. EXISTING BUILDING CLASSIFICATION: TYPE 3 -B FULLY SPRINKLERED TUKWILA PKWY W. VALLEY HWY r t I 0 ›_ ID- Et C PKWY E. g ■•� w> <m "^ 1 --, " Ny I 1 J 1 1 °J° v I f I l� ' o' - ., E u u-• I•- z W LLI > U 0 = 0 I- Z D < 0 W > 0 Z < I I I I m AREA OF WORK ON ROOF IS SHOWN AS HATCHED EXISTING SITE PLAN SAXON DR. S. 180TH _ REVIEWED FOR - CODE COMPLIANCE APPROVED JUN 24 2010 cI SCALE: NOT TO SCALE FOR ADDITIONAL ABBREVIATIONS: SEE OTHER DESIGN DISCIPLINES A RCHITECTURAL A BBREVIATIONS AND A6.01 A RC H I T S T C U 1 V\ L SYMBOLS OT I UKWIIa � n BUILDING DIVISION ACOUS ACOUSTICAL ENCL ENCLOSURE LIQ LIQUID QT QUARRY TILE TEMP TEMPERED GLASS ADJ ADJUSTABLE, ADJACENT EQ EQUAL MAS MASONRY QTR QUARTER TYP TYPICAL AFF ABOVE FINISHED FLOOR (SLAB) EXH EXHAUST MAX MAXIMUM R RADIUS UTIL UTILITY ALUM ALUMINUM EXIST EXISTING MBS METAL BUILDING SUPPLIER RC REFRIGERATION CONTRACTOR UBC UNIFORM BUILDING CODE ANOD ANODIZED EXP EXPANSION MECH MECHANICAL RCP REFLECTED CEILING PLAN UNO UNLESS NOTED OTHERWISE APPROX APPROXIMATE EXT EXTERIOR MFG MANUFACTURING RD ROOF DRAIN VCT VINYL COMPOSITION TILE BD BOARD FD FLOOR DRAIN MFR MANUFACTURER RL RAIN LEADER VERT VERTICAL BFF BELOW FINISHED FLOOR (SLAB) FDN FOUNDATION MH MANHOLE REC'D RECEIVED VIF VERIFY IN FIELD BLDG BUILDING FF FACTORY FINISH MIN MINIMUM REFRIG REFRIGERATION W/ WITH BLK BLOCK FHS FLAT HEAD SCREW MIP METAL INSULATED PANEL REINF REINFORCING W/0 WITHOUT BLK'G BLOCKING FL FLOOR MISC MISCELLANEOUS REQ'D REQUIRED WD WOOD BM BEAM FIO FURNISHED AND INSTALLED BY OWNER MO MASONRY OPENING RO ROUGH OPENING WDW WINDOW BOT BOTTOM FIN FINISH MR MOISTURE RESISTANT SCHED SCHEDULE WHS WELDED HEAD STUD BTWN BETWEEN FRPP FIBER REINFORCED PLASTIC PANEL(S) MULL MULLION SC SOLID CORE WP WATERPROOF O CB CATCH BASIN FRT FIRE RETARDANT TREATED MTD MOUNTED SHT SHEET WR WATER RESISTANT CG CORNER GUARD FTG FOOTING MTG MOUNTING SIM SIMILAR WT WEIGHT CI CAST IRON GA GAUGE MTL METAL SIO SUPPLIED AND INSTALLED BY OWNER WWF WELDED WIRE FABRIC CIP CAST IN PLACE GALV GALVANIZED NIC NOT IN CONTRACT SIV SUPPLIED AND INSTALLED BY VENDOR YD YARD DRAIN CL CENTER LINE GC GENERAL CONTRACTOR NOM NOMINAL SOIC SUPPLIED BY OWNER INSTALLED BY CLR CLEAR GWB GYPSUM WALLBOARD, GYPSUM NTS NOT TO SCALE CONTRACTOR CLG CEILING HB HOSE BIBB OA OVERALL SOIV SUPPLIED BY OWNER INSTALLED BY CMU CONCRETE MASONRY UNIT HC HANDICAPPED OC ON CENTER VENDOR COL COLUMN HM HOLLOW METAL OD OVERFLOW DRAIN SQ SQUARE CONC CONCRETE HORIZ HORIZONTAL OH OVERHEAD SS SERVICE SINK, SANITARY SEWER CONT CONTINUOUS HP HIGH POINT OP'G OPENING SST STAINLESS STEEL CONSTR CONSTRUCTION HT HEIGHT OPP OPPOSITE STD STANDARD CONTR CONTRACTOR HTR HEATER 0 TO 0 OUT TO OUT STL STEEL CT CERAMIC TILE HVAC HEATING, VENTILATION, AND AIR PTN PARTITION STRUCT STRUCTURE, STRUCTURAL DBL DOUBLE CONDITIONING PERP PERPENDICULAR SUSP SUSPENDED DIM DIMENSION IBC INTERNATIONAL BUILDING CODE PL PLATE, PROPERTY LINE SYS • SYSTEM DTL DETAIL INSUL INSULATION PLASLAM PLASTIC LAMINATE T TREAD, TOP ' DF DRINKING FOUNTAIN INT INTERIOR PLYWD PLYWOOD TOJ TOP OF JOIST DS DOWNSPOUT JT /JTS JOINT, JOINTS PLBG PLUMBING TOM TOP OF MASONRY . DWG DRAWING L LONG, LENGTH PNL PANEL, PANELING TOP TOP OF PARAPET EA EACH LAM LAMINATE, LAMINATED PR PAIR TOS TOP OF STEEL EFS EXTERIOR FINISH SYSTEM LF LINEAR FOOT PROJ PROJECT TOW TOP OF WALL EIFS EXTERIOR INSULATION AND FINISH SYSTEM LP LOW POINT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM ELEC ELECTRICAL CAL LTWT LIGHT LIGHTING WEIGHT URE PT PRESSURE TREATED TEL TELEPHONE SYMBOLS MATERIALS REFLECTED CEILING WALL TYPES DETAIL NORTH ARROW REVISION CLOUD AND DELTA ITEM SIO OR NIC , , I , , I ACOUSTICAL TILE . SUSPENDED CEILING GRID CMU TO 8'-0' AFF WITH METAL BUILDING SYSTEM W/ LAY IN PANELS - SYSTEM TO TOP OF PARAPET DETAIL IDENTIFICATION PROJECT NORTH INDICATOR I- 1 CUT LINE - DEFINES THE , i TRUE NORTH INDICATOR A� ALUMINUM 4 X 2 UNO DETAILED L J DETAILED ELEMENT © ,, A7.01 SHEET WHERE DRAWN ITEM SOIC OR SIC CMU OR BRICK :.:.:.:.:.:.:.:.:.:.• • • • • SHADED AREA DENOTES METAL CONCRETE WALL SECURITY DECK ABOVE • DOOR MARK WALL SECTION 0 DOOR NUMBER - WORK, CONTROL OR DATUM POINT DETAIL IDENTIFICATION REFER TO SCHEDULE 50' -0" AFF ...:: < 1 CONCRETE • • • • • • • • • • • • ' ' '' ' • �' • ° ` ' EARTH • SPRINKLER DROP 3 5/8" METAL STUDS UNO AT 16" OC WITH GWB - PAINTED EACH FACE UNO PER SCHEDULE ?tt.=.I M PAM CUT LINE - DEFINES THE NEW CONSTRUCTION -SHOWN SOLID DETAILED ELEMENT WINDOW, RECITE OR 0 DROP CORD (SEE ELEC.) : in v o) v rn , it v 0 EXISTING FLUE VENT, FIELD VERIFY WITH OWNER IF TO REMAIN EXISTING EXHAUST FAN, FIELD VERIFY WITH OWNER IF TO REMAIN EXISTING ROOF TO REMAIN `5) 500' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' r EXISTING A UNIT ii:IC • EXISTING SATELLITE DISH, VERIFY WITH OWNER IF TO REMAIN • EXISTING POWER VENTILATOR TO REMAIN ABANDONED CURB' TO BE REMOVED • EXISTING EQUIPMENT, FIELD VERIFY IF TO REMAIN EXISTING POWER VENTILATOR TO REMAIN EXISTING EXHAUST FAN TO REMAIN EXISTING STEAM VENT AND FLUE TO REMAIN I I I 0 — — EXISTING EQUIPMENT, FIELD VERIFY IF TO REMAIN EXISTING AC UNIT TO BE REMOVED EXISTING AC UNIT TO REMAIN EXISTING EXHAUST FAN TO REMAIN 1 TYPICAL SLOPE EXISTING RAIN DRAIN DOME STRAINER, TO REMAIN - TYPICAL, FIELD LOCATE ALL —.�• EXISTING 8' -0" X 2'-6" SKYLIGHT TO REMAIN EXISTING AC UNIT TO REMAIN r r --Y —� • EXISTING 8' -0" X 2'-6" SKYLIGHT TO REMAIN EXISTING POWER VENTILATOR TO REMAIN I--1 r1�1�1 1 1 I(, f, (,1- LJ 50' EXISTING ABANDONED REMOTE REFRIGERATION UNIT TO BE REMOVED EXISTING POWER VENTILATOR TO REMAIN 11/ EXISTING 8' -0" X 2'-6' SKYLIGHT TO REMAIN EXISTING GRAVITY VENTILATOR TO REMAIN • • EXISTING ROOF TO REMAIN 50' / EXISTING EQUIPMENT, FIELD VERIFY IF TO REMAIN ABANDONED 8' 4" X 2'-6' SKYLIGHT EXISTING 8' -0" X 2'-6' SKYLIGHT TO REMAIN EXISTING AC UNI TO BE REMOVED 1 1 T EXISTING POWER VENTILATOR TO REMAIN REMOVE EXISTING ROOF MEMBRANE. INSTALL NEW ROOF MEMBRANE, SEE SHEET A2.02 FOR DETAILS EXISTING AC UNIT TO REMAIN 1 _J EXISTING 10' -0" X T -0' SKYLIGHT TO REMAIN • EXISTING POWER VENTILATOR TO REMAIN 50' 50' / EXISTING EQUIPMENT, FIELD VERIFY IF TO REMAIN EXISTING AC UNIT TO REMAIN r -� 1 1 L L_, 50' EXISTING 8' -0" 2'-6" SKYLIGHT TO EMAIN r • ABANDONED 8' -0' X 2'-6' SKYLIGHT REMOVE EXISTING EXHAUST FAN AND ROOF CURB EXISTING EXHAUST FAN TO REMAIN 50' 500' �f EXISTING PIPING, FIELD VERIFY IF TO REMAIN - TYPICAL EXISTING 8' -0" X 2' -6" SKYLIGHT TO REMAIN ABANDONED CURBS TO BE REMOVED EXISTING EQUIPMENT, FIELD VERIFY IF TO REMAIN EXISTING AC UNIT TO REMAIN EXISTING ROOF ACCESS TO REMAIN 3- EXISTING ABANDONED REMOTE REFRIGERATION UNIT TO BE REMOVED J EXISTING AC UNIT TO REMAIN ___ 11,___, EXISTING EQUIPMENT, FIELD VERIFY IF TO REMAIN — 50' r EXISTING EXHAUST FAN TO REMAIN GRAVITY VENT TO REMAIN EXISTING BOILER FLUE TO REMAIN EXISTING SPLIT SYSTEM AC UNIT TO REMAIN 50' OE : -1 ow= woe 1 1 1- J EXISTING EXHAUST FAN TO REMAIN EXISTING 8' -0" X 2'-6" SKYLIGHT TO REMAIN • • • • EXISTING EXHAUST FAN TO REMAIN EXISTING POWER VENTILATOR TO REMAIN —� EXISTING AC UNIT TO REMAIN • EXISTING SATEWTE DISH TO REMAIN EXISTING AC UNIT TO REMAIN -1 -j EXISTING EQUIPMENT, FIELD VERIFY IF TO REMAIN EXISTING EXHAUST FAN TO REMAIN REMOVE EXISTING ROOF MEMBRANE. INSTALL NEW ROOF MEMBRANE, SEE SHEET A2.02 FOR DETAILS EXISTING ROOF TO REMAIN — EXISTING 8' -0' X 2'-6" SKYLIGHT TO REMAIN EXISTING EXHAUST FAN TO REMAIN ABANDONED CURB TO BE REMOVED 50' 50' ROOF DEMOLITION PLAN SCALE: 1" = 20' -0" (3) LEGEND 0 EXISTING 7' x 10' SKYLIGHT OPENINGS TO REMAIN. NEW CURBS PROVIDED BY GC, NEW LENSES INSTALLED BY GC EXISTING 2'-6" x 8' SKYLIGHT OPENINGS TO REMAIN. NEW CURBS PROVIDED BY GC, NEW LENSES INSTALLED BY GC r- ---1 _ ACCESS CLEARANCE I'IIe EXISTING HVAC TO REMAIN, PER MECHANICAL DRAWINGS ACCESS CLEARANCE EXISTING HVAC TO BE REMOVED, PER MECHANICAL DRAWINGS D El o RD & S RD &OD DS v 14' 0" VENT, EXHAUST FAN, FLUE, ETC. SEE MECHANICAL DRAWINGS ROOF DRAIN AND SCUPPER ROOF DRAIN AND OVERFLOW DRAIN DOWN SPOUT ROOF DRAIN WITH STRAINER SATELLITE DISH ROOF HATCH BASELINE DIMENSION M1ooi8 GENERAL NOTES 1. SEE MECHANICAL FORE MECHANICAL UNIT LOCATIONS. 2. NEW SINGLE PLY MECHANICALLY FASTENED PVC ROOF SYSTEM WITH 20 YEAR WARRANTY UNO 3. REPAIR METAL DECKING & REPAIR CONNECTIONS AS NEEDED. PER ENG. & TESTING LAB (ASSUME 73,250SF REPLACEMENT FOR BID PURPOSES.) 4. NEW RIGID R -21 INSULATION MEMBRANE OVER EXISTING DECK. 5. CRICKETS AT HIGH SIDE OF SKYLIGHT, HVAC UNITS & ROOF TOP EQUIPMENT NOT SHOWN FOR CLARITY 6. CONSTRUCT NEW PARAPET AROUND PERIMETER OF BUILDING PER DETAIL A2.02/XX 7. REMOVE AND REPLACE EXISTING ROOF EDGE FLASHING AT TIRE INSTALL. 8. REPLACE SKYLIGHT, HVAC, EXHAUST FAN, VENTILATOR, AND MECHANICAL UNIT CURBS AS NECESSARY TO MAINTAIN MIN. 8" ABOVE ROOFING. 9. REMOVE AND PROPERLY DISPOSE OF EXISTING ABANDONED ROOF -TOP MECHANICAL EQUIPMENT, CURBS, SLEEPERS AND BLOCKING AND PATCH WITH NEW DECKING AND ROOFING. 10. PAINT ALL EXPOSED PIPES AND STRUCTURAL STEEL. NO COPPER, UNPAINTED PIPE OR STEEL SHALL BE LEFT IN CONTACT WITH, OR EXPOSED TO THE WEATHER ABOVE THE SINGLE -PLY PVC ROOF SYSTEM. 10. REMOVE ABANDON PIPING, PVC PIPE AND CONDUIT. 11. REPLACE EXISTING PVC CONDENSATE PIPING WITH NEW. 12. REPAIR LEAKING VENT PIPES AND PVC PIPES. 13. FLUSH EXISTING DOWNSPOUTS AND RAINLEADERS. SECUREMENT NOTES 1. IN FIELD: MEMBRANE ATTACHMENT TO COMPLY WITH MFG / JURISDICTION AND ROOF MFG'S REQUIREMENTS. REVIEWED �,ARI �Zi E I APPROVED JUN 2 4 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 15 2010 PERMIT CENTER C05TcO WHOLESALE TUKWILA, WA #06 400 COSTCO DRIVE TUKWILA, WA 98188 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 0 4' 8' 16' 1/16" = 1' -0" 32' 1 MITCHELL C. SMITH, ARCHITECT MITCHELL C. SMITH STATE OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06.15.10 06.15.10 DESCRIPTION Permit Release Bid Release 93- 0440 -24 PM: LISA HORN DRAWN: KSA ROOF DEMOLITION PLAN D2.01 500' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' \ TYPICAL SLOPE / EXISTING RAIN DRAIN DOME STRAINER, TO REMAIN - TYPICAL, FIELD LOCATE ALL �...� N • • 50' 50' 0 0 • • • • SKYLIGHT, TIP • INSTALL NEW ROOF MEMBRANE, SEE SHEET A2.02 FOR DETAILS w J w C7 SLOPE 1/4" / FT SLOPE 114" / FT 50' 50' 50' N NEW HVAC UNIT PER MECHANICAL • HVAC CURB,TYP • • _j L_ E O r -� t.. ■ ii —1 0 O 0 ❑ ❑ r r- L_ - L_ NEW HVAC UNIT PER MECHANICAL 0 0 ❑ 6 0 N • • • • • • • • I- L_ SATELLITE DISH ON PLATFORM - LOCATE PER OWNER (SIV) SATELLITE DISH MOUNTING 0 0 CONTINUOUS GUTTER O INSTALL NEW ROOF MEMBRANE, SEE SHEET A2.02 FOR DETAILS --- INSTAL. NEW ROOF ATCH RD RD T 238' -6 1 /4" ROOF GUTTER AT PARAPET DRAIN AND GUTTER, TYP SCUPPER 24x10 4 T 54'-4" T 39' -2 3/4" 50' 50' 50' 50' 50' 500' SKYLIGHT / SMOKE VENT COUNT AREA S.F. SKYLIGHTS SMOKE VENTS TOTAL WAREHOUSE WAREHOUSE 1:100 TIRE CENTER TIRE CENTER TOTAL 1:100 SPACE AREA S.F. VENT RATIO S.F. VENT REQ'D S.F. 1 VENT VENTS) I ACTUAL REQ'D j VENT(S) WAREHOUSE 1:100 TIRE CENTER 1:100 LEGEND 10 NOTE: TYPICAL ROOF DRAIN LOCATION DIMENSION TO BASE LINE '' 1G -10" T x.12' -10" rn v N ti feo rn NOTE: TYPICAL SKYLIGHT LOCATION DIMENSION TO BASE LINE LAYOUT BASELINE EXISTING 7' x 10' SKYLIGHT OPENINGS TO REMAIN. NEW CURBS PROVIDED BY GC, NEW LENSES INSTALLED BY GC EXISTING 2' -6" x 8' SKYLIGHT OPENINGS TO REMAIN. NEW CURBS PROVIDED BY GC, NEW LENSES INSTALLED BY GC ACCESS CLEARANCE EXISTING HVAC TO REMAIN, - PER MECHANICAL DRAWINGS ACCESS CLEARANCE NEW HVAC TO BE INSTALLED, - PER MECHANICAL DRAWINGS CI a El RD & S RD & OD DS O 0 14' 0" VENT, EXHAUST FAN, FLUE, ETC. SEE MECHANICAL DRAWINGS ROOF DRAIN AND SCUPPER ROOF DRAIN AND OVERFLOW DRAIN DOWN SPOUT ROOF DRAIN WITH STRAINER SATELLITE DISH ROOF HATCH BASELINE DIMENSION (BD A.4 REVIEINEQ R�� CODE COMPLIANCE D JUN 2 4 2010 City of Tukwila BUILDING DIVISION tIi (d078 GENERAL NOTES 1. SEE MECHANICAL FORE MECHANICAL UNIT LOCATIONS. 2. NEW SINGLE PLY MECHANICALLY FASTENED PVC ROOF SYSTEM WITH 20 YEAR WARRANTY UNO 3. REPAIR METAL DECKING & REPAIR CONNECTIONS AS NEEDED. PER ENG. & TESTING LAB (ASSUME 73,250SF REPLACEMENT FOR BID PURPOSES.) 4. NEW RIGID R -21 INSULATION MEMBRANE OVER EXISTING DECK. 5. CRICKETS AT HIGH SIDE OF SKYLIGHT, HVAC UNITS & ROOF TOP EQUIPMENT NOT SHOWN FOR CLARITY 6. CONSTRUCT NEW PARAPET AROUND PERIMETER OF BUILDING PER DETAIL A2.02 / 8. 7. REMOVE AND REPLACE EXISTING ROOF EDGE FLASHING AT TIRE INSTALL. 8. REPLACE SKYLIGHT, HVAC, EXHAUST FAN, VENTILATOR, AND MECHANICAL UNIT CURBS AS NECESSARY TO MAINTAIN MIN. 8" ABOVE ROOFING. 9. EXTEND COLLAR OF EXISTING ROOF DRAINS TO ACCOMMODATE DEPTH OF NEW ROOFING SYSTEM. PROPERLY SLOPE ROOF TO AREA ROOF DRAINS. 10. REMOVE AND PROPERLY DISPOSE OF EXISTING ABANDONED ROOF -TOP MECHANICAL EQUIPMENT, CURBS, SLEEPERS AND BLOCKING AND PATCH WITH NEW DECKING AND ROOFING. 11. PAINT ALL EXPOSED PIPES AND STRUCTURAL STEEL. NO COPPER, UNPAINTED PIPE OR STEEL SHALL BE LEFT IN CONTACT WITH, OR EXPOSED TO THE WEATHER ABOVE THE SINGLE -PLY PVC ROOF SYSTEM. 10. REMOVE ABANDON PIPING, PVC PIPE AND CONDUIT. 11. REPLACE EXISTING PVC CONDENSATE PIPING WITH NEW. 12. REPAIR LEAKING VENT PIPES AND PVC PIPES. 13. FLUSH EXISTING DOWNSPOUTS AND RAINLEADERS. 14. INSTALL NEW ROOF ACCESS HATCH. SECUREMENT NOTES 1. IN FIELD: MEMBRANE ATTACHMENT TO COMPLY WITH MFG / JURISDICTION AND ROOF MFG'S REQUIREMENTS. 2. PERIMETER 12' WIDE: 1/2 SHEETS MEMBRANE ATTACHMENT TO COMPLY WITH MFG / JURISDICTION AND ROOF MFG'S REQUIREMENTS. 3. AT CORNERS WHERE SHADED 12' X 12': OPT. A = SEE DETAIL C -1/ A8.01 FOR UNDER METAL DECK SECUREMENT. SCREW OR WELDED CONNECTION @ 6" OC FOR BAR JOISTS, DRIVE NO 14 FM APPROVED INSULATION FASTENER SCREWS WITH OVERSIZED FENDER WASHERS BETWEEN THE BAR JOIST TOP CHORD MEMBERS. FOR BAR JOIST OPENINGS = 3/4 ", WIDE, ONE WASHER SCREW SHOULD BE USED; FOR WIDER OPENINGS, TWO WASHERS PER SCREW OR THICKER WASHERS ARE NEEDED. THIS METHOD PROVIDES AN ULTIMATE CAPACITY BASED ON SCREW PULL -OUT RESISTANCE. (SEE FIGURE C-1, ALT C-2) RECEIVED JUN 15 20 PERMIT CENTER,. OPT. B = SEE DETAIL C -21 A8.01 FOR ABOVE METAL DECK SECUREMENT. WHOLESALE TUKWILA, WA #06 400 COSTCO DRIVE TUKWILA, WA 98188 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com 0 4' 8' 16' 32' 1/16" = 1' -0" MITCHELL C. SMITH, ARCHITECT A 6084 1)11',(7 ■ ITi,HELL C. SMITH TATE OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06.15.10 06.15.10 DESCRIPTION Permit Release Bid Release 93- 0440 -24 PM: LISA HORN DRAWN: KSA ROOF PLAN A2.01 SECURITY POST. ADD TO EXISTING LADDER / HATCH LADDER /HATCH SLOPE FRAMING PER STRUCT. TYP. 1 u ■ ...l ■■W. MMEI MEMO iiil iiil ■ ■■l .■■, .■■O MEMO iii I ttttttttttwt M..li '..rn 31- 0"x2' -6" ROOF HATCH NEW FLASHING ROOF CURB —NEW ROOFING OVER RIGID INSUL. 3' -0" CLR. OP'G ROOF HATCH SCALE: 1 -1/2" = 1' -0" NEW CRICKET HIGH SIDE SLOPE SKYLIGHT .t0ip :::I ■ ■■l MEL iiil IIIi IIII EXISTING SKYLIGHT NEW FLASHING PREFAB. ROOF CURB NEW ROOFING FRAMING PER STRUCT. TYP. NOTE: G.C. TO VERIFY HEIGHT OF EXIST. CURB. IF BELOW 12" HT., REPLACE W /NEW CURB. SCALE: 1 -1/2" = 1' -0" f NOTE: WHERE APPLICABLE 1 DECK -TITS —\_NEW ROOFING I EXISTING WOOD ROOF DECK PENETRATION THROUGH ROOF VENTS, CONDUITS, ETC SCALE: 3" = 1' -0" CONTINUOUS CLEAT SECURELY FASTENED PRE - FINISHED METAL FLASHING EXISTING METAL PANEL PRE - FINISHED METAL COPING COLOR COATED FASTENER WITH NEOPRENE WASHER @ 24" O.C. MAX. SINGLE -PLY PVC ROOFING MEMBRANE 1 1 RIGID INSULATION SECURELY FASTENED PER MFR AIR / VAPOR BARRIER AS EXISTING PLYWOOD SHEATHING EXISTING TILT -UP WALL CANOPY PARAPET 8/ SCALE: 1-1/2" = 1' -0" EXISTING GLULAM PERLIN NOTE: G.C. TO REMOVE ALL ROOFING, COPING, CANT STRIPS, ECT. DOWN TO EXISTING ROOF DECKS AND PARAPETS. PROVIDE CLEAN SURFACE FOR NEW ROOFING. SLOPE INSUL. STL. CURB BY G.C. - TYP. LEVEL TOP t ■1 HVAC UNIT PER MECH. SINGLE -PLY PVC ROOFING SYSTEM NOTE: 1. G.C. TO USE PRE -FAB CURBS FOR NEW HVAC UNITS. 2. G.C. CAN CONSTRUCT BUILT -UP CURBS FOR EXISTING MECHANICAL UNITS, VENTALATORS AND FANS. HVAC CURB EXISITNG S#.. MIOOD SUPPORT FRAMING SCALE: 1/2" = 1' -0" ROOF TOP AC UNIT NEOPRENE GASKET BY M.C. RIGID INSULATION ROOF TOP MECHANICAL UNIT HOLD DOWNS OPERATING WEIGHT TOTAL HOLD—DOWNS # HOLD —DOWNS PER SIDE 1000 4 2 2000 6 3 2500 8 4 3000 10 5 4000 12 6 5000 14 7 5500 16 8 6500 18 9 *INSTALL REQUIRED # OF HOLD —DOWN BRACKETS FOR EACH AC UNIT PER WEIGHT LISTED IN MECHANICAL SCHEDULE. NO. 12 TRAXX SCREW (TYP. OF 2) 3/8" SS CB W/ SS NYLON NUT TGM INDUSTRIES HVAC HOLD DOWN CLIP SUPPLIED AND INSTALLED BY M.C. ROOF CURB. SEE SCHEDULE FOR PROVIDER ROOF DECK AC UNIT HOLD DOWN BRACKET SCALE: N.T.S. Nt 078 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 4 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 15 2010 PERMIT CENTER WHOLESALE TUKWILA, WA #06 400 COSTCO DRIVE TUKWILA, WA 98188 \I • • 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com MITCHELL C. SMITH, ARCHITECT A ITCHELL C. SMITH STATE OF WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 06.15.10 06.15.10 DESCRIPTION Permit Release Bid Release 93- 0440 -24 PM: LISA HORN DRAWN: ROOF DETAILS A2.02 EXIST. 4x6 SLEEPER PURLIN TO PURLIN FIELD VFY. SIZE & LOC. EXIST. ROOF SHEATHING $[PER PLAN] NEW 653# MAX. AC- 2\♦♦�♦� (720# w/ CURB & DUCTS) PER MECH. MECH. CURB BY OTHERS g "s LAG SCREW ® EA. CORNER OF MECH. UNIT w/ 3" MIN. PENETRATION INTO EXIST. PURLIN PER PLAN (4 TOTAL) MECH. CURB BY OTHERS BEAR DIRECTLY OVER EXIST. PURLIN EXIST. 2x SUBPURUN • • EXIST. GLULAM PURLIN PER PLAN d EXIST. 2x SLEEPER PURLIN PER PLAN #8 x 0' -3" SCREWS ® 6 "oc ALL AROUND CURB TO SLEEPER EXIST. GLULAM PURLIN PER PLAN SECTION A -1 1" - 1' -0" 4 2- SIMPSON A23 CUPS EA. END OF 4x SLEEPER (4 TOTAL PER SLEEPER) w/ 10d x 1 " NAILS TO SLEEPER & TOd x 3" NAILS TO PURLIN [PER PLAN] • ♦ ti‘NEW 633# MAX. AC -1 (720# w/ CURB & DUCTS) or PER MECH. ♦♦♦♦. • r— #8 x 0' -3" SCREWS 6 "oc ALL AROUND CURB TO FRAMING EXIST. ROOF SHEATHING EXIST. GLULAM PURLIN PER PLAN x % x x X x x x x x x x % x % x % % X x X x x x x x x x z x % x X X X X x x X x X x X X X X X x x x x x x z x x x X x x x x % TYP. FIX DAMAGED ROOF PANEL 0 FLASHING & WATERPROOFING PER ARCH, TYP. <TOP OF PARAPET> EXTERIOR FINISH PER ARCH. 8 " TYP. i" = 1' -0" 1" PLYWOOD SHEATHING BOTH SIDES w/ 10d x 12" NAILS 0 6 "oc ALL AROUND NEW STUD WALL PARAPET w/ 2x6 STUDS 0 16 "oc & 2x6 TOP & BOT. PLATES NEW ROOFING BY OTHERS EXIST. PLYWOOD SHEATHING EXIST. 6" P.C. TILT WALL EXIST. GLULAM PURLIN 2 rci. x 0' -5" SIMPSON TITEN SCREWS EA. 2x WALL STUD (SEE DTL) TYP. WOOD STUD PARAPET DTL. SECTION A -2 NEW 2 -2x8 DF -L #2 FRMG. w/ SIMPSON LUS28 -2 HGR. EA. END TYP. UNDER MECH. CURB EXIST. GLULAM PURLIN PER PLAN s'!" — V-0" 4 - EXIST. UNDAMAGED PLYWOOD TO REMAIN, TYP. REPLACE ALL ROTTED AND /OR DAMAGED PANELS W/ NEW 4x8 SHEETS w/ THICKNESS & GRADE TO MATCH EXIST. FASTEN w/ 10d x 3" NAILS w/ EDGE SPCG. TO MATCH EXIST. MIN. NAILING SHALL BE 4 "oc EDGES & 12 "oc FIELD GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 2' -9" MAX. 0 3 (VFY. w/ ARCH.) EXISTING GLULAM PURUN (VFY. w/ ARCH.) 1 NEW R00 HA H PENETR • ION L' ATE PER ARCH AWINGS i• N CUT E (STING GL ' MS NEW 2x6 HF -L NO. 2 FRAMING TYPICAL ALL AROUND w/ SIMPSON LUS26 -2 HANGER EACH END .a FRAME EXISTING 2x SUB - PURLINS INTO NEW DBL. 2x6 FRAMING w/ SIMPSON LUS26 HANGERS TYP. g 2— EXISTING GLULAM PURUN TYPICAL ROOF HATCH FRAMING DETAIL EXIST. PLYWOOD SHEATHING NEW 2x4 FRAMING TO EXIST. OPENING FRAMING wt10Dx21 " NAILS 0 6 oc STAGGERED 1. DESCRIPTION Building Name & Site Location - Costco.Wholesale - Tukwila, WA 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2006 International Building Code Code supplement & Date - ASCE 7 -05 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load e. Dead loads f. Load Combinations 2" - 4 — NEW PLYWOOD SHEATHING W/ THICKNESS & GRADE TO MATCH EXIST. FASTEN w/ 10D x 2" NAILS ® 6 "oc ALL AROUND -+— EXIST. 2x FRAMING TYP. HVAC INFILL DETAIL (IBC) See snow load Basic roof snow load - Pf = 25 psf Importance factor - Is = 1.0, Drifting snow is not required in the design. Ss = 1.43 S1 = 0.49, Ie = 1.0, Site Class "D" and Seismic Design Category = "D ", Seismic Use Group I. SDS = 0.953 SD1 = 0.493. Basic wind speed (3 sec.gust) = 85 (mph) Exposure B - Importance factor Iw = 1.0. Internal pressure coefficient GCpi - + 0.18 Components & cladding = 14.5 psf Weight of structure. All Code required load combinations are to be used in the building design. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FRAMING LUMBER GRADES & STRESSES SHALL CONFORM WITH LATEST EDITION OF "WESTERN LUMBER GRADING RULES ", WWPA OR "STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER ", WCLIB. ALL LUMBER S4S AND S -DRY UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, USE THE FOLLOWING: SPECIES GRADE BASE VALUE Fb VISUALLY GRADED DIMENSION LUMBER (2" TO 4" THICK BY 2" & WIDER) STUDS - TYPICAL HEM FIR #2 850 PSI PLATES & LEDGERS HEM FIR #2 850 PSI EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USE STANDARD LENGTH COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF- N -105B FOR ALL NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN DIAPHRAGMS. PROVIDE MIN.. NAILING PER IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE. ALL HANGERS, TIES AND CONNECTORS ARE SIMPSON. OTHER MANUFACTURERS WITH ICC -ES APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN THAT SPECIFIED MAY BE USED. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER. CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS APPROVAL, EXCEPT THAT 1 -INCH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND PLATES - -NO MORE THAN ONE HOLE EVERY 6- INCHES. ALL FASTENERS, CONNECTORS AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL, ZMAX (G185 HDG PER ASTM A653), HOT -DIP GALVANIZED (HDG) PER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR FASTENERS, OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. 11" = 1' -0" SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. THE REMODELING AND /OR REHABILITATION OF AN EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY, OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING, THE OWNER AGREES THAT, EXCEPT FOR NEGLIGENCE ON THE PART OF THE DESIGN PROFESSIONAL, THE OWNER WILL HOLD HARMLESS AND INDEMNIFY THE DESIGN PROFESSIONAL FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, AWARDS, AND COSTS OF DEFENSE ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. ABBREVIATIONS = ARCHITECT = BOTTOM = BETWEEN = BUILDING = CAST IN PLACE = CLEAR = CENTER = CONCRETE = CONTINUOUS = CONTRACTOR = DIAMETER = EACH = ELEVATION = ENGINEERS NORTHWEST = EACH FACE = EACH WAY = FACE OF CONCRETE = FACE OF PLYWOOD = FACE OF STUD = FACE OF WALL = FOOTING V. OR VERT. = HORIZONTAL V.I.F. = HOLLOW STRUCTURAL SECTION = INSIDE FACE V.O.F. = KWIKUBOLT W/ = LONG LEG HORIZONTAL = LONG LEG VERTICAL ARCH. B. OR BOT. BTWN. BLDG. C.I.P. CLR. CNTR. CON. CONT. CONTR. DIA. EA. EL. OR E.N.W. E.F. E.W. F.O.C. F.O.P. F.O.S. F.O.W. FTG. H. OR HORIZ. H.S.S. I.F. INC. KB L.L.H. L.L.V. ELEV. OR ENW M.A.S. M.B.S. N.F. N.T.S. O.F. OPNG. O.T.O. PNL. REINF. R.O. SW SIM. SYMM. T. T.O.F. T.S. TYP. U.N.O. = MASONRY (CLAY OR CMU) = METAL BLDG SUPPLIER = NEAR = NOT TO SCALE = OUTSIDE FACE = OPENING = OUT TO OUT = PANEL = REINFORCING = ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TUBE STEEL = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL = VERTICAL INSIDE = VERTICAL OUTSIDE FACE = WITH ODD BAY A -1 EXIST. PURLIN EXIST. PURLIN N W 720# AC 2 LOC. 0 ER FOOTPRI OF E IST. UNIT (S. E ARCH. MECH) EXIST. PURLIN z J 3- U) w EXIST. GLB LINE EXIST. PURLIN EXIST. PURLIN cn X w EXIST. GLB LINE Z J w Z J a 1- N w EXIST. PURLIN z J 0 (n X w EXIST. GLB LINE EXIST. PURLIN z J w H U) X w NEW 720# AC -1 LOC. OVER FOOTPRINT OF EXIST. UNIT CSEE ARCH. & MECH.) z J 1 w X w EXIST. PURLIN EXIST. PURLIN EXIST. PURLIN EXIST. GLB LINE EXIST. PURLIN EXIST. PURLIN A -2 J w X w (,J 0) z -J w o X 0) PARTIAL ODD BAY RAMINS PLAN EJE] NOTE: 1.) ALL EXISTING CONDITIONS TO BE FIELD VERIFIED DURING CONSTRUCTION & PRIOR TO INSTALLATION OF NEW FRAMING & HVAC (SEE GENERAL NOTES) 2.) VERIFY ALL INFO w/ ARCH DRAWINGS. " = 1' -O" F REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 4 2010 of BUIL�DI G DIVISION RECEIVED JUN 152010 PERMIT CENTER w 0 01 ENGINEER: J. KIPPLE 0 1 I 1 0 RE -ROOF & HVAC REPI 400 COSTCO DRS TUKWILA, WA. 98 DATE: DRAWING REVISIONS SHEET NO: si DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION I Z I w 0 01 ENGINEER: J. KIPPLE DRAWN: RE -ROOF & HVAC REPI 400 COSTCO DRS TUKWILA, WA. 98 DATE: DRAWING REVISIONS SHEET NO: si Iz ci 8 m a) I SHEET CONTENTS: ROOF FRAMING PLAN, DETAILS, AND GENERAL NOTE 01 ENGINEER: J. KIPPLE DRAWN: RE -ROOF & HVAC REPI 400 COSTCO DRS TUKWILA, WA. 98 JOB NO: 87022023 ENGINEER: J. KIPPLE DRAWN: D. TALOA DATE: 06 -07 -10 SHEET NO: si Replacement \_ 1 52ME -1 .dwg, K: \2010 \150- 159 \10 -152 EXISTING AC UNIT TO REMAIN. 0 (G) EXISTIN TO RE 0 AC UNIT EXISTING FLUE VENTS TO BE REMOVED. POWER V�NIILATOR TO REMA N. 0 EXIST. REFRIGERATION SYSTEM CONDENSER AND ELECTRIC DISCONNECTS, VERIFY WITH OWNER IF TO REMAIN. 0 EXIST. REFRIGERATION SYSTEM CONDENSER AND CONTROL P NEL, VERIFY WITH OWNER IF TO RggMAIN. 0 (4) EXISTING EXHAUST FAN TO REMAIN. ° 0 POWER VENTILATOR TO REMAIN. 0 EXIS NG AC UNIT TO EMAIN. 0 • EXISTING MSB -1 & 2 EXHAUST FAN, VERIFY WITH OWNER IF TO REMAIN. 0 EXISTING MDP -1 & ON MEZZANINE RAVITY VENT TO EMAIN. POWER VENTILATOR REMAIN. GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENURE PLAN AS APPUCABLE. 0 REUSE EXISTING ROOF CURB. REPLACE CURB AS REQUIRED TO ACCOMMODATE NEW ROOF ELEVATION. FIELD VERIFY EXISITNG EQUIPMENT SIZE AND LOCATION. ® PROVIDE NEW ROOF CURB. FIELD VERIFY EXISITNG EQUIPMENT SIZE AND LOCATION. GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OR PANELS. 2. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT TIME OF INSPECTION. 3. APPLICABLE MECHANICAL CODE: IMC 2009 APPLICABLE ENERGY CODE: WSEC 2009 4. RUN ALL SUPPLY, RETURN AND EXHAUST DUCTS AND FLUES BETWEEN THE ROOF AND CEILING SPACE STRAIGHT WITH INTERNAL INSULATION. NO ANGLES OR OFFSETS. CONTACT ARCHITECT TO RESOLVE ANY CONFLICTS WITH STRUCTURE. 5. ALL EXISTING GAS PIPING LOCATED ON THE ROOF TO REMAIN. FIELD VERIFY ELEVATION ABOVE ROOF LINE, AND RAISE PIPING AS REQUIRED TO ACCOMMODATE NEW ROOF ELEVATION. SEE DETAIL TRANSITION ViliV EXIST. DUCTWORK THRU R00 TO NEW UNIT DUCT DROP SI ES. EXISTING AC UNIT TO REMAIN. 0 POWER VENTILATOR TOO REMAIN. 1 REMOVE EXIST. 1.5 TON AC UNIT APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. PWER VENTILATOR TO REMAIN. EXISTING AC UNIT TO REMAIN. 1 Watt 1 -•l 1 L _J L J L- REMOVE EXIST. AC UNIT APPROX. HERE. DEMO EXISTING DUCTWORK ON ROOF. FIELD VERIFY SIZE AND L01' ON. ABANDONED CURB TO BE REMOVED. EXISTING STEAM VENT AND FLUE TO REMAIN. 0 30A /3P 15AF • • EXISTING EXHAUST FAN TO REMAIN. 0 30A /3P 015AF, W IU ABANDONED CURB TO BE REMOVED. SEE DETAIL TRANSITION EXIST. DUCTWOR THRU ROOF TO NEW UNIT DUCT DROP SIZES. EXISTING PANEL D EXISTING EXHAUST FAN TO REMAIN. 0 #10 POWER VEN11lATOR TO REMAIN. 0 J Ik ∎,& &A & �■,■_ £.A �,� �AAA, ■ vv V''Vv `Ivv EXIST. ABANDONED REMOTE REFRIGERATION UNIT TO BE REMOVED. L _ _ _ _ J EXISTING AC UNIT TO REMAIN. 0 J° REMOVE EXIST. EXHAUST FAAND ROOF CURB. ' EXISTING EXHAUST FAN TO REMAIN. 0 MAIN PLAN EXISTING AC UNIT TO BE REMOVED. JL_J L_J EXISTING AC UNIT TO REMAIN. nn S POWER VENTILATOR TO REMAIN. 0 1 L GRAVITY VENT REMAIN. 0 EXISTING SPLIT SYSTEM AC UNIT, VERIFY WITH OWNER IF TO REMAIN. SCALE: 1/16" = 1' -0" 0 D/34 EXISTING AC UNIT TO REMAIN. 0 NEW • UNIT TO B' LOC ' D AT LOCA114 EX :TING DUCT P' NETRATIONS THR •OOF. FIELD VERI AND LOCATION. L 7 J EXIST. EXHAUST FAN TO REMAIN. 0 no I1' II Ut1 nor i � mI _l o immiMamoomma. immolum. ■N EXIST. EXHAUST FAN TO REMAIN. 0 EXIST. EXHAUST FAN TO REMAIN. POWER VENTILATOR TO REMAIN. Ilf--- 0 0 EXISTING AC UNIT TO REMAIN. 0 EXIST. BOILER FLUE TO BE REMOVED. 0 GRAVITY VENT TO REMAIN.° EXIST. EXHAUST FAN TO REMAIN. 0 EXIST. EXHAU T FAN TO REMAIN. 0 ABANDONED CURB TO BE REMOVED. till(HY/8 CEDI REVIEWED FAR OODECOMPLIAWCE 6�PPR�.11iEp JUN 2 4 2010 �Y Tukwila oar BUILDII�G DIVISION ofT ' B LDING DIVISION RECEIVED JUN 15 2010 PERMITGENTER NOTES & DETAILS Q z SCHEDULE 0 MECHANICAL z ELECTRICAL FLOOR MECHANICAL AND z ;4 1- z 0 6 w 0 w 0 2 REVISION DATE: 0 0 N 0 ISSUE DATE: JUNE ARCHITECT REFERENCE NO: w J O 3z z L� LL w0 0 I- 0 `Z 00 0 0 Mw wP >- < O He wa 0 I- 0� (n 0 I- LLB 0 i Z 0 Z O PROJECT NO:10 -152 RE R 0 0 F REMODEL Os�, 0�, 0 ISSUED FOR PERMIT (40:111,k M•Fi T.E. Inc. �,:� sft xf •" 'E a`... ♦ 3i .,; • J 1' v. :n WAREHOUSE #006 :: `,�11W4fr��° ���e� ,; <: RIVERSIDE DRNE 1i�� ®° a #200 : ,c, 'r o RENTON WA 98057 ° °® ° °° 400 COSTCO DRIVE °�T��� o� ����o� PHONE: 425- 970 -3753 �o�� TUKWILA WA 98188 FAX: 425- 970 -3756 `� s ° ej;, � ° �° � G`�Gal� G�G°a� AS REQUIRED BY POWER COMPANY. 0 - 0 N 0 CD Replacement \ 1 52ME- 2.dwg, 0 0 (.0 0 0 0 0 0 1 In 0 0 K:\2010\150-159\10-152 ELECTRICAL LEGEND m SINGLE PLUG -IN RECEPTACLE, +18" OR AS NOTED ® DUPLEX RECEPTACLE, +18" OR AS NOTED JUNCTION BOX, SIZE AND TYPE PER CODE 01 FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER DI COMBINATION STARTER /DISCONNECT SWITCH EP NON -FUSED DISCONNECT, COORDINATE W /EQUIPMENT SUPPLIER #1"C L WP M.S.B. M.D.P. M.L.O. CU A.F.F. GFI E.C. TYP. MOTOR CONNECTION AS REQUIRED CONDUIT IN CEILING OR WALL, 1/2" MIN. CONDUIT UNDERGROUND OR FLOOR, 3/4" MIN. HOME RUN TO PANEL WITH CIRCUIT NUMBER, SLASHES INDICATE NUMBER OF CONDUCTORS INDICATES LICENDDTOPIT OPLSHC## i1 /2 "C C - ALCOUIVCATICONDUt ISOLATED GROUND OR GROUND CONDUCTOR BRANCH PANEL GROUNDING PER CODE OR 3/4" DIAMETER 10' LONG STAINLESS STEEL GROUND ROD MECHANICAL UNIT WEATHER PROOF MAIN SWITCHBOARD MAIN DISTRIBUTION PANEL MAIN LUGS ONLY COPPER ABOVE FINISH FLOOR GROUND FAULT CIRCUIT INTERRUPTER ELECTRICAL CONTRACTOR TYPICAL LOAD CALCULATION - MSB CIRCUIT USE SYMBOL DEMAND LOAD FROM UTILITY MONITORING SYSTEM = 1045 KW ® 0.85 P.F. = 1229 KVA MULTIPLY BY 1.25 (SAFETY FACTOR) = 1537 KVA EXISTING UGHTING = 1848 A EXISTING LOAD = 1537 KVA ADDED LOADS = 2 KVA TOTAL CONNECTED LOAD = 1539 KVA AC -2 = 1851 A EXISTING MAIN SERVICE SIZE 2500A © 480V, 3P, 4 -WIRE 48.9 MBH TOTAL COOLING, 33.9 MBH SENSIBLE, 81.3 AMB, 75.6 EDB, 64.7 EWB, 1600 CFM © 0.5" ESP, SEER = 13, 44.4 MBH TOTAL HEATING, COP = 3.4 GROUND SENSOR EQUIPMENT \ EMA- 3R GROUND FAULT PROTECTION C PROVIDE TESTING PER NEC EXIST. M.S.B.- 1 230- 95(C). CT PT 2500A/3P 2500 A CU BUS, 480/277V, 30, 4W, _500 AF (CLASS L) 100,000 AIC MIN., 100% RATED REMOTE METERS & ALL OTHER RELATIVE EQUIPMENT AS REQUIRED BY POWER CO. (8 -4 "C, 4 500MCM THW CU EA. v N I G 500MCM NEUTRAL DISCONNECT LINK NEC 230 -75 BUILDING MAIN COLD WATER PIPE, BUILDING STRUCTURAL STEEL PER NEC ART. 250. TO UTILITY TRANSFORMER #3/0 CU (8)-4"C, 4 500MCM THW CU EA. HMA -1 EXIST. M.D.P. -1 2500 A 30, 4W, CU BUS, 480/277V, 100,000 AIC MIN., 100% RATED 400A /3P 300AF (LPJ) c7- EXIST. FEEDER NEW PANEL D BREAK RM. EXIST. FEEDER #6 CU TO COLD WATER PIPE ,\\ TBR 45 KVA 480- 208/120V PANE BR 2"C THW Cu TIRE 150A/3P MAIN BREAKER HVAC EQUIPMENT SCHEDULE CIRCUIT USE SYMBOL ITEM SERVES MFR /# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES EXISTING UGHTING AC -1 AIR CONDITIONER PHARMACY TRANE YHC036E4 RLA 36.7 MBH TOTAL COOLING, 27.9 MBH SENSIBLE, 81.3 AMB, 75.3 EDB, 63.1 EWB, 1200 CFM 0 0.5" ESP, EER = 15, 60 MBH INPUT, 48MBH OUTPUT, 80% AFUE 460V/30 15MCOP 8.8FLA 720# PLAN M -1 7/M -2 300 CFM MIN 0/A EXIST. UNIT WEIGHT = 450# (1) (2) (5) (7) (6) (14) AC -2 AIR CONDITIONER OFFICE TRANE WSC048E4 ROA 48.9 MBH TOTAL COOLING, 33.9 MBH SENSIBLE, 81.3 AMB, 75.6 EDB, 64.7 EWB, 1600 CFM © 0.5" ESP, SEER = 13, 44.4 MBH TOTAL HEATING, COP = 3.4 460V/30 15MCOP 10.6FLA 653# PLAN M -1.1 PLAN M -2.1 7/M -4.1 300 CFM MIN 0/A EXIST. UNIT WEIGHT = 517# (1) (2) (5) (7) (6) (14) (1) AC UNITS TO BE SUPPLIED WITH LOW LEAK DAMPERS, ECONOMIZER, BAROMETRIC RELIEF, AND THROW -AWAY FILTERS, HINGED ACCESS DOORS (2) UNIT SHALL BE PROVIDED WITH THROUGH THE BASE ELECTRICAL WITH DISCONNECT SWITCH, 120V /15AMP CONVENIENCE OUTLET, AND THROUGH THE BASE GAS PIPING CONNECTION. 3 NOT USED 4 NOT USED 5 AC UNIT CONTROLLED BY BMS. T -STAT S.O.I.C. MOUNT SALE FLOOR UNITS AT 72 ", ALL OTHERS AT 48" 6 ROOF CURBS BY G.C. 7 EQUIPMENT FURNISHED BY COSTCO, INSTALLED BY M.C. CONTACT COSTCO PURCHASING DEPT. TO COORDINATE DELIVERY TIME ® FAX(425)313 -6770. 8 NOT USED (9) NOT USED 10) NOT USED 11 NOT USED 12 NOT USED 13 NOT USED 14 NEW AND EXISTING UNIT WEIGHTS DO NOT INCLUDE WEIGHT OF CURB OR DUCTWORK. EXISTING UGHTING PANEL: D 480 / 277 VOLTS 3 PHASE 4 WIRE EXISTING 400 A CU BUS M.LO. 22000 A.I.C. MIN. TOP FEED SURFACE MOUNT SQ-D NEHB CIRCUIT USE A PHASE (KVA) B C BKR. CKT. CKT. NO. NO. BKR. A PHASE (KVA) B C CIRCUIT USE EXISTING UGHTING 3.00 10 5 20/1 1 2 20/1 3.00 7 *INSTALL REQUIRED # OF HOLD -DOWN CABLES FOR EACH AC UNIT PER WEIGHT LISTED IN MECHANICAL SCHEDULE. EXISTING LIGHTING EXISTING UGHTING 3.00 20/1 3 4 20/1 3.00 EXISTING UGHTING EXISTING UGHTING 3.00 - 20/1 5 6 20/1 3.00 EXISTING LIGHTING EXISTING UGHTING 3.00 20/1 7 8 20/1 3.00 EXISTING UGHTING EXISTING UGHTING 3.00 20/1 9 10 20/1 3.00 EXISTING UGHTING EXISTING UGHTING 3.00 20/1 11 12 20/1 3.00 EXISTING UGHTING EXISTING UGHTING 3.00 20/1 13 14 2.70 EXISTING UGH11NG 3.00 20/1 15 16 30/3 2.70 (4) FAN COILS EXISTING UGHTING 3.00 20/1 17 18 2.70 SPARE 20/1 19 20 20/1 3.19 TIRE UGHTING SPARE 20/1 21 22 20/1 3.19 TIRE UGHTING SPARE 20/1 23 24 20/1 3.19 TIRE UGHTING 10.00 25 28 1.50 SUBFEED PANEL LL 10.00 40/3 27 28 15/3 1.50 SUMP PUMP 10.00 29 30 1.50 3.00 20/1 31 32 5.37 PARKING UGHTING 3.00 20/1 33 34 20/3 5.37 AC -1 & AC -2 3.00 20/1 35 38 5.37 15.00 37 38 2.97 SUB FEED PANEL BR 15.00 70/3 39 40 15/3 2.97 A/C (TIRE) 15.00 41 42 2.97 TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) 37.00 37.00 37.00 58.73 KVA 58.73 KVA 58.73 KVA 21.73 21.73 21.73 TOTAL CONNECTED LAD 176.19 KVA 211 A * REVISED LOAD. PROVIDE NEW BREAKER ELECTRICAL PLAN NOTES: O EXISTING AC -1 AND AC -2 TO BE REPLACED WITH NEW UNITS. REUSE EXISTING AC -2 CIRCUIT. REPLACE EXISTING 20A /3P BREAKER IN EXISTING PANEL D TO 30A /3P NEW BREAKER. DEMOLISH FEEDERS FROM EXISTING UNITS TO SOURCE AND PROVIDE NEW AS SHOWN. GENERAL NOTES; (1) INFORMATION ON THE EXISTING INSTALLATION HAS BEEN OBTAINED FROM THE BEST SOURCES AVAILABLE BUT CAN NOT BE GUARANTEED ACCURATE IN ALL RESPECT. PRIOR TO BID, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE, THOROUGHLY FAMILIARIZE HIMSELF. (2) ALL WORK SHALL BE PERFORMED TO CHANGE THE EXISTING ELECTRICAL INSTALLATION AS SHOWN. INCLUDE AS PART OF THE CONTRACT ALL RELATED WORK REQUIRED TO OBTAIN THE INDICATED RESULTS. ALL EXISTING WIRING, CONDUITS, JUNCTION BOXES AND ALL OTHER ELECTRICAL EQUIPMENT AND DEVICES IN THE AREAS AFFECTED BY THE DEMOLITION AND THE NEW WORK SHALL BE REMOVED AND RELOCATED AS REQUIRED. EXTEND ALL CONDUITS AND WIRING. REPULL NEW WIRES AS REQUIRED. (3) ALL WORK ARE TO BE DONE SO AS NOT TO INTERFERE WITH THE WAREHOUSE'S NORMAL OPERATION. ANY ELECTRICAL SHUTDOWN SHALL BE COORDINATED AND SCHEDULED AS APPROVED BY THE STORE MANAGER OR COSTCO'S DESIGNATED REPRESENTATIVE. (4) DO NOT RUN CONDUITS AND WIRES ON ROOF. 340P500 CLEVIS 3 3/16" SS AIRCRAFT CABLE S 7" ROOF TOP AC UNIT DO NOT BLOCK ACCESS PANELS NEOPRENE GASKET BY M.C. RIGID INSULATION ROOF TOP MECHANICAL UNIT HOLD DOWNS OPERATING WEIGHT(LBS; TOTAL HOLD-DOWNS # HOLD -DOWNS PER SIDE <1000 4 2 <2000 6 3 <3000 8 4 <4000 10 5 <5000 12 6 <6000 14 7 *INSTALL REQUIRED # OF HOLD -DOWN CABLES FOR EACH AC UNIT PER WEIGHT LISTED IN MECHANICAL SCHEDULE. NO. 12 SELF DRILLING SCREW (TYP. OF 2) HOLD DOWN CABLE SUPPLIED BY OWNER, INSTALLED BY M.C. 14 GA. ROOF CURB. SEE SCHEDULE FOR PROVIDER ROOF DECK AC UNIT HOLD DOWN CABLE SCALE: NONE CURB AND FLASHING PER ARCH. PROVIDE HOLD DOWN BRACKET PER DETAIL ROOF c-I 111 CONDENSATE CONNECTION TO AC UNIT WITH TRAP. DAYLIGHT TO DRIP BLOCK ON ROOF. GAS PRESSURE 6.7 REGULATOR PROVIDE DRIP BLOCK FOR CONDENSATE LINE FROM AC UNIT ON ROOF. SIZE PER PLAN `w law I► RA DUCTS MUST RUN STRAIGHT DOWN PERPENDICULAR TO FLOOR, FROM ROOF TO TOP OF STRUCTURE DUCTS TO BE INTERNALLY INSULATED FOR RUN BETWEEN BUILDING ROOF AND ANCILLARY FRAMING SA SA FLEX CONNECTION SMOKE DETECTOR PROVIDED BY FIRE ALARM CONTRACTOR. INSTALLED BY M.C. INSTALL IN RETURN DUCT ONLY IF REQUIRED BY LOCAL CODE FOR UNITS OVER 2000 CFM (SEE SPEC FOR FIRE ALARM CONTRACTOR RESPONSIBILITY) LL OFFSETS TO BE BETWEEN CEILING SPACE. CEILING / LIGHTS TYPICAL ANCILLARY STRUCTURE (PHARMACY, OPTICAL OFFICE, E.D. P, & FOOD SERVICE) TYPICAL DUCTED AC UNIT DUCT ELEVATION DETAIL SCALE: NONE CODVIEWED FOR ECOMPLIANCE APPROVED JUN 2 4 2010 Cityof Tukwila BUILDING DIVISION MtOO 8 RECEIVED JUN 15 2010 PERMIT CENTER w 0 w 0 • REVISION DATE: 0 0 N O ISSUE DATE: JUNE ARCHITECT REFERENCE NO: z zw ou- wo a oz w oz 00 w m 0 za. w 0w U 1- 0E- NO - 2 LL I, O Ir I- a d Z 0 Z O O PROJECT NO:10 -152