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Permit M12-059 - COSTCO OPTICAL
COSTCO OPTICAL 441 COSTCO DR M12 -059 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.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 3623049107 Address: 441 COSTCO DR TUKW Project Name: COSTCO OPTICAL Permit Number: M12 -059 Issue Date: 05/29/2012 Permit Expires On: 11/25/2012 Owner: Name: COSTCO WHOLESALE CORP Address: PROPERTY TAX DEPT 190 , 999 LAKE DR 98027 Contact Person: Name: CURT SPROGE Address: 3808 N SULIVAN RD 5N , SPOKANE VALLEY WA 99216 Email: CURT.SPROGE @SKYLINEHVACSHOP.COM Phone: 253 880 -6232 Contractor: Name: SKYLINE MAINTENANCE Phone: 877- 735 -2956 Address: 3808 N SULLIVAN RD, BLDG 5 -N , SPOKANE VALLEY WA 99216 Contractor License No: SKYLIMS899LZ Expiration Date: 06/09/2013 DESCRIPTION OF WORK: INSTALL NEW A/C AND DUCTWORK Value of Mechanical: $30,000.00 Type of Fire Protection: SPRINIELRS /AFA Electrical Service Provided by: Fees Collected: $551.06 International Mechanical Code Edition: 2009 Permit Center Authorized Signature: - / / Date: I hereby certify that I have read and examined this p 't 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 performan - otworTI I am authorized to sign and obtain this mechanical permit and agree to the conditions on the back of this permit. Signature: Print Name: Date: V /eel. ! 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. doc: IMC -4/10 M12 -059 Printed: 05 -29 -2012 PERMIT CONDITIONS Permit No. M12-059 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 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. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2328) 14: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 15: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2328) 16: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2328) 17: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2328) 18: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this doc: IMC -4/10 M12 -059 Printed: 05 -29 -2012 project. 1 • 20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IMC -4/10 M12 -059 Printed: 05 -29 -2012 CITY OF TUKWIiii Community Developmeilrepartment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** Site Address: 44-1 M br Tenant Name: COs l CC) )CAL King Co Assessor's Tax No.: '7`' V' ✓"4-1, 1°1 Suite Number: :IMO 0ERTY OWNER .. ;, .,., :"` , ti • Name:c4)SAcc) W t/ \Q \ IQ_SZAQ._ City:.Sw000�. vAllvz State: p Zip:cmaic Address:/ —alt l\ /',,,5A� Dl Dc City:S f L \j \1 _ State: L) p. Zip:gc ' City:y \`` 1 k) \\\ L Zipol`6 i D 0 ?CONTACT PERSONr p`"0.410 receivingal6;44f..; C Company Name:` i\LiL vj 1 ` ' s.t�` �_� cz ,i3O I Name: C0 \z--\-- .6 ? -�€.. City:.Sw000�. vAllvz State: p Zip:cmaic Address: eN V O \ C_ \\ vz (p,� I 5 Contr Reg No.: 1,6‘i ti'itylcAl Date: (gr GI I City:S f L \j \1 _ State: L) p. Zip:gc `6 Phone: t a5-3_ _(� x`�L�r ax: ��D3�t Email: Cop \ rocr a_\ Si`f `i.P t Ksknit' Floor: New Tenant: ❑ Yes ❑.. No MECHANICAL ;CON.TRACTOR,iNFORMATION. C Company Name:` i\LiL vj 1 ` ' s.t�` �_� cz ,i3O I Address :3VA }) \ 2� p,,1 5--s) `' City:.Sw000�. vAllvz State: p Zip:cmaic Phone: a5-s 4cso_ G,4-3-).,Fax: Contr Reg No.: 1,6‘i ti'itylcAl Date: (gr GI I Tukwila Business License No.: ' Qt 9) COM Valuation of project (contractor's bid price): $ SO K Describe the scope of work in detail: �,� S'Z. \ \ 1J,k,3 Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric ❑ Gas ❑ Other: H:\Applications\Forms- Applications On Line \2011 Applications\Mechanical Permit Application Revised 8- 9- 11 .docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit•Type Qty' Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall /floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm • Unit Type Qty.' Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial ?. PERMIT APPLICATION NOTES: Unit Type Qty Fire damper Diffuser Thermostat Wood /gas stove Emergency generator Other mechanical equipment Boiler /Compressor , 0 -3 hp /100,000 btu 3 -15 hp /500,000 btu 15 -30 hp /1,000,000 btu 30 -50 hp /1,750,000 btu 50+ hp /1,750,000 btu Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING W E R AUTHORIZED AGENT: 4---i2 Signature: Date: Print Name: C,0 ti 1 l_ Day Telephone: —� Dy * to r7-3 Mailing Address: NC lv .N 1\■ 1 v i P-- % .c\ jJ O a- 'Q__.VLk1. 1,_)p cic t�, •k C, City State- Zip H:\Apphcations\Forms- Applications On Line \201 1 Apphcauons\Mechamcal Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh Page 2 of 2 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3623049107 Address: Suite No: Applicant: COSTCO OPTICAL 441 COSTCO DR TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: M12 -059 ISSUED 04/05/2012 05/29/2012 Receipt No.: R12 -03034 Initials: TLS User ID: 1670 Payment Amount: $63.00 Payment Date: 11/02/2012 01:59 PM Balance: $0.00 Payee: CURT SPROGE - SKYLINE MAINTENANCE SERV TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 534760 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 Total: $63.00 63.00 doc: Receiot -06 Printed: 11 -02 -2012 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.TukwilaWA.gov Parcel No.: 3623049107 Address: Suite No: Applicant: COSTCO OPTICAL 441 COSTCO DR TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: M12 -059 ISSUED 04/05/2012 05/29/2012 Receipt No.: Initials: User ID: Payee: R12 -02831 WER 1655 Payment Amount: $63.00 Payment Date: 10/10/2012 04:11 PM Balance: $0.00 SKYLINE MSI TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 12995 63.00 Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 Total: $63.00 63.00 doc: Receipt -06 Printed: 10 -10 -2012 City of Tukwila Department of Community Development 6300 Southcenter B oulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 3623049107 Permit Number: M12 -059 Address: 441 COSTCO DR TUKW Status: APPROVED Suite No: Applied Date: 04/05/2012 Applicant: COSTCO OPTICAL Issue Date: Receipt No.: R12 -01713 Payment Amount: $440.85 Initials: TLS Payment Date: 05/29/2012 01:03 PM User ID: 1670 Balance: $0.00 Payee: JOHN ZEMLA SKYLINE MAINTENANCE SERV TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 257538 ACCOUNT ITEM LIST: Description 440.85 Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 440.85 Total: $440.85 doc: Receiot -06 Printed: 05 -29 -2012 GAO 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 SET RECEIPT RECEIPT NO: R12 -01245 Initials: JEM Payment Date: 04/05/2012 User ID: 1165 Total Payment: 110.21 Payee: CURT SPROGE, SKYLINE MAINTENANCE SERV SET ID: S000001730 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount M12 -059 110.21 TOTAL: 110.21 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 110.21 TOTAL: 110.21 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 TOTAL: 110.21 110.21 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 J41.2 - -023 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: 0 5 r 0 ✓ 1� I c C-M Type of r-C_ i S Vl -t. a t.4 gddre1 1 Date Called Special Instructions: Date Wantefl:./ -4,..m., - r I p.m. cl L A , 'I . Requester: Phone No: Approved per applicable codes. El Corrections required prior to approv l COMMENTS: 1 1 f�,� f f� Approved per applicable codes. El Corrections required prior to approv l COMMENTS: 1 1 f�,� f f� t a I Insp \tor: Dater _ (-7 ( 3 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee,must. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspeciion. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431-2451 Projec : �--- ` l i fl 0 li AP "AT (..d') <TZO `lo 1 (1-- Type of Inspection: Addres : t4' L 5 ( ! M. Date Called: Special Instructions: Qj Date Wante : . �p 0 f/ `� p• m Requester: Pho� S //_3E(0--•6 2:3 a_ Approved per applicable codes. Corrections required prior to approval. / - COMMENTS: ` l i fl 0 li AP "AT (..d') <TZO `lo 1 (1-- AA for., A- ii- S�AI( "C- t ' - - 6» /fAl A IAA n /.11/1 .} -[ k..�A(-V r t t-% (.e -iC.;\ -CY4 -A e LkitA'''\ ejefi -- JAI Inspe.'ctor: Date 1 I I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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 y 2Y 9 Project: Type of Inspection: Address: 1_44 00c=10 0 tOrtrllg Date Called; Special Instructions: ., J f _ Ujc ee4 ikt,i 44113 AA Date Wanted:. -- `- 3 1.: l (a rn`i pan! Requester: Vt..ltt.'1' Phone No: ElApproved per applicable codes. COMMENTS: Corrections required prior tq:approval. • S' intock.k { Inspector: n E y NSPECTION FEE REQUIRED. Prior to next inspection fee must be—, i!taid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.' 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 Project:- 00Si16t7 COPT InAL_ Type of Inspection: R .IGF{ °_%t.i `"�- , r-e_. 1, e.z�. Address: Date Called: Lv N LO 6:4-4-- Special Instructions: O GI-10 G- 0 1 Date Wanted:. 11/2/12. A_ t 1--\ \; a. . p.m: Requester: S Lt aKe- LS : " i') Phone No:'" -1.5g - 6? 3 2' ElApproved per applicable odes. g.� Corrections required prior to approval:- COMMENTS: K., ca.,46 6vv._ :;'7-w `"�- , r-e_. 1, e.z�. " .e_n� L i �. --''. i 1 U� Lv N LO 6:4-4-- - P e tI' A_ t 1--\ \; Af) S Lt aKe- LS : " i') iJ 0 a_ (),) i ,AA-! ..e. -- / M1 ^ . . cO e LAPrP S& -P .,_ ..A e --A, irk , , .-ci 0 A, \ A\ Ni,e2_, (:-4-A ,1..A. ,.1 oy -e_- -mac ,, i.j'�Srl ".- 'A -7►p,N r fI R \ ' lnspe tor: Date: 44� f+- REINSPECTION FEE REQUIRED. Prior to next inspection, fee '.must -be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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 Project: ---- , Typ�, f Inspection: Addressey II Date Called: Special Instructions: Date Wanted: 14 -._f ( 7,•: .. m -. P.m. Requester. Pho�, No: f'. t aApproved per applicable codes. COMMENTS: orrections required prior,to approval ( k) ( keel Drovi~ ee\ . ) d\ (`err A a . FaAP l e ..: Ts Inspecto n REINSPECTION FEE REQUIR' D/Prior to next inspection fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection; :INSPECTION RECORD Retain a copy with permit INSPECTION NO PERMIT NO. ‘A CITY OF TUKWILA BUILDING DIVISION, I 6300 Southceiter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit. Inspection Request Line (206) 431 -2451 MI? -Os7? Approved -per applicable codes. Type o Insp,)eop: / Date Called: Date Wanted:. E 0 /2-47'1 P.m. Requester: PhVo; Corrections required prior to approval. COMMENTS:. JL l Kam( /✓ r A 744 re..0, )0' (Y t= 1 . ' } it-•, !' e---4-- � { f e ,`°— i' (9 -- .I V \.. �.�Vl ( •' /c 1(-',) _.. 1 4 1 id L LI a i J-g-0 A-/a . ► 5 . 1 S i.i.0 / C i ,c-r- C � Ali' 'A 1-� F a � 0. f" 1 4 t/Q 6,(;_.' << e ` :c 4- - ,`r T3 l-t. .. f -o r Jute € ti `: tp , /t`l' . 3 1U.v (. v A 1r,.$ IJ e • J 1 L1AJ 6.C'.' j Dae' / 'REINSP.ECTION FEE REQUIRED. Prior to next inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspect 0 si-txt,d k A- 0/C-(L-C, s p-erkrr INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 19- - o- s-a,. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: Sprinklers: Fire Alarm: Type of sp ion: Address: big i Suite #: co s k-u) ®� Contact P rson: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: tAr- yk,AL Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: //..\ S0-- Date: 2 /C/ /3 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -O PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 60.st-co O p+,--co, / Type of Inspection: / /L' Sh„ +d1a s , Address: y y / _Cas-1 co Ofr Suite #: Contact Person: Cam, -f- -CPYo) -e Special Instructions: Phone No.: Approved per applicable codes. • Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits': Occupancy Type: AA) Are ci I a A-L. of✓4, - ;-1 Ol, sit-e Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits': Occupancy Type: Inspector: Nvil j 1 Date: //_ 9 -/ ->., Hrs.: / Pe$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address .t41 Attn: (-vr't Spro5 </ i,-k,.,;)40r Company Name: Sty /iu JA ,-icvIeau Se--; ce; Address: ' $]O}1 N- S„ i /iia ti tZ Olds S IL-14c /4.) State: lit/A- City: Srokr,,,e (/idle Zip: SS-."' Word /Inspection Record Form.Doc T.F.D. Form F.P. 113 October 30, 2012 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com fRs..csiveD N0\1 01211 DVS-OMEN City of Tukwila Building Department 6300 Southcenter Blvd, Suite .100 Tukwila, Washington 98188 -2544 Project: Costco Tukwila Optical Address: 411 Costco Drive, Tukwila FINAL REPORT Permit Num Job Number: We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Structural Steel Erection Sincerely, OTTO ROSENAU & ASSOCIATES, INC. KceitoRPurt'i-.\, Kate Rubin Report Manager --Email-c":—Skyline Maintenance Services, Inc., OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 248811 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Costco Tukwila Optical 441 Costco Drive, Tukwila Skyline Maintenace Services, Inc, dba Coil T Permit Number: M12I-.1459r Job Number: 12 -0320 Client Address: 3808 N Sullivan Rd 5 -N, Spokane Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection X Other (specify): Other (specify): Inspector and Date Remarks Leroy Miller 6/20/2012 Copies to: Client Owner Architect On site 1. as requested at the * Costco Optical Lab, Tukwila WA Performed inspection of the following previously welded items on two joists that where visible from a ladder and slag was noted on a lot of the welds where accessible. The following items are non - conforming. a) b) c) d) e) f) The top chord welds per drawing S -2 section C -2 (c1 -c1) are approximately 1 1/2" long where accessible. The new crimped web reinforcing welds per drawing S -2 section E -2 are approximately 1.0" long where accessible. The bottom chord welds per drawing S -2 section A -2 are approximately 1 '/2' long and slag is still on a lot of the welds where accessible. Bottom chord welds per drawing S -2 section A -2. The 1/2" x 5" plate to the bottom of the bottom chord (2" x 12" weld spacing) the welds are approx. 1 1/2' long. Bottom chord welds per drawing S -2 section A -2. The 1/4" x 5" plate to the bottom of the bottom chord splice's call for a complete joint penetration (CJP) weld. The weld does not appear to be to be a CJP and is of poor quality. Bottom chord welds per drawing S -2 section A -2. The 1.0" bar is welded to the bottom of the 1/1" x 5" plate across the splice and are located at the panel point of three crimped web reinforcements come together, not on the top of the angle iron. X Engineer X Contractor X Building Dept. Others Technical Responsibility: �J 2ff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 248812 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Costco Tukwila Optical 441 Costco Drive, Tukwila Skyline Maintenace Services, Inc, dba Coil T Permit Number: Job Number: Client Address: RECEIVED ,JUL 2 0 2012 COMMUNITY DEVELOPMENT iM 1`2 -059 12 -0320 3808 N Sullivan Rd 5 -N, Spokane Inspections Performed , Steel Decking Structural Steel Fabrication Structural Steel Erection X Other (specify): Other (specify): Inspector and Date Remarks Leroy Miller 07/05/2012 On site as requested at the Costco Optical Lab, Tukwila WA 1. Performed inspection of the following previously welded items on two joists that where visible from a ladder and where accessible. The following items were re- inspected. Request that the engineer review the below items b, e & f. a) The top chord welds per drawing S -2 section C -2 (c1 -c1) where accessible, appear repaired. b) Non - conforminq - The new crimped web reinforcing welds per drawing S -2 section E -2 are approximately 2.0" long where accessible; section D -2 are approximately 1.0 " -1.5" long where accessible. Contractor to ensure that all required supports are installed per diagonal brace detail drawings. c) The bottom chord welds per drawing S -2 section A -2 where accessible, appear repaired d) Non - conforminq - Bottom chord welds per drawing S -2 section A -2. The % <" x 5" plate to the bottom of the bottom chord splice's call fora complete joint penetration (CJP) weld. The weld does not appear to be to be a CJP and is of poor quality. e) Non - conforminq - Bottom chord welds per drawing S -2 section A -2. The 1.0" bar is welded to the bottom of the 'A" x 5" plate across the splice and are located at the panel point of three crimped web reinforcements come together, not on the top of the angle iron. The welds are of poor quality. Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 84445 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Costco Tukwila Optical 441 Costco Drive, Tukwila Skyline Maintenace Services, Inc, dba Coil T Permit Number: Job Number: Client Address: RECEIVED' AUG 2 0 S1 M12-059 COWUNITY 12 -0320 3808 N Sullivan Rd 5 -N, Spokane Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection X Other (specify): Other (specify): Inspector and Date Remarks Rick Hardy 08/03/2012 Copies to: Client Owner Architect Performed visual inspection of structural steel erection on the following: Full penetration in process. Plates on bottom chord 5" x' /4' with complete joint penetration weld inspection of bevel and fit, inspection of root pass cleaned and ground, inspection of fill and cover passes cleaned and ground as per detail A -2. Inspection of new 4" x %4" x 4" plate on top of bottom chord with 1/8 fillet. Above welds conform to AWS D.1 -2010. Note: Upper chord connection — web reinforcing with double angle unable to weld as per engineers details on section E.2. Work is incomplete. WABO Welder: James T. Davidson > W14959 > Exipires: 10/2012 X Engineer X Contractor X Building Dept. Others Technical Responsibility: Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) WSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. Dig • STRUCTURAL CALCULATIONS FOR COSTCO TUKWILA - OPTICAL LAB FACILITY NEW HVAC AT 400 COSTCO DR., SUITE 150 TUKWILA, WA 98188 CODE: SEISMIC: CORRECTION LTR# We get buildings built. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2012 City of Tukwila BUILDING DIVISION 2009 International Building Code (IBC) Ss= 1.399, SDS = 0.933 S1 = 0.478, SDI = 0.485 Seismic Design Category = "D" April 16, 2012 ENW Project No. 96- 083012 MiO5 9 RE-CEIVED crr MOIRA APR 17.21111 PERMIT CENTER 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN Ave. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 PROJECT # I0 CW1)011V . PROJECT C, -TO ‘4(V il.. —� OPTIC (AL LNt' fl\C" -T`( DATE -5 3. �\ SUBJECT SHEET OF H c -scR-i PT1a \\" q Acid A New I -1\11\c (3-5411 I b s i U °40.11 L� (Pik C L.. 1 -)L - Roor.to(71 ItJSoL,t.crtON S-f L .D 140/\ 4 a_ ,-T-201, / Mack. = I.Q PSF LOADS SE�Srn�G . • SM5= 1:.3`6 S6 0:,`A-25) BY x-160. :q7 Lp- t5S9S,- IzL.2y� l3�sIC A\ D 85 - (mP (IS ►NU LoA `? o (-v-icotA LitoP pauJ(rS >` . . (0 )aksr a KS tb T — I8 P,L 3-1 P51- 1'21 2,Z. r TNT ENW ENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS (� 6869 WOODLAWN RAVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (20) 522-6698 PROJECT # I f7 O S 01Z, C PROJECT C, -- oP-n LA15 KO LI DATE SUBJECT SHEET 2 OF HVAC wib-r 3`I`Ir..Ibs -,t L 7:9 531' N).1!(.176 _ `I�i Y3 G P5 WORST v \DL 62,2 P C6) (1 P 125.`x, P5 (5> = Pf WH ✓n� 03.aK PS)(5 ) =.26,7 ?V p. BY bo7 --750 OPTTavAL . f1T7'ANci7 G.Cg `", 000'0. 4. '&7,-/771 ;e eV/ Or/ S 3.., Ep. SOE 3344 it' %h 60014' 54.Re;'• %•• 3 L3 >4 121, Plrf Nvr5 : VEsc,N . f'P2 4 '3: ,6* Is/17E S 7b 4 t'b.S ; z 13,, Mil L-4030 ro 1b�YT: . F385Q -rn� • i j ;,..... 13350 ( ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 940aeoS OX• PROJECT CO Sir...411: Ti-4 opt Late, DATE SUBJECT SHEET 3 OF 1 7- B ;I • $ a • Cs 0403 4 . 157s 6.1 )tier' ; : 1 ' • ; : scv6 /,3c. i . ,., l;-,//,/•o: i e' Mfg / 0 • ' : , , ■ . 1 • I ' . ; . , . 5457.5/71/C..i S3 ';'-' I. 3,4)1 Cr 40. 408. a C s 1,, me.: oi Is 14/40%.'. •1 ; r' LMO- i 'TO ; 0 1 1 )1 44.1 i . Ep , i . S3 1i., ,pesi4,:( 6,,,,,,xor IF . , . . , , t pos.staLe • ENGINEERS- NORTHWEST, INC.P.S. 6869 W00DLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = 'Shaded cells Job number : 96083012 Job name : Costco Tukwila Optical Lab SHEET 1 OF 17 9/29/09 REV. 1: 7/7/10 SEISMIC IBC 2009 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 Basic Seismic - Force- Resisting System = Basic Seismic- Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = T� = 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? B4 Ordinary steel concentrically braced frames BFS Y 26.00 ft. 1.399 .. 0.478 6 D 11 20.67 ft. 16.00 ft. '! 14.33 ft. YES = Building Frame 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 Output Site Coefficient Fa = 1.000 Table 11.4 -1 Site Coefficient Fv = 1.522 Table 11.4 -2 Sms = 1.399 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = 0.728 Sml = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 0.933 Sds = 2/3Sms Section 11.4.4 (Eq. 11.4-3) Sd1 = 0.486 Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Seismic Design Category (SDC) = D Section 11.6 & Tables 11.6 -1 & 11.6 -2 To = 0.104 0.2&11/Sds Section 11.4.5 Ts = 0.620 Sd1 /Sds Section 11.4.5 Ct = 0.02 Section 12.8.2.1 Table 12.8 -2 Period = T = 0.230 seconds - Section12.8.2.1 (Eq. 12.8 -7) Sa = 0.933 Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.4 -6)or (Eq. 11.4 -7) R = 3.25 Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) t2o = 2 System Overstrength Factor modified for flexible diaphragm Cd = 3.25 Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 IE = 1 Occupancy Importance Factor - Table 11.5 -1 Detailing Reference Section = 14.1 Cs calc. = 0.287 Section 12.8.1.1 (Eq. 12.8 -2) Cs max. = 0.649 Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8 -4) Cs min. = 0.041 Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) Cs use = 0.287 Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) Vu design = 0.287 *W At strength level USD (Eq. 12.8 -1) V design = 0.201 *W Working (0.7 *E ) ASD W = Building weight (# or kips) Table 12.8 -1 Cu = 1.4 Ev= 0.187 *D = +/ -.2 Sds D (Eq. 12.4.4) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level Fpu calc. = 0.287 Fpu min.= 0.187 Fpu max.= 0.373 Fpu design = 0.287 Fp design = 0.201 *wp (Eqs. 12.8 -2 thru 12.8 -6 above) *wp (min. Section 12.10.1.1) *wp (max. Section 12.10.1.1) *wp USD *wp ASD (0.7 *USD) EQ. 3/10/2011 ASCE7 -05 2009IBC Seismic IE1 ♦ ♦ ENGINEERS NORTHWEST, INC., P.S. ~ STRUCTURAL ENGINEERS PROJECT # PROJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 Cos -rco ; 74640//....4 DATE SUBJECT SHEET OF I3- BY =7.1) jqy Input = Job Number. Job Name: __-) Location: ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 5/412 -t -D /f2eG17*`1 Properly of Engineers Northwest, Inc., Seattle - Use by others unlawful LATERAL LOADING FOR MECHANICAL UNITS 98-083012 Costco Tukwilo SHEET _(° OF I3 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 6.5.15.1 & Figure 6-21 (rooftop equipment) Component Definition: ME -1) Air-aide HVAC, fans, air handlers, air conditioning units, cabinet heaters, air distribution boxes and othernlTable 13.6 -.1 Table 13.6 -1 Category Mechanical and Electrical Components _...'I Site Class (soil). 0 Se= 1.399 lo° Equipment is mounded on Wind Speed = Category Is Ns a hurricane prone region? Ka= Wind Is The mechanical unit Is - ---��j MU OperalingWeight= MU Height = MU Length MU Wdth = Roof height above ground level = BhAlding Width = Seismic Output Fe ° Sus= Soo= aoRo zRh= Fpu=1.6'Sa,'l,'uN, Fo,p 0.41e,'Soelp/R0 *(1+2z.NW, Fre 0.3'Sos 1c11Vp= 1.0 Section 13.1.3 Roof Wind Output Comparison: 85 mph 0.85 Normal to face Rigid E design = F, design F, design = 38501bs 6.87 ft. 13.90 ft 17.00 ft. 17.00 ft. 180.00 ft. Area Factor = Fina ° q: A ° Fora.' = q.GChA F= 1.00 1.399 0.933 0.417 1.0000 1.4928 0.4665 0.2799 TOP OP ROOF Table 1 -1 Table 6-1 Table 6-4 Not Dynamically Sensitive GRADE Table 11.4 -1 38501bs (MAX.) MU NOTE: Wind direction 'Is Into Page • 18011 Sms = FaSs Section 11.4.3 (Eq. 1 .4-1) Sds = 213Sms Section 11.4.4 (Eq. 1.4-3) Table 13.6 -1 [drag level 'W, Upper bound (Eq. 13.3-2) 'W, Calculated (Eq. 13.3-1) 'W, Lower bound (Eq. 13.33) 0.4665 IN 10.5.0.1 0.3266 'W [A.S.D.] Working (0.7 factor ) 1257 Iba 4- Total Force [A.S.D.] 20.34 it (height at cenbold of MU) t Table 6-1 1.00 Sec. 6.5.7.2 (Eq. 6-3) 15.721<z Sec. 6.5.10 (Eq.6-15) 0.70 Table 6-3 0.70 Table 6-3 11.01 psf Velocity pressure at height z above the ground 11.01 psf Velocity pressure at height h above the gravid 0.850 Gust effect factor - Section 6.5.8 1.3 Net force coeffident from Fig. 6-21 12.17 psf (Eq. 6.28 ) 12.16 psf ( Eq. 6.28 ) 92.7 sq.ft. Projected area normal to the wind except where C, Is specified for the actual surface area. 1.9 Section 6.5.15.1 2145 ms ( Eq. 6-28 ) 11281b5 ( Eq. 628 ) 2145 Ube 4- Total Force [A.S.D.] Fwind > Feelsmlc -+ Wind Governs Lateral Design WIND LOADS $ REACTIONS Raw` 3.34 ft.. (height of lateral bad) cm= 72.001n. (holddown clearance) (o = 6.00 ft (length of holddown) Mar= 71940:0-ft.[ASDI T = C = 14311bs [ASD] T,pucT = T- 0.6(P012) (ASD Combo: 0.6D +W) = 2781be [ASD) Therefore, design for 278 lbs net uplift at each end of the unit SEISMIC UPLIFT @ EACH END OF UNIT = WIND UPUFT @ EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT = WIND SHEAR ON EACH SIDE OF UNIT = MU Lateral - Basic WORKING [ASO] 0 Iba 276Ibe 829 lbs 1073Ibs ULTIMATE [USD] 0 Ibe 5571bs 880Ibe 1716 Iba 3/10/2011 ASCE7 -05 20091BC MU Lateral Input= Job Number. Job Name: Location: ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Col,' 4' DIRet'fiall Property of Engineers Northwest. Inc.. Seattle - Use by others unlawful LATERAL LOADING FOR MECHANICAL UNITS 96-083012 +f. Costae Tukwila Wth Screen Component Definition: Table 13.6-1 Category = Site Class (soil) Ss = ° Equipment is mounted on SHEET 7- OF 17- 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 6.5.15.1 & Figure 6-21 (rooftop equipment) ME -1) Air-aide HVAC, fans, air handler!, air conditioning units, cabinet heaters, air distribution boxes and other eriTable 13.6-1 Mechanical and Electrical Components D 1.389 1.0 Roof Wind Speed = Exposure = Category Is ids a hurricane prone region? Ka = Wind is The mechaNcal unit Is MU Operating Weight= MU Height = MU Length = MU W dlh = Roof height above ground level = BuilAng Width = -85mph ' Seismic Output F,= Sus= Sps= ap1Rp = Lh= Fpu= 1.6'Sps'Ip•f,= Fp„= 0.4'a,'Sps10fip'(1 +2zlh)W, _ Fp,p 0.3'Spy iMp Wind Output Comparison: Fp„ design = F, design = F, design = NO - 0.65 Normal to face. Rigid ':3850 Iba ' 6.67 ft. --' -- 17.00ft - 13.90ft. -•) 17.00f. ..,160.00 ft Area Factor = F =a = q.GCA = Fs = q.GGA, _ F= Section 13.1.3 '.1) TOP OP 8001 Table 1 -1 Table 6.1 Table 6-4 Not Dynamically Sensitive • GRADE k 1.00 Table 11.4.1. 1299 Sms =FaSs Sectlon 11.4.3 (Eq.1 .4-1) 0.933 Sds =2/3Sms Section 11.4.4 (Eq. 11.4-3) 0.417 Table 13.6-1 1.0000 at roof Wye! 1.4928 'W, Upper bound (Eq. 13.3-2) 0.4665 'W, Calculated (Eq. 13.3-1) 0.2799 'Wo Lower bound (Eq. 13.3-3) 6.87N 17ft 3850 Iba (MAX.) MU NOTE: Wind direction Is Into 160 ft 0.4665 0.3268 12571ba Mf Ius.D.J [A.S.D.] Working (0.7 factor) 4- Total Force [A.S.D.] 20.34 ft (hetgM at centrdd of MU) 1 Tade 6.1 1.00 Sec. 6.6.7.2 (Eq. 6-3) 15.72'Kz Sec. 6.5.10 (Eq.6-15) 0.70 Table 6-3 0.70 Table 6-3 11.01 psf Velocity pressure at height z above the ground 11.01 psi Velocity pressure at height h above the ground 0.850 Gust effect factor - Sectlon6.5.8 1.3 Netforce coefflclent from 11g. 6-21 12.17 psf ( Eq.6 -28 ) 12.16psf (Eq.6.28) 113.4 sq.ft. Projected area normal to the wind except where Cr Is specified for the actual surface area. 1.9 Section 6.5.15.1 2624lbs ( Eq. 6.28 ) 13791bs ( Eq. 6-28) 2824 Iba 4 - Total Force [A.S.D.] Fwind> Faelamlc -.Wind Governs Lateral Design WIND LOADS & REACTIONS 13.9 ft J 2824 Iba [ASD] 6.67 ft 3.34 ft V V m:;\ CA T 13.57 N. Pp12 Pp2 SEISMIC UPLIFT @ EACH END OF UNIT= WIND UPLIFT @ EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT = WIND SHEAR ON EACH SIDE OF UNIT = MU Lateral - Basic Nom= ;&34f1. (helgMof lateral load) aqp= ZOO in. (holddowndeerance) to = 13.57 ft (length of hoiddown) MOT 87611bft [ASO) T = C = 645 ms IASDJ Tp,uT= T- 0.6(Pp2) (ASO Combo: 0.6D+W) = S10Ibe [ASO] WORKING [ASD] O Ibs 0 the 62916a 1312Ibe No uplift occurs ULTIMATE (USD] O Ibs 0 Ibs 860148 2089 Ibs 3/10/2011 ASCE7 -05 2009IBC'MU Lateral Input = Job Number. Job Name: ---� Location :. ENGINEERS- NORTHWEST, INC:P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 allzcc1 o/Y Property of Engineers Northwest, Inc., Seattle - Use by others ullawhd LATERAL LOADING FOR MECHANICAL UNITS 96-083012 Costco Tukwila Optical Lab '. No Screen Component Definition: Table 13.6-1 Category = Site pass (soil) = Ss Ip= Equipment Is mounted on Wind Speed = Exposure = Category Is tills a hurricane prone region? Ke = Wind Is The mechanical unit is SHEET OF I 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 6.5.15.1 & Figure 6-21 (rooftop equipment) ME-1) Air -elde HVAC, fans, air handlers, air conditioning units, cabinet heaters, air distribution boxes and otherniTabte 13.6 -1 Mechanical and Electrical Components - - - - - -- -- -- 1.399 .::1.0 Roof .85 mph 140 Nonnal to face Rigid MU Operating Weight = MU Height= MU Length= MU Width= Roof height above ground level = Bullring Width = Seismic Output F, SUS° Soa° rte° 511= Fpu=1.6'Sos'io1N = F„= 0.4'a,'Sw'I,fR,'(1 +22/11)W, _ F,u= 0.3'Sos19 Wp = Wind Output Comparison: F,,, design = F, design = F, design = 33441ba 6.67 ft. 7A0 ft . 10.50 ft. .. 60.00 (t ...300.00 ft. `._.`...: Area Factor = Feat/ ° q :GCA4 ° ° q:GC,M ° F= Section 13.1.3 4p TOP OP ROOF Table 1 -1 Table 6-1 Table 6-4 Not Dynamically Sensitive 1.00 Table 11.4 -1 1.399 Sms = FaSs Section 11.4.3 (Eq.1 .4.1) 0.933 Sds = 2f3Sms Section 11.4.4 (Eq. 1.4-3) 0.417 Table 13.6.1 1.0000 at roof level 1.4928 'W, Upper bound (Eq. 13.3-2) 0.4665 'W, Calculated (Eq. 13.3.1) 0.2799 'W, Lower bound (Eq. 13.3-3) 7.4 ft >1 6.67ft-I 3344 Ibs (MAX.) MU NOTE: Wind direction Is Into • .......... :Pall° I 300 ft 0.4665 0.3266 1092 Ibs wv [U.S.131 [A.S.D.] Working (0.7 factor ) 4- Total Force [A.S.D.] 63.34 fL (height at ceniroid of MU) 1 Table 6.1 1.00 Sec. 6.5.7.2 (Eq. 6-3) 15.72 *Kt Sec. 6.5.10 (Eq.6 -15) 0.87 Table 63 0.70 Table 6-3 13.64 psf Velocity pressure at height z above the ground 11.01 psi Velocity pressure at height h above the ground 0.850 Gust effect factor Section 6.5.8 1.3 Net force coefficient from Fig. 6-21 15.07 psf .( Eq. 6-28.) 12.16 psf ( Eq. 6-28 49.4 sq.tt. Projected area normal to the wind except where Cris specified for_61e actual surface area. 1.9 Becton 6.5.15.1 1414 Ibs ( Eq. 6.28 ) 601 ms ( Eq. 6-28 ) 1414 Ibs 4-- Total Force [A.S.D.) Fwlnd > Fseismlc• Wind Governs Lateral Design WIND LOADS & REACTIONS 10.5 ft 14141bs [ASD] v SEISMIC UPUFT @ EACH END OF UNIT = WIND UPUFT @ EACH END OF UNIT a SESIMC SHEAR ON EACH SIDE OF UNIT = WIND SHEAR ON EACH SIDE OF UNIT = Row= Go= =...6.00 ft. - MOT° 4714gstt T =C= 943ms TL,LEr = 7- 0.6(Pd2) _ -60Ihs :;3.34 ft...:. :33.00 In.' WORKING [ASD] O lbs Olbs 546Ibe 707 Ibs 6.67 ft T 3.34 ft v (height of lateral load) (holddown clearance) (length of holddown) (ASD] [ASD) (ASD Combo: 0.604W) [ASD] No uplift occurs ULTIMATE [USD] O lbs 4 Ibe 764 Ibs 1131 Ibs 3/10/2011 MU Lateral - Basic ASCE7 -05 2009IBC MU Lateral Input= �? Job Number. Job Name: Location: ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Lc' !7,R 7"tooA Property of Engineers Northwest Inc., Seattle - Use by others unlawful LATERAL LOADING FOR MECHANICAL UNITS 96-083012 Costco Tukwila Component Definition: Table 13.6 -1 Category = Site Class (soil) = Ss= b= Egtipment is mounded on Wind Speed = Exposure = Category = Is its a hurricane prone region? Ka= Wind is The mechanical unit Is MU Operating Weight= MU Height = MU Length MU Wdth = Root height above ground level = Building Width = Seismic Output SHEET -1 OF 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 8.5.15.1 81 Figure 0-21 (rooftop equipment) ME -1) Air -aide HVAC, fans, air handlers, air conditioning units, cabinet heaters, airdistribution boxed and other niTable 13.6-1 Mechanical and Electrical Components D 1.399 1.0 Section 13.1.3 Roof 85 mph NO 0.85, Normal to face Rigid 33441be 6.87 ft 10.50 ft 7.40 ft. .17.00 ft..:: 180.00 ft. Table 1 -1 Table 6-1 Table 6-4 TOP OF ROOF Not Dynamlcally Sensitive '4) GRADE. F. = 1.00 Table 11.4.1 6.67 ft v 1'___.... 10.5ft 53441bs (MAX) MU NOTE Wind direction la Into page-.-. 160 ft Sus= 1.399 Sms= FaSs Section 11.4.3 (Eq. 1 .4-1) Sos 0.933 Sds =2/3Sms Section 11.4.4 (Eq. 11.4-3) a 0.417 Table 13.6 -1 zlh = 1.0000 at roof level Fpu= 1.6'Sos'l'W= 1.4928 1N Upperbound (Eq. 13.3-2) F„p 0.4•ar•Sco9,/Ro (1 +2011)Wo= 0.4685 `Wo Calculated (Eq. 13.3-1) F„; 0.3'Sos•b•Wr= 0.2799 'WP Lower bound (Eq. 13.3-3) Wind Output Comparison: F„, design = .Fr design = F„ design z= 1= Kn= qx = (K)ocr= (K /less= (q )vwm= G. Area Factor = Far = q:GC = Foiwv = F= 0.4665 0.3266 1092 Iba [U.S.D.] [A.S.D.] Working (0.7 factor ) e- Total Force [A.S.D.] 20.34 ft. (height at centrold of MW 1 Table 6-1 1.00 Sec. 6.5.7.2 (Eq. 6-3) 15.72 '1<z Sec. 6.5.10 (Eq.6-15) 0.70 Table 6-3 0.70 Table 6-3 11.01 psf Velocity pressure at height z above the ground 11.01 psf Velocity pressure at height above the ground 0.850 Gust effect factor- Section 6.5.8 1.3 Net force coefficient from Fig. 6-21 12.17 psf ( Eq. 6.28 ) 12.16 psf ( Eq. 6-28 ) 70.0 sq.fi. Projected area normal to the wind except where G Is specified for the actual surface area. 1.9 Section 6.5.15.1 1621 Ibs ( Eq. 6.28 ) 8521bs ( Eq. 6-28 ) 1621 Iba 4--'- Total Force (A.S.DJ Fwlnd> Feeismle-. Wind Governs Lateral Design WIND LOADS & REACTION& 7.411 1621 Iba [ASO] 13.67 ft 3.34 ft V ^ Mer C T 7.07 ft. TPc/2 Pa12 SEISMIC UPLIFT (p] EACH END OF UNIT = WIND UPLIFT @ EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT = WIND SHEAR ON EACH SIDE OF UNIT= MU Lateral - Basic hero= 3.34 ft (height of lateral bad) 40 = 2.00 in. (holddown clearance) 40 = 7.0711 (length of holddovm) MOT = 5405 lb-ft [ASO] T =C= 7651bs [ASO] T, =T- 0.6(P012) (ASD Combo: 0,6D4W) -238 [be [ASD] WORKING [ASD] 0 M Olbs 546 !be 810 [ha No uplift occurs ULTIMATE [USD] 0 Iba Olba 7641bs 1297 Ibs 3/10/2011 ASCE7- 052009180 MU Lateral Dimensional Data I Di CC) PY Figure 13. Cooling with optional electric heat and gas /electric models - 17'/z-25 tons high efficiency * AU dimensions are in Inches/millimeters. FILTER ACCESS DOOR HORIZONTAL - DOWNFLOW CONDENSATE DRAIN CONN 1' (25.4MM) NPT 85 5/16" 2167MM 122 5/16' 3107MM 641/8" 1629 MM SINGLE POINT POWER ENTRY— .50 (12.3MM) NPT GAS INLET HIgh Heat 0.75" (19.05MM) NPT Modulating Heat 0.75' (19.05MM) NPT (YC" Models Only) 121 11/16" 3091 MM 2 11/16" 84 3/16" 2138MM 68.26MM VC' MODELS ONLY 2" (50.80MM) DIA HOLE (UNIT POWER WIRE) 718" (22.23MM) DIA. HOLE (UNIT CONTROL WIRE) SERVICE GAUGE PORT ACCESS 114 RT- PRCO28 -EN ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # 43 083 o 12 SUBJECT PROJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 - --7560 FAX (206) 522-6698 DATE 3/ /o /?,a// S7'ao : %uKl�r //-/I N /A/4 c. oPr/C4 .. I-4& / wA SHEET 11 OF I-7- 3-O/.51. LOAD 7,/4 GIeANS BY %%AP i SHZ ,�oi Sr 51'OP Di?4,1 ,/-/0 v,4n! 10/0, Fite `22 =91 -130 1-1442,i4, it 479 ,60 sa !. rP t MEF +gNo4-/ /o+ A 4.GLD1-0-ie'.4 OiG s)• PLrMEzN Pe41E30 LogD ; /?Psf 5/444 25 f of .5H00--r Di2e rIav! WlN1(1 I (•po ivoT 4sE i.33; sires ,.scie0 se 1,350 44 `/, P e -(R•II N6> 5Na4.t it 1,2 19V0 PL-1- Me-'• + ►.t L. o,4ge--r1 Lol�1G DIrtE�i /D^� D'-t ►? +1� + ; � r ./, .55i; ) -1431 r 474gi 'c: ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 --7560 FAX (206) 522-6698 PROJECT # S&-003 oft PROJECT A251G0; 14./KW /LA, -41 OPriCAL LA13 DATE 3//t7/140// SHEET I Z OF 17- By fill' SUBJECT /&fEL./ /JV4c Cp a v. /.5'6S> - >i'S4sta3A5 Cl° ma's( - I4 To /s1 Lo4P D,A4,¢.41-rs FoF. 4/0 hietj Sh)04 ±o.a SwINO. • • • 5N04-? 'dl1ZEtTIp� UL-'t MAN .0. 75 SNow O',as■/ ^Jo SNin ig* -'1100 { o.1,SS-no + ot15/v //,)0 [_o.i4 V1REz-111"-► 41-1E-,c 6:75714M-10 LoNFn ; tztiCr7 c../ • f w o10 V 40 0asl11 m 836 08.1AM 7,01.8 CMC Steel Products Phone: (972) 308-4137 ar 1a. Joist 8 Deck Product Supped Team Fax (870) 777 -1965 4365 Highway 278 West a -mall: productsuppart @enc.com P.O. Sox 2099 Hope, AR 71802.2099 7-27/7 4,77/7 0 -77/8' 2' -7 7.7 2. 0' 7.0 Design Summary 2 -0- 7.0 7.0' 2.7 0' 07/7 1• -0 1/7 2.7 7.0. 1• -07/7 e' 2.3' J10-1 1• -1106 12.77/7 1 14,7737 4• -61/7 37.31/4' Member. Piece Qty Material Weld Length Max Stress Ratio Member Piece` Qty Material' Weld Length Max Stress Ratio Depth: 24.0 2 L1 -1 /4X1- 1/4X.125 1.0 Moment of Inertia: 190.01 S9 1 L1X1X.109 2.0 0.15 TC 2 L1- 1/2X1- 1/2X138 0.99 P16 1 L1X1X.109 3.0 0.31 BC 2 L1- 1/2X1- 1/2X109 0.94 2 L1- 114X1 - 1/4X.125 LO BPL 2 L1- 1/2X1 - 112X138 P17 1 L1- 1/4X1- 114X.109 2.7 0.33 CST 2 L1- 1/4X1- 1/4X125 2 L1- 1/4X1 - 1/4X.125 1.0 CSB 1 PL 1/4X 5 S10 2 L1- 1/4X1- 1/4X.125 2.0 0.17 BPR 2 L1- 1/2X1 - 112X138 S11 1 L1X1X.109 2.0 0.13 P1 1 7/8 RD 2.0 0.42 P18 1 7/8 RD 2.5 0.41 S1 1 L1X1X.109 2:0 0.28 1 L1- 1/4X1- 1/4X.125 1.0 P2 1 L1- 1/4X1- 1/4X.109 2.4 0.97 P3 1 L1 X1 X.109 2.6 0.27 2 L1- 114X1 - 1/4X.125 1.0 S2 1 L1X1X109 2.0 0.16 P4 1 L1- 1/2X1- 112X.109 2.3 0.84 P5 1 L1X1X109 2.0 0.89 S3. 1 L1X1X109 2.0 0.17 _ P6 1 L1- 1/4X1- 1/4X109 2.0 0.95 P7 1 L1X1X109 2.0 0.61 S4 1 L1X1X.109 2.0 0.16 P8 1 L1- 1/4X1- 1/4X109 2.0 0.82 P9 1 L1X1X.109 2.0 0.61 S5 1 L1X1X.109 2.0 0.17 P10 1 L1X1X.109 2.0 0.27 2 L1- 1/4X1 - 1/4X125 1.0 P11. 1 L1-1/4X1-1/4X109 2.0 0.82 S6 1 L1X1X109 2.0 0.17 P12 1 L1X1X109 2.0 0.16 2 L1-1/4X1-1/4X.125 1.0 P13 1 L1- 1/4X1 - 1/4X109 2.0 0:82 S7 1 L1X1X109 2.0 0.25 58' 2 L1-1/4X1-1/4X125 2.0 0.09 P14 1 L1X1X109 2.2 - 1 P15 1 L1- 1/4X1. 114X.125 2.3 0.47 Job Name: Costco Job Number. 22-97-0130-99 Detailed: WBM Designed: ??? Paint GRAY OXIDE Mils: 1.5 Date: Mar. 14, 2011 Location: 1 - Tukwila, WA US Description: J10 new loads Checked: WBM Shopbilled: ??? Sheet 1 Of: 1 Time: Mon. 9:34 AM • •••-• 01302.0, 4 2p 110Vers4 g,43 n08.17.01-8 CMC Steel Products Phone: (972) 308-4137 Mar AM Joist 8 Deck Product Support Team Fax (870) 777-1966 X -Add h7b at this locailon. See Joist repair details. 4385 Highway 278 West productsupponQunc.com P.O. Box 2099 4. Hope, AR 71802-2099 Field Joist Modification Summary 2,5. 2.77/0. 2.0 2, 7 • 2, 1 67/3 2-0. 7.0. 7.0 2'0 7.0' C7 7.8 •1, 5 167 7.0' 7.0' • 1'.67/8' fr 2-3' J1 0-1 7.5' 8, 7 7/7 1 8.77/0 1 10,7 7/8. 1 12-77/0 1 14,7 707 1 13.7 7la 1 18, 7 7/7 1 20, 7 710. 1 37.77/0. 1 24,7 737 5 26, 7710 5 1 20,7 788 30-77/0' 37- 7 7/11. 1 34, 2 3/7 1 37.1 3/4 1115 INA TV/ 742 27 g rio ta, rio 34 443/4' 1 SS r 6,7 7 /V 10'? 7/7 14, 7 7/8. 10-7 7/7 A7N4 P10 P11 P12 P13 4%. 37.77/0 57 se °V so a/ 510 511 \ • 20.77/0. P14 1 s 1S I PI6 X P17 g P1S oo. 4%- 37- 7 7 fEr 33, 8 3/7 1-11/2' 4,6 1/7 373. 31/4' .4,•. -, Member . : , , .-44- ,., .!.:.;-.!',;.'f.:t, ; ir'.;,,,*-;,.,v.,v='.': .Z4:,1l,t-,`.:- .-.'i •..-i.', 1fhforc”g Size ;, c .'`` :., 7 . L(si) kgfc44KieWa;6 of_inii l 7,' at (ft-in) . 4 - '7f-'tt7,i2t4 n ai''l'''''**i4'-;-*:: y(ft-m): Reiforcing i ',..' .t'.'1'■., ' '-, - . . eai , r OlY W,..ei d-A= vela ,4/ LenOth;;; :1 ;Weid Size 'lge' Ad ', SPacifg ;I 7 iA!id4 -Paccia , -t'.1- 4'- .Pla:i' l leOrii)tfe-r ' r -1..; 1 4ir'Peaels Li 4AP:',1,1 ',4 ' ' -Aff7c ot,agliid VeritIL , AttetOtWeb TO CthIh--FXb r i 14 4;1Xtf4 ;''..! t' '''-', "..■:t. ', ' '7'.1k Top Chord L1-1/4X1-1/4X.125 50 10'- 0" 15'- 8" 25'- 8" 2" 1 0.13 1'- 0" 1. Bottom Chord PL 1/4 X 5 50 15-0" 13-2" 28'- 2" 1 .11 L o 4 1" 0.11 1.- 0" Web P1 0 (0.22) 2" Web S1 0 (0.11) 2" Web P2 0 (0.11) 2 114" Web P3 L1-1/4X1-1/4X.125 50 2.- 8 1/4" 2 1" 0.11 1'- 0" (0.11) 2 1/2" •1 I Web 82 0 (0.11) 2" Web P4 .0 (0.11) 2 1/4" Job Name: Costco Job Number 22-97-0130-99 Detailed: 'BM Designed: 771 Paint: GRAY OXIDE Mils:, 1.5 Date: Mar. 14, 2011 Location: .1 - Tukwila, WA US Description: J10 new loads Checked: VVBM Shopbilled: ??? Sheet 1 Of: 4 Time: Mon. 9:43 AM 'PODS 2010 Version 08.17.0141 Mar 14, 2011 9:43 AM • CMC Steel Products Phone: (972) 308.4137 Joist & Deck Product Support Team Fax (870) 777-1968 4365 Highway 278 West e-mall: product.supportacmc.com P.O. Box 2099 Hope, AR 71802-2099 Field Joist Modification Summary J10-1 , - Member.- .. R ..- e inP(..f.loz.`re ' c In. ' Ig f:WeId -R; - . . l eiALinafftn, lOigin.ct.). n i7,n g .. 3., Efi:r... - '44'. - R -„ ' i(Snftft-oai-nrrati.' n- g .... .... R4 :e, . .;(nfE4 ft-on inrdcin: g ' : „ , . ' ' * . ...--42Y- --1-.,2-",',,, i S e e d ,--r-. ••:,•- ,, r.,. 1 _ , • Sn a.e: cld .n, n' '- - rtady'Oc.,.d.e- 'If s L„ i. .. ..", •' 1 ; 1, '- - , -: . I iP. — -l: a (F e ! Pt ielaenP. eSeaY c— ls,nf -='-',4„- 1 • dn— , l- ol l.L.d, Sn. • igzehr.k' . .1 e . ' AtEnd of.VVeb..,Tochorc Web P5 0 (0.11) 2" Web S3 0 (0.11) 2" Web P6 0 (0.11) 2" Web P7 0 (0.11) 2" 11 Web S4 I 0 (0.11) 2" 1 Web P8 0 (0.11) 2" Web P9 0 (0.11) 2" Web S5 0 (0.11) 2" Web P10 L1-1/4X1-114X.125 50 2'- 8 1/4" 2 1" 0.11 1'- 0" (0.11) 2" , ! ___ _....... I Job Name: Costco Job Number 22-97-0130-99 Detailed: WBM Designed ... Paint: GRAY OXIDE Mils: 1.5 Date: Mar. 14, 2011 Location: 1 - Tukwila;WA US Description: J10 new loads Checked: VV8M Shogbilled: 7" Sheet: 2 Of: 4 Time: Mon. 9:43 AM c013.9 2010 Version 08.17.01-9 mar .14, 2011 9:43 Am CMC Steel Products Phone: (972) 308-4137 Joist 8, Deck Product Support Team Fax (870) 777-1966 4365 Highway 278 West e-mall: product.supporacmc.com P.O. Box 2099 Hope, AR 71802-2099 Field Joist Modification Summary J10-1 Member,. '2 ; ,_;,=•--;1„ -5-, , ii4 __-. ' ,•-i-i.'"--;.•;- ' -' '''',...--...7T.-- 44 , - ,, ;•.v4; .. . ,-Reinforcingi, ... - ,- :',...iz67-i•''-,— ..-:"." ..-- -., ' •'-',.:x1 . ; '=-( • 1 Reinforcing: , _Length._ -, - ' (ft-in) • - , , = '• '-- inforcing- ,.‘, .., ;stank: ; - __ (ft-in) ',, 4 -' 5 '.- i• ,Reinforcing ,'' ,., . ='=•End - ..„. : ' • ' 1,(ft-in) . ' •- 4- , 4 , 'el • • - ' 2 '• nforcing• ;. i -,- Detail •-• •i•• - '' -- ...''`-: ' '' ' ', .':',,, 4 , 4 . • ' • • • Id - 'iLen - .,,- „_, _ :-... . - ' ' „ • - .,, • Weld Size -1. -..i. - -1.---_ '1''''Weld- - - - Spacing ,.!, __... = • f ,'F'Ad-d'i — • --- Spacers . Placetpacersi. - . - (Fillers)r ;• ' • - -1 '•-•'• ' :- .in Panels' ,„ 4,*„.-•• _; ,Verifi Vlielit'Size -, .• ' • ' aridiTotaltength ' ' • ' At End of Web To Chore Web P11 0 (0.11) 2" Web S6 0 (0.11) 2" .--■ Web P12 L1-1/4X1-1/4X.125 50 2'-8 1/4" 1" 0.11 1-0" (0.11) 2" I Web P13 0 (0.11) 2" Web S7 0 (0.11) 2" Web S8 L1-1/4X1-1/4X125 50 2'- 1/4" NEW WEB 2 1" (0.13) 1'- 0" (0.17) 2" , 11 r Web P14 0 (0.11) 2 1/4" ... Web P15 L1-1/4X1-114X.125 50 2'- 8" 2 1" 0.13 1'- 0" i (0.13) 2 1/4" Job Name: Costco Job Number 22-97-0130-99 Detailed: VVBM Designed' 77? Paint. GRAY OXIDE Mils' 1.5 Date: Mar. 14,2011 Location: 1 - Tukwila, WA US Description: J10 new loads Checked: VVBM Shopbilled: 7?? Sheet: 3 Of: 4 Time: Mon. 9:43 AM 7°0123 2010 Version 06.17.01-B Mar 14, 2011 9,13 AM CMC Steel Products Phone: (972) 308-4137 Joist 8 Deck Product Support Team Fax (870) 777-1966 4365 Highway 278 West e-mall: product.supportecmc.com P.O. Box 2099 Hope, AR 71802-2099 Field Joist Modification Summary J 1 0- 1 . , '..•.;. '... fl,Iiie.rillien:-!.!.,,,:,,..24`.f.infPrcin. : . ...„ ,.c. .1 ''..-'" ... i ii:-.- '., '4- ''''.- ,.„:, ..,„,._ .. aSize, .:,.: i irtz.-__. ;1-1'11 ... : '7 ' `.4 '.-,:.:4;.; ':... : i. :., (Kai) . T. - ' '74 ' ''''' . -Reintciriirig;; -1: *.:..: '. ': Length, *,•::: .4. -',4. . 4,(ft:,n),-.4-•,... • ,.- V., - . ".-..;'-'; ' . --.ReiriforCing :, : : . • ...;-` start • 4,4: • ' -:::•,-..,.. -(ft.•.ip).4, •IL:.: - .•;-•:+' .74.::',"..1--,-- .1:. Reirtfarcing 1 - r- --„ '-..Eriti.-„4,4, **,:-* - . :.(11-4i1)-',-- — ;=.4-i:.! L ,,,E,: 't,', • i-, '''' " .•,N.., , • •-:' .J"C-: • -- - - 44,Reinforcincp; : :="1,i , ......: ' -Detain:le I.., 11, : i.::::: • V: , •,,T• . ,,....1"' ' ----- - : ...it' , _ 1V,Veld: ,!,...QtY . . per, ' ' ' •'.' - ' '' ' a-3..,,',: -, ',..,,,,,iLengthFr,: •— ,T. •-.- H '.'''. ' ".'"),-,''..'. -.----. -:' :.''...- ' 4":4:-,Size ---: ...1: Z • ',fr.:: :. '.:: ..; ,, - ,:f : ' , Ini.- --e*-Idai-..,:' -... Spacing :*.!: - .---,....,, -: ::-• '''. .., .■ :4;T:;. ',City of -.4..4Adirlr'• o sers'" ;.• ',Ia. _ ' ....... '',j.`. i :. „laCe4BICere'i, ..Z.t ',:(Fillers) ,,,'",t..... r: - iMPariels4: ';'`-4 4.1; ... , ,-,: 1..! - . Tli.,,....:: :, :''. ': ....l.' : ' . , 1, - 4:Wletei•Sile;ii• ,:-.:-^:,:and.,Total Length, :,' 'At End'cif Web'To Chem , - , , .,'..., - . " -, , . 4 ..: AN, , c. 1.. :1-',F.....',., Web S9 0 (0.11) 2" Web P16 L1-1/4X1-1/4X.125 50 2'- 8 1/4" 1" 1 0.11 1'- 0" (0.11) 3" ---1 — I Web P17 L1-1/4X1-1/4X.125 50 2'-2" 2 I 1" 1 0.11 I 1'- 0" (0.11) 2 1/2" ; ! Web S10 I L1-1/4X1-1/4X.125 50 2'- 0" NEW WEB 2 1" ' (0.13) 1 1'- 0" (0.17) 2" Web S11 0 (0.11) 2" 1 t Web P18 L1-1/4X1-1/4X.125 50 1 3'- 10 1/4" 2 I 1" i (0.22) 1 1'- 0" (0.22) 2 1/2" ii,,, ',f ',' .-- ',.. - -,;,.... ''':-f,....' rg, •-:-..f.::.t":-..-;..11 - .,:- --' !' --:'- ; ,.'-----7:7-,'' i f• '''.'..-,'.!..., .1"' ---1:, ": - P.:-.2 '6' .- , :1, .:-::• .-: : ' .-r't ...'". : ' 4- ,.. ,., • .- ..-' -. . ‘..1": - 1 v.1. i ..'r: '':-.'"it."':::.;"'',1: ' ' ...... ';'..s..'4,:" ' `,..::.-- -r-,-: . r", .'":-, 1 " 'f4:*i -- -71: - ,. ,-,-. 4.. -, -;,-. -,,,, .. . 5, -,..!..,,,..-. ; .:. ....!: -,.; : :: ..,, ,,, - : ,..:, ,:r,,--.„.:,.;:„ 1::. .: - -,. ! :,,,,... ',•.. iiff, _ •7''' 4'•': • ''' -% ''' '''':'' ''''''' ' ''' . ''''•;: ''''''.• '-'''''';'11 . ' . ''':-.: ,,:-...., ... : '''' :*.f"."4. if - - -'' : , , ,..,.; - -''. _,--,-,1: . :.T - • - . :,..- , . . - ,- .-.:-.; .: ::,. . -, _ , , , ..;'....i- •: • ',.....77% '-1 . 5 ::- L r , -- ', ' .. : - ..•' " '. - ,'% !4! ' 4: ' . ' ' i' ' . '' 1. .1' .1 I ''''' !'','" ' : r: .'.:: I:. . ,1 ' . , :4'7 .' '..'::',. .' 1.! .. .;,Yf I 1 i Job Name: Costco Job Number 22-97-0130-99 Detailed* VVBM Designed* 777 Paint: GRAY OXIDE Mils' 1.5 Date: Mar. 14, 2011 Location: 1 - Tukwila, WA US Description: J10 new loads Checked: WBM Shopbilled: ??? Sheet: 4 Of: 4 Time: Mon. 9:43 AM 10 -01 -2012 City Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director CURT SPROGE 3808 N SULIVAN RD 5N SPOKANE VALLEY WA 99216 RE: Permit No. M12 -059 COSTCO OPTICAL 441 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 11/25/2012. 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 11/25/2012, 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, r Marshall Pmt Technician File: Permit File No. M12-059 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 J;��N I LA liq City of Tukwila 2 908 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director June 14, 2012 Curt Sproge 3808 N Sulivan Rd 5N Spokane Valley, WA 99216 RE: Incomplete Letter #1 to Revision #1 Mechanical Permit Application M12 -059 Costco Optical — 441 Costco Dr Dear Mr. Sproge, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 12, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions. 1. Cloud changes and provide summary /narrative of revisions o1 Revision Submittal sheet. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, shall ician Enclosures File: M12-059 W: \Permit Center \Incomplete Letters \2012\M 12 -059 Inc Ltr #1 to Rev # 1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 WSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. DATE: May 7, 2012 TO: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 ATTN: Jennifer Marshall Permit Technician RE: Costco Optical - Correction Letter #2 Mechanical Permit Application Number M12-059 Page 1 of 1 Ms. Marshall, Below are the itemized responses to the comments made on the Costco Optical project. STRUCTURAL COMMENTS: 1. Provide a table specifying quality control Special Inspection for structural welding. (IBC Section 1704) Please see revised SI sheet, table has been added 2. Add notes: "structural steel fabrication shall be produced by WABO registered steel fabricator ". Please see revised S1 sheet Should you require anything further, don't hesitate to contact us. Regards, ENGINEERS NORTH ST, INC. Nawzad AKmed We get buildings built. CORRECTION LTR# MP o • 0 RECEIIMED MAY 08 2012 pEr; r. iff CENTER 0 9725 Third Ave NE, Suite 207 • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com C April 23, 2012 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Curt Sproge Skyline Maintenance Services 3808 N Sullivan Rd Bldg -5N Spokane Valley, WA 99216 RE: Correction Letter #- Mechanical Permit Application Number M12 -059 Costco Optical — 411 Costco Dr Dear Mr. Sproge, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and be reflected on your drawings. I have enclosed comments from the Building Department. The Fire Department has no corrections at this time. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, en File: M12 -059 W:\Permit Center \Correction Letters\2012\M12 -059 Correction Letter #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: April 23, 2012 Project Name: Costco Optical Permit #: M12 -059 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a table specifying quality control Special Inspections for structural welding. (IBC Section 1704) 2. Add notes: "Structural steel fabrication shall be produced by WABO registered steel fabricator ". Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. April 13, 2012 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Curt Sproge Skyline Maintenance Services 3808 N Sullivan Rd Bldg -5N Spokane Valley, WA 99216 RE: Correction Letter #1 Mechanical Permit Application Number M12 -059 Costco Optical — 411 Costco Dr Dear Mr. Sproge, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and be reflected on your drawings. I have enclosed comments from the Building Department. The Fire Department has no corrections at this time. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: M 12 -059 W:\Pennit Center \Correction Letters \2012\M12 -059 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner 1 Building Division Review Memo Date: April 13, 2012 Project Name: Costco Optical Permit #: M12 -059 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide structural framing plans and calcs for modifications needed to support the additional load of AC -7 on the existing roof structure. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. •ERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -059 PROJECT NAME:. COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR DATE: 10/04/12 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # X Revision # 1 after Permit Issued 1?DEPARTMENTS: Ron Ji6ng D�vi�ion Awe N - to -t6 Fire Prevention Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10/09/12 Complete t, Incomplete ❑ Not Applicable ❑ Comments: 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 Structural Review Required I I No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/06/12 Approved NI Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • • PERM MAW COY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -059 DATE: 06 -12 -12 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTME TS; ik 1411' B it tng 'vision Public Works Fire Prevention Structural ix Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete nIncomplete t)4. DUE DATE: 06 -14 -12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: CO ILt4j. L Departments determined incomplete: BldglA Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -12 -12 Approved ❑ Approved with Conditions n Not Approved (attach comments) n 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 ?ERTcOWWCOP'f • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -059 DATE: 05 -08 -12 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS:,_ as. B ivision Public Works Fire Prevention Structural n Planning Division ❑ Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 05-10-12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions 1‘4 Notation: REVIEWER'S INITIALS: DUE DATE: 06-07 -12 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 TcODCOP" • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -059 DATE: 04 -17 -12 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPA TMENT : Bu I in Division Public Works n Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 04 -19-12 Not Applicable n Comments: 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 Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 05 -17 -12 Approved n Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg r! Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 "PERMIT COORD COPT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -059 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR DATE: 04/05/12 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 1,40,411 AK AwC ulldi g Division Fire Prevention Planning Division u Public Works n Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 04/10/12 Incomplete ❑ Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route j Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/08/12 Approved ❑ Approved with Conditions n Not Approved (attach comments) yi Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only �,( CORRECTION LETTER MAILED:13y Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 02/29/12 /I_ PROJECT NAME: Sim O `cal SITE ADDRESS: 4 k Co s4-r9 PERMIT NO: ()---O 7 ORIGINAL ISSUE DATE: 5 25 -1 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INI�S 1 — 4 Summary of Revision: c,+ w\.01 i ea4i'ov cL f .Q 40 $ e ✓'i ►-. y Yssves Received by: (t_,/ CO -C Sp %, REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) . REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) • 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: htQ / /www,ci.tukwila.wa.us R ision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Da : ' l ' c�- •\ — l Plan Check/Permit Number: M12-054 Response to Incomplete Letter # 1 - ID Response to Correction Letter # LS— Revision # ( after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Costco Optics Pri Co Su iect Address: 441 Costco Dr engtki4tA OCT Q 4 2012 PERMIT CENTER tact Person: C u to S -- mart' of Revision: Phone Number: as3 - te-. t3 c r(‘c\vQA °V4-c "\\ zs \9.�,)c c n - \P d 1\na.�4 cile\ ova .. s_ ao�N�M\offa�a�� °I.0 ��far 2cc cr cyd �,� r Z ._ \ce` o � Shy Rei t Number(s): ud" or highlight all areas of revision including date of revision eived at the City of Tukwila Permit Cen er by: t--Y\/ 'L- Entered in Permits Plus on \app icationslforms- applications on line\revision submittal : 8-13 -2004 Rev' ed: • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4/ Z / Zo t 2- Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 1St Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Co ST(c) Project Address: Liielt Co S I " OPT` ✓ t- Contact Person: C L f s J o �j -e Summary of Revision: A- 4tol.t_,;:( 4 �l Z- o St Phone Number: Z,53 - - CZ3? CITY OF ":.a lAJI !JUN 12 2012 PER►urr r.3 Sheet Number(s): "Cloud" or highlight all areas of revision including date revisi Received at the City of Tukwila Permit Center by: Entered in Permits Plus on (^ 12— H:\Applications\Forms- Applications On Line42010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: -515 1 Zo Plan Check/Permit Number: ❑ Response to Incomplete Letter # �— Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: CoStco 0 e- L<, Project Address: 44 Co StCa Contact Person: Curt $ 7(o r Phone Number: 3 b o o 9 3 3 3 Summary of Revision: ,S- TrvC'fivrc t Cct I ct.1 c-t . ' r ? Orkw�.� art OF illn,ti `•1`..r MAY082012∎ PERMIT C� Sheet Number(s): "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: Entered in Permits Plus on —9- H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: y-' i1 / 7 o t? Plan ChecWPermit Number: At l Z e� Scl ❑ Response to Incomplete Letter # 1K Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: (b 5-1-Co Project Address: Ct4 1 (° Si-Lo (- Contact Contact Person: -r Se J, z Summary of Revision: STec- 1 Phone Number: 3(B - 41 o - 9 3 3 ? z RECEIVED K+t •tjx i PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision includin ate of rev' io Received at the City of Tukwila Permit Center by: 2— Entered in Permits Plus on L-1'( H:Wpplications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 Contractors or Tradespeople liter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name SKYLINE MAINTENANCE SRVES INC UBI No. 602874455 Phone 8777352956 Status Active Address 3808 N Sullivan Road Bldg 5 -N License No. SKYLIMS899LZ Suite /Apt. License Type Construction Contractor City Spokane Valley Effective Date 6/9/2011 State WA Expiration Date 6/9/2013 Zip 99216 Suspend Date County Spokane Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status COILTTI937Q9 COIL TECH INVESTMENTS LLC Construction Contractor Heating /Vent /Air- Conditioning And Refrig (Hvac /R) Unused 11/29/2007 11/29/2011 Expired Business Owner Information Name Role Effective Date Expiration Date TURNER, ROBERT BLAINE Director 06/09/2011 Amount Received Date ZEMLA, JOHN MARKUS Director 06/09/2011 06/15/2011 TURNER, MICHAEL ANTHONY Director 06/09/2011 $1,000,000.0006 /13/2011 TURNER, MARLAN LEE President 06/09/2011 06/15/2010 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 American Contractors Indem CO 100165278 05/26/2011 Until Cancelled $12,000.00 06/09/2011 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 Colony Ins Co g(951724 06/15/2011 06/15/2012 $1,000,000.0006 /13/2011 1 Colony Ins Co 01712790 06/15/2010 06/15/2011 $1,000,000.0006 /09/2011 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 05/29/2012 I ftiiSTtc 5Jf, (Zones tisrt E.4 30/15 DL 2000 CFM (TYP. OF 4) I;nc dart 1,4AD...tot 3' lb 1.14#443 , i^ S: dt 1,064% E jjv: f /kwt co i. l l (tat bt _v-r down fa i%Stwtl ctS f .�r 3/4" COND. PUMPED UP TO CEILING SPACE. PROVIDE PRESSURE GAUGES PER DETAIL Aft Trir 1 C' 3 G 1 Y' - r SLOPE RUN INSULATED PIPING FROM COMPRESSOR UNIT ON ROOF TO INTERLOCKED INDOOR AIR HANDLING UNIT IN OFFICE. - 3/4" CONDENSATE DN. IN WALL. PROVIDE CONDENSATE CONNECTION TO P -TRAP OF SINK. FRI SIM SEE D LOCATE ABOVE BEAM ON ROOF. MAINTAIN A MINIMUM CLEARANCE FROM EXISTING SKYLIGHTS AND UNITS :i>GI mists--3:77-- J (EXI T. a..41 t d.41) TRANSITION SUPPLY AIR PLENUM FROM AC -7 TO 42/30 IN TRUSS SPACE. MIN NEIL I I I11 tIl TRANSITION RETURN AIR PLENUM FROM AC -7 TO 42/30 IN TRUSS SPACE. INIIIIMEMIr .__ -. IC. Reid:■ I- // i' '-,R■1M 3riM� • 1 Ism, lI►_�It1f ■` ∎ ■ ■!' I PIM 1 jflil!U_ LW41IL I- ME il MIN Atom 36 , D YLIGHT 1" COND. +6" ABOVE FLOOR S NK. " (EXIST.) , R- AM WEI 1- 0 1" 1 i c0 J SEE DETAIL \ / ®® DEMO EXISTING 24/20 RA DUCT. CAF' 24/20 DUCT APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. MAIN MECHANICAL PLAN SCALE: 1 /16" = 1' -0" REBALANCE OUTSIDE AIR FOR EXIST. AC -2 TO BE FIXED VOLUME OF 1550 CFM. ADJUST AS REQUIRED TO ENSURE CLEAN ROOM AT POSITIVE PRESSURE. DISABLE EXIST. AC -2 ECONOMIZER. 1 SEE DETAIL RUN INSULATED PIPING TO OUTDOOR UNIT AS REQUIRED ON ROOF CURB AND FLASHING. PROVIDE HOLD DOWN CABLE PER DETAIL NOTE: 1) ALL PVC ON EXTERIOR OF BUILDING TO BE SCHEDULE 80. 2) PAINT ALL METAL PVC PIPING EXPOS TO WEATHER. *LEE NDENSAT AC � ®VENT S \SO /�R6 PROVIDE DE �. ' FOR RO • �� PEN a -ATION PE R� OOF HERE AND RI'1 PIPE N XT T SUPPLY DUCT IN TRUSS SPACE • • Ai OUTLET FROM AC UNIT ITE J 61101 ROOF '-VENT PENETRATION TOP VIEW VENT JA OOF PENETRATIONI AE MT w, AC CONDENSATE PIPING DIAGRAM SIDE VIEW TERMINATE VENT BELOW CONDENSATE OUTLET FROM AC UNIT 1 -1/2" MIN 1 -1/2" MIN SCALE: NONE - FLEX CONNECTION SMOKE DETECTOR PROVIDED AND 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) SA RA DUCTS TO BE INTERNALLY INSULATED FOR RUN BETWEEN BUILDING ROOF AND ANCILLARY FRAMING SIZE PER PLAN ROOF? LIGHTS CEILING ■ ■I SA VD '30/15 DL (TYP. OF 2) AC-7 DUCT ELEVATION DETAIL VD 30/15 DL (TYP. OF 2) BOX COATER ROOM SCALE: NONE GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. M.C. SHALL ASSURE ALL ROOF TOP EQUIPMENT IS LABELED CORRECTLY AND MATCH CALLOUTS ON PLAN ON THE INSIDE & OUT OF THE BUILDING. THIS INCLUDES TRANE UNITS & EXHAUST FANS. LABELS SHOULD BE IN 6" BLOCK LETTERING IN BLACK COLOR AND LOCATED WHERE EASILY VISIBLE FROM THE ROOF HATCH. 2. MAINTAIN A MINIMUM OF 10' -0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. 3. COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OR PANELS. 4. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT TIME OF INSPECTION. 5. DIMENSIONS ARE TO COLUMN LINES. 6. APPLICABLE MECHANICAL CODE: 2009 IMC APPLICABLE ENERGY CODE: 2009 WSEC 7. PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. SEE DETAIL NA 8. 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. SPLIT SYSTEM HVAC EQUIPMEILT SCHEDULE- S.O.I.C. UR J •UPPL CD O DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES ITE J 61101 ROOF '-VENT PENETRATION TOP VIEW VENT JA OOF PENETRATIONI AE MT w, AC CONDENSATE PIPING DIAGRAM SIDE VIEW TERMINATE VENT BELOW CONDENSATE OUTLET FROM AC UNIT 1 -1/2" MIN 1 -1/2" MIN SCALE: NONE - FLEX CONNECTION SMOKE DETECTOR PROVIDED AND 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) SA RA DUCTS TO BE INTERNALLY INSULATED FOR RUN BETWEEN BUILDING ROOF AND ANCILLARY FRAMING SIZE PER PLAN ROOF? LIGHTS CEILING ■ ■I SA VD '30/15 DL (TYP. OF 2) AC-7 DUCT ELEVATION DETAIL VD 30/15 DL (TYP. OF 2) BOX COATER ROOM SCALE: NONE GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. M.C. SHALL ASSURE ALL ROOF TOP EQUIPMENT IS LABELED CORRECTLY AND MATCH CALLOUTS ON PLAN ON THE INSIDE & OUT OF THE BUILDING. THIS INCLUDES TRANE UNITS & EXHAUST FANS. LABELS SHOULD BE IN 6" BLOCK LETTERING IN BLACK COLOR AND LOCATED WHERE EASILY VISIBLE FROM THE ROOF HATCH. 2. MAINTAIN A MINIMUM OF 10' -0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. 3. COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OR PANELS. 4. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT TIME OF INSPECTION. 5. DIMENSIONS ARE TO COLUMN LINES. 6. APPLICABLE MECHANICAL CODE: 2009 IMC APPLICABLE ENERGY CODE: 2009 WSEC 7. PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. SEE DETAIL NA 8. 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. SPLIT SYSTEM HVAC EQUIPMEILT SCHEDULE- S.O.I.C. SYMBOL ITEM SERVES MFR /# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES IU -1 AIR CONDITIONER EDP INDOOR UNIT MITSUBISHI MR. SLIM PKA -A18GA 18.0 MBH TOTAL COOLING, 18.0 MBH SENSIBLE, 78 INDOOR DB, 65 INDOOR WB, 425 CFM POWERED FROM OUTDOOR UNIT 35# PLAN ME -1 70 /ME -1 LOCATED ON WALL SPACE (1) (2) (4) OU -1 AIR CONDITIONER EDP OUTDOOR UNIT MITSUBISHI PUY- A18NHA -BS AIR COOLED CONDENSING UNIT, 1200 CFM 1/4" LIQUID & 1/2" SUCTION LINES. 208V/10 13 MCA 20 MCOP 99# PLAN ME -1 70 /ME -1 LOCATED ON ROOF (1) 3 (1) EQUIPMENT FURNISHED BY COSTCO, INSTALLED BY M.C. CONTACT COSTCO PURCHASING DEPT. TO COORDINATE DELIVERY TIME 0 FAX(425)313 -6770. (2) AC UNITS TO BE SUPPLIED WITH PROGRAMMABLE ELECTRONIC NIGHT SET -BACK THERMOSTAT. (3) UNISTRUT MOUNTED TO S -5 CLAMP PROVIDED BY G.C. (4) AC UNITS PROVIDED WITH PROGRAMMABLE THERMOSTAT S.O.I.C.. AND LOCATE T'STAT AT 48" A.F.F. PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. 0 SEE MECHANICAL SCHEDULES TO VERIFY CONTROL TYPE, REQUIRED INTERLOCKS AND CONTRACTOR RESPONSIBILITY TO FURNISH AND /OR INSTALL. SEE SCHEDULE FOR MOUNTING HEIGHTS. O RUN DUCT WORK BELOW STRUCTURAL FRAMING IN SUSPENDED CEILING SPACE. 03 CAP EXISTING SUPPLY AIR DUCT IN CEILING SPACE APPROX. HERE. DEMO EXISTING SUPPLY DIFFUSER. FIELD VERIFY SIZE AND LOCATION OF EXISTING SUPPLY AIR DUCT. Q CONNECT NEW SUPPLY AIR DUCT TO EXIST. SUPPLY AIR DUCT APPROX. HERE. NEW SUPPLY AIR DUCT TO BE SIZED PER PLAN. FIELD VERIFY SIZE AND LOCATION OF EXIST. SUPPLY AIR DUCT. HVAC LEGEND 24/48 k xJ J CONT. TYP. CFM DB DG WB MBH ESP RG CD RA SA CO VD MBS M.C. G.C. AIR DUCT - FIRST # IS SIDE SHOWN FLEXIBLE DUCT CONNECTION TURNING VANE SUPPLY DUCT UP RETURN DUCT UP SUPPLY DUCT DOWN RETURN DUCT DOWN AIR VOLUME DAMPER CEILING DIFFUSER SQUARE TO ROUND DUCT TRANSITION FIRE DAMPER (FD) CONDENSATE DRAIN AIR CONDITIONER #1 THERMOSTAT THERMOSTAT (W /LOCKING COVER) SENSOR HUMIDISTAT CARBON DIOXIDE CONTINUATION TYPICAL CUBIC FEET PER MINUTE DRY BULB TEMPERATURE DOOR GRILLE WET BULB TEMPERATURE 1,000 BRITISH THERMAL UNITS /HR. EXTERNAL STATIC PRESSURE RETURN GRILLE CEILING DIFFUSER RETURN AIR SUPPLY AIR CLEAN OUT VOLUME DAMPER METAL BUILDING SUPPLIER MECHANICAL CONTRACTOR GENERAL CONTRACTOR UNISTRUT MOUNTED TO S -5 CLAMP S -5 CLAMP (TYP. OF 2) SPLIT SYSTEM AC OUTDOOR UNIT MOUNTED TO UNITSTRUT. ROOF TOP MECHANICAL UNIT HOLD DOWNS (WIND SPEED EXPOSURE PER STRUCTURAL) OPERATING WEIGHT(LBS) WIND SPEED EXPOSURE 85 M.P.H. 90 M.P.H. 100 M.P.H. 110 M.P.H. 120 M.P.H. 130 M.P.H. 140 M.P.H. 150 M.P.H. 1.5 »2 TON 425 -500# LONG SIDE 2 2 2 2 2 2 2 2 SHORT SIDE 2 2 2 2 2 2 2 2 3 »5 TON 625 -1200# LONG SIDE 2 2 2 2 2 2 3 3 SHORT SIDE 2 2 2 2 2 2 2 2 6,-.10 TON 915 -1480# LONG SIDE 2 2 2 2 2 3 3 4 SHORT SIDE 2 2 2 2 2 2 2 2 12.5 TON 1550 -1875# LONG SIDE 3 3 3 3 3 3 4 4 SHORT SIDE 2 2 2 2 2 2 2 2 15 »25 TON 2220 -3500# LONG SIDE 3 3 3 3 3 4 5 6 SHORT SIDE 2 2 2 2 2 2 2 2 ROOF TOP AC UNIT DO NOT BLOCK ACCESS PANELS 340P500 3/16" SS CLEVIS AIRCRAFT CABLE ,�� o 7" NEOPRENE GASKET ■ BY M.C. RIGID INSULATION ROOF DECK •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 AC UNIT HOLD DOWN CABLE SCALE: NONE DWYER #2001 MAGNEHELIC 0 -1 WC DIFFERENTIAL PRESSURE GAGE (TYP OF 3) PREP I` ROOM PLENUM CLEAN ROOM BOX COATER ROOM SEPARATE PERMIT REQUIRED FOR Q Me Weectriced UPTUnbmg Wens Piping City of Tukwila BUILDING DIVISION I CLEAN ROOM TO PREP ROOM CLEAN ROOM TO PLENUM I CLEAN ROOM TO BOX COATER ROOM CLEAN ROOM STATIC PRESSURE SENSOR DIAGRAM PIPING FROM GAUGE TO SPACE. DO NOT TERMINATE IN PROXIMITY TO SUPPLY AIR, RETURN AIR, OR EXHAUST TERMINAL. (TYP.) SCALE: NONE 1/2" REFRIGERANT RETURN LINE 1/4" REFRIGERANT SUPPLY LINE S 5 CLAMP (TYP. OF 2) METAL STANDING SEAM ROOF PROVIDE DECKTITE FOR SUPPLY & RETURN REFRIGERANT LINES. 3 -__ -s CO 2% X3/4" PUMPED CONDENSATE CDP CONNECT FROM THE TOP THROUGH A WYE BRANCH FITTING. CEILING LIGHTS SPLIT SYSTEM AC INDOOR UNIT MOUNTED ON WALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. CONDENSATE PUMP / FLOOR OFFICE SPLIT SYSTEM AC UNIT DETAIL SCALE: NONE 70 of SEM of NOTE: Building far! cnd areeftiuoinrat new plan ut plan art es. HVAC BALANCING NOTES 1. COMMISSION AC -7 WITH 0% OUTSIDE AIR, SUPPLY FAN CONTINUOUS, AND POWERED EXHAUST TURNED OFF.. 2. VERIFY ALL SUPPLY AIR BRANCHES TO BE CAPPED FOR EXISTING AC -1 ARE CAPPED. 3.' INCREMENTALLY DECREASE OUTSIDE AIR FOR EXISTING AC -1 UNTIL CLEAN ROOM IS AT SLIGHT POSITIVE. 4.! TURN POWERED EXHAUST ON FOR AC -7. 5.■ INCREASE OUTSIDE AIR FOR AC -7 UNTIL BOX COATER ROOM IS AT SLIGHT NEGATIVE PRESSURE IN RELATION TO CLEAN ROOM. FIL COPY Permit No Ptpr rem approval is l , of oonstrudioek .:3:aon of any adopted .►proved Field ' atc#aonritiord Ia BY Date: 24" MAX. 6 AMeW,T6E TSUCTURAL DRAWINGS .IILtING DIVISION 01r11 I - FLEX DUCT 10' MAX. VOLUME DAMPER CONICAL SPIN -IN NYLON TIE- STRAPS UPPLY DUCT REVIEWED FOR CODE COMPLIANCE APPROVED LAY -IN CEILING DIFFUSER ■ DIFFUSER INLET DETAIL SCALE: NONE OCT 10 2012 D City of Tulem BUILDING DIVISION A 0 w U w U RCH 23, 2012 ISSUE DATE: ARCHITECT REFERENCE NO: 95 -0740- • • co N co W O O co co 05 0. <4 O .44Ln C4 CV CV oe w 4 z •• 0FWx COC/214 P -1W i��iiiaW.AWiiiiiWM. ,-viii% i ii ",,,M WWM,go Cg AIR TERMINAL SCHEDULE SYMBOL MANUFACTURER SERVICE MODEL PATTERN DAMPER NECK FRAME LOCATION * CD TUTTLE & BAILEY SUPPLY SQD BLADE 276.7 MBH TOTAL COOLING, 225.1 MBH SENSIBLE, 94.7 AMB, 78. EDB, 65. EWB, 10000 CFM ® 0.5" ESP, EER = 11, NO HEATING LAYIN OFFICES, OPTICAL RG TUTTLE & BAILEY RETURN PR 1 PERFORATED FAX (425)313 ", T'STATS THROUGH AND LAYIN OFFICES, OPTICAL * VERIFY NUMBER OF DIFFUSERS AND ALL LOCATIONS ON PLANS - DIFFUSER IS NOT REQUIRED IF NOT ON PLANS HVAC EQUIPMENT SCHEDULE-S.0 I . C. SYMBOL ITEM SERVES MFR /# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES AC -7 AIR CONDITIONER BOX COATER MECH. ROOM TRANE TFD301 E4 OA 276.7 MBH TOTAL COOLING, 225.1 MBH SENSIBLE, 94.7 AMB, 78. EDB, 65. EWB, 10000 CFM ® 0.5" ESP, EER = 11, NO HEATING 460V/30 70MCOP 54.4FLA UNIT:2709 DUCT:501# CURB:134# TOTAL:3344# PLAN M -1 7/M -1 25.30% 0/A POWERED EXHAUST (1) (7) (8) GENERAL NOTES: - ALL EQUIPMENT FURNISHED BY COSTCO, INSTALLED BY M.C. CONTACT COSTCO PURCHASING DEPT. TO COORDINATE - AC UNITS PROVIDED WITH COMM INTERFACE CONTROLLED BY BUILDING MANAGEMENT SYSTEM. $ SENSOR/T'STAT S.I.O. - AC UNITS TO BE SUPPLIED WITH ECONOMIZER, BAROMETRIC RELIEF, THROW -AWAY FILTERS, ANp HINGED ACCESS DOORS. - AC UNITS TO BE SUPPLIED WITH THROUGH THE BASE ELECTRICAL WITH DISCONNECT SWITCH, 120V /15AMP CONVENIENCE UNLESS OTHERWISE NOTED. - CONTRACTOR TO INSTALL ALL ITEMS LISTED IN EQUIPMENT SUBMITTAL AS FIELD INSTALLED. INSTALL PER MANUFACTURERS (1) ROOF CURBS PROVIDED BY M.B.S. (2) NOT USED (3) NOT USED (4) NOT USED (5) NOT USED (6 NOT (7) HIGH U STATIC DRIVE KIT S.O.I.C. (8) PROVIDE WITH FIELD INSTALLED POWERED EXHAUST KIT. SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR. (9) NOT USED (10) NOT USED DELIVERY TIME © SENSORS © +72 OUTLET, AND INSTALLATION INCOMPLETE LR FAX (425)313 ", T'STATS THROUGH AND -6770 AT 48" A.F.F. THE BASE GAS PIPING CONNECTION OPERATION MANUAL C1TYgCE _ 1 OCT 0 4 2012 } PERMIT CENTER i M 10....00I R PROJECT N0:11 -051 3/23/2012 8:43:05 AM, E.4 30/15 DL 2000 CFM (TYP. OF 2) 1111111111111 MMUMP °"'I vl IN Ku C 3/4" C -C 3/ ." RUN INSULATED PIPING FROM COMPRESSOR UNIT ON ROOF TO INTERLOCKED INDOOR AIR HANDLING UN IT IN OFFICE. a PROVIDE PRESSURE AUGES PER DETAIL 3/4" CONDENSATE DN. IN WALL. PROVIDE CONDENSATE CONNECTION TO P -TRAP OF SINK. 1L �I —I —v —I • U U SEE D MPOIRPErf Y.M.1t• ' 1L' n•L 3/4" LOCATE ABOVE BEAM ON ROOF. MAINTAIN A MINIMUM CLEARANCE FROM EXISTING SKYLIGHTS AND UNITS ■ -: 3/4" COND. PUMPED UP TO CEILING SPACE. ® SEE ® DETAIL RUN INSULATED PIPING TO OUTDOOR UNIT AS REQUIRED ON ROOF Plan review approval is subject to errors. and ornis, & &nrl. Approval of constructio nts does no the violation of -' : domed . of approve 34/34 24/22 �•I "ii ►'a w I Ir. r e • "mil r I30 I moir oms:van 1.11111111m — = _ _ " Eim0000ll - minpramali. taI I � F 30/15 DL 2000 CFM (TYP. OF 2) SPLIT SUPPLY AIR DUCT WITH 34/30 SA DUCT BELOW AND 24/22 ABOVE. 34/30 RA PLENUM. CONNECT EXIST. RA GRILLES TO NEW PLENUM. 34/30 SA & RA DUCTS DN TO BELOW CEILING. TRANSITION SUPPLY AIR PLENUM FROM AC -7 TO 34/30 IN TRUSS SPACE. TRANSITION RETURN AIR PLENUM FROM AC -7 TO 34/30 IN TRUSS SPACE. D YLIGHT 1" COND. 6" ABOVE FLOOR S NK. 1LZ1 i _...1:1141! l _ P I� CO , 34/30 RA DUCT DN TO CEILING SPACE. SEE DETAIL L J DEMO EXISTING 24/20 RA DUCT. CAP 24/20 DUCT APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. REBALANCE OUTSIDE AIR FOR EXIST. AC -2 TO BE FIXED VOLUME OF 1550 CFM. ADJUST AS REQUIRED TO ENSURE CLEAN ROOM AT POSITIVE PRESSURE. DISABLE EXIST. AC -2 ECONOMIZER. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions wi I require a new plan submittal and may include additional plan review fees. • U U MAIN MECHANICAL PLAN SCALE: 1/16" = 1' -0" SPLIT SYSTEM HVAC EQUIPMEN' SCHEDULE- S.O.I.C. SYMBOL ITEM SERVES MFR /# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES IU -1 AIR CONDITIONER f EDP INDOOR UNIT MITSUBISHI MR. SLIM PKA -A18GA 18.0 MBH TOTAL COOLING, 18.0 MBH SENSIBLE, 78 INDOOR DB, • 65 INDOOR WB, 425 CFM POWERED FROM OUTDOOR UNIT 35# PLAN ME -1 70 /ME -1 LOCATED ON WALL SPACE (1) (2) (4) OU -1 AIR CONDITIONER EDP OUTDOOR UNIT MITSUBISHI PUY- A18NHA -BS AIR COOLED CONDENSING UNIT, 1200 CFM 1/4" LIQUID & 1/2" SUCTION LINES. 208V/10 13 MCA 20 MCOP 99# PLAN ME -1 70 /ME -1 LOCATED ON ROOF (1) 3 (1) EQUIPMENT FURNISHED BY COSTCO, INSTALLED BY M.C. CONTACT COSTCO PURCHASING DEPT. TO COORDINATE DELIVERY TIME 0 FAX(425)313 -6770. (2) AC UNITS TO BE SUPPLIED WITH PROGRAMMABLE ELECTRONIC NIGHT SET -BACK THERMOSTAT. (3) UNISTRUT MOUNTED TO S -5 CLAMP 11ROVIDED BY G.C. (4) AC UNITS PROVIDED WITH PROGRAMMABLE THERMOSTAT S.O.I.C.. AND LOCATE T'STAT AT 48" A.F.F. e or ordinance,. r R: w t ons is acl now eoc,, : City Of Tukwila BUIL[ING DIVISION CURB AND FLASHING. PROVIDE HOLD DOWN CABLE PER DETAIL OTE: 1) ALL ' PVC ON EXTERIOR OF BUILDING TO BE SCHEDULE 80. 2) PAINT ALL METAL PVC PIPING EXPOS TO WEATHER. \o iIol to —ROOF VENT PENETRATION TOP VIEW VENT OOF PENETRATION SIDE VIEW TERMINATE VENT BELOW CONDENSATE OUTLET FROM AC UNIT 1 -1/2" MIN ATION PE ' R OOF HERE AND R 111 PIPE N XT T SUPPLY DUCT IN TRUSS SPACE OUTLET FROM AC UNIT 1 -1/2" MIN AC CONDENSATE PIPING DIAGRAM SCALE: NONE FLEX CONNECTION SIZE PER PLAN ROOF SMOKE DETECTOR PROVIDED AND 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) SA RA DUCTS TO BE INTERNALLY INSULATED FOR RUN BETWEEN BUILDING ROOF AND ANCILLARY FRAMING VD 30/15 DL (TYP. OF 2) LIGHTS CEILING SA VD 30/15 DL (TYP. OF 2) AC -7 DUCT ELEVATION DETAIL BOX COATER ROOM SCALE: NONE GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPUCABLE. 1. M.C. SHALL ASSURE ALL ROOF TOP EQUIPMENT IS LABELED CORRECTLY AND MATCH CALLOUTS ON PLAN ON THE INSIDE & OUT OF THE BUILDING. THIS INCLUDES TRANE UNITS & EXHAUST FANS. LABELS SHOULD BE IN 6" BLOCK LETTERING IN BLACK COLOR AND LOCATED WHERE EASILY VISIBLE FROM THE ROOF HATCH. 2. MAINTAIN A MINIMUM OF 10' -0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. 3. COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OR PANELS. 4. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT TIME OF INSPECTION. 5. DIMENSIONS ARE TO COLUMN LINES. 6. APPLICABLE MECHANICAL CODE: 2009 IMC APPLICABLE ENERGY CODE: 2009 WSEC 7. PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. SEE DETAIL NA 8. 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. PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. O SEE MECHANICAL SCHEDULES TO VERIFY CONTROL TYPE, REQUIRED INTERLOCKS AND CONTRACTOR RESPONSIBILITY TO FURNISH AND /OR INSTALL. SEE SCHEDULE FOR MOUNTING HEIGHTS. 0 RUN DUCT WORK BELOW STRUCTURAL FRAMING IN SUSPENDED CEILING SPACE. ® CAP EXISTING SUPPLY AIR DUCT IN `CEILING SPACE APPROX. HERE. DEMO EXISTING SUPPLY DIFFUSER. FIELD VERIFY SIZE AND LOCATION OF EXISTING SUPPLY AIR DUCT. Q CONNECT NEW SUPPLY AIR DUCT TO EXIST. SUPPLY AIR DUCT APPROX. HERE. NEW SUPPLY AIR DUCT TO BE SIZED PER PLAN. FIELD VERIFY SIZE AND LOCATION OF EXIST. SUPPLY AIR DUCT. HVAC LEGEND 24/481 II §2 CONT. TYP. CFM DB DG WB MBH ESP RG CD RA SA CO VD MBS M.C. G.C. AIR DUCT - ' FIRST # IS SIDE SHOWN FLEXIBLE DUCT CONNECTION TURNING VANE SUPPLY DUCT UP RETURN DUCT UP SUPPLY DUCT DOWN RETURN DUCT DOWN AIR VOLUME ! DAMPER CEILING: DIFFUSER - SQUARE JO :ROUND DUCT TRANSITION: FIRE DAMPER` (FD)` CONDENSATE.. DRAIN AIR CONDITIONER #1 THERMOSTAT THERMOSTAT (W /LOCKING COVER) SENSOR HUMIDISTAT CARBON "DIOXIDE CONTINUATION TYPICAL CUBIC FEET PER MINUTE DRY BULB , TEMPERATURE DOOR . GRILLE WET BULB TEMPERATURE 1,000 BRITISH`. THERMAL UNITS /HR. EXTERNAL STATIC PRESSURE RETURN GRILLE- CEILING DIFFUSER RETURN AIR SUPPLY AIR CLEAN OUT VOLUME DAMPER METAL BUILDING SUPPLIER MECHANICAL CONTRACTOR GENERAL CONTRACTOR UNISTRUT MOUNTED TO S -5 CLAMP S -5 CLAMP (T(P. OF 2) ROOK- TOP MECHANICAL UNIT HOLD DOWIIIS (WIND SPEED EXPOSURE PER STRUCTURAL) ETUR.1 WIND SPEED EXPOSURE •UPPL O 0 100 M.P.H. 110 M.P.H. 120 M.P.H. 130 M.P.H. 140 M.P.H. 150 M.P.H. iIol to —ROOF VENT PENETRATION TOP VIEW VENT OOF PENETRATION SIDE VIEW TERMINATE VENT BELOW CONDENSATE OUTLET FROM AC UNIT 1 -1/2" MIN ATION PE ' R OOF HERE AND R 111 PIPE N XT T SUPPLY DUCT IN TRUSS SPACE OUTLET FROM AC UNIT 1 -1/2" MIN AC CONDENSATE PIPING DIAGRAM SCALE: NONE FLEX CONNECTION SIZE PER PLAN ROOF SMOKE DETECTOR PROVIDED AND 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) SA RA DUCTS TO BE INTERNALLY INSULATED FOR RUN BETWEEN BUILDING ROOF AND ANCILLARY FRAMING VD 30/15 DL (TYP. OF 2) LIGHTS CEILING SA VD 30/15 DL (TYP. OF 2) AC -7 DUCT ELEVATION DETAIL BOX COATER ROOM SCALE: NONE GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPUCABLE. 1. M.C. SHALL ASSURE ALL ROOF TOP EQUIPMENT IS LABELED CORRECTLY AND MATCH CALLOUTS ON PLAN ON THE INSIDE & OUT OF THE BUILDING. THIS INCLUDES TRANE UNITS & EXHAUST FANS. LABELS SHOULD BE IN 6" BLOCK LETTERING IN BLACK COLOR AND LOCATED WHERE EASILY VISIBLE FROM THE ROOF HATCH. 2. MAINTAIN A MINIMUM OF 10' -0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. 3. COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OR PANELS. 4. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT TIME OF INSPECTION. 5. DIMENSIONS ARE TO COLUMN LINES. 6. APPLICABLE MECHANICAL CODE: 2009 IMC APPLICABLE ENERGY CODE: 2009 WSEC 7. PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. SEE DETAIL NA 8. 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. PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. O SEE MECHANICAL SCHEDULES TO VERIFY CONTROL TYPE, REQUIRED INTERLOCKS AND CONTRACTOR RESPONSIBILITY TO FURNISH AND /OR INSTALL. SEE SCHEDULE FOR MOUNTING HEIGHTS. 0 RUN DUCT WORK BELOW STRUCTURAL FRAMING IN SUSPENDED CEILING SPACE. ® CAP EXISTING SUPPLY AIR DUCT IN `CEILING SPACE APPROX. HERE. DEMO EXISTING SUPPLY DIFFUSER. FIELD VERIFY SIZE AND LOCATION OF EXISTING SUPPLY AIR DUCT. Q CONNECT NEW SUPPLY AIR DUCT TO EXIST. SUPPLY AIR DUCT APPROX. HERE. NEW SUPPLY AIR DUCT TO BE SIZED PER PLAN. FIELD VERIFY SIZE AND LOCATION OF EXIST. SUPPLY AIR DUCT. HVAC LEGEND 24/481 II §2 CONT. TYP. CFM DB DG WB MBH ESP RG CD RA SA CO VD MBS M.C. G.C. AIR DUCT - ' FIRST # IS SIDE SHOWN FLEXIBLE DUCT CONNECTION TURNING VANE SUPPLY DUCT UP RETURN DUCT UP SUPPLY DUCT DOWN RETURN DUCT DOWN AIR VOLUME ! DAMPER CEILING: DIFFUSER - SQUARE JO :ROUND DUCT TRANSITION: FIRE DAMPER` (FD)` CONDENSATE.. DRAIN AIR CONDITIONER #1 THERMOSTAT THERMOSTAT (W /LOCKING COVER) SENSOR HUMIDISTAT CARBON "DIOXIDE CONTINUATION TYPICAL CUBIC FEET PER MINUTE DRY BULB , TEMPERATURE DOOR . GRILLE WET BULB TEMPERATURE 1,000 BRITISH`. THERMAL UNITS /HR. EXTERNAL STATIC PRESSURE RETURN GRILLE- CEILING DIFFUSER RETURN AIR SUPPLY AIR CLEAN OUT VOLUME DAMPER METAL BUILDING SUPPLIER MECHANICAL CONTRACTOR GENERAL CONTRACTOR UNISTRUT MOUNTED TO S -5 CLAMP S -5 CLAMP (T(P. OF 2) ROOK- TOP MECHANICAL UNIT HOLD DOWIIIS (WIND SPEED EXPOSURE PER STRUCTURAL) OPERATING WEIGHT(LBS) WIND SPEED EXPOSURE 85 M.P.H. 90 M.P.H. 100 M.P.H. 110 M.P.H. 120 M.P.H. 130 M.P.H. 140 M.P.H. 150 M.P.H. 1.5 ,-2 TON 425 -500# LONG SIDE 2 2 2 2 2 2 2 2 SHORT SIDE 2 2 2 2 2 2 2 2 3 ,-5 TON 625 -1200# LONG SIDE 2 2 2 2 2 2 3 3 SHORT SIDE 2 2 2 2 2 2 2 2 6 ,-10 TON 915 -1480# LONG SIDE 2 2 2 2 2 3 3 4 SHORT SIDE 2 2 2 2 2 2 2 2 12.5 TON 1550 -1875# LONG SIDE 3 3 3 3 3 3 4 4 SHORT SIDE 2 2 2 2 2 2 2 2 15 ,-25 TON 2220 -3500# LONG SIDE 3 3 3 3 3 4 5 6 SHORT SIDE. 2 2 2 2 2 2 2 2 ROOF TOP AC UNIT DO NOT BLOCK ACCESS PANELS 'NEOPRENE GASKET BY M.C. RIGID INSULATION 340P500 3/16" SS CLEVIS AIRCRAFT CABLE SS ROOF DECK 7" 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 SPLIT SYSTEM AC OUTDOOR UNIT MOUNTED TO UNITSTRUT. UNIT HOLD DOWN CABLE SC kLE: NONE DWYER #2001 MAGNEHELIC 0-1" WC DIFFERENTIAL PRESSURE GAGE (TYP OF 3) PLENUM REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2012 City of u ila BUILDING ISION CLEAN ROOM TO PREP ROOM CLEAN ROOM TO PLENUM I CLEAN ROOM TO BOX COATER ROOM PREP ROOM CLEAN ROOM BOX COATER ROOM CLEAN ROOM STATIC PRESSURE SENSOR DIAGRAM PIPING FROM GAUGE TO SPACE. DO NOT TERMINATE IN PROXIMITY TO SUPPLY AIR, RETURN AIR, OR EXHAUST TERMINAL. (TYP.) SCALE: NONE 1/2" REFRIGERANT RETURN LINE 1/4" REFRIGERANT SUPPLY LINE S -5 CLAMP (TYP. OF 2) /--METAL STANDING SEAM ROOF PROVIDE DECKTITE FOR SUPPLY & RETURN REFRIGERANT LINES. 0 � CO 2% r cp -3/4" PUMPED v CONDENSATE CONNECT FROM THE TOP THROUGH A WYE BRANCH FITTING. CEILING LIGHTS SPLIT SYSTEM AC INDOOR UNIT MOUNTED ON WALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. CONDENSATE PUMP FLOOR OFFICE SPLIT SYSTEM AC UNIT DETAIL SCALE: NONE HVAC BALANCING NOTES 1. COMMISSION AC -7 WITH 0% OUTSIDE AIR, SUPPLY FAN CONTINUOUS, AND POWERED EXHAUST TURNED OFF.. 2. 'VERIFY ALL SUPPLY AIR BRANCHES TO BE CAPPED FOR EXISTING AC -1 ARE CAPPED. 3. INCREMENTALLY DECREASE OUTSIDE AIR FOR EXISTING AC -1 UNTIL CLEAN ROOM IS AT SIGHT POSITIVE. 4. .TURN POWERED EXHAUST ON FOR AC -7. 5. INCREASE OUTSIDE AIR FOR AC -7 UNTIL BOX COATER ROOM IS AT SLIGHT NEGATIVE PRESSURE IN RELATION TO CLEAN ROOM. FRAMING, SEE STRUCTURAL DRAWINGS 24" MAX. 4111' FLEX DUCT 10 f MAX. `NYLON TIE - STRAPS �n J.m.L \r 1 VOLUME DAMPER CONICAL SPIN -IN LAY -IN CEILING DIFFUSER DIFFUSER INLET DETAIL SCALE: NONE UPPLY DUCT AIR TERMINAL SCHEDULE SYMBOL MANUFACTURER SERVICE MODEL PATTERN DAMPER NECK FRAME LOCATION * CD TUTTLE & BAILEY SUPPLY SQD BLADE AC -7 LAYIN OFFICES, OPTICAL RG TUTTLE & BAILEY RETURN PR PERFORATED 25 -30% 0/A POWERED EXHAUST LAYIN OFFICES, OPTICAL * VERIFY NUMBER OF DIFFUSERS AND ALL LOCATIONS ON PLANS - DIFFUSER IS NOT REQUIRED IF NOT ON PLANS HVAC EQUIPMENT SCHEDULE — S.O.I.C. SYMBOL ITEM SERVES MFR /# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES AC -7 AIR CONDITIONER BOX COATER MECH. ROOM TRANE TFD301 E4 276.7 MBH TOTAL COOLING, 225.1 MBH SENSIBLE, 94.7 AMB, 78. EDB, 65. EWB, 10000 CFM 460V/30 70MCOP UNIT:2709# DUCT:501# PLAN M -1 25 -30% 0/A POWERED EXHAUST (1) OA CO 0.5" ESP, EER = 11, NO HEATING 54.4FLA CURB:134# TOTAL:3344# 7/M -1 (7) (8) GENERAL NOTES: - ALL EQUIPMENT FURNISHED BY COSTCO, INSTALLED BY M.C. CONTACT COSTCO PURCHASING DEPT. TO COORDINATE DELIVERY TIME 0 FAX (425)313 -6770 - AC UNITS PROVIDED WITH COMM INTERFACE CONTROLLED BY BUILDING MANAGEMENT SYSTEM. SENSOR /T'STAT S.I.O. SENSORS 0 +72 ", T'STATS AT 48" A.F.F. - AC UNITS TO BE SUPPLIED WITH ECONOMIZER, BAROMETRIC RELIEF, THROW -AWAY FILTERS, AND HINGED ACCESS DOORS. - AC UNITS TO BE SUPPLIED WITH THROUGH THE BASE ELECTRICAL WITH DISCONNECT SWITCH, 120V /15AMP CONVENIENCE OUTLET, AND THROUGH THE BASE GAS PIPING CONNECTION UNLESS OTHERWISE NOTED. - CONTRACTOR TO INSTALL ALL ITEMS LISTED IN EQUIPMENT SUBMITTAL AS FIELD INSTALLED. INSTALL PER MANUFACTURERS INSTALLATION AND OPERATION MANUAL. (1) ROOF CURBS PROVIDED BY M.B.S. (2) NOT USED (3) NOT USED SEPARATE PERMIT (4) NOT USED (5) NOT USED REQUIRED FOR: F 6 NOT USED [] (7) HIGH STATIC DRIVE KIT S.O.LC• (8) PROVIDE WITH FIELD INSTALLED POWERED EXHAUST KIT. SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR. Electrical Pipinal (9) NOT USED Plumbing (10) NOT USED Gas Gas Piping City of Tukwila BUILDING DIVISION HVAC PLAN H 0 -J 3z zw ow wo oz LU Ce 00 o V LU (/)w me Et 0 z a. w _ 0 1- c� o� No II- — w� 0 i z occ Z PROJ Qco • ce: fao C l L' \96fIles \96083 \96083006 \COSTCO TUKWILA -S1- PARTIAL ROOF FRAMING PLAN- 96- 96083006.dwg, 05- 07 -12, 1159pm, bhoratp, 96 GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Costco Optical Lab Facility - Tukwila, WA 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2009 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. 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 See snow load Basic ground snow load - 35.71 psf Basic roof snow load - 25 psf Importance factor - 1.0, snow exposure factor - 1.0 Ss = 1.399, S1 = 0.478, I = 1.0, Site Class "D ", SDS = 0.933, SDI = 0.485, Seismic Design Category = " Basic wind speed 85 (mph). Exposure C. Importance factor 1.0. Collateral loads were not included in uplift design Weight of structure. All Code required load combinations are to be used in the building design. Column reactions from these load combinations are to be given to the foundation engineer. 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. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: (Fy= 50,000 PSI) (Fy= 50,000 PSI) (Fy= 36,000 PSI) (Fy= 46,000 PSI) (Fy= 36,000 PSI) PLATES AND ANGLES U.N.O ASTM A -572 WIDE FLANGE SHAPES ASTM A -992 ASTM A -36 ASTM A -500, GRADE B ASTM F1554, GRADE 36 ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N (U.N.0.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A -307 - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 3/16 ", X OTHER SHAPES TUBE COLUMNS ALL - THREAD MACHINE BOLTS ON 00 LL- MI , M. L i' DS = C FI ■ L. -S. E " H -• ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. STRUCTURAL STEEL FABRICATION SHALL BE PRODUCED BY WABO REGISTERED STEEL FABRICATOR. SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING AGENCY. THE SPECIAL INSPECTION AGENCY AND SPECIAL INSPECTION INSPECTORS SHALL BE REGISTERED WITH THE WASHINGTON ASSOCIATION OF BUILDING OFFICIAL (WABO), AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED BY THE LOCAL BUILDING DEPARTMENT. • _ a • !. k WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. 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. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S5.1 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS B. OR BOT. = BOTTOM C.I.P. CLR. CONT. DF EL. OR ELEV. E.N.W. OR ENW E.F. E.W. F.O.C. F.O.W. FTG. H. OR HORIZ. HF H.S.S. I.B.C. I.C.C. I.F. N.T.S. O.F. = CAST IN PLACE = CLEAR = CONTINUOUS = DOUGLAS FIR = ELEVATION = ENGINEERS NORTHWEST = EACH FACE = EACH WAY = FACE OF CONCRETE = FACE OF WALL = FOOTING = HORIZONTAL = HEM -FIR = HOLLOW STRUCTURAL SECTION = INTERNATIONAL BUILDING CODE = INTERNATIONAL CODE COUNCIL = INSIDE FACE = NOT TO SCALE = OUTSIDE FACE 4" MIN. O.T.O. = OUT TO OUT PPT = PRESERVATIVE PRESSURE TREATED = ROUGH OPENING = REINFORCING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TYPICAL AT ALL SIMILAR PLACES U.N.O. = UNLESS NOTED OTHERWISE V. OR VERT. = VERTICAL R.O. REINF. SW SIM. SYMM. T. T.O.F. TYP. V.I.F. V.O.F. W.A.B.O. 2" 5" = VERTICAL INSIDE FACE = VERTICAL OUTSIDE FACE = WASHINGTON ASSOC. OF BUILDING OFFICIALS ,1" TABLE 1704.3 (INSPECTION OF WELDING) REQUIRED VERIFICATION & INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 5. INSPECTION OF WELDING: a. STRUCTURAL STEEL: - -- - -- DRAWING SUBMITTALS SUBMIT FOR PERMIT 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X - -- AWS 01.1 1704.3.1 2) MULTIPASS FILLET WELDS. X -- 3) SINGLE -PASS FILLET WELDS >5/16" X - -- 4) SINGLE -PASS FILLET WELDS < 5/16" - -- X 5) FLOOR AND ROOF DECK WELDS. - -- X AWS D1.3 - -- b. REINFORCING STEEL: - -- - -- AWS D1.4 ACI 318.3.5.2 - -- 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706. - -- X 2) REINFORCING STEEL- RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. X - -- 3) SHEAR REINFORCEMENT. X - -- 4) OTHER REINFORCING STEEL. - -- X r I I " MAX. MAX. ,1 1 I It I MIN. . "x2" SQ. T. WASHER, TYPICAL 41,E 2" 2" CURB BY OTHERS (E) HAT CHANNEL SUPPORT VFY. MIN. 14GA. THICKNESS I & MIN. SIZE AS SUCH in N EQ. i' i i i i' i' i i is /WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWUUn 39' -0" 38' -O" 17' -0" PARTIAL ROOF FRAMING PLAN Q EQ. SECT. B -2 SECT.' E -2 , .. /- PER DIAGONAL /� BRACE DETAIL � j -� i1 in = 1 -O" SECT. B -2 / PER DIAGONAL BRACE DETAIL SECT. D -2 NEW HVAC UNIT PER PLAN —. ,/ \\,/ \.\ \�� SECT. / i/\'■ \ SECT. E -2 ,`` / _ J i \ 2 ��� N cn EQ. /./ ' J74.1),. cF---- MIN. 12"0 A307 BOLT 0 EA. CORNER w/ MIN. 4 "x2" SQ. . 1_ WASHER (E) JOIST 1, l � 1 MIN. "x „ CLAMP R EA. SIDE w/ 2- s� 0 BOLTS (EA. END TYP.) NOTE: IF CURB AND / OR HAT CHANNEL SUPPORTS BEAR ON SE) JOIST TOP CHORD MORE THAN 6' FROM A PANEL POINT, PROVIDE BRACES PER "DIAGONAL BRACE DETAIL" (TYPICAL) SECTION ADD NEW HAT CHANNEL SUPPORT TO MATCH EXISTING ATTACH wJ #10 SCREWS 0 6 oc EA. SIDE A -1 2" = 1' —o" 18' -0" ELEVATION A -1 (JOIST NAR 1" = 1' -O" < Rio) AREA OF WORK SECT. E -2 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2U112 City of Tukwila BUILDING DIVISION SECT. D -2 J 0 KEY PLAN Q N.T.S. RECEIVED MAY 082012 PERMIT CENTER CORRECTION LTR# M 051 w < N_ � ENGINEER: OPTICAL REMODEL COSTCO DR. LA, WA 98188 N 1 O N I Co d- B. PATEL DATE: DRAWING REVISIONS BUILDING DEPARTMENT COMMENTS S 1 DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION Iz W o N_ � ENGINEER: OPTICAL REMODEL COSTCO DR. LA, WA 98188 DRAWN: B. PATEL DATE: DRAWING REVISIONS BUILDING DEPARTMENT COMMENTS S 1 I g J I-w W re CD W 116 SHEET PARTIAL ROOF FRAMING PLAN 64 GENERAL NOTES CONTENTS: 1 III ENGINEER: OPTICAL REMODEL COSTCO DR. LA, WA 98188 DRAWN: JOB NO: 96083006 ENGINEER: N. AHMED DRAWN: B. PATEL DATE: 3 -22 -11 SHEET NO: S 1 (N) R 4 "x5" 1,. "0 BAR (Fy =50 ksi) (E) BOTTOM CHORD JL1 x1 tx0.109 16 C.J.P> N SPLICE LOCATION BOTTOM CHORD REINF. SPLICE DETAIL (E) JL11x12x0.1O9 SECTION A -2 (BOTTOM CHORD REINF.) (E) TOP CHORD 2 " -6 "_) I it dtl. 1 iH = 'I' -O" (N) # "0 ROD (Fy = 50 ksi) c1 COPE ANGLE 1" AND WELD TO (E) TOP CHORD AND RUN CONT. ROD OVER 17' -0" CENTERED ON JOIST EXISTING TOP CHORD 3" MIN. 2 "WELD TO BOTH CHORD ANGLES TYP. EXISTING TOP CHORD dtl. b —b 2 PANEL LENGTH i PANEL LENGTH NEW 1"0x3" BAR (ASTM A36 MIN.) i \. dtl. b —b Q�P EXISTING BOTTOM CHORD NEW ANGLE PER ELEV. 1 AT REINF. MEMBERS dtl. c2 —c2 AT NEW REINF. MEMBERS dti. c1 —c1 Lt \96files \96083 \96083006 \COSTCO TUKWILA- S2- SECTIONS- 8- 96083006,dwg, 05- 07 -12, 2:OOpm, bharatp, 8 \Z/ dtl. c2—c2 I (TOP CHORD REINF.) SECTION C -2 TOP CHORD EXIST. TOP CHORD NEWLY ADDED 2— L14x14xS EXIST. BOT. CHORD SECTION B -2 EXIST. CRIMPED ANGLE WEB MEMBER 1 1" = 1' -0" EXISTING DOUBLE ANGLE CHORD (BEYOND) NEW DOUBLE ANGLES (N.S. & F.S.) BOTH ANGLES BOTH ENDS I- 8 V3" MIN. NEW 1"0x3" BAR PANEL LENGTH PANEL LENGTH WELD NEW ANGLES TO CHORDS /BOTH ANGLES s V3" MIN. \BOTH ENDS EXIST. CRIMPED ANGLE MEiMBFiR RUN NEW ANGLES 2— L14x14x$ (50ksi) FROM CHORD TO CHORD NEXT TO CRIMPED WEB MEMBER. MAKE NEW ANGLES AS LONG AS POSSIBLE. LENGTH TO BE DETERMINED IN FIELD. CRIMPED WEB REINFORCING DETAIL w/ DOUBLE ANGLE SECTION E -2 12" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 21 2012 City of Tukwila BUILDING DIVISION BOTTOM CHORD (N) L 14x14xi (50 ksi) FIELD INSTALLED EXIST. Z "0 ROD FULL THE NUMBER OF INTERMITTENT THROAT I WELDS SHOWN IS ONLY FOR DISPLAY. FULL WELD LENGTH IS MINIMUM AND ( THROAT WELD SPACING IS MAXIMUM // // // // LENGTH OF REINFORCING ROD TO BE DETERMINED IN FIELD. CRIMPED ENDS OF ANGLE AND FIT IN BETWEEN EXIST. CHORDS N 2" ® ENDS 2" 0 CENTER 2" ® ENDS 2" 0 CENTER 0. - -10" MAX. SPACING BETWEEN INTERMITTENT WELDS (TYPICAL) N 10" MAX. SPACING BETWEEN INTERMITTENT WELDS (TYPICAL) CRIMPED WEB REINFORCING DETAIL AROUND EXIST. ROD SECTION CONCENTRATED LOAD D -2 " = ii-o" (1=-4_ PANEL POINT q. PANEL POINT JL1 "x14 "xi ", 1 EACH SIDE OF JOIST FROM LOAD POINT TO NEAREST PANEL POINT CONCENTRATED LOAD TYP. E.E. OF 8 V2" ANGLE r NOTE: 1.) THUS DETAIL APPLIES TO ALL JOISTS, EVEN IF NO OTHER REINFORCING IS REQUIRED 2.) JOIST CHORDS ARE NOT DESIGNED FOR LOCAL BENDING DUE TO CONCENTRATED LOADS UNLESS OTHERWISE NOTED. EITHER PLACE LOADS AT TRUSS PANEL POINTS OR INSTALL A FIELD WEB BRACE FROM THE LOAD POINT TO THE NEAREST PANEL POINT ON THE OPPOSITE CHORD. 3.) DO NOT PLACE LOAD UNTIL ANGLE SUPPORT IS INSTALLED. DIAGONAL BRACE DETAIL N.T.S. RECEIVED MAY 08 2012 PERMIT CENTER La F p d' II III ENGINEER: N. AHMED N E N i OPTICAL REI COSTCO DR. LA, WA 981 1 DRAWING REVISIONS SHEET NO: S2 DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION z I z I I w Q 0 II III ENGINEER: N. AHMED DRAWN: OPTICAL REI COSTCO DR. LA, WA 981 DATE: DRAWING REVISIONS SHEET NO: S2 10 Z J U W IX C7 C/) W L ai co cs N N N asV E Zf g rz. Le <NI 23 P. It) om- m rnii } SHEET SECTIONS CONTENTS: II III ENGINEER: N. AHMED DRAWN: OPTICAL REI COSTCO DR. LA, WA 981 DATE: 3 -22 -11 JOB NO: 96083006 ENGINEER: N. AHMED DRAWN: B. PATEL DATE: 3 -22 -11 SHEET NO: S2