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HomeMy WebLinkAboutPermit M13-087 - WESTFIELD MALL - HVAC - REPLACE ROOF TOP UNITSWESTFIELD MALL HVAC 2800 SOUTHCENTER MALL M13-087 City PTukwila 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.: 9202470010 Address: 2800 SOUTHCENTER MALL TIIKW Project Name: WESTFIELD MALL - HVAC Permit Number: M13-087 Issue Date: 05/20/2013 Permit Expires On: 11/16/2013 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: STEVE HARGROVE Address: 7717 DETROIT AV SW , SEATTLE WA 98108 Email: STEVE.HARGROVE@MACMILLER.COM Contractor: Name: MACDONALD/MILLER FAC SOL INC Address: PO BOX 47983 , SEATTLE, WA 98106 Contractor License No: MACDOFS980RU Phone: 206 768-4200 Phone: 206-768-4180 Expiration Date: 01/03/2015 DESCRIPTION OF WORK: REPLACE (2) PENTHOUSE BUILT UP UNITS WITH PACKAGED ROOFTOP AC UNITS. Value of Mechanical: 183,740.00 Type of Fire Protection: SPRINKLERS/AFA Electrical Service Provided by: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie xami with, Fees Collected: $2,170.56 International Mechanical Code Edition: 2009 Date: ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. The granting of this permit does not pre • e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the back of this permit. Signatur Print Name: 51Z /Z0/4 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. J__. 111•P. 414A RA11_11147 Printad• 05-20-2013 PERMIT CONDITIONS Permit No. M13-087 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Readily accessible access to roof mounted equipment is required. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: 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). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila 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. 15: ***FIRE DEPARTMENT CONDITIONS*** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: 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) doc: IMC -4/10 M13-087 Printed: 05-20-2013 19: Remote indicator lights are re.d on all above ceiling smoke detectors. (Cirdinance #2328) 20: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2328) 21: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2328) 22: 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) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 25: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. A__. iun •IAA 6Al1_AQ7 Prin+arl• nc_9n_9n1'� r CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. ot) Project No. Date Application Accepted: V 1d (3 Date Application Expires: 1 �' tD ( 3 (For office use only) 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** SITELOCATION Site Address: Tenant Name: King Co Assessor's Tax No.: 3597000245 2800 Southcenter Pkwy Tukwila, WA 98188 Westfield Southcenter Mall - PH 2 Suite Number: 204 Floor: 2 PROPERTY OWNER Name: STEVE HARGROVE Name: WESTFIELD CORP. Cin': SEATTLE State: WA Zip: 98106 Address: 2800 Southcenter Mall Email: steve.hargrove@macmiller.com City: TUKWILA State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: STEVE HARGROVE Address: 7717 DETROIT AVE SW Cin': SEATTLE State: WA Zip: 98106 Phone: (206) 768-4200 Fax: (206) 768-4001 Email: steve.hargrove@macmiller.com New Tenant: ❑ Yes ..No MECHANICAL CONTRACTOR INFORMATION Company Name: MACDONALD MILLER Address: 7717 DETROIT AVE SW City: SEATTLE State: WA Zip: 98106 Phone: (206) 768-4278 Fax: (206) 768-4279 Contr Reg No.: MACDOFS980RU Exp Date: 12/31/2013 Tukwila Business License No.: BUS -0100868 Valuation of project (contractor's bid price): $ Describe the scope of work in detail: REPLACE (2) PENTHOUSE BUILT UP UNITS WITH PACKAGED ROOFTOP AC UNITS. TO INCLUDE GAS PIPING PER PLANS 183,740 Use: Residential: New 0 Replacement 0 Commercial: New ❑ Replacement m Fuel Type: Electric m Gas 0 Other: H:Wpplications\Forms-Applications On Line \2011 Applications\Mechanical Permit Application Revised 8-9-1 I.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 Fumace >100k btu 2 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 2 Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 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 PERMIT APPLICATION NOTES- Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN Signature: Print Name: AUGENT: Date: 05/08/2013 DARLA DOLL Mailing Address: 7717 DETROIT AVE SW H:WpplicationsTorms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8.9-1 l.docx Revised: August 2011 bh Day Telephone: (206) 768-4278 SEATTLE WA 98106 City State Zip Page 2 of 2 Cil 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: R13-01555 Initials: JEM User ID: 1165 Payee: MACDONALD-MILLER FACILITY SOLUTIONS, INC Payment Date: 05/08/2013 Total Payment: 2,291.31 SET ID: S000001982 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount M13-087 2,170.56 PG13-072 120..75 TOTAL: .—/-77773V— TRANSACTION LIST: Type Method Description Amount Payment Check 3620 2,291.31 TOTAL: 2,291.31 ACCOUNT ITEM LIST: Description Account Code Current Pmts GAS - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.103.00.0 000.322.102.00.0 000.345.830 TOTAL: 96.60 1,736.45 458.26 2,291.31 • :.,:•r:r-x:=ate 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 mi -3-o87 Project: UJP S', l= E 11_17 Type of Inspection: `,., 5 t'110 �C?__ S H t ti. DG (Nit, ) Addre s: 9--ill10 serv+,I1 Date Called: Special Instructions: .) l� 1 Date Wanted: "7— 1 6- l'; p.m. Requester: Phone No: aoc-571 -31"/ 3 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: (! ) D4Vov.E., O - Inspe'ctor 1 1A Date: REI ' SPECTION FEE REQUIRED! Prior to next inspection. fee must be rai at 6300 Southcenter Blvd.. Suite 100. Call'o schedule reinspection. 6; INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1,141g-687 PERMIT NO. CITY OF TUKWILA BUILDING. ,DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 /2_ (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:O Type of Inspection: e.„ k- T....) Addr s: ,r)...%.&) SC MALL_.. Date Called: Special Instructions: Date Wa/nted: cm. Requester: Phone No: c20(2- S? 1- 3 C -7 -z, Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 'C t 4''T✓ ECTION FEE REQUIRED. Prior to next inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 9 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit rh I�-O$l 17 - 5-101 g s —F-115 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: t I , � CieIdl Cowl -LG / Mol Fire Alarm: Type of Inspection: /'n c 4i col/ AM/ Address:Contact Suite #: Z'OO .ju I c r ` 4, Person: , Special Instructions: Phone No.: 17 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: 11/vgc. - oK /11, h,Ge, / Fe7ey, 1-41 Permits: , . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: )/ f Fin ry Date: 7/� W/ 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 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit l' -S-- fo cif r�t1�- o97 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project; �:--. �`6 ().--',\-Ms-�s( . ; " ` Type of Inspection: 5 Ca t, -e Address:? 0 S. L, Suite #: 1 LL. Contact Person: Special Instructions: R 1 r '• irt ANs-krs l tJ Phone No.: giApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: File Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 r '• irt ANs-krs l tJ 1 iq Li (z-) 3. A-bD brf,��. Ai 14( -. .6.--(..! ) '3 , w o vim,,,,, H -0 5-e /o, J -R- _ 4t. Q'ri,+ SIP RN A/ kr-- 1/0. Needs Shift Inspection: Sprinklers: File Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4A .sc. Date: 6 %(///_ Hrs.: j $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 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 269951 Project: Westfield Southcenter Phase 2 Equipment Replacement Address: 2800 Southcenter Mall, Tukwila Client: MacDonald -Miller Facility Solutions, Inc Permit Number: Job Number: Client Address: M13-087 13-0401 PO Box 47983 j-ECEIVE:D AUG 05 2013 ,, DEVL-LUNMLNT Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection X Other (specify): Other (specify): Inspector and Date Remarks Ernest Leimkuhler On site to visually inspect steel shop welds on the mounting frames for air conditioners on roof of -7/10/2013 — building; to -AWS D1-1 and signed approved -drawings— -- - Drawing S2.01 detail 5, 9, 12 gridlines: 0 to P at 28 to 29 and 36 to 37. (3) MSS 4x4x1/4" to (14)%"x4x12 base plates - 3/16" flare bevel welds HSS 4x4x1/4" to (6) 2" schedule 40 pipe to (6) 5/8"x6x6 bolt plates - 3/16" fillet welds. Process: FCAW, E71T-1 filler Welders: Jon L. Spencer #W11081 expires Oct. 1 2013 Structural Steel FCAW All welds inspected conform to AWS D1.1 2010 standard, table 6.1., and signed approved drawings. Conforms Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: Walt Hansen, 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. CONSTRUCTION INSPECTION FIELD REPORT Report Number: 269951 Project: Westfield Southcenter Phase 2 Address: 2800 Southcenter Pkwy, Tukwilla, WA Client: Permit Number: M13-087 Job Number: Client Address: 13-0401 Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Inspector. and Date X Other (specify): Remarks Ernest Leimkuhler 07/10/13 WABO Special Inspector #SI 01954 exp. 4/1/2014 Ernest Lermkuhier z •:01?'i CW! 05030091 GC1 EAP 3/112(r4 Start Time: Finish Time: Inspected by: 8:00 AM On Site to Visually Inspect Steel Shop Welds on the Mounting frames for Air conditioners on roof of Building, to AWS D1.1, and signed approved. drawings. Dwg. S2.01 Det. 5, 9, 12 Gridlines: 0 to P at 28 to 29 and 36 to 37. (3)HSS4x4x1/4" to (14)%"x4x12 base plates - 3/16" Flare Bevel Welds, -' HSS4x4x1/4" to (6)2" sch. 40 pipe to (6)5/8"x6x6 bolt plates - 3/16" Fillet Welds. Process: FCAW, E71T-1 Filler Welders: Jon L. Spencer.. #W11081 Exp. Oct. 1 20.13 Structural Steel FCAW 1:.. All Welds' CONFORM to AWS D1.1 2010 standard, table 6.1., and signed approved drawings. 9:00 AM Ernest Leimkuhler Is this a re -inspection? ❑ Yes ® No Original inspection date: Reviewed by: RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER This report applies only to the items tested or repo d and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our rm 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.: INSP-63a-05 LT (Rev 10/10) REVIEWED FOR CODE COMPLIANCE APPROVED MAY 172013 City of Tukwila BUILDING DIVISION • LUND WRIGHT OPSAHL TRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS MacDonald Miller Mechanical Equipment Support Westfield Mall Tukwila, WA April 30, 2013 RECEIVED CITY OF TUKWILA MAY 0 8 2013 PERMIT CENTER 1201 1" Avenue South + Suite 31-0 + Seattle, WA 98134 + 206.402.5156 + www.lwo-se.com i2, -O%1 _.DESIGN RITER�IA ' SCOPE OF WORK: SCOPE OF WORK IS LIMITED TO THE FOLLOWING: I ! CHECK EXISTING STRUCTURES CAPACITY TO CARRY ADDITIONAL DEAD LOAD ,- --.-FOR.NEW_MECHANICAL.UNITS.REPLACING-EXISTING-MECHANICALUNITS.- DESIGN STEEL FRAME FOR NEW MECHANICAL UNITS TO REST ON. , � t REFERENCE STANDARDS: 2009 INTERNATIONAL BUILDING CODE AISC 13TH EDITION LUND WRIGHT OPSAHL STRUCTURAL ENGINEERS 1201 1st Ave. S Suite 310 1 Seattle, WA 98134 www.lwo-se.com I Tel: 206.402.5156 n,°tact � rjY FI GJ� 1.-45-c tL OV/7'S ' G ProlectNo. /3-06s—col Date Designer (hp / Sheet 1 PROJECT LOCATION: TUKWILA, WASHINGTON I ; S; .15244, °IifhcenrEr d Flank 1i S`rantk1 Blvd Amtir rl $ Sontl)r:P,rttFi ^.allftrnlin { h. Fitnt?rn Ki Chen 6v fa81 F.l Blvd Strander Blvd C ttt tty4rr8II1r; So ithl^.r t It t (j"• v x m Strandei B% LUND WRIGHT OPSAHL STRUCTURAL ENGINEERS 1201 1st Ave. 5 1 Suite 310 1 Seattle, WA 98134 www,lwo-se,com 1 Tel: 206.402,5156 Project BEST FIELD ikAirC41 t` ()NOS C_ Project No. / ? _o 6;0/ Date Designer cegY Sheet a Zuses Design Maps Summary Report •- Print, View,Detailed Report User -Specified Input Report Title Buildi tg Code Reference Document Site Coordinates Site Soil Classification Occupa lcy Category White >a ? t • Araor Center s e+phr l Westfield Mall Mechanical Units =2 Fri April 26, 201-3 16103:4.3 UTC ASCE 7-05 Standal d • (:ih,r.h mattes ure of 2002 USW hazard data) .17.4588^N, 122.2584°W 5 to Class D - "Stiff Soil" Occupancy Category! 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Suite 310 I Seattle, WA 98134 www.lwo-se,com I Tel: 206.402.5156 t= WS -r-d gee- rh 1,Tt ourP torr Project No /_ s- ,2•i Qme Designer gs-s- Sheet }> vwvw.hiltl.us • Profis Anchor 2.3.5 Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 4/29/2013 Specifier's comments: 1 Input data Anchor type and diameter: KWIK HUS -EZ (KH -EZ) 1/4 (1 5/8) Effective embedment depth: her = 1.180 In., hno,,, = 1.625 in. Material: Carbon Steel Evaluation Service Report:: ESR 3027 Issued I Valid: 6/1/2012 1 12/1/2012 Proof: design method ACI 318 / AC193 Stand-off installation: e, = 0.000 in. (no stand-off); t = 0,250 In,, Anchor plate: Ix x ly x t = 4.000 in. x 12.000 in. x 0.250 in.; (Recommended plate thickness: not calculated) Profile: Rectangular HSS (AISC); (L x W x 1) = 2.000 in. x 1.000 in. x 0.125 in. Base material: cracked concrete, 2500, fc' = 2500 psi; h = 3.500 In. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [In.] & Loading [ib, in.lb] 2 Proof I Utilization (Governing Cases) Loading Tension, Shear Loading Proof Pryout Strength Combined tension and shear loads Design values [Ib] Utilization Load Capacity 0 / [%o] Status 450, 1525 - / 30 OK P,, A, 5 Utilization ON,,v [/1 Status 3 Warnings • Please consider all details and hints/warnings given In the detailed report! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 20032009 HIIg AG, FL -9494 Schaan Hilli Is a registered Trademark of Hilt' AG, Schaan w� !y www.hIltl.us Profis Anchor 2.3.5 Company: Specifier. Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 2 4/29/2013 Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly Instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data end results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor ( c) 211032009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark 01)11111 AG, Schwa f�-;crE _K E Rti1..16. oftJ bEGK ExSb.1G K 't$E I—GA 2G GI 'fed 2j Oc`.fic. I 9 4-0,4 044 -.ager- I 4SQCz /7-7/4g ( kb? C._ bk.) ~rei etc) .a TD e -Et ..vE µo 1�lNT ?ER. tqo (2.. J ra zea, pec 2_15- /6 -P-4- tis' /b- 4` Tom.,. 2 `Y <YR . t /be, Cg c_to„.e',l r rs itcC • ) '3 3 G >{ C7z*4 > 1� -s /LS o‹. LUND WRIGHT OPSAHL STRUCTURAL ENGINEERS 1201 1st Ave. S I Suite 310 I Seattle, WA 98134 www.lwo-se.com I fel: 206.402,5156 I Protect CA1ESrE/ - i' C+MJry` ` Curr #Z Project No l.. �— B CaS �d bate Deiigltet gig= Sheet l6 *ERNi' COORD COMO PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-087 DATE: 05/08/13 PROJECT NAME: WESTFIELD MALL - PH 2 SITE ADDRESS: 2800 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works E Psvl fD i(j13 Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 05/14/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/11/13 Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: Contractors or Tradespeople liter Friendly Page General/Specialty Contractor A business registered as a construction contractor with Lai to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite/Apt. City State Zip County Business Type Parent Company MACDONALD/MILLER FAC SOL INC 2067684180 Po Box 47983 Seattle WA 98106 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602254260 Active MACDOFS980RU Construction Contractor 12/31/2002 1/3/2015 General Unused sated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status DIVC01`988RC DIVCO INCORPORATION Construction Contractor General Unused 12/3/2002 11/7/2014 Active LINFOAR980QG LINFORD AIR & REFRIGERTN INC Construction Contractor General Unused 11/7/2002 11/7/2004 Archived ENCOMMS984CA ENCOMPASS MECHANICAL SERVICES Construction Contractor General Unused 2/1/2002 2/1/2004 Archived MACDOMR026RU MACDONALD MILLER RSDNTL INC Construction Contractor General Unused 12/31/1998 12/31/2001 Archived DIVC01`031L4 DIVCO INC Construction Contractor General Unused 6/24/1997 8/1/2003 Archived MACDOMR076oPMACDONALDMILLER RESIDENTIAL Construction Contractor General Unused 9/17/1993 12/30/1998 Archived DIVCOEC188LC DIVCO ENERGY CONTROL COMPANY Construction, Contractor General Unused 6/3/1982 5/26/1997 Archived MACDOM`248J9 MACDONALD MILLER CO Construction Contractor General Unused 4/29/1976 2/1/2002 Archived Business Owner Information Name Role Effective Date Expiration Date GOUGH, DAVID ANTHONY Director 12/29/2010 HOEL, STEPHANIE W Member 05/14/2010 SIMONDS, DERRICK R President 05/14/2010 WEBSTER, MARK E Vice President 05/14/2010 TURLEY, DOUGLAS Chief Executive Officer 02/13/2008 01/04/2011 TURLEY, DOUGLAS Chief Operating Officer 02/13/2008 01/04/2011 SIGMUND, FREDRIC President 12/31/2002 01/04/2011 HACK, RICHARD Secretary 02/13/2008 01/04/2011 KOPET, TYLER Treasurer 12/31/2002 01/04/2011 LOVELY, STEVE C Vice President 12/31/2002 01/04/2011 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 LIBERTY MUTUAL INS CO 023006951 12/11/2002 Until Cancelled $12,000.00 12/31/2002 Assignment of Savings Information No records found for the previous 6 year period httns://fortress.wa. aov/lni/bbin/Print.aspx 05/20/2013 cn 0 J:\723\4087 WF Southcenter PH 11 Equip Rep1\00\2 — Engineering\DWG\Shts\723408 UNIT NO. CU -4A ,, • CU -4B MFG & MODEL NO. TRANE CA -4008 TRANE CA -4008 NOM COOL TONS 40 40 EER/ ELECTRICAL - WT SEER j VOLT/PH -1-- FLA CONTROL : LBS 208/3 13.4 1 1540 208/3 13.4 1540 NOTES DEMO, 1,2 DEMO, 1,2 CU -5A TRANE CA -3008 i 30 CU -5B TRANE CA -3008 30 NOTES: 1. DEMO EXISTING UNIT AND ASSOCIATED AIR HANDLING UNIT. 2. PROPERLY DISPOSE OF EXISTING UNIT AND REFRIGERANT. 208/3 8.6 1250 DEMO, 1,2 208/3 8.6 1250 DEMO, 1,2 CKAGED GAS/ELEC AIR CONDITIONING UNITS HEDUI UNIT NO. NOM GAS HEA T MBH FAN OSA EER/ ! ELECTRICAL WT MFG & MODEL NO. TONS INPUT ; OUTPUT CFM ESP HP CFM SEER IPLV VOLT/PH 1 MCA LBS 50.0 350 1 283 19400 11.5 20.0 14900 10.3 10.5 460/3 j 125 5971 50.0 350 283 1 19400 ! 1.5 20.0 ': 4900 I 10.3 10.5 460/3 1 125 5971 RTU -4 TRANE YCH600B4 RTU -5 i TRANE YCH600B4 NOTES NEW, 1-5 NEW, 1-5 NOTES: 1. EC TO PROVIDE DISCONNECT AND REQUIRED POWERING WIRING. 2. FACTORY OPTIONS TO INCLUDE: - LOW MODULATING GAS HEAT - HORIZONTAL SUPPLY AND RETURN - BAROMETRIC RELIEF - 2" MERV 8 HIGH EFFICIENCY, THROWAWAY FILTER - 0-100% ECONOMIZER, REFERENCE ENTHALPY CONTROL W/ LOW LEAK FRESH AIR DAMPER - DISCHARGE TEMP CONTROL W/ VFD W/ BYPASS - SERVICE VALVES, VENTILATION OVERRIDE, HINGED SERVICE ACCESS, CONDENSER COIL GUARDS - LONTALK COMMUNICATION INTERFACE 3. FIELD TO INSTALL RETURN AIR SMOKE DETECTOR AND INTERGRATE TO SHUT DOWN UNIT UPON FIRE EVENT. 4. UNIT TO BE SUPPORTED PER STRUCTURAL ENGINEERS CALCS. 5. UNIT TO BE INTEGRATED WITH MALL ANDOVER CONTROLS. 6. PROVIDE ROOF CURB. ROOFING BY RAINER PACIFIC ROOFING UNIT NO. UNIT SERVED L-4 EF L-5 EF GREENHECK ESJ-202 MFG & MODEL NO. DIMENSIONS GREENHECK ESJ-202 16Wx16H CFM SP DROP FREE AREA 1300 0.224 1.09 1300 0.224 I 1.09 NUMBER OF SECTIONS 1 NOTES NEW 16Wx16H 1 NEW DAMPER .SCHEDULE SYMBOL DESCRIPTION -POWERED NOTES SYMBOL DESCRIPTION -NON POWERED NOTES 1 1/2 HOUR FIRE/SMOKE DAMPER: LOW VELOCITY, VERTICAL OR FSD-1.0. HORIZONTAL, 3-V BLADE,LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK 1,2 FD -1 ® 1 1/2 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL OR HORIZONTAL , 165° F FUSABLE LINK, BLADE IN AIR STREAM, GREENHECK DFD 150 TYPE A OR EQUAL. FSD 212 OR EQUAL. 1 1/2 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL 1 1/2 HOUR FIRE/SMOKE DAMPER: MEDIUM VELOCITY, VERTICAL 1,2 FD -2 ® OR HORIZONTAL, 165° F FUSABLE LINK, BLADE OUT OF AIR FSD-2 1 OR HORIZONTAL, AIRFOIL BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, STREAM, GREENHECK DFD 150 TYPE B OR EQUAL. GREENHECK FSD 312 OR EQUAL. 3 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL FD -3 © OR HORIZONTAL, 165° F FUSABLE LINK, BLADE IN AIR 3 HOUR FIRE/SMOKE DAMPER: LOW VELOCITY, VERTICAL OR 1,2 I STREAM, GREENHECK DFD 350 TYPE A OR EQUAL. FSD-3 O3 HORIZONTAL, 3V BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK 3 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL FSD 231 OR EQUAL. FD -4 • OR HORIZONTAL, 165° F FUSABLE LINK, BLADE OUT OF AIR STREAM, GREENHECK DFD 350 TYPE B OR EQUAL. 3 HOUR FIRE/SMOKE DAMPER: MEDIUM VELOCITY, VERTICAL 1,2 FSD-4 3 OR HORIZONTAL, AIR FOLD BLADE, LEAKAGE CLASS 1, 120V O ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, 1 1/2 HOUR DYNAMIC FIRE DAMPER: LOW VELOCITY, NARROWLINE, VERTICAL - FOR INSTALLATION BETWEEN 2 GREENHECK FSD 311 OR EQUAL. FD - 5 ® TRANSFER GRILLES IN A WALL ASSEMBLY, 165° F FUSABLE LINK, GREENHECK DFD -110 OR EQUAL. 1 1/2 HOUR TUNNEL CORRIDOR FIRE/SMOKE DAMPER: 1,2 FSD-5 1 LOW VELOCITY, 3V BLADE, LEAKAGE CLASS 2, 120V FD -4 CEILING RADIATION DAMPER: GREENHECK CRD -2 OR EQUAL. ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK CFSD 212-1 OR EQUAL. BACKDRAFT DAMPER: GREENHECK WD 330 (VERT) OR WD -100 BDD (HORIZONTAL) OR EQUAL. 1 1/2 HOUR OUT OF WALL FIRE/SMOKE DAMPER: LOW 1,2 FSD-6 1 VELOCITY, VERTICAL , 3V BLADE, LEAKAGE CLASS 2, 120V BAR BAROMETRIC RELIEF DAMPER: (.05 OPNG PRESSURE SHOWN) ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, RUSKIN CBD2. NO SUBSTITUTE ALLOWED. GREENHECK OF SD 212 OR EQUAL. VOLUME DAMPER: SHOP FABRICATED, W/LOCKING QUADRANT. SD -1 O SMOKE DAMPER: GREENHECK SMD 202 OR EQUAL. 1,2 SD -2 O SMOKE DAMPER: GREENHECK SMD 202 OR EQUAL. 1,2 MD -1 OM MOTORIZED CONTROL DAMPER -LOW VELOCITY GREENHECK VCD-23 OR EQUAL. 3 REVIEWED FOR PLIANCE CODEAPPROVED MD -2 OM MOTORIZED CONTROL DAMPER: MEDIUM VELOCITY AIRFOIL 4 AP BLADES GREENHECK VCD-33 OR EQUAL. MAY 2013 J SCD -1 SC SMOKE CONTROL MOTORIZED DAMPER: LOW VELOCITY 1,2a GREENHECK SMD 202 OR EQUAL. City of T ita SCD -2 SC SMOKE CONTROL MOTORIZED DAMPER: MEDIUM VELOCITY AIRFOIL BLADE, GREENHECK SMD 301 OR EQUAL. 1,2 BUILDING %VISION NOTES: 1. ACTUATOR BY MECHANICAL CONTRACTOR, WIRING BY ELECTRICAL CONTRACTOR 2. INTERLOCK OF SMOKE DAMPER TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR 3. CONTROL FROM LOCAL DETECTOR 4. CONTROL FROM DUCT DETECTOR 5. OPEN/CLOSED POSITION INDICATOR 6. DAMPER FAILS OPEN 7. DAMPER FAILS CLOSED DESCRIPTION BARE SHEETMETAL SOUNDLINE SHEETMETAL (1" LINING) SHEETMETAL WRAPPED W/ INSULATION (2") DESCRIPTION 14/12 ROUND SHEETMETAL WRAPPED W/ INSULATION (2") CLEANROOM QUALITY DUCTWORK BARE FLAT OVAL SHEETMETAL 14/12 C 14/12 BARE ROUND SHEETMETAL 120 FLAT OVAL FLAT SHEETMETAL W/ INSULATION (2") 14/124)-W EXPOSED QUALITY SHEETMETAL 14/12 Q DUCTBOARD (1" FIBERGLASS) 14/12 DB EXAMPLE OF NEW 14/12 EXAMPLE OF NOT IN CONTRACT (NIC) EXAMPLE OF DEMO XXXXXXXX x x x x x x x x FLEX DUCT EXAMPLE OF EXISTING 1 4/1 2 FLEX CONNECTOR ABBV FULL NAME ABBV FULL NAME ABBV FULL NAME A AC AFF AL BDD BOB BOD BOTT BTU BTUH BWG BWR C CAP CC CFM CHWR CHWS COMB CONN CWR CWS DB DIFF DMPR DN EC EGC EER ELEV EMS COMPRESSED AIR LINE AIR CONDITIONING UNIT ABOVE FINISHED FLOOR ALUMINUM BACKDRAFT DAMPER BOTTOM OF BEAM BOTTOM OF DUCT BOTTOM BRITISH THERMAL UNITS BRITISH THERMAL UNITS PER HOUR BOTTOM WALL GRILLE BOTTOM WALL REGISTER CONDENSATE CAPACITY CONTROLS CONTRACTOR CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY COMBUSTION CONNECT CONDENSER WATER RETURN CONDENSER WATER SUPPLY DUCT BOARD DIFFUSER DAMPER DOWN ELECTRICAL CONTRACTOR EGGCRATE ENERGY EFFICIENCY RATIO ELEVATION ENERGY MANAGEMENT SYSTEM ESP EXH EXTR FAC FD FLA FOB FOT FSD G GALV GC GPM GR GWB HG HP HWR HWS ID INT LIQ M -M MBH MC MCA MD MIN MT MUA NOM EXTERNAL STATIC PRESSURE EXHAUST EXTRACTOR FIRE ALARM CONTRACTOR FIRE DAMPER FULL LOAD AMPS FLAT ON BOTTOM FLAT ON TOP FIRE SMOKE DAMPER GAS LINE GALVANIZED GENERAL CONTRACTOR GALLONS PER MINUTE GRILLE GYPSUM WALL BOARD HOT GAS LINE HORSE POWER HOT WATER RETURN HOT WATER SUPPLY INSIDE DIMENSION INTERLOCK LIQUID LINE MACDONALD-MILLER ONE THOUSAND BTUH MECHANICAL CONTRACTOR MINIMUM CIRCUIT AMPACITY MOTORIZED DAMPER MINIMUM MOUNT MAKE-UP AIR NOMINAL OSA OBD OD RA REG REQ'D RIO SA SCD SD SL SM SP SS SSSC STL SUC SUSP T'STAT TC TOD TOS TV TWG TWR TYP UNO VD VFD 0 OUTSIDE AIR OPPOSED BLADE DAMPER OUTSIDE DIMENSION RETURN AIR REGISTER (GRILLE WITH DAMPER) REQUIRED ROUGH IN ONLY SUPPLY AIR SMOKE CONTROL DAMPER SMOKE DAMPER SOUND LINING SHEET METAL STATIC PRESSURE START/STOP SOLID STATE SPEED CONTROLLER STEEL SUCTION LINE SUSPENDED THERMOSTAT TEMPERATURE CONTROL TOP OF DUCT TOP OF STEEL TURN VANES TOP WALL GRILLE TOP WALL REGISTER TYPICAL UNLESS NOTED OTHERWISE VOLUME DAMPER VARIABLE FREQUENCY DRIVE VOLTAGE PHASE & DUCT DIAMETER 1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 2. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE AND STATE AND LOCAL CODES AND ORDINANCES. 3. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 2006 IMC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM. 4. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 5, DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, PER 2* WSEC. - DUCT WRAP, WHERE INDICATED, SHALL BE 1 1/2" 0.75 LB/CU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUM. FOIL VAPOR BARRIER (R-4.2 MIN.). SOUND LINING, WHERE INDICATED, SHALL BE 1" 1.5 LB/CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 6000 FPM (R-4.2 MIN.). - DUCT BOARD, WHERE INDICATED, SHALL BE 1" RIGID FRK FACED El 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT (R-4.3 MIN.). AIR DUCT (R-4.3 MIN.). 6. FLEX DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 1/2" FIBERGLASS INSULATION, AND NON -PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEX DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 12' IN LENGTH UNLESS NOTED OTHERWISE. 7. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1613 OF THE 2006 IBC. 8. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND FIRE/SMOKE DAMPERS WHERE INDICATED ON'F'LANS AI ID AS REQUIRED BY SECTION 716.5 OF THE 2006 IBC. PROVIDE CEILING FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.6.2 OF THE 006 IBC. INSTALL FIRE DAMPERS SMOKE DAMPERS AND FIRE/SMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND THE REQUIREMENTS OF THE CODE. 9. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 10. PROVIDE RETURN DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL NEW HEATING, COOLING, OR VENTILATION EQUIPMENT MOVING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION 606 OF THE 2006 IMC. POWER AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. 11. HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. MINIMUM ACCESS DOOR SIZE FOR VALVES AND DAMPERS TO BE 18" X 18". 12. HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE POWER WIRING WITH ELECTRICAL CONTRACTOR. 13. MOTORS. STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 14. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO BE PROVIDED TO THE BUILDING OWNER. RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM, INCLUDING SIZES, AND THE TERMINAL AIR AND WATER DESIGN FLOW RATES. 15. OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT INCLUDE: SUBMITTAL DATA, NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY, HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE OPERATIONAL NARRATIVE FOR EACH SYSTEM. 16. COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON STATE ENERGY CODE (WSEC) SECTION 1416 AND WITH LEED NC -2.1 FUNDAMENTAL BUILDING SYSTEMS COMMISSIONING AND ADDITIONAL COMMISSIONING. 17. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER 18. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING MUST OCCUR: - ALL VERTICAL JOINTS INSIDE THE SHAFT SHOULD BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC). - TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC). - ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHOULD BE CAULKED. FILLING WITH ROCK WOOL -OR FIRESAFING ("MONOCOAT") IS NOT ACCEPTABLE (BY GC). - ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING) SHOULD BE SEALED WITH FIRE CAULKING ON BOTH SIDES OF THE PENETRATION. - USE SECTION'909.5 OF THE 2006 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR SMOKE BARRIER CONSTRUCTION. - ALL DOORS MUST BE PROVIEDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM/SHAFT PRESSURE. 19. DAMPERS USED FOR OUTDOOR AIR INTAKE, EXHAUST, OR RELIEF SHALL HAVE THE FOLLOWING MAXIMUM -LEAKAGE RATES AT 1" W.G. (PER AMCA STANDARD 500): MOTORIZED DAMPERS:10 CFM/S.F. GRAVITY DAMPERS: 20CFM/S.F. (40 CFM/S.F. FOR DAMPERS SMALLER THAN 24" IN EITHER DIMENSION). 20. OUTSIDE AIR INTAKE, EXHAUST, AND RELIEF DAMPERS SERVING CONDITIONED SPACES MUST BE MOTORIZED (FAIL CLOSED) PER WSEC 1412.4.1, EXCEPT AS ALLOWED BY WSEC. 21. RETURN AIR SHAFTS TO BE CONSTRUCTED BY THE G.C. TO WITHSTAND A MINIMUM 20 PSF DIFFERENTIAL PRESSURE ACROSS THE WALL. DIFFERENTIAL PRESSURE IS BASED UPON THE MAXIMUM STATIC PRESSURE CAPABILITY OF FAN SYSTEMS SUBJECT TO AUTOMATIC DAMPER CLOSURE. 22. PRESSURIZATION SHAFTS SHALL BE CONSTRUCTED BY THE G.C. AS FOLLOWS: - SHAFTS SERVED BY PRESSURIZATION FANS RATED UP TO 1" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 10 PSF DIFFERENTIAL PRESSURE. - SHAFTS SERVED BY PRESSURIZATION FANS RATED BETWEEN 1-2.5" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 20 PSF DIFFERENTIAL PRESSURE. - FOR SHAFTS SERVED BY PRESSURIZATION FANS RATED ABOVE 2.5" STATIC PRESSURE, CONTACT MECHANICAL ENGINEER. NAME TITLE REV DATE NAME TITLE TM0.01 SCHEDULES & NOTES - HVAC TMO.SP SITE PLAN - HVAC TM2.03W WEST ROOF PLAN - HVAC TM4.01-4 PENTHOUSE 4 SECTION & PARTIAL PLAN & DEMO PLAN TM4.01-4R PENTHOUSE 4 PARTIAL ROOF PLAN TM4.01-5 PENTHOUSE 5 SECTION & PARTIAL PLAN & DEMO PLAN REV DATE APN# 359700-0245 LEGAL DESCRIPTION: INTERURBAN ADD TO SEATTLE POR OF NW 1/4 OF NE 1/4 OF SEC 26 & OF NE 1/4 OF NW 1/4 OF SEC 26 & OF SW 1/4 OF SE 1/4 OF SEC 23 & OF SE 1/4 OF SW 1/4 OF SEC 23 & OF INTERURBAN ADD TO SEATTLE & OF BROOKVALE GARDEN TRACTS & OF W H GILLIAM DONATION LAND CLAIM NO 40 - BEG SW COR OF SW 1/4 OF SE 1/4 OF SEC 23 TH N 89-40-24 W 217 FT TH N 0-19-36 E 150 FT TO TPOB TH S 89-40-24 E 151.60 FT TH N 0-19-36 E 72 FT TH S 89-40-24 E 406.80 FT TH S 0-19-36 W 182 FT TH S 89-40-24 E 179.20 FT TH N 0-19-36 E 366.84 FT TH S 87-25-13 E 253.52 FT TH N 0-19-36 E 208.77 FT TO BEG OF CURVE TO RGT 45 FT RAD TH ALG SD CURVE 45.96 FT TAP OF COMPOUND CURVE TH ALG CURVE TO RGT 122.35 FT RAD 63.68 FT TO SLY MGN OF TUKWILA PARKWAY TH S 88-40-00 W ALG SD SLY MGN 76.15 FT TO BEG OF CURVE TO RGT 1472.39 FT RAD TH ALG SD CURVE & SLY MGN 423.38 FT TH N 74-51-30 W 407.05 FT TO BEG OF CURVE TO LFT 552.62 FT RAD TH ALG SD CURVE & SLY MGN 185.63 FT TAP FR WCH THE TPOB BEARS S 0-19-36 W TH S 0-19-36 W 678.90 FT TO TPOB AKA PARCEL B OF CITY OF TUKWILA BDRY LN ADJ NO 87-8-BLA RECORDING NO 8712291101 REPLACE 2 PENTHOUSE BUILT UP UNITS WITH PACKAGED ROOFTOP AC UNITS SEPARATE PERMIT D FOR:REQUIRE (.Mecham Electrical rPtumbiing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS_ No changes shall made to theea cope of work without prior ap rov Tu,vila Building DIan submittal t ' d ray` includwill additional pluire a an review fees. and n►�y FILE COPY h Na hAi I���l Plan review approval is to errors and Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fidel Copy and is NO SCALE By c yor ING DIVISION RECEIVED CITY OF TUKWILA MAY 0 8 2013 PERMIT CENTER CO O CD o� coco rn < m �coo N � X -CO ii �o _o c rn > 5o o v N Dai 0 ti0_ E 0 v E U E co O) 0 (1) LL 0 0O Z .) EXPIRES: 07-06-14 REVISIONS: I - w Q oI O 1 to O N 0 0 w CL i< REVISIONS: ENGINEER: S AMANN CHECKED BY: B GEZON CAD: SSUED FOR CONSTRUCTION LAST REVISED: 05-03-13 DATE PLOTTED: 05-03-13 ISSUE DATE: S HARGROVE 05-03-13 DRAWING NUMBER: D-1240-7225117-00 SHEET NUMBER: TM0.01 A723\4057 WF Southcenter PH 11 Equip Rep1\00\2 It) tj ( 7' r / / / ///. / 7- / / / // i L < I 1 r H41 75 1 I I I i 1 1 i4/ 1 1Y 1 111 1 1 1 11<\ 11 1 1 1 ' 1 1 1 • ->/ ; ( - '±) RECEItiNG .., 7 7/ 7 77 AREA OF WORK --------- – – -----t-------_—____ _ _ ______„N ----, 1 -4_ O ,- --'' 7 41- AREA OF WORK \N. A 21 1 „" . . ; L I B 1 1 1/ I I I I no -FY E E E 1 4 1 I X 1 VT 0 . - r •.• 7 • zz zz zz zz zz zz /-; TACIT REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2013 City of Tukwila BUILDING DIVISION 0 RECEIVED CITY OF TUKWILA MAY 08 2013 PERMIT CENTER NTS ro LO ci c0 (/) 0 0 0 0 EXPIRES: 07-06-14 ENGINEER: S AMANN CHECKED BY: B GEZON CAD: S HARGROVE DRAWING NUMBER: D-1240-72251 SHEET NUMBER: IJJ REVISIONS: REVISIONS: 0 (/) 0 0 (/) Cf) LAST REVISED: 05-03-13 DATE PLOTTED: 05-03-13 ISSUE DATE 05-03-13 17-00 TMO.SP J:\723\4087 WF Southcenter PH 11 Equip Rep1\00\2 — Engineering\DWG\Shte\7234087TM2_03.dwg ,,.,..., t -ri ; (rn ...,_.., , I ,1 1 II Ti I II II ( 6 ) 1 8 ) 10 00.041kIN ,srkt,'••••0- 11 (-11 ( 1311 .1 11 II I I I I 11 ( 14 ) 15 " rs, --r-- D E TAR„„ 1 RODF PENETRA:10N--, ( PR/E 19) ( 20 . . (23 ) (24j 1 25 ) ! 26 ) r-;" D-6.. „ 1 111i,J 11; 27) 28 ( 29 ) 300 I LV ( 31 I DETAIL ROOF ( 32 ) 34) 35; / • .1 36 41 ( /7 \ G BON M4IRCHE • BLOCK I • - . D- 6 BLOCK ) F ! v L_ L I 5 '7772,..„•,, EXPAN.-\ Jaw \ I dr,- FXISTINC • BON MA,RnHE 0 / 3," .VTR - 4" VTR 11 / f PR /RH;.-9 EXPANSION iJOINT Or. 38) )39 ) 4O) • 5 D- 1:7 I DE-i.A.L r \ 42) 1 ;7 1 r( ' I 7 PAD Ll I FUTURE BLOCK BLOCK BLOCK K L (--"\ M ) 6" EY N. JOINT C.;!\ MAIN BY / - \A SH. NA1UR',L GAS F IR CONT. SgE DWG. M- SEE „ \ N GAS METE. BY W.N.G.0 0. 3040 MBH. li (Iv YPICA D- PENTHOU$E .5 SEE DWG. I 'M4.01-5 BLOCK " Q ( R E-1 RELIEF I-1 !OD BLOCK VENT TO XXX ST iNjj0 XXX BY GENL. CON T MEC C01TR. GAS TO CORRIDOR , F XX XX RO F. t," VTR 496 MBH PR/RH-8 R/RH- DE AIL DETAIL GAS METER 932. MBH DETAIL 005 PENET M-25 1 (SAN. JINT (- DETAIL 21 ROOF P NETRA I IN PR/RH-5 0 1-2, PR/E 41" \ V.T 3" V.T.R. 1 PR/E- PR/T-8 5" 0-6 PR/E-1fl 3" 0-6 6" D-6 PR/RH-4 CONCRE WALKWAY PIPE SUPPORT (TYPICAL) Y 3" VTR 21/2" VTR MECH. UNIT AREA 1 BLOCK EQUIP ROOF NO.9 / 3" D-6;Ag / PENTHOU$E .5 SEE DWG. I 'M4.01-5 BLOCK " Q ( R E-1 RELIEF I-1 !OD BLOCK VENT TO XXX ST iNjj0 XXX BY GENL. CON T MEC C01TR. GAS TO CORRIDOR , F XX XX RO F. t," VTR 496 MBH PR/RH-8 R/RH- DE AIL DETAIL GAS METER 932. MBH DETAIL 005 PENET M-25 1 (SAN. JINT (- DETAIL 21 ROOF P NETRA I IN PR/RH-5 0 1-2, PR/E 41" \ V.T 3" V.T.R. 1 PR/E- PR/T-8 5" 0-6 PR/E-1fl 3" 0-6 6" D-6 PR/RH-4 CONCRE WALKWAY PIPE SUPPORT (TYPICAL) Y 3" VTR 21/2" VTR MECH. UNIT AREA 1 BLOCK EQUIP ROOF NO.9 MAC -10 SCRE ED OPENING FUTURE BLOCK L ROO P_AN-W SCAL: /32"= 1 ' ISI AL- OP) SA UP RA UP ROOFT P EQUI (BY OT4ES, L_2) MINIUM iumuumble. GI) 2 2i 4IYP 6 000, (8 TYP o I FC2 �t31 _ -F-UTU FC2 ROOFTOP EQU (BY OTHERS, FRE/C3 NA* ROOF P EQUIPMENT (BY OTHERS, -HP) 1 1214 TYPE VENT DN 191111E5ILL44;10 r;i1 nEF -AIR 03J Hill JilUti LD12 -75 ELEV (4 TYP) 2bx2 F 2335 TENAN4 ^ *0 oP 'EQUIPMENT - (BY THERS, C-5 I MAC -6 1- ,, 'fD2-7O LAC -2I MAC -7E ND R DN RS A 0 RL UP MECF ,,IEA FC4 ) FRE -F4 TEN ROOFTOP (BY ()THE , TYP) RS AND RL . DN - MA A •-;5., CLL -1_ FUTURE DUCT ROU EXP SED -ON- • 00F„- (BY •THERS P F T RE R1 TENANT sO• • or IP LI p,3-imag.„ EF -30 ON ROOF 0 LOV, ER ROOF FU RE FC5 TENANT RO FTOP EQUIPMENT (BY OTHERS, TYP) FUTJRE R3 TENANT R0FT0P EQUIPMENT (8 OTHERS, PIP LOW R OFEN TERRA 0 - Friday. May 03, 2013 3:58:42 PM REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 7 2013 City of Tukwila BUILDING DIVISION WA Lic No: MACDOFS980RU EXPIRES: 07-06-14 UJ REVISIONS: 0 1— UJ 1 1 1 1 1 1 1‹ RECEIVED CITY OF TUKWILA MAY 0 8 2013 PERMIT CENTER EDN 1/32" = 1'-0" ENGINEER: S HARGROVE CHECKED BY: B GEZON CAD: S HARGROVE DRAWING NUMBER: TIAL PLAN REVISIONS: 0 0 0 0 LAST REVISED: 05-03-13 DATE PLOTTED: 05-03-13 ISSUE DATE: 05-03-13 D-1240-7225117-00 SHEET NUMBER: TM2.03W 3" D-6;Ag 3" 0-6 I 1 111116M10-6-1 griaira ME 3" ! I , — , 1 1 Tao tam 1, MAC -10 SCRE ED OPENING FUTURE BLOCK L ROO P_AN-W SCAL: /32"= 1 ' ISI AL- OP) SA UP RA UP ROOFT P EQUI (BY OT4ES, L_2) MINIUM iumuumble. GI) 2 2i 4IYP 6 000, (8 TYP o I FC2 �t31 _ -F-UTU FC2 ROOFTOP EQU (BY OTHERS, FRE/C3 NA* ROOF P EQUIPMENT (BY OTHERS, -HP) 1 1214 TYPE VENT DN 191111E5ILL44;10 r;i1 nEF -AIR 03J Hill JilUti LD12 -75 ELEV (4 TYP) 2bx2 F 2335 TENAN4 ^ *0 oP 'EQUIPMENT - (BY THERS, C-5 I MAC -6 1- ,, 'fD2-7O LAC -2I MAC -7E ND R DN RS A 0 RL UP MECF ,,IEA FC4 ) FRE -F4 TEN ROOFTOP (BY ()THE , TYP) RS AND RL . DN - MA A •-;5., CLL -1_ FUTURE DUCT ROU EXP SED -ON- • 00F„- (BY •THERS P F T RE R1 TENANT sO• • or IP LI p,3-imag.„ EF -30 ON ROOF 0 LOV, ER ROOF FU RE FC5 TENANT RO FTOP EQUIPMENT (BY OTHERS, TYP) FUTJRE R3 TENANT R0FT0P EQUIPMENT (8 OTHERS, PIP LOW R OFEN TERRA 0 - Friday. May 03, 2013 3:58:42 PM REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 7 2013 City of Tukwila BUILDING DIVISION WA Lic No: MACDOFS980RU EXPIRES: 07-06-14 UJ REVISIONS: 0 1— UJ 1 1 1 1 1 1 1‹ RECEIVED CITY OF TUKWILA MAY 0 8 2013 PERMIT CENTER EDN 1/32" = 1'-0" ENGINEER: S HARGROVE CHECKED BY: B GEZON CAD: S HARGROVE DRAWING NUMBER: TIAL PLAN REVISIONS: 0 0 0 0 LAST REVISED: 05-03-13 DATE PLOTTED: 05-03-13 ISSUE DATE: 05-03-13 D-1240-7225117-00 SHEET NUMBER: TM2.03W Q } Friday, May 03, 2013 3:58:51 PM 17 (E) PAD x IXXXXXXxxxXXXXX• XX"xxxx)_x SCALE: 1 /4"=1 '-0" XXXXXXXXXXXX REMOVE (E) DECOMMISSIONED BOILER & PIPING IN PENTHOUSE. B-4 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x X x x x x X x x x x x x x x x x X X x x X x X x x x x x x X x X x x x x x x X x X x x x x S -CT O N A —A SCALE: 1 /4"=1'-0" P� r 28 "--r2 (E) PAD — 11" • • • • • • • • • • • • • • • • • • • • • • • • • • SEE STRUCTURAL CALCSI & DETAILS • • • • • • • • • RTU -4 - SUPPLY RETURN SEE GAS CONNECTION DETAIL • I • I • • ' I • J . (n . . . x r' I 1 1'-0" 0 a —1/2" NG BLOCK OFF LOUVER OPENING. PROVIDE 16X16 LOUVER IN FILLED IN AREA PROVIDE NEW 2" EARTHQUAKE SHUT—OFF VALVE. (E) NG METER PROVIDE NEW HOSE BIB ON EXTERIOR OF PENTHOUSE OFF OF BOILER MAKE UP WATER LINE. FIELD TO CONFIRM FINAL HOSE BIB LOCATION. D -NT Io u S - PLAN SCALE: 1 /4"=1'-0" REVIEVVED FOR CODE COMPLIANCE OMLIACE APPROVED MA`( 11 2013 City of Tukwila BUILDING DIVISION L SICTIO\ L 1 A—A SCALE: 1 /4"=1 ' -0" MA _L SYST -N J DECOMMISSION AND LEAVE (E) BOILER IN PLACE. FINAL UNIT HEIGHT TO BE DETERMINED BY STRUCTURAL REQUIREMENTS. FIELD TO PROVIDE OFFSET AS REQUIRED. t 3 87 RECEIVED CITU OF TUKWILA MAY 0 8 2013 PE :11,1IT CENTER c.0 I•••• rn(0 < • o N N co u)o W0 c > 0 r~ c0 L Q Q) N ❑ N 0 E U 4) E U Cid E co 0) 0 U) 0 0 z .0 J EXPIRES: 07-06-14 W 0 vi z 0 7) 1 1 1 1 1 1 1 r,21 I) o 0 0 0 Z W W U ct W Z W W � ~ = Z W Oa D �w W N �- W u) (/) Q a.W 0 0 O_ w REVISIONS: z 0 U (/) z 0 U 0 LL 0 W v J c� ENGINEER: LAST REVISED: S HARGROVE 05-03-13 CHECKED BY: B GEZON DATE PLOTTED: 05-03-13 CAD: ISSUE DATE: S HARGROVE 05-03-13 DRAWING NUMBER: D-1240-7225117-00 SHEET NUMBER: TM4.O1 -4 cn To•0 N m 0 D rn c m w 0 2 0. c w x a m 0 0 U t 0 0 3 030 v Friday, May 03, 2013 3:58:53 PM 36X14SL DEMO AND REPLACE DUCT ON I ROOF. FIELD TO CONFIRM DIME.ISIONS 24X21 SL OSA & RELIEF HOODS FIELD 28X26SL FIELD VERIFY POC DEMO AND REPLACE DUCT ON ROOF. FIELD TO CONFIRM DIMENSIONS 28X16SL REVIEWED FOR CODE Cp OVEDNCE AP MAY 172013 City of Tukwila BUILDING DIVISION SHUT OFF VALVE--\ fionmommotomi— RTU FLEX CONN AND UNION DIRT LEG INCOMING FROM METER \ ROOF/ ROOFTOP GAS CONNECTION DETAIL N.T.S. o 97 RECEIVED CITY OF TUKWILA MAY 0 8 2013 PERMIT CENTER 4 L w CD� . ,.... , N- O a(0Ct co Qj O 0) • N E (n (a X o LL CO LL 2 0 p Q 0 Q r' Q,• c.e. V r.., U • 0 J a, N N - O 2 tia EXPIRES: 07-06-14 REVISIONS: REVISIONS: z 0 U z 0 U. 0 LL 0 W (/) ENGINEER: LAST REVISED: S HARGROVE 05-03-13 CHECKED BY: B GEZON DATE PLOTTED: 05-03-13 CAD: ISSUE DATE: S HARGROVE 05-03-13 DRAWING NUMBER: D-1240-7225117-00 SHEET NUMBER: TM4.01-4R x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x < X X x x x x x x x X x X x x X X X X X X x X x x X X X X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x \o5 D A\ SCALE 1/4"=1'-0" S C B3 SCALE %'=1'-0" Friday, May 03. 2013 3:58:56 PM f �l SEE GAS CONNECTION DETAIL SEE STRUCTURAL CALCS & DETAILS REVIEINED FOR CODE COMPLIANCE AP MAY 172013 City of TulQ NUa BUILDING DIVISION / 3'-8" (E) PAD RETURN SUPPLY RTU -5 7'_ „ 80x 32x66SL ' 4 r 525c66SL' >c J J a T M x265L BLOCK OFF LOUVER OPENING. PROVIDE 16X16 LOUVER IN FILLED IN AREA L-5 0.5 D A\ SCALE 1,4"=1'-0" 26x8OSL FINAL UNIT HEIGHT TO BE DETERMINED BY STRUCTURAL REQUIREMENTS. FIELD TO PROVIDE OFFSET AS REQUIRED. 26x8OS 46x8OSL —1/2" NG PROVIDE NEW 2" EARTHQUAKE SHUT—OFF VALVE. (E) NG METER SM TO PROVIDE CAP FOR DEMO'D FLUE OPENING PROVIDE NEW HOSE BIB ON EXTERIOR OF PENTHOUSE OFF OF BOILER MAKE UP WATER LINE. FIELD TO CONFIRM FINAL HOSE BIB LOCATION. SECT O\ B—E3 SCALE 1/4"=1 '-0" A K L B D H1 G2 KEY PLAN F MALL SYST v Mt3o 87 #5 RECEIVED CITY OF TUKWILA MAY 0 8 2013 PERMIT CENTER 4 CO 01 O N- • N- CO O O < Qj O N ( x N LL O 7 co C � • O a'o ti .o 0 N CJ ai - 0 NCL www.macmiller.com 1 1 1 1 1 1 1 1 I I I MI r) 0 Lo 0 V) 0 0 1 IJJ 0_ 1 l< WA Lic No: MACDOFS980RU EXPIRES: 07-06-14 w 0 ENGINEER: REVISIONS: LLI 0 REVISIONS: LAST REVISED: S HARGROVE 05-03-13 z 0 0 cc z 0 U 0 LL 0 w O) (f) CHECKED BY: B GEZON DATE PLOTTED: 05-03-13 CAD: ISSUE DATE: S HARGROVE 05-03-13 DRAWING NUMBER: D-1240-7225117-00 SHEET NUMBER: TM4.O1 -5 GENERAL REQUIREMENTS Owner Responsibility The owner shall retain a Special Inspector to perform the special inspection requirements required by the building official and as outlined in the Special Inspection section below. Summary of Work Project consists of new construction as shown on these Contract Documents used in coordination with the Architectural and other discipline's documents. Drawings indicate general and typical details of construction. Typical details and general notes shall apply even if not specifically denoted on plans, UNO. Where conditions are not specifically indicated similar details of construction shall be used, subject to review and approval by the Architect and the SER. Governing Code All design and construction shall conform to the 2009 International Building Code and local jurisdiction amendments. Reference to ASTM and other standards shall refer to the latest edition designated by IBC Chapter 35. Refer to the specifications for information in addition to that covered by these structural notes and drawings. Definitions The following definitions are used throughout these structural notes: IBC - Governing code including local amendments SER - Structural Engineer of Record per these Contract Documents UNO - Unless otherwise noted Warranty The SER has used that degree of care and skill ordinarily exercised under similar circumstances by members of the profession in this locale and no other warranty, either expressed or implied, is made in connection with rendering professional services. DESIGN CRITERIA Building Category Importance factors for seismic are listed with the loading criteria. Live Loads Miscellaneous: Mechanical equipment weights furnished by manufacturer Lateral Loads - Earthquake Numbering below is per IBC Section 1603.1.5: 1. Importance Factor = 1.0 2. Mapped Spectral Response Accelerations, SS = 1.425 g; 51 = 0.488 g 3. Site Class = D; FA = 1.0, FV = 1.512 4. Spectral Response Coefficients, SDS = 0.950 g, SD1 = 0.492 g 5. Seismic Design Category = D 7. Design Base Shear = 1.8 kips 9. Response Modification Factor R = 2.5 10. Analysis Procedure = Equivalent Lateral Force Procedure (Modal Response Spectrum Analysis, Seismic Response History Procedures, Simplified Design Procedure) Additional Items: Building Location: 47.45° N, 122.26° W SHOP DRAWINGS & SUBMITTALS Shop Drawing & Submittal Review (including Deferred Structural Components) The contractor must review and stamp the shop drawings & submittals for review. SER will only review submittals for items shown on SER documents. Submittals for Deferred Structural Components will receive cursory review by SER for loads imposed on primary structure. SER will review shop drawings for general conformance with design concept of the project and general compliance with the information given in the Structural Contract Documents. Review of submittals does not constitute approval or acceptance of unauthorized deviation from Contract Documents. Corrections or comments made on shop drawings during this review do not relieve contractor from compliance with the requirements of the plans and specifications. Contractor responsible for: • Reviewing, approving, stamping and signing submittals prior to submittal to Architect and SER • Timing submittals to allow two weeks of review time for the SER and time for corrections and/or resubmittal • Conformance to requirements of the Contract Documents • Dimensions and quantities • Verifying information to be confirmed or coordinated • Information solely for fabrication, safety, means, methods, techniques and sequences of construction • Coordination of all trades Resubmittals shall be clouded and dated for all changes to the submittal. Only clouded portions of resubmittal will be reviewed and SER's review stamp applies to only these areas. Substitutions Substitutions shall be submitted in writing prior to submittal of shop drawings. Shop drawings bearing substitutions will be rejected. Submit engineering data to substantiate the equivalence of the proposed items. The SER's basic services contract does not include review of substitutions that require re-engineering of the item or adjacent structure. Nor does the SER's contract cover excessive review of proposed substitutions. The fees for making these reviews and/or redesign shall be paid by the contractor. Reviews and approvals shall not be made until authorization is received. Submittals Shop drawings and material submittals shall be submitted to the Architect and SER prior to any fabrication or construction for the following structural items. Submittals shall include one reproducible and one copy; reproducible will be marked and returned. If deviations, discrepancies, or conflicts between shop drawings submittals and the contract documents are discovered either prior to or after shop drawing submittals are processed by the SER, the Contract Documents control and shall be followed. • Fabrication shop AISC Certification • Structural steel mill certificates shall be available upon request • Structural steel shop and erection drawings • Welding Procedure Specifications Structural General Notes CONTRACTOR EXECUTION REQUIREMENTS Contractor shall verify all dimensions and all conditions at the job site, including building and site to shall be All me. r s conditions before commencing work, and be responsible for adiscrepanciesreported the Architect before proceeding with work. Any errors, ambiguities and/or omissions in the contract documents shall be reported to the Architect immediately, in writing. No work is to be started before correction is made. Contractor shall verify and/or coordinate all dimensioned openings and slab edges shown on the contract documents. Some dimensions, openings and embedded items are shown on the structural drawings. Others may be required. Refer to architectural drawings for size and location of curbs, equipment pads, wall and floor openings, architectural treatment, embeds required for architectural items and dimensions. Refer to mechanical, plumbing, electrical and fire protection drawings for size and location of all openings for ducts, piping, conduits, etc. Submit openings to architect for review. Contractor initiated changes shall be submitted in writing to the Architect for review and acceptance prior to fabrication or construction. Changes shown on shop drawings only will not satisfy this requirement. The contractor shall provide temporary bracing as required until all permanent connections and stiffening have been installed. The contractor is responsible for the strength and stability of all partially completed structures including but not limited to concrete or masonry walls, steel framing and erection aids. The contractor shall at his discretion employ the aid of a licensed structural engineer to design all temporary bracing and shoring necessary to complete the work described in these contract documents. The contractor shall be responsible for all required safety standards, safety precautions and the methods, techniques, sequences or procedures required in performing his work. For concrete construction refer to IBC 1906.2 "Removal of Forms, Shores, and Reshores". The contractor shall coordinate with the building department for all building department required inspections. Do not scale drawings. Use only field verified dimensions. When electronic plan files are provided for the contractor's detailing convenience, it shall be noted that the electronic files are not guaranteed to be dimensionally accurate. The contractor uses them at his own risk. The published paper documents are the controlling Contract Documents. Electronic files of detail sheets and notes will not be provided. Contract Documents and any materials used in preparation of them, including calculations, are the exclusive property of the SER and can be reproduced only with the permission of the SER. STRUCTURAL STEEL Reference Standards Steel construction shall conform to the latest editions of the AISC Specifications and Codes. "Specification for Structural Steel Buildings" ANSI/AISC 360 (latest edition), "Specification for Structural Joints Using ASTM A-325 or A-490 Bolts" AISC 348 (latest edition) and "Code of Standard Practice for Steel Buildings and Bridges" AISC 303 (latest edition) amended by the deletion of paragraph 4.4.1. Structural Steel Members Structural Steel shall conform to the following requirements (unless otherwise shown on plans): Type of Member ASTM Specification Fy Rolled Wide Flange Shapes Plates, Channels, Angles Square & Rectangular HSS Section Flat Circular Washers Square or Rectangular Beveled Washers Hex Nuts Common Bolts A 992 A-36, Grade 36 A-500, Grade B F-436 F-436 A-563 A-307, Grade A 50 ksi 36 ksi 46 ksi Welding All welding shall be in conformance with AISC and AWS standard and shall be performed by AWS/WABO certified welders in accordance with AWS D1.1. Only Prequalified welders, as defined by AWS, shall be used. Shop drawings shall show all welding with AWS D1.4 symbols. Welds shown on the drawings are the minimum sizes. Increase weld size to AWS minimum sizes, based on plate thickness. Minimum welding shall be 3/16" UNO. All welds shall be made using low -hydrogen electrodes with minimum tensile strength of 70 ksi and a Charpy V -Notch (CVN) toughness of at least 20 foot-pounds at -20° Fahrenheit. Low hydrogen SMAW electrodes shall be used within 4 hours of opening their hermetically sealed containers, or shall be re -dried per AWS D1.1. Electrodes shall be re -dried no more than one time, and electrodes that have been wet shall not be used. Welding procedures shall be submitted to the owner's testing agency for review prior to commencement of fabrication or erection. All complete -penetration welds shall be ultrasonically tested upon completion of the connection except plate less than or equal to 1/4" thick shall be magnetic particle tested. Complete penetration welds on plates less than or equal to 1/4" shall be magnetic particle tested. Reduction in testing shall be made in accordance with the Building Code and with approval from the SER. Field welds shown are engineer's recommendations. Contractor is responsible for actual welds used to support specified means and methods of erection. Welding Galvanized Steel Welding of galvanized steel shall conform to AWS specification D-19.0. Welded areas of galvanized steel shall be touched up in conformance with ASTM A-780. Finishing The terms finish, finish column, finishing, milled, milled surface or milling are intended to include surfaces which have been accurately sawed or finished to a true plane as defined by AISC. Grind surface value equal to or less than 1,000 as defined by ANSI B46.2 (4 -inch and thinner). Shop Painting All steel to be shop primed. Steel fire proofed or encased with concrete need not be painted. All other steel shall be given one coat of shop paint, in accordance with Section 1.24 of the AISC "Specification" and Section 6.5 of the AISC "Code", unless noted otherwise. The surface preparation of the structural steel prior to painting shall be in accordance with the specific paint manufacturer's published recommendations. Structural joints and faying surfaces which are to be connected by means of welds or bolts shall not be painted until all welds and bolts are installed, inspected and approved. Paint shall be held back 3"from the faying surface or the joint to be welded. Steel Coatings and Protection Coatings and protection (weather, fire, corrosion, etc.) shall be as specified by the architect. Galvanized steel members shall conform to ASTM A-123 and galvanized steel hardware shall conform to ASTM A-153. Guidelines outlined in ASTM A-384 shall be followed in order to safeguard against warping and distortion during hot -dip galvanizing of steel, assemblies. Steel anchors and ties embedded in concrete and masonry shall be left unpainted. Base Plates and Anchor Rods All steel base plates with oversized holes shall be provided with 1/2" x 3" x 3" plate washers, with standard holes, UNO. Anchor rod placement tolerances per AISC. Typical, Unless Noted Otherwise in Drawings INSPECTIONS Inspections by Building Official The building official, upon notification, shall make structural inspections as required by local ordinance. r The inspection by the building official per IBC Section 109.will be separate from and in addition to the special inspection and structural observation mentioned subsequently. Special Inspections A Special Inspector shall be hired by the owner to perform the following special inspections per IBC Section 1704. See the specifications for additional requirements for special inspection and testing. The architect, structural engineer, and building department shall be furnished with copies of all inspection reports and test results. Special Inspections and Testing in accordance with IBC Chapter 17 are required for the items indicated in the tables on this sheet. Special Inspection and Testing Reports, in accordance with IBC Section 704.1.2, shall be submitted to the architect, engineer, contractor, building official, and owner. See IBC Chapter 17: "Structural Tests and Special Inspections" for more detailed requirements. STRUCTURAL STEEL Verification and Inspection Frequency Referenced Standard IBC Reference Continuous Periodic INSPECTION OF FABRICATORS 1704.2 MATERIAL VERIFICATION OF STRUCTURAL STEEL: IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. ASTM A6 or A568 1708.4 MANUFACTURERS' CERTIFIED MILL TEST REPORTS. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. RISC 360: A3.5 MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. INSPECTION OF WELDING STRUCTURAL STEEL: SINGLE—PASS FILLET WELDS S 5/16".' X AWS D1.1 1704.3 Special Inspection Table S1.01 Structural General Notes S2.01 Framing Plans & Details Sheet Index REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2013 City of Tukwila BUILDING DIVISION 130 87 RECEIVED CITY OF TUKWILA MAY 0 8 2013 PERMIT CENTER Engineer's Stamp E 0 U 0) Ln Ln O O Project Title CU W V 0 4u N LI— en W CD Project Information CT W CO00 rl 00 Ol C6 Project No. Checked By Issue 13-065 PAO Permit Set Sheet Title 05-02-2013 Structural General Notes Sheet Number S1.01 Penthouse 5 Framing Plan SCALE: 1/4" = 1'-0" Atik BOT OF IV STEEL LOCATE PLATES ABOVE (E) JOISTS (4 LOCATIONS) Ak TOP OF SLAB 5 (E) JOIST 12" MAX ELI (E) JOIST BELOW NOTE: CONTRACTOR MUST VERIFY ELEVATION AT TOP OF (E) SLAB WITH ENGINEER PRIOR TO FABRICATION. Connection at (E) Housekeeping Slab 6" MIN NTR TO VERIFY U ct 0 (2) WO A307 BOLTS AT GAGE, STAGGERED (1) EA SIDE OF BEAM 111-1 STEEL STEEL %x6" TOP OF (E) SLAB (E) CONCRETE PAD MECHANICAL UNIT ON WF BEAMS FOR LOCATION AND DIMENSIONS SEE MECHANICAL UNIT ATTACHMENT TO WF BEAMS BY OTHERS xs V 3'-0" MAX C I (E) 1611S = 3' -fl" OC I N L. -7i F e s 4----- W10x'2 ,.: E_ fi — H - 4xx BELT 4 BELOW — 10 2AB� S2.0 gg% 4 Penthouse 4 Framing Plan SCALE: 1/4" = 1'-0" W10 PER PLAN 2"0 STD PIPE HSS PER PLAN 6" MIN DETAIL 5A (E) METAL DECK TOP OF (E) SLAB 316 346 C 2" "" 2 2 y (E) CONCRETE PAD MECHANICAL UNIT ON WF BEAMS FOR LOCATION AND DIMENSIONS SEE MECHANICAL UNIT ATTACHMENT TO WF BEAMS BY OTHERS (2) Y"0x1" HILTI HUS EZ SCREW ANCHORS R Yx4" AS SHOWN (SHIM AS REQD) DETAIL 5B SCALE: 1-1/2" = 1'-0" BOT OF 1-1 STEEL �j TOP OF Y (EY -SLAB (E) GIRDER NOTE: 12" MAX " MAX 1 CONTRACTOR MUST VERIFY ELEVATION AT TOP OF (E) SLAB WITH ENGINEER PRIOR TO FABRICATION. Connection over (E) Joist SCALE: 1-1/2" = 1'-0" CV w • c o �(� zwo Q � V TOP OF (E) SLAB (2) 3"O A307 BOLTS AT GAGE, STAGGERED (1) EA SIDE OF BEAM BOT OF 111-1 STEEL Y8x6" 3'-0" MAX )1' " n" 2" 2" sV r 1 W10 PER PLAN 2"0 STD PIPE HSS PER PLAN ALIGN HSS OVER (E) GIRDER BELOW DETAIL 9A (E) METAL DECK TOP OF '11Y (E)SLAB ALIGN HSS OVER (E) GIRDER BELOW DETAIL 9B HSS PER PLAN (2) #12 SCREWS EA SIDE OF HSS R Yx4" AS SHOWN (SHIM AS REQD) (E) METAL DECK REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2013 City of Tukwila I BUILDING DIVISION 4'-6" MAX (2) WO A307 BOLTS AT GAGE, STAGGERED (1) EA SIDE OF BEAM BOT OF IV STEEL %x6" 6" MAX (E) JOIST r -W10 PER PLAN 2" 2" 2" 2" TOP OF ITIFF(E) SLAB (E) METAL DECK (E) JOIST BELOW 12 x6V 6" M 2"0 STD PIPE Connection over (E) Joist HOUSEKEEPING SLAB LOCATE PLATES ABOVE (E) JOISTS (5 LOCATIONS PER HSS) SCALE: 1-1/2" = 1'-0" RECEIVED CITY OF TUKWILA MAY 0 8 2013 PERMIT CENTER GHT OPSAHL 0 z J rn w z z w 1 O 1- (.) U Engineer's Stamp Lo N 0 O N Project Title C E c a) 4)0 0 co - 0_ cuCa o cc 2 00 (1) ,,—, a_ 0000 oo cu 4uJ N 0 Q cr= �� a--' 4) o r� (1) • _C Cr 000 >..LJ.J Ni I - Project Information Project No. Checked By Issue 13-065 PAO Permit Set Sheet Title 05-02-2013 Framing Plans & Details Sheet Number S2.01