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Home My WebLink AboutPermit M07-267 - WESTFIELD SOUTHCENTER MALL - KAY JEWELERSKAY JEWELERS 667 SOUTHCENTER MALL M07 -267 Parcel No.: 6364200010 Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Cityf Tukwila 667 SOUTHCENTER MALL TUKW Value of Mechanical: $20,000.00 Type of Fire Protection: KAY JEWELERS 667 SOUTHCENTER MALL , TUKWILA WA WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA MARTHA MARTIN 1327 POST AVE SUITE H , TORRANCE CA Contractor: Name: SULLIVAN HEATING & COOLING INC Address: 950 WESTHILLS BL , BREMERTON WA Contractor License No: SULLIHC063QT DESCRIPTION OF WORK: HVAC SYSTEMS FOR NEW TENANT IMPROVEMENT Furnace: <100K BTU > 100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us MECHANICAL PERMIT EOUIPMENT TYPE AND OUANTITY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *continued on next page ** Permit Number: M07 -267 Issue Date: 05/15/2008 Permit Expires On: 09/01/2008 Phone: Phone: 310- 328 -6300 EXT 104 Phone: Expiration Date: 12/27/2008 Fees Collected: $384.83 International Mechanical Code Edition: 2006 Boiler Compressor: 0-3 HP/100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 doc: IMC-10 /06 M07 -267 Printed: 05 -15 -2008 Permit Center Authorized Signature: Signature: Print Name: doc: IMC -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us (24i74 Permit Number: M07 -267 Issue Date: 05/15/2008 Permit Expires On: 09/01/2008 L) Date: t S `'Og I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulatinc construction or the performance 9f�work. I auth Ariztf d to sign and obtain this mechanical permit. Date: M41 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 suspende or abandoned for a period of 180 days from the last inspection. M07 -267 Printed: 05 -15 -2008 Parcel No.: 6364200010 Address: 667 SOUTHCENTER MALL TUKW Suite No: Tenant: KAY JEWELERS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 11: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M07 -267 ISSUED 12/07/2007 05/15/2008 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: 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. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 9: 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. 10: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 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 #2051) 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) M07 -267 Printed: 05 -15 -2008 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 16: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 17: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 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 #2051) (IFC 104.2) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 20: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** M07 -267 Printed: 05 -15 -2008 F Vr' City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 - 3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: 'G -�r /' V Ce46 �� A_ r ✓J Print Name: �j doc: Cond -10/06 Date: //7.4 /sr M07 -267 Printed: 05 -15 -2008 E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 h ip: u u u . ci.lukwilet. tra us to 47 Name:Ma Ma r'h r Mailing Address: 2b90 nit c.1 i c Ave • Q' WppbcatiofuTotma- Appliwtion.On Line \3-2006 • Penult Apphcaoon.doc Revised: 9.2006 66 Building Permit No. • - Mechanical Permit No. Plumbing/Gas Permit No. TG. () %- 37 Public Works Permit No. ?(Y1 (Par office use onl; 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: \Gld'�'YK.IL n 1� r Y Tenant Name: IFoky .letuou rs Property Owners Name: VJe3tflet d COY p Mailing Addressl2ib 'Aa1r It tool W l l sh) P King Co Assessor's Tax No.: (03 to e ( 0 Suite Number. 15O 1. I., oor: New Tenant: Yes ❑ .. No Blvd . Los AhgetQ.s City CA- coo 9S State Zip CONTACT PERSON'- who dope c when your permit is ready to be boated Mailing Address:1321 S j' ANVP . cSL l +e 5 M GENERAL: CONTRACTOR. R . F'OkMA` `1OIti1 -- (('ontrsi Information for Mechanical (p '4) forL1wnhin anti Gas Piping tog 5)) Company Name t) Mailing Address: Company Name j e n C o n a rch f e d - rrP Company Name: Mc get vy 4 ASSOr 1 Q fr Mailing Address: 2,SQO1 YYIQ Rd Day Telephone: 0 .32 8 • er3Ct )ef • (0 y Torrance eft c(osol State Zip City Fax 0 . 3 2 - b : 7 / 4 2-b 7 l 4 2 State City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: ARCLITTECT OE RECORD`- All plans must be wet stamped In Architect of Record clew(rlal OH 44115 City r • - State Zip Contact Person:Cl'Pti S�i h a "Fawn a it Day Telephone: . 181. 613 ) E -Mail Address: Fax Number: 21 �Q . 1b' . O 134 Zip ENG P.:WORD - AQ &lane must he etaet stimred li l ngneer' Ret:ord Ui Yrehsvi Ito 4ts. 01.4 44 In City State y� Zip Contact Person: I31 I I l , kkI Sej Day Telephone: 2Ib. Z92. 1 4 (pq (0 E -Mail Address: Fax Number: Zt to. Zq 2.. G Jb7 i y Pzgc I of 6 Unit Type: (qty.. Unit TYpei, , Unit Type: Qty Boiler /Compressor: Qty` Furnace <I00K BTU Air Handling Unit 10.000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace 100K BTU Evaporator Cooler f)ittoser 19 3 -15 HP 500A00 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat ' 15 -30 HP 1.000.000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System r Wood/Gas Stove 30-50 HP/1,750,000 BTU Appliance Vent Hood and Duct Emergency Cieuerator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Coo1 ing System Incinerator - Domestic Other Mechanical Equipment VA tiLN'7 1 Air Handling Unit 10.000 CFM Incinerator — Comm /Ind MECHANICAL PERMI IN* NATION - 206-431-3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ ZO! W Scope of Work (please provide detailed information): Use: Residential: New ... ❑ Replacement Commercial: New .... Replacement Q: WpphaponelForme- Appliat1one On Linet3 -2006 - Permit Apphahon.doc Revised: 9 bh V City State Zip Fuel Type: Electric Gas.... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Page 4of6 PERMIT APPLICATION NOTES Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW jaJ OR AUTHORI7ED AGENT: Signature: Print Name: ma ovta MQ v r Mailing Address:( 2. ?CVc AVO • 7-3401-e. Date Application Accepted: i Date Application Expires: o/ I Staff Initials: Q: WppbeaiionslFama- Applindonv On IineU -7006 - Permit Appbc aon.doe Revived. 9 -2006 bh Date: 1 Z. I (, i' CI Day Telephone31O•3 • Co3CL )4 • 1 CAA b ra r cQ. 93So 1 cit state Zip Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: 6364200010 667 SOUTHCENTER MALL TUKW KAY JEWELERS R08 -01973 LAW 1632 ALLAN WAID City of Tukwila TRANSACTION LIST: Type Method Descriptio Payment Check 561 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us MECHANICAL - NONRES 000/322.100 RECEIPT Amount ACCOUNT ITEM LIST: Description Account Code 58.00 Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 06/06/2008 10:48 AM Balance: $0.00 Current Pmts 58.00 M07 -267 ISSUED 12/07/2007 05/15/2008 3347 06/06 9711 TOTAL 116.00 Dina Raraint -06 PrintAri- OR-n6-2naR City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Copy Reprinted on 05 -07 -2008 at 09:01:51 05/07/2008 RECEIPT NO: R08 -01509 Initials: WER User ID: 1655 Payee: LAKEVIEW CONSTRUCTION INC. SET ID: 0507 SET TRANSACTIONS: Set Member Amount D07 -448 1,641.48 EL07 -759 550.00 M07 -267 313.86 PG07 -331 158.00 TOTAL: 2,663.34 TRANSACTION LIST: Type Method Description Payment ACCOUNT ITEM LIST: Description Check 222523 BUILDING - NONRES ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE SET RECEIPT TOTAL: Account Code Current Pmts 000/322.100 1,578.98 000.322.101.00.0 550.00 000/322.100 313.86 000/345.830 58.00 000/322.100 158.00 000/386.904 4.50 TOTAL: 2,663.34 Payment Date: 05/07/2008 Total Payment: 2,663.34 SET NAME: KAY JEWELERS Amount 2,663.34 2,663.34 210805/07 9711 TOTAL 2663.34 Receipt No.: R07 -02691 Payee: EXPRESS PERMITS TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: M07 -267 Address: 667 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 12/07/2007 Applicant: KAY JEWELERS Issue Date: Initials: WER Payment Date: 12/07/2007 11:17 AM User ID: 1655 Balance: $313.86 Amount Payment Check 10453 70.97 Account Code Current Pmts 000/345.830 70.97 Total: $70.97 Payment Amount: $70.97 5785 12/07 9710 TOTAL 70.97 doc: Receiot -06 Printed: 12 -07 -2007 Project: �-� 1 � Type of Inspection: YP P C Addresss 4,2 Date Called: Special Instructions: Date Wanted: 7 ?Ad? a.m. p.m. Requester: Phone No: 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 M Approved per applicable codes. COMMENTS: �i t?,d c'61 le 'Inspector: 0 $60.0 paid 1)162- 267 El Corrections required prior to approval. (Date: ,EI NSPECTION FEE REQUIRED. Prior to inspection, fee must be 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: Project: , l! 4 q,---IM)z F /2 Type of Inspection: //A/4 L_ Addros:, (e) 6 , 4M / / Date Called: Special Instructions: Date Wanted: 7- 2Z-0 14? 6.--) Requester: Phc : r4 4 /-9 4 10 - Zoo4 ve /21 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 _ (206)431-3670 El Approved per applicable codes. M Corrections required prior to approval. COMMENTS: 7aLqb a.4 f e clefiff Inspector: J $60. pai INSPECTION RECORD Retain a copy with permit 'Date: 7 A L /a R EINSPECTION FEE REQUIRED. Prior to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: v �tW t 1 i S Ty a of0 h Address: �I b� /' 1 ` L ) a Date Called: Special Instructions: Date Wanted: j 7 a.m. p.m. Requester: Phone No: 1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - (206)431 -3670 pproved per applicable codes. D Corrections required prior to approval. COMMENTS: VAv -i il td4,4 s5 ho. 351 1 Cx1Q4 u��+ LAL-- lk j Inspect or , INSPECTION RECORD Retain a copy with permit Date: ? El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: l� Ct,�Je I-Q�; Type of r spectio v. M Pct, fe sS s (� ,i�4.6 Contact rson: Address: 6,6; 7 Suite #: 5, 1\ Special Instructions: Permits: N Phone No.: Needs Shift Inspection: '` Sprinklers: Fire Alarm: 5 Hood & Duct: it/ Monitor: (3 It/ Pre -Fire: ,v Permits: N Occupancy Type: /vim INSPECTION NUMBER oved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575- n Corrections required prior to approval. COMMENTS: - 5 P r O • Inspector: "( y Date: 7 e Ja Hr s.: ice_______El $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 05-08 -2008 MARTHA MARTIN 1327 POST AVE SUITE H TORRANCE CA 90501 City of Tukwila RE: Permit Application No. M07 -267 667 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 12/07/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 06/04/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 06/04/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, x c: fer Marshall 't Technician Permit File No. M07 -267 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 January 24, 2008 Mr. Allen Johannessen, Plan Examiner Tukwila Building Division Reference: Kay Jewelers #605 WS Southcenter Seattle, WA Permit #M107-267 Comm #5385 Dear Mr. Johannessen: This letter shall serve, in addition to the revised plans and revision memorandum herewith included, as our formal response to your Code Review dated 12/19/08 for the renovation of the above referenced store. For clarity, your original comment is excerpted in part or in whole in italics, with our response following in regular type. Plans Submittals: We trust that these revisions will answer the last of your questions regarding this space, and look forward to an expeditious plan review and issuance of permit. Sincerely, 5214 Jencen REGISTERED n ''' ARCHITECT H.ROTHENBERC TAg (�F NISHINGTON ome M. ' " Tien er ner /Arch Jencen Ar Registered in 48 States 2850 Euclid Avenue • Cleveland Ohio 44115 -2469 T 216.781.0131 F 216.781.0134 Wjencen.com 1. The jewelry repair room shows a mechanical exhaust system where the air shall.... Exhaust air from repair shop filter assembly ducted to Mall's exhaust system. Exhaust with any type of contaminants will not be re- circulated. See revised mechanical plan and filter rack detail on Sheet #M 1. Gas torches will be used and four gas tanks will be provided. Date: January 24, 2008 Project: Kay Jewelers #605 Commission Number: 5385 WS Southcenter Seattle, WA The following is a synopsis of the latest revision(s) as referenced to the drawings and shall become part of the contract documents. OVERVIEW: Landlord: To modify plans based on feedback from the City. Building Dept. To connect repair shop filter rack to mall exhaust system. Sterling: To add two signature capture device units. DRAWING NUMBERS/ DETAILS /SPECIFICATIONS AFFECTED: Landlord: ALL SHEETS: Changed address numbers in Title Block to 667. Changed City in title block to Seattle. Al Change • a• • number to 667 in Project Information. Added Sheet EXIT to Drawing Index. Modified electrical co • • ition date. Modified plumbing code title. A2 Extended wall between office a . - .air shop. Modified stock room shelving. A5 Moved cash wrap forward. Modified st. .om shelving. Extended wall between office and repair shop. A5a Modified shelving on Elevation #4. Extende • on Elevation #3. A6 Extended wall between office and repair shop. Move •. • wrap forward. A7 Moved cash wrap and corresponding soffit forward. Extende • 1 between repair shop and office. RP1 Extended wall on Elevation #4. Extended wall between repair shop a : •ffice. E 1 Modified stock room shelving. Moved "Muzak" quad receptacle and conduit. oved cash wrap and conduits forward. Extended wall between repair shop and office. 2 M MI Moved soffit at cash wrap forward. Added smoke detectors at return air grilles. EXIT A P Revision Prompted By: Building: M1 Modified filter rack detail to show connection to Mall's exhaust system. Modified note to include that filter rack to connection to Mall's exhaust system. Sterling: A5 A6 Added si • . - capture device fill - . • i islands. A7 Added signature cap . - • ce filler to both islands. El Added sign • . pture devic- with outlets and conduits to both islands. E2 • . - . signature capture device filler to • • nds. ed signature capture device filler to both is Registered in 48 States 2850 Euclid Avenue • Cleveland Ohio 44115 -2469 T 216.781.0131 F 216.781.0134 W jencen.com Landlord Building Dept Sterling CMT hop and office. December 19, 2007 Martha Martin 1327 Post Ave Suite H Torrance CA 90501 Cizj' of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Mechanical Permit Application Number M07 -267 Kay Jewelers - 667 Southcenter Mall Dear Ms. Martin, 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 reflected on your drawings.. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. 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) complete 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, e-z R Bill Rambo Permit Technician encl xc: File No. M07 -267 P:Tem* CenterlCorrection Letters \2007%407-267 Correction Ltr #1.DOC wer Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: December 19, 2007 Project Name: Kay Jewelers Permit #: M07 -267 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan 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. The jewelry repair room shows a mechanical exhaust system where the air shall be exhausted thru a filter assembly into the buildings return air plenum. Mechanical code does not allow exhausted air with contaminants to be re- circulated. Please provide documentation describing the type of contaminant vapors that shall be exhausted. Identify if gas torches shall be used and if so provide the total quantities of gas tanks. Documentation shall identify the tested manufactures listing for the exhaust system where this exhaust air system and filter design shall meet mechanical codes for this installation. (2006 IMC 501.2 & 510.5.7) Should there be questions concerning the above requirements, contact the Building Division at 206 - 431- 3670. No further comments at this time. ACTIVITY NUMBER: M07 -267 DATE: 05 -22 -08 PROJECT NAME: KAY JEWELERS SITE ADDRESS: 667 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: g Dh iision Public Works ❑ Complete Comments: TUES/THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP rneflikonl, Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required Planning Division Permit Coordinator DUE DATE: 05 -27 -08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 06 -24 -08 Approved 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: ACTIVITY NUMBER: M07 PROJECT NAME: KAY JEWELERS SITE ADDRESS: 667 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 DATE: 02 -21 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: -et Bui •r ng P ivision Public Works ❑ PERMIT COORD COPY' PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete ❑ Comments: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Fire Prevention Structural APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ Planning Division n ❑ Permit Coordinator DUE DATE: 02-26-08 DATE: DATE: Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required n DUE DATE: 03-5-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: M07 -267 DATE: 12 -07 -07 PROJECT NAME: KAY JEWELERS SITE ADDRESS: 667 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: d60. iit -01 Build, g Complete TUES/THURS ROUTING: Please Route PERMIT COORD COPY' - PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Structural Review Required Permit Center Use Only CORRECTION LETTER MAILED: l2 -.M "() Departments issued corrections: Documents/routing slip.doc 2-28-02 Bld 511 6 ( Q1 Fire Prevention XL Planning Division Public Works ❑ Structural ❑ Permit Coordinator U DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-11-07 Incomplete Fire ❑ Ping ❑ PW ❑ Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 01 -08 -08 Staff Initials:_,_ n n Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ild Notation: REVIEWER'S INITIALS: DATE: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 S - 2.. No /oWei— Aiv -0g Summary of Revision: vyto„t_ JY Cl1P i.,,,, (pa,I^ Received by: �� REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: J we( - e✓) PERMIT NO: I t D ' U,1 SITE ADDRESS: ( ISoo eewlev ;/ (,( ORIGINAL ISSUE DATE: S- (S -08 REVISION LOG (please print) (please print) (please print) (please print) (please print) Date: -5 42-4V 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.citukwila.wa.us ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: l<G,� . /e je /�S Project Address: 6 a 7 So zr ice -,-i /h4' Il 77. k4) 14 / Li -- 5e/re Contact Person: Phone Number: 7k/ - a /3 / Summary of Revision: Ih 1 — . rerg.s m-�, � ,/ y re/ s ?J r 1 v 4Y� �! S yr ; &c a=-. n rP rr, s . e. -„ o,_e f se 1, s Hv4 - r - . /4 I-x.4-- h e t) e �f-,`) 0 . I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Sheet Number(s): h7 / "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: re Entered in Permits Plus on S n lapplicationslfonns- applications on llinelrevision submittal Created: 8 -13 -2004 Plan Check/Permit Number: ChOF —o2 6 7 Steven M Mullet, Mayor Steve Lancaster, Director RECEIVED CITY or TUKWILA PERMIT CENTER Project Name: 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: hilpilwww.ci.tukwilawa.us tW Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2 41/D Plan Check/Permit Number: El Response to Incomplete Letter # Er Response to Correction Letter # / Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner y JP4.4)edar5 Project Address: '4' 7 SO -Ace., /e,— [/14 /1 Ttc kw,/.t WIt. 9 V/ kir Contact Person: 1s4-j 71 hut." Phone Number: 24 L 7ri • 0/ 8 / Summary of Revision: See- ru2ere reArinctl 1-0 earr-re-c-4-1, inzt r reir; J e re 6's irn_s Sheet Number(s): rn-I, 1 "Cloud" or highlight all areas of revision including date of revision t' Received at the City of Tukwila Permit Center by: ( Entered in Permits Plus on 02 V lopplicationsVonns-onlicanons on line submittal Created: 8-13-2004 0107 - Z4 7 Steven M. Mullet, Mayor Steve Lancaster, Director OP ro F EB 21 2008 License Information License SULLIHC063QT Licensee Name SULLIVAN HEATING & COOLING INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601588396 Ind. Ins. Account Id 87854000 Business Type CORPORATION Address 1 950 WESTHILLS BLVD Address 2 City BREMERTON County KITSAP State WA Zip 98312 Phone 3604050723 Status ACTIVE Specialty 1 AIR HEAT,VENTILATION,EVAPORAT Specialty 2 SHEET METAL Effective Date 11/30/1994 Expiration Date 12/27/2008 Suspend Date Separation Date Parent Company Previous License SSENT * *116NH Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SULLIVAN, DANIEL T Cancel Date 01/01/1980 Bond Amount SULLIVAN, JILL M #6 01/01/1980 LSM0021773 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #6 RLI INSURANCE CO LSM0021773 11/28/2007 Until Cancelled $6,000.00 11/29/2007 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /1ni/bbip /printer.aspx ?License= SULLIHC063QT 05/15/2008 GRILLE AND DiFFUSER SCI1EPULE MARK CD -1 CD -2 CD -3 CD -4 Cs -I R2-1 R072 MANUFACTURER TiTU3 TiTUS TiTUS SEIHO TITUS TITUS TITUS MODEL NO. at14I CMNI CMNI NTX 300RF 350Rfi 3501 P FRIVE OR P RDER TYPE SURFACE SURFACE LAY -IN SURFACE ACE SURFACE LAY -IN SURFACE MODULE SIZE 12 "x12a 24 "x24" 24°x24" 6" 14 "x10" 24 "x24" 14 "xi0" DAMPER NA NA NA NA FINISH 0 26 0 26 °26 11 26 6 26 1 16 4 26 REMARKS 1 ,2,3,4 1 ,2,3,4 1 ,2,4 4,5 2 2 • MECHANICAL SPECIFICATIONS ORDINANCES. PERMITS. AND CERTIFICATES ALL WORK UNDER THIS DIVISION OF THE SPECIFICATIONS SHALL BE INSTALLED iN FULL ACCORDANCE WITH ALL LAWS, ORDINANCES AND RI=GULATiCNS OF ALL GOVERVENTAL AUTHORITIES ( LOCAL, STATE, AND FEDERAL) RAVING JURISDICTION WHICH IN ANY WAY WILL AFFECT THIS WORK THIS CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND CERTIFICATES OF INSPECTION Rf~CIUiRED BY 7I4E FOREGOING GOVERWENTAL AUTHORITIES. ALL WORK SHALL BE INSTALLED M RILL ACCORDANCE WITH REGULATIONS OF TWE UNDER 2ITERS WAVING .JURISDICTION. VISIT JOB 4 VISIT JOB SITE AND BE FAMILIAR ILlTN LANDLORD'S RECOREMENTS. NO ALLOWANCE WILL BE MADE FOR EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE Joe SITE AND /OR FAILURE TO PREDETERI1ME ALL CONDITIONS iMPOSED SY TWE LANDLORD OR OTTER AUTHORITIES. 4UA�TEE ALL LABOR AND MATERIAL PJI RISHED UNDER THIS CONTRACT WILL BE GUARANTEED FOR A PERIOD OF CNE YEAR FROM DATE OF F 44L ACCEPTANCE BY THE TENANT. DURING THIS TI-E,11-11S CCNTRACTOR SHALL REPAIR ALL LEAKS AND CORRECT ALL DISCREPANCIES WITH CODES OR TIC SPECIFICATIONS AT HIS OUJNI EXPENSE. 4. 2Uc1lt K ALL MEWJ AIR SUPPLY DUCts sHALL. BE MADE OF GALVANIZED SWEET METAL WRAPPED WITH 2' OF INSULATION. ALL NiEW RETURN AIR DUCT WORK SHALL BE MADE OF GALVANIZED SHEET METAL NOT INSULATED. NEW DUC 0FX SHALL BE INSTALLED ACCORDING TO SMACNIA AND AgWRAE CURRENT STANDARDS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF STERLING'S REPRESENTATIVE. ALL DUCTS LULL BE MADE AIR- T1GI-IT WiTW TWE USE OF APPROVED DUCT JOINTS CAULKING, AND T METAL SCREWS: ALL DUCT -TAPE OR SIMILAR MATERIALS WILL BE REJECTED BY THE TENANT. INSTALL FIRE DAMPERS *ERE SHOWN AND /OR U. -ERE REQUIRED BY LAM GLASS FIBER OR SIMILAR MATERIALS WILL BE ACCEPTED AS A $UJTITUTE FOR Si1EET METAL OuciwCfac FLExiBLE, INSULATED, ROUND DUCT WILL BE PERMITTED FOR FINAL CONNECTIONS TO DIFFUSERS ARID CUTLETS PROVIDED TWAT, IN NO CASE, SHALL THIS FLEXIBLE DUCT EXCEED 5" - 0' N LENGTH. CCIsNECTiCN$ BETtLEEN DFFUSERS AND OUTLETS, AND BETWEEN FLEXIBLE DUCT AND SI-EET METAL DUCTS, SHALL BE MADE WITH HOSE CLAMPS oR COLLARS SECURED WITH SET METAL SCREWS. SHORT RADIUS BENDS LULL BE MADE WITH ADJUSTABLE SWEET METAL ELBOWS. DO NOT ATTEMPT SHORT RADIUS BENDS USING FLEXIBLE DUCT. ALL DUCTWORK THROUGH WALLS SMALL BE FIRE DAMPERED IF REQUIRED BY LOCAL CODE YAR1 L.41E2621 , _ t50X EGAIIPMENT NEW FAN PG RED VARIABLE AIR VOLUME BOX SHALL BE AS MADE BY TI-E "TRINE CO.' AS DESCRIBED HEREIN. ADDITIONAL STEEL. REQUIRED TO SUPPORT TWE VARIABLE AIR VOLUME BOX, OR TO FRAM OPENINGS ETC. AS REQUIRED BY CCNiDRTIONS OR er TWE LANDLORD SHALL BE INCLUDED IN THIS CONTRACT. VERIFY ALL CONDITIONS. VARIABLE AIR VCt Lfl1 _ BOX WILL INCLUDE: 24 VOLT CONTROL CIRCUITS 208 3PW6014x MOTORS. MODEL NUMBER I5 SELECTED FROM TWE °TRANIE' CATALOG AS FOLLOWS MODEL 1.1SCI = -16, 264@CR1 AT 48' EXTEgm. SP. SPRING ISOLATOR MOUNTING. NOTE: CONTRACTOR SHALL PERFOR1 THE WOW AND SHALL WARRANT TWi5 WORK FOR ONE YEAR FROM TWE DATE OF ACCEPTANCE BY STERLING'S REPRESENTATIVE. WVAC CONTRACTOR IS RESPONSIBLE FOR ALL STARTERS AND POWER WiRMr FOR ALL HVAC EQUIPMENT. ,. SUPPLY DUCTWORK CONCEALED ABOVE CEILING SHALL HAV! 2" FIBERGLASS l'OUEp - CORNING' DUAL TEMP rats 100 WITH REWORDED ALUMINUM FOIL FACING. APPLIED WITH ADHESIVE AND STRAPPED 8' - 0' ON CENTERS WTH STICK CLIPS 1, ) AU-ST FM$ EM-IAUST FANS WILL. BE FU 1I5WED AND INSTALLED (WHERE 61400N) BY TWE I•MAC CONTRACTOR. THiS CONTRACTOR WILL PROVIDE AND INSTALL ALL DUCTS, DAMPERS, FIRE-DAMPERS, BACK- DRAPT DAMPERS, GRILLES, ETC. AS WOW AND /OR REQUIRED. S. arr n 1 BROAN GRe/ IBV/1 PWASEW/TIME DELAY SWRTCW -l10 CFM 1 PENN CABINI 1 FAN''ZGIP 150 CPM 115vA PHASE SEE DRAWING FOR CONFIGUR4TiON WITH ACTIVATED CHARCOAL FILTER AIR 2I$TRiaITi(4 NOTE: ALL DIFFUSERS AND GRILLES TO HAVE FIRE DAMPERS M NECK IF REQUIRED BY CODE. CEILING OUTLETS, REGISTERS AND GRILLES SHALL BE MADE BY TITUS COMPANY OF SIZE AND TYPE 3i IOtiN CN THE DR.ALUNGS AND ACCOsr» a TO T E FOLLOWING SCI-EDULE WITH BAKED, OFF-WHITE ENAMEL FINISH, UNLESS NOTED. EACH OUTLET SHALL BE COMPLETE WITH OPPOSED BLADE INTEGRAL DAMPER. REFER TO DIAGRAM FOR APPROVED EQUAL ALL AiR DFFU$1 R5 SHALL Be TYPE CMNI. RETURN AIR GRILLES SHALL BE 1/ 2 X1/2 X I/ 2 METAL EGG CRATE VERI - rY FRAMING REQUIREMENTS FOR DRYWALL OR GRID CEiLit INSTALLATION. VERIFY LANDLORD R anRese T FOR AiRmoui BACK TO LANDLORD'S EQUIPMENT. 1E, OPENINSS IN DEMISING WALL ETC. s AI 4LM LLU.IEN THE AIR DISTRIBUTION SYSTEM IS 100% COMPLETE, WIRE SYSTEM MUST BE BALANCED TO THE AIR QUANTITIES Ae INDICATED ON THE PLANS, iH ACCORDANCE WITH THE AABC OR NEW SPECIFICATIONS. REPORTS MUST BE SUBMITTED (4 COPIES) FOR EACH SYSTEM FOR APPROVAL TO TI.E TENANT AND ARCHITECT. COPY OF THE REPORT MUST ALSO BE &EMITTED TO MALL LANDLORD. TWE BALANCING CCt•1PANY SHALL BE AN INDEPENDENT COMPANY AFFILIATED WITH THE AMERICAN AIR THE BALANCING COUNCIL. 10. TEMLER,ATRE_Cc ttROL FJ115H AND INSTALL ONE HEATING/COOLING 11WWERMOSTAT (AUTO - CHANGEOVER) WM-I SUB -BASE CONTROLS FOR 14EAT -COOL MODE IS TO BE LOCATED AS S! -TOWN 4a AFF. THER'1OSTAT TO EE COMPATIBLE WIN LANDLORD'S SYSTEM. VERIFY WITH MALL REPRESENTATIVE. p 3 kU THIS CONTRACTOR SHALL SUBMIT 4 COPIES OF RECORD QR4WMG8 SHOWN* EXACT FINAL LOCATIONS OF THE UNIT, DUCTS, DIFFUSERS, ETC. FOR I ITURE REFERE•ICE. 19 -, 3/8" L ASE LINE REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. I --TieVIEWED FOR CODE COMPLIANCE ApprOVf D AP4 2 M8 FILE COPT' Permit No. , /141) Rlar review approval Is subject to errors and moons. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field • . an le wed: By Date: . _ G 6 City of Tukwila BUILDING DIVISION �C SUPPLY AIR DIFFUSER GRILLE CD -1 .S 'b 125 CFM CD -2 0, uo 205 CFM 11' -5H 10' -5" 69' -1 318 LEASE LINE CD-40 50 CFM 1I' -1R" - 14x12 1 - 10' CD -I ,8 '+ 125 CFM 20 CFM 20 MALL SUPPLY AIR DUCT -- VERIFY LOCATION IN FiELD CONNECT TO MALL EXHAUST SYSTEM. VERIFY COCTIOf POINT iH FIELD. t2' - 8 Imo" LOCATION FOR TRINE vAv UNIT - VERrr`Y LOCATION IN FIELD WITH EXISTINiC, SUPPLY AIR DUCT PROVIDED 1:3Y MALL - ANY MODIFCATION TO DUCTWORK K Di E TO RELOCATION TO BE INCLUDED IN SID PRICE. PROVIDE SERVICE ACCE 5 FOR VAV BOX AS REQUIRED. MECHANICAL PLAN 1/4 " =1' -0" 471. -0 1 VERIFY OPENINGS IN DEMISIN G WALL FOR IETLIR4 AiR WITH MALL REPRESENTATIVE MOTE: FLEXIBLE, INSULATED RMO DUCT IS PERMITTEP ONLY AS A FINAL CatECTION FROM DIFFUSER TO MAiN DUCT, PROVIDED THAT IT DOES NOT EXCEED V -0' iN LENGTH. NOTE: DIMENSIONS ON THIS PLAN ARE FROM t OF DIFFUSER TO t OF COLUMN UNLESS NOTED OTHERWISE 36' -10 V8" LANDLORD DETAILS IT iS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE MECHANICAL WORK TO COORDINATE INSTALLATION OF TIRE SYSTEM WITH ANY /ALL LANDLORD DETAILS AS APPLICABLE FROM THE LANDLORD'S CRITERIA BOOK. ALL APPLICABLE LANDLORD DETAILS SHALL BE CONSIDERED PART OF THIS DRAWING SET, AND NO EXTRAS WILL PERMITTED DUE TO LACK CF FAMILIARITY WITH LANDLORD'S CRITERIA, REQUIREMENTS, TECWNJICiIES OR DETAILS. VER FY OPENINGS N DEMISING WALL FOR RETURN AIR WITH MALL REPRESENTATIVE 2' -I3/8" r -0 WS' LL GENERAL NOTES 1. 144VAC CONTRACTOR TO VERIFY LOCATION CV EXISTING WVAC EQUIPMENT ARID DUCTWORK. 2. ILVA.C. CONTRACTOR TO SUBMIT DRAWINGS FOR APPROVAL WOWING ANY DEVIATION TO TI-E DiAGRAt"f1ATiC SC}EME AS SWCUN HEREIN • DUCT SIZES aIIOILN ARE M1NIi'tM CLEAR SINES TO ALLOW CFJ-i.'S A$ SHOOK 4. DIMENSIONS LOCATIN1Cs DIPIRISI=RS ARE PRIrDiCATED BY 11-E LOCATION OF THE LIGHT FIXTURES AS SHOU.N ON SHEET 4 E2. Fa. E,C. TO COORDINATE W1T1-1 TIE W.VAC, CONTRACTOR FOR TWE LOCATION OF DIFFUSERS AND LIGHTS REMARKS: i. ALL GEILMG DIM USERS ARE 4 - WAY THROW UNLESS INDICATED OTHERWISE ON PLAN. 2. ,APPROVED EQUALS: PRICE OR KRUEGER. 3. DAMPER IN PACE CF DIFFUSER. 4. REFER TO PLANS FOR NECK SIZES. 5. REFER TO DETAIL CN SHEET "412 FOR POSITiONiNG OF DIFFUSER ✓ FIRE ALARM SYSTEM NOTE NE GENERAL CONTRACTOR MUST DETERMINE U. 4ETNER OR NOT A FIRE ALARM SYSTEM iS REQUIRED FOR NIS SPACg. WHEN REQUIRED, IT IS THE FINAL RESPONSIBILITY OF NE G.C. TO INSTALL THE FIRE ALAR 1 SYSTEM AND ALL RELATED EQUIPMENT. THE SYSTEM'i MUST MEET LANDLORD SPECIFIED CRITERIA, AS WELL AS COMPLY WIN ANY NATIONAL AND LOCAL CODES HAVING JURISDICTION. G.C. SHALL CONTACT THE LANDLORD'S REPRESENTATIVE FOR MANUFACTURERS) AND MODEL NUMBERS) RECUlRED TO CONNECT WITH THE LANDLORD'S FiRE ALAR1 SYSTEM. IF NO SUCH INFORMATION IS AVAILABLE FROM LANDLORD, THE G.C. SHALL BE RESPONSIBLE FOR SPECIFYING ALL EQUIPMENT PER LOCAL CODE AND ALL ADA REQUIREMENTS. THE GENERAL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL REQUIRED DRAWINGS AND FOR APFLYINGs AND OBTAINING ANY REQUIRE PERMIT(S). G.C. SHALL LOCATE AND CONNECT ALL REQUIRED DEVICES PER DiRECTiON of LANDLORD AND /OR NE LOCAL BUILDING /FIRE INSPECTOR'S REQUIREMENTS. NO EXTRAS WILL BE ALLOWED DUE TO FAiLUicE OF OBTAINING REQUIRED 11 PRIOR TO BIDDING. FIRE SUPPRESSION SYSTEM IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFOR'1i 4 TI-E SPRINKLER WORK TO VERIFr ALL LANDLORD, iNSURAHCE AND CODE REQUIREmEMTS FOR FIRE PROTECTION. ANY RECiUIRED SPRINKLER SYSTEM INSTALLATION OR REWORKING IS TO BE PART OF THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYi SITE, SHALL PROVIDE ,ANY REQUIRED DRAWINGS, CALCULATIONS OR ANY OTHER hEcESSARY INFORMATION AS REFIRED BY LOCAL AUTHORITIES AND LANDLORD'S UNDERWRITERS FOR TI-E FiP.E SUPPRESSIGN SYSTEM, AND SHALL OSTAiN ANT' RELATED PERMIT(S). SPRINKLER HEAD LOCATIONS MUST BE COORDINATED TO AVOID CONI"LIC? WITH LIGHTING AND /OR WVAC EQUIPMENT. iN CASE OF WOW CONFLICT, LIGWTlN G AND WYAC EQUIPMENT LOCATIONS TAKE PRECEDENCE. ALL SPR3NIICLER I -HEADS SHALL BE 'VIK11 HORIZCN MIRAGE MODEL °VK405 STANDARD RESPONSE CONCEALED PENDANT SPRINKLER WITH WHITE COVER PLATE AND TEMPERATURE RATING OF 165 DEGREES FAHRENHEIT (14 DEGREES CENTIGRADE) (VIKING CORP. TECH -LAICAL SERVICES 911. 354 - 5464). CCNTRACTOR MAY ELECT TO USE STANDARD CHROME PENDAND HEADS iN TWE STOCK ROOM AND TOILET ROOM AREA& NOT DIRECTLY ACCESSIBLE TO TWE PUBLIC. 5FRINIKLERS t1JST CENTERED N LAY -IN CEILING TILES, U I- IEIEVER APPLICABLE. SPRINKLER CONTRACTOR SHALL SUBMIT A $PiNKLER $I?CP DRAWING TO THE TENANT AND GENERAL CONTRACTOR iNPICATINIG THE WORK INCLUDED PER HIS BiD PRICE. NO Er;.`IRR4S WILL BE ALLOWED IF THIS FOf 1AT iS NOT FOLLOWED. T F i I °TY O.i171 -1 LAND[. 0,02, INS- IJ RANCE O R CODE R1=GiElg= I"ETITS, aR LAGFC OF YIELD VI SRT. TRANE EQUIPMENT PACKAGE STERLINU JEWELERS NC. HAS A NATIONAL ACCOUNT AGREEMENT WTH 11-E TRANE COMPANY ALL BIDDING 1-IVAC CONTRACTORS ARE DIRECTED TO CONTACT THE TRANE NATIONAL ACCOtNT$ CLEVELAND OFFICE AT 140 0-261-4044 for 440 -248 -3400) UJITII PRODUCT RELATED QUESTIONS AND TO OBTAIN PRMCNS AND PRODUCT NFOI 14TION. gsZJIM;BLegAgagig.t VAV BOX, GRILLS DIFFUSERS, EXHAUST FAN AND 11-E 1OSTAT. EZIEMILIAIREtkiM TRANS WILL PROVIDE 1 YEAR PARTS AND L.ASOR WARRANTY CN TRANE EQUIPMENT AND CONTROLS. 5 YEAR PARTS WARRANTY PROVIDED FOR CCMPRi ssoRS AND HEA1EXCWAr'& ERS. NOTE: ORDEiNG PR OCEDL I iES 11-E MECHANICAL CONTRACTOR (OR GENERAL CONTRACTOR) SHALL PURCHASE THE EQUIPMENT FROM TRANS. TIE: CONTRACTOR SHALL ALSO BE RESPc!45IBLE FOR COORDINATING AND ACCEPTING THE MATERIAL, VERiFYE■G PROPER QUANTITIES AND MODEL NUMBERS ALL TEMPORARY STORAGE OF EQUIPMENT AS REQUIRED. TYPICAL DETAILS IT IS TINE; RESPONSIBILITY OF NE CONTRACTOR TO FAMILIARIZE HIMSELF= WITH BOTH -4 FiELD CONDITIONS AND INSTALLATION DETAILS AS MAW ON SWEET NOTHING ON TNIS SHEET NOR ON SHEET IC-11 SHALL RELEIVT; THE CONTRACTOR CF 1-116 RESPONSIBILITY TO VERIFY ALL EXISTING GONDITiONS, NOR TO VERIFY AND COMPLY WITH REQUIREMENTS OF LANDLORD OR LOCAL AUTHORITY HAVING JURSIDiCTION. ALL WORK SHALL EE PERFORMED IN ACCORDANCE WITH LOCAL CODES AND BEST INDUSTRY PRACTICES. Jokinformation i .Iencen - VAV selection Cleveland (F51)Robert McClintock i i Tag ' FP -1 i i N a d el number VSCF16 • l Quantity 1 1.114 Information _tinit model VSCF • unit control typo I • Unit insulation Elevation !Design cooling airflow 2650 cfm I (:Min cooling airflow 500 cfm `Heating Information .Unit heating airflow • ;Valve heating airflow Unit LAT Primary EDB °Pienurn EAT Coil EAT 'Coil LAT Coil heating capacity Room heat loss VAV -Fan Powered Terirninal Units DDC - cooling only 2650 cfm 500 cfm 69.06 F 65.00 F 70.00 F Fan!Electrical Irtfioronation Motor voltage 208 Downstrearh SP 0.48 in H2O Fan airflow 2650 cfm Motor type Single speed w/ SCR i % of fan range 99.00 % Primary Inlet Fan size APO 0 cooling airflow Cooling inlet diameter Cooling inlet velocity Operating weight Max inlet SP Project Design I Drawln2e ® 2001 Jsncen Aral-Recur* CrIgIrel Frctatgps Denlgn 40 202* J can Art.h tectwa 16° (406mm) inlet 07SQ 0.40 in H2O 16.000 in 1898 ft/min 120.0 lb Room heating setpoint 72.00 F Main coil type None Heating flow rate Heating delta T Coil fluid PD Heating ent fluid tem It Fluid type Fluid concentration Heating Cv Fan TSP 0.48 in H2O Fan power 1.000 hp Full load amps 6.60 A Min circuit ampacity 8.25 A Max avercurrent protection 15.00 A JEROCEREI AtCt] ©lT O ii E ©TURF HUM DI MMI MO MOD ASE 'Mt- .E %'rl A 451 MOM 2116,781 0131 IA 8 G a1JL'a$1�� il. t5 re2 CCS 1111 CD co sr- 'A LO � + M CD CO RI �' ° O Ham a- Lr'L` E V OSBORJ ] ttt Q O mrx 1sT.I3 ?„IE "im STATE OF •'1ASliINGTO 2 CC REGISTERED ARCHITECT ECT rograryste vcrctat MECHANICAL PLAT KOS SPECTICArNS 0 visa JOB 4T VISIT JOB SITE AND BE FAMILIAR UU1114 LANDLORD'S REQUiRE:MENTS. NO ALLOWANCE WILL BE MADE FOR EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND /OR FAILURE TO PREDETERMINE ALL CONDITIONS IMPOSED BY THE LANDLORD OR OTHER AUTHORITIES. • • MECHANICAL SPECIFICATIONS ORDNANECES. PERMITS AND CERTIFICATES ALL WORK UNDER THIS DIViSiON OF THE SPECIFICATIONS SHALL BE INSTALLED IN FULL ACCORDANCE WITH ALL LAWS, ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL AUTHORITIES (LOCAL, STATE, AND FEDERAL) HAVING .JURISDICTION 11141C4 N ANY WAY WILL AFFECT THIS WORK THiS CONTRACTOR SHALL SECURE MD PAY FOR ALL PERMITS AND CERTIFICATES OF JNSPECTicw REOJIRED BY THE FOREGOING GOVERNMENTAL ALITHIORJTIEB. ALL WORK SHALL BE INSTALLED IN RLL ACCORDANCE W1T14 IEGULATIGNS OF THE IPCERJJRTERS HAVING JURISDICTION. Ci Ada u1E ALL LABOR AND MATERIAL PJRdISI ED UNDER THIS CONTRACT WiLL EE GUARANTEED FOR A PERIOD OF ONIE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE TENANT. DURING THIS TIME, THIS CONTRACTOR STALL REPAIR ALL LEAKS MD CORRECT AU- DISCREPANCIES WITH CODES OR THE SPECiFiCATIONtS AT HIS OUN EXPENSE ruci ALL NEW AIR SUPPLY DUCTS SHALL BE MADE OF GALVANIZED SIaEEr METAL WRAPPED WITH 2' OF NSULATION. AU. NEW RETURN AIR DUCT WORK SHALL BE MADE OF GALVANIZED SHEET METAL NO7 INSULATED. NEW DUCTILIOrdK SHALL BE INNSTALLED ACCORDING TO SMAGNA AND $AT2AE CURRENT STANDARDS. DISCREPANCIES SHALL BE BROUGHT TO TI-i; ATEENTION CF STERLMG'S REPRESENTATIVE. ALL DUCTS WILL BE MADE AIR- 11614T WITH THE USE OF APPROVED DUCT JOINTS, CAULKiNNG, AND SHEET METAL SCREWS, ALL DUCT-TAPE OR SIMILAR MATERIALS WiLL BE REJECTED BY NE TENANT. INSTALL FIRE DAMPERS IUI -ERE SHOWN AND /OR W REQUIRED BY LAW. "NO' CLAN$ FIBER OR SIMILAR MATERIALS W1L L BE ACCEPTED AS 4_$t1133TTLflE FOR SHEET METAL DUGS FLEXIBLE, TN/ SLATED, ROUND DUCT WiLL BE PERMITTED FOR FINAL CONNECTIONS TO DiFRISERS AND OUTLETS PROVIDED THAT, IN NO CASE, SHALL THIS FLEXIBLE DUCT EXCEED 5" - f1i' IN LEgNGTH. CONNECTIONS eaTUElat DIRESEP5 AND OUTLETS, AND BETWEEN FLEXIBLE DUCT AND SHEET METAL DUCTS, SHALL BE MADE WJT'H 140SE CLAMPS OR COLLARS SECURED WITH SHEET METAL SCREWS. SHORT RADIUS BE+ND3 WILL EE MADE WITH ADJUSTABLE SHEET I ETAL ELBO I.S DO NOT ATTEMPT SHORT RADIUS BENDS USNG i LEXIBLE DUCT. ALT. DUCTWORK THROUGH WALLS SHALL 6E FIRE DA RED IF REQUIRED BY LOCAL CODE yaRLAN„LIMay2LOL= EQUiPMtENT NEW FM PCtIERED VARIABLE AiR VOLUME BOX SHALL BE AS MADE BY THE ' TRANE CO" AS DESCRIBED HEREN. ADDITIONAL STEEL RECUT/MD TO SUPPORT THE VARIABLE AIR voLUME BOX OR TO FRAME OPENINGS ETC. AS REQUIRED BY COi1PITIONS OR BY THE LANDLORD SHALL eE INCLUDED N NIS CONTRACT. vERIFY ALL CONDITIONS. VARIABLE AiR VOLUME BOX WILL INCLUDE, 24 VOLT CONTROL CIRCUITS, 208 3PH/6014Z MOTORS. MODEL MISER IS SELECTED FROM THE 'MAW CATALOG AS FOLLOWS MODEL "LECF -16, 2640CR1 AT 48' EXTERNAL SP SPRING ISOLATOR MOUNTiNG. NOTE, CONTRACTOR SHALL PERFORM THE WORK AND SHALL WARRANT THIS WORK FOR CNE YEAR FROM THE DATE OF ACCEPTANCE BY STERLNG'S REPRESENTATIVE. HVAC CONTRACTOR IS RESPONSIBLE FOR ALL STARTERS MD POWER IJJIR11•46 FOR ALL HVAC EQUIPMENT. 204 MALL SUPPLY AIR DUCT -- 14*RiFY LOCATION N FIELD CONNECT TO MALL DQNAUST SYSTEM. VERIFY CONNECTION PONT IN FIELD. 12' -8 1/2" LOCATION FOR TRANE VAV WIT - VERIFY LOCATION M FIELD WITH EXISTING C SUPPLY AIR DUCT PROv1DED BY MALL - ANY HODFCATION TO DUCTWORK DUE TO RELOCATION TO BE INCLUDED IN BID PRICE. PROVIDE SERVICE ACCES• ?i FOR VAV 80X AS REQUIRED. 3 -R12" X 10' ED1-1AUSt DUCT N WALL Wi114 ADJUSTABLE LOUVER FLUSH IN BOTTOM AT 8' -0' APF. - CONNECT TO REPAIR SHOP EX! -LAJST FAN AS 1EQ'D (TYP. OF 2). MECHANICAL PLAN 1/4 " -1' -0" S. =L EM N SUPPLY DUCTWORK CONCEALED ABOVE CEILING SHALL WAVE 2" FiBERGLA$6 'oWENS- CORNING" DUAL TEMP TYPE 100 WIT14 REINFORCED ALLPiM.tI FOIL FACING. APPLIED WITH API-EWE AND STRAPPED 8' - 0" ON CENTERS WJITH STiCK CLIPS 'J. 174 -IAU9T FMS DWAUST FANS WiLL BE FURNISHED AND INSTALLED (1.111-ERE SI-IOU,N) BY THE 1-MAC CONTRACTOR THIS CONTRACTOR TULL PROVIDE AND INSTALL ALL DUCTS, DAMPERS, FIRE - DAMPERS, IBAGK -DRAFT DAMPERS, GRILLES, ETC. AS SHOWN AND/OR iMWIRED. r DE5CRIPTICti E [ $ 1 BROAN GR 5/"616 115V/1 PHASEUMIE DELAY SWATCH -110 CFM I PENN CABINET FAN 1 =10 150 CFM 115V/1 F144$E SEE DRAWING FOR CONFIGURATION WITH ACTIVATED CHARCOAL FILTER 8. AiR Dln$JBUTION NO1E, ALL DIFFUSERS AND GRILLES TO HAVE FiRE DAMPERS iN NECK, IF REQUIRED BY CODE. CEILING: GUTLlzts, REGISTERS AND GRILLES STALL BE MADE BY TI'Ius COMPANY OF SIZE AND TYPE SHOU)+N ON Ti-E DRAWINGS AND ACCORDNG TO THE FOLLOWING SCHEDULE WITH BAKED, OFF -Lt1 -RITE ENAMEL FNISNI, L LE$$$ NOTED. EACH OUTLET $I -IALL BE COMPLETE WITH OPPOSED BLADE INTEGRAL DAMPER. REFER TO DIAGRA11 FOR ,APPROVED EQUAL ALL AIR DIFFUSERS SHALL BE TYPE OMNI. RETURN AIR GRILLES SHALL BE 112 X i / 2 X I / 2 METAL EGG CRATE. VERIFY FRAMING REWIRE FOR DRYWALL OR GRID CEILING INSTALLATION, VERIFY LANDLORD REQUtREt-tarT FOR AIRFLOW BACK TO LANDLORD'S EQUIPMENT. IE. OPENINGS IN MUSING WALL ETC. AtR 4J.4NC_E WHEN THE AiR DISTRIBUTION SYSTEM iS Ito% COMPLETE, WIiE SYSTEM MUST BE BALANCED TO DE AIR QUANTITIES AS iNNDICATED ON THE PLANS, IN ACCORDANCE W1114 11 - E AABC CR HEBB SPECiFiCAT1 NS. REPORTS MUST BE SUBMITTED (4 COPIES) FOR EACH SYSTEM FOR APPROVAL TO THE TENANT AND ARCHITECT. COPT' OF THE REPORT MUST ALSO BE SURBHtTfED TO MALL LANDLORD. THE BALANCING COMPANY SHALL BE AN INDEPENDENT COMPANY AFFILIATED WITH DE AMERICAN AIR TFE 6ALANCING COIJNCL 10. IIITE15E,AllaMMLIMa RIV4t644 AID INSTALL ONE 1-EATING/COOLING THERMOSTAT (AUTO- CTANGEO'vER) WIN SUB -BASE CONTROLS FOR HEAT -COOL MODE iS TO J:3E LOCATED AS SHOtUNN 48" APR THER'10STAT TO BE COMPATIBLE WITH LANDLORD'S SYSTEM VERIFY WITH MALL REPRESENTATIVE. IL per$ THIS CONTRACTOR SHALL SUBMIT 4 COPIES OF RECORD DRAWINGS SHOWNG EXACT FINAL LOCATiONIS OF THE (NIT, DUCTS, DIFFUSERS, ETC. FOR MITRE REFERENCE. 11 \ ^ 1 1 n. \ 30' -0' Z ? •- CD-2 9 'N 150 CFM 3/S" LEASE LiNE vERIFY OPENMGS N D91I8NG WILL FOR RETURN AIR WITH MALL REPRESENTATIVE cD -I ,8 '0 125 CFM CD -2 $ " 205 CFM 1I' -5" 1m' - s' Install smoke detector to shut down air distribution by VAV's when the total combined C F M of all VAV's (to include other tenants) sharing the same plenum space exceeds 2000 CFM. (See IMC 606.2.2 for approved method of detection) 16x14 CD -2 0 "4 205 CFM 1' 69' - 1 3/8" LEASE LNE PER 2006 IMC SECTION 606 CD -i ,$ '0 125 CFM 1 . 50 -TO REPAIR ROOM DalAUST NLETB iI' -11" 16x1? w14:1 ROMP DUCT 15 PERMITTED ONLY AS A FINAL CONNECTION FROM DEER TO MAN DUCT, PROVIDED THAT IT DOES NOT EXCEED 5' -0' N LENGTH. NOTE: DIMENSIONS ON THiS PLAN ARE FROM 4 OF DIFFUSER TO 4 OF COLUMN UNLESS NOTED OTHERWISE CD -2 $ '4 205 CFM It 11 II /- n iV NI 30„ PROVIDE 1-I ED ACCESS DOOR FOR FILTER REMOVAL "AIRGUARD' PCUERGUARD 4' FILTER 24"x24'x4" "AIRGUARD" VARI -PAK R -904 24'24"x12' S0 -95% ESP. 'AIRSUARD" FRESH AIR FILTER TYPE DP (CHARCOAL IMPREGNATED) 24'x24'2' FILTER RACK DETAIL NO SCALE FILTER RACK DETAIL NO SCALE S' -2" i< 36' -10 1/6' 1 FLEXIBLE DUCT CONNECTION REr, 011M -1 FOR DUCT SIZES AIR LOW 20 iNTAKKE OPENING: (20'x20' Ot1TLET ON OPPOSITE END OF FILTER RACK) vERIFY OPEMNGS IN DEMISING WALL POR 'REiURN AIR WIT14 MALL RESEIdTATIvE 5' -10' CD -2 0 'N 205 CFM 1' -10' .Pier review apprc til is subject to errors and Offlif 1' Approval of const It'ction docum nts does not aut the violation of ary adopted or ordin - F of approved Fiel opy = . n dons ' . + By Date. p iimbn rl p, ,_11_ City of Tukwila 61 J'L DING D1ViSlON SEPARATE PLRI R EQUIRED Pa 4 mechanical re Electrical af Pl umbing Gas PO BUILDING of D IVjgION C,OfN<EECT TO MALL EXHAUST SYSTEM. vERIFY CONNECTION PONT IN FIELD A REVISIONS No the ' , _ shall be )made to the scope of t ork without prior approval of k 'la Building Division. NOTE: Re sic s will require a new plan submittal • and ma 1 Inc ude additional plan review fees 'Am sio 101 SCE 3R1- GRILLE ANC DIFFUSER is5CHEDULE Ze XARK NANPAC'URER MODEL NO. FRAM OR BORDER try MODULE SIZE DAMPER FiNi$H REMARKS CD -1 TiTUS OMNi SURFACE 12"X12' *26 12,3,4 CD -2 TITUS CMNI SURFACE 24"x24" 0 26 1 23,4 CD -3 TITUS OMNi LAY -1N 24"X24" NA *26 12,4 CD -4 SEiI -fO N tX SURFACE 6., X26 4,5 G -1 TITUS 300RF SURFACE 14"x10° NA *26 2 RG -I TiTUS 350RF LAY -IN 24 "x24" NA *26 2 RG -2 TITUS 350RF SURFACE 14 "x10" NA 0 16 X SUPPLY AIR DiFRISER RETURN AIR GRILLE 1. ALL CEiL11N6 DIFFUSERS ARE 4 - WAY THROW UNLESS INDICATED OTHERWISE ON PLAN. 2. APPROVED Et2.IALS: PRiCE OR KRUEGER. 3. DAMPER IN FACE OF DIFFUSER. 4. REFER TO PLANS FOR NECK SIZES. 5. PEER TO DETAIL ON SHEET 1 Al2 FOR POSiT10NiNG OF DIFFUSER LANDLORD DETAILS IT IS TIE RESPONSIBILITY OF THE CONTRACTOR PERFoRtitN s TfNE MECHANiCAL WORK TO COORDINATE INSTALLATION OF THE SYSTEM WITH MY/ALL LANDLORD DETAILS AS APPLICABLE FROM THE LANDLORD'S CRITERIA BOOK. ALL APPLICABLE LANDLORD DETAILS SHALL BE CONSIDERED PART OF T1416 DRAWING SET, AND NO EXTRAS WILL PERMITTED DUE TO LACK OF FAMILIARITY WiTH LANDLORD'S CRITERIA, REQUIREMENTS, T'ECI.NICUES OR DETAILS. GENERAL NOTES L 14VAC CONTRACTOR TO VERIFY LOCATION OF EXISTNG HVAC EQUIP=MENT AND DUCTWORK 2. I-VAC. CONTRACTOR TO SUBMIT DRAWINGS FOR APPROVAL SNOWING AN'T DEVIATION TO THE DIAGRAI'MATiC SCHEME AS SHOIUFN I- .EN. S. DUCT SIZES SHOWN ARE MNI11U11 CLEAR SIZES TO ALLOW CFM.'8 AS SHOOK 4. DIMENSIONS LOCATING DIFFUSERS ARE PREDICATED BY THE LOCAT1GN OF THE LIGHT FIXTURES AS SHGUN ON SHEET 'El 5. E.C. TO COORDINATE WITH THE 1LVA•C. CONTRACTOR FOR THEE LOCAATiON OF DIFFUSERS AND LIGHTS FIRE ALARM SYSTEM NOTE THE GENERAL CONTP�ACTOR MUST DETERMINE WHETHER OR NOT A FiRE ALARM SYSTEM iS R1EQIJIRED FOR T1416 SPACE. WHEN REQUIRED, IT IS THE FINAL RESPONSIBILITY OF THE G.C. TO INSTALL THE FIRE ALAR M SYSTEM AND ALL RELATED EQUIPMENT. THE SYSTEM MUST MEET LANDLORD SPECIFIED CRITERIA, AS WELL AS COMPLY WITH ANY NATIONAL AND LOCAL CODES HAVING JURISDICTION. G.C. SHALL CONTACT THE LANDLORD'S REPRESENTATIVE FOR MANUFACTURERS) AND MODEL NUMBER(S) REQUIRED TO CONNECT WITH THE LANDLORD'S FIRE ALARM SYSTEM. IF NO SUCH INFORMATION IS AVAILABLE FROM LANDLORD, THE G.C. SHALL BE RESPONSIBLE FOR SPECIFYING ALL EQUIPMENT PER LOCAL CODE AND ALL ADA REQUIREMENTS. THE GENERAL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL REQUIRED DRAWINGS AND FOR APPLYING AND OBTAINING ANY REQUIRED PER1"1IT(S). G.C. SWALL LOCATE AND =MELT ALL REQUIRED DEVICES PER DIRECTION OF LANDLORD AND /OR THE LOCAL BUILDING / FiRE INSPECTOR'S REQUiREMENITS. NO EXTRAS WILL BE ALLOWED DUE TO FAILURE OF OBTAINING REQUIRED 11.FORVIATI 4 PRIOR TO BIDDING, FIRE SUPPRESSION SYSTEM iT 1$ TINE RESPONSIBILITY OF THE CONTRACTOR PERFOR1' 1NG THE SFRINKLF..R WORK TO VERIFY ALL LANDLORD, INSURANCE AND CODE REQUIREMENTS FOR FIRE PROTECTION. ANY REQUIRED SPRiNKLER SYSTEM INSTALLATION OR REWORKING IS TO BE PART OF 1141$ CONTRACT. CONTRACTOR SHALL BE RESPONSiBLE FOR SURVEYING SITE, SHALL PROVIDE ANY REQUIRED DRAWINGS, CALCULATIONS OR ANY OTHER NECESSARY INFORMATION AS REQUII D BY LOCAL AUTHORITIES AND LANDLORD'S Lt4DERIJRITERS FOR THE FIRE SUPPRESSION SYSTEM, AND SHALL OBTAIN ANY PLATED PERMIT(S). SPRINKLER HEAD LOCATIONS MUST BE COORDNATED TO AVOID CONFLICT WITH LIGHTING AND /OR HVAC EQUIPMENT. IN CASE OF SUCH COJ+FLiCT, L1GsHTNo AND HVAG EaliFMENfr LOCATIONS TAKE PRECEDENCE. ALL SPRINKLER TEARS SHALL BE MKIN3' HORlZo 1 MIRAGE MODEL M4 05 STANNDARD RESPONSE CONCEALED PENDANT $M41(-ER WITH UNITE COVER PLATE AND TEMPERATURE RATING OF 168 DECREES FAHRENHEIT (14 DER CENTIGRADE) NKNG can TEGHNiCAL. SERVICE$ 8'11- 384 - 5464). CONTRACTOR MAY ELECT TO USE STANDARD CHROME PENDAND J -Jir4D ' IN THE STOCK ROOM AND TOILET ROOM AREAS NOT DIRECTLY ACCESSIBLE TO IFS PUBLIC. SPRINKLERS MUST BE CENTERED IN LAY -ltd aura TILES, UJFEREVER APFLiCABLE. SPRINKLER CONTRACTOR SHALL SUBMIT A SPiNKLEER SHOP DR4WNG TO THEE TENANT AND GENERAL CONTRACTOR INDICATING: THE WORK INCLUDED PER HIS 131D PRICE. NO EXTRAS WILL BE ALLOWED iF THIS FORMiAT IS NOT FOLLOWED. NO EXTRAtS WILL BE HNON OtED i?IIE t .•.' .111 • !._ • I . ,1::a� .. !a► .!1■ �._ !:.I ! __.,..ice • F.. I TRANE EQUIPMENT PACKAGE STERLING: JEELELERS l 4C. 11A5 A NATIONAL ACCOUNT AGREEMENT WITH T1E TRANS COMPANY. ALL BIDDING I- AC CONTRACTORS ARE DIRECTED TO CONTACT TidE TRAM NATIONAL ACCOWTS CLEVELAND OFFICE AT 1- 800 -29I -4044 (or 440. 248 -340) WiT;1 PRODUCT RELATED QUESTIONS AND TO OBTAIN PRICNG AND PRODUCT Rt4FORa'IATION. EGIMMEWAWaLWA VAV SOX, GRILLS 1 DIFFUSERS, EXHAUST FAN AND TJER"iOSTAT. EQIIIECIMINAHMELG TRANS WALL PROVIDE 1 YEAR PARTS AND LABOR WARRANTY CN TRANS EQUIPMENT AND CONTROLS. 5 TEAR PARTS WARRANTY PROVIDED FOR COMPRESSORS AND 1-EATEXCTANGERS. NOTE- OR1 ER PROCEDURES: THE MECHANICAL CONTRACTOR (OR GEt€R41.. CONTRACTOR) SHALL EJHASE THE EQUIRIENT FROM TRANE. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR COORDINATING AND ACCEPTING THE MATERIAL, VERIFYING PROPER QUANTITIES AND MODEL NUMBERS ALL TEMPORARY STORAGE OF EQUIPMENT AS REQUIRED. TYPICAL DETAILS iT IS THE RESPONSIBILITY QF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH BOTH FIELD CONDITIONS AND NSTALLATION DETAILS AS SHOILN ON SHEET NOTHI1NG ON TWIS SHEET NOR ON SHEET 'C - SHALL RELEIVE THE CONTRACTOR OF HIS RESPONSIBILITY TO vERiFY ALL EXISTING CONDiTIONS, TO VERIFY AND COMPLY WITH REQUIREMENTS OF LANDLORD OR LOCAL AUT1 IORITY HAvINS JURSIDICTIDNL ALL WOWN SHALL BE PERFORMED iN ACCORDANCE WITH LOCAL CODES AND BEST INDUSTRY PRACTICES. .lobf =Information • t E ,fericen - VAV selection i C (e y eland ' (EST }Robert McClintock I I Tag i NEvdel number 0046tity Unit Information r Unit model 'unit control type )lilt insulation Elevation ;Design cooling airflow Min cooling airflow } Heating information • ,Unit heating airflow :Valve heating airflow :Unit LAT Primary EDB °Plenurii EAT Coil EAT 'Coil LAT Coil heating capacity Room heat loss Fan/Electrical Information FP -1 VSCF16 1 VSCF DDC - cooling only 2650 cfm 500 cfm 2650 cfm 500 cfm 69.06 F 65.00 F 70.00 F Motor voltage 208 Downstream SP 0.48 in H2O Fan airflow 2650 cfm Motor type Single speed w/ SCR L % of fan range 99.00 % VAV Fan Powered Terminal Units RECEIVED CITY OF TUKWILA FEB 212008 PERMIT CENTER Project Design 1 Drawings 2001 Anew Architecture Or18ina' Prototype Design Q 2006 Jencen Architecture Primary inlet 16" (406mm) Inlet Fan size 07SQ APD @ cooling airflow Cooling inlet diameter Cooling inlet velocity Operating weight Max inlet SP Room heating setpoint Main coif type Heating flow rate Heating delta T Heating ent fluid temp Coil fluid PD Fluid type Fluid concentration Heating Cv 0 E 0.40 in H2O 16.000 in 1898 ft/min 120.0 lb 72.00 F None CORRECTION LT R# IF- Fan TSP 0.48 in H2O Fan power 1.000 hp Full load amps 6,60 A Min circuit ampacity 8.25 A Max overcurrent protection 15.00 A 1 JEHCERg A(( C OOO�nTEC TUn1((G E(� RETAIJLS DIESEI �?JLIV 2 O IpU©L"MOUE CLEV E 6W ` +' ' 44 15 ll+�i1la11f MOW 5219 J :7,219 t 4' ARCH', i t �, A 4 .STATE OF •7A.SIEIi;G T U: 1 Vrc S >14 I 4.0. I co ELI a.) co 3- a Q_ op ".1 W O z 0 7 � W o`6 V� 4 0) E Cr porfernire t192.4111 SCOT REvosoome MECHANICAL PLAN NOT tb CIF I C &TO©IBS TYPICAL HANDICAPPED ACCESSIBLE DRINKING FOUNTAIN I9 WATER TEMPERATURE 40' 60° 80° DEPTH 120' G=ALLONS PER HOUR 20 14 ' R ' NV4 1 ;: r L_______ 6 MAX § I 1 N ib. I 48' MIN 4, REQUIRED CLEAR FLOOR SPACES AT WALL MOUNTED DRINKING FOUNTAIN HANDICAPPED DRINKING FOUNTAIN REQUIREMENTS L DRINKING FOUNTAIN WATER HEIGHT LOVER ROI.INTA1N - 36' AFF MAX. TO SPOUT OUTLET 2. CENTERLINE OF DRINKING FOUNTAIN - MIN. I$" FROM NEATEST ADJACENT WALL 3. KNEE CLEARANCE AT DRONXING FOUNTAIN LOVER FOUNTAIN - 21' MINI i- EIGHIT, 30' WIDTH, 11' TO 19' DEPTH. 4. WATER FLOW DIRECTION - PARALLEL OR NEARLY PARALLEL TO FRONT OP UNIT 5. CONTROLS LOCATION • AT FRONT OF UNIT 6. CONTROLS OPERATION • ONE HAND REQUIRED, NO TIGHT GRASPING, THING, OR TURSTM CF WRIST. 1. CONTROL ACTIVATION FORCE - LESS THAN 5 LIST S. SPOUT LOCATION - WITHIN 3" OF MON T EDGE S. WATER ROW - MIN. 4" HIGH FROM SPOUT 10. CLEAR FLOOR SPACE PARALLEL TO FRONT EDGE - 30' M114. 11. CLEAR FLOOR SPACE PERPENDIOJLAR TO FRONT EDGE (APPROACH) - 48" MIN. 12. CLEAR FLOOR SPACE MAY INICUIDE 1Q EE$PACE BENEATH (NIT 13. DRINKING FOUNTAfN MAY NOT BE IN TOILET ROOM 14. PROVIDE APRON INSTALLED LNDER UPPER 11 TO ENSURE HANDICAP ACCESSSIHILITY - 'RECOVERY CAPACITY OF 'RHEEM' 6 - GALLON 2000W WATER HEATER WATER TEMPERATURE 40' 60° 80° 100° 120' G=ALLONS PER HOUR 20 14 10 S 1 54' MIN. GRAS BARS AT WATER CLOSETS CONNECT TO LANDLORD'S EXISTING 3/4' COLD WATER SUPPLY. (VERIFY LOCATION.) INSTALL NEW METER IF F U2" Cui..-1•- I 4110 NEUI 140T WATER TANK N ANIZED PAN CN TOP OF DECK ABOVE TOILET ROOM. PIPE TO FLOOR DRAM'S TRAP BY AN UNDER -SLAB CGN ECTION PER MANRFAGTURER'6 SPECIFICATIONS •- SEE ALSO DETAIL 2A'12 1/2" C W. - INSTA -HOT WATER 1- 1EATER MONIED BELOW LAY 1/2" C.II. FOR TRAP PRIMER. 1. ALL PLUMBING WORK MUST CONFORM TO LOCAL, STATE AND NATIONAL PLUMBING CODES HAVING JURISDICTION. 2. ALL PLUMBING PIPING MUST BE METALLIC, AND NO 'PVC' OR 'ABS' PLASTIC PIPING IS PERMITTED. 3. ALL PIPING THAT IS DISCONNECTED AND /OR NOT IN SERVICE AT THE COMPLETION OF THE WORK, MUST BE REMOVED BACK TO BEHIND FINI51 -1ED 51.1E ACES, AND MIST BE CAPPED OR PLUGGED GAS AND WATER TIGHT. MIRROR CABINET SRDAN MODEL *626 BEL AIRE BATH CABINET WITH FRAMELESS MIRROR 13Y G.C. (MOWN BOTTOM AT 39" AFF.) TOILET PAPER D ISPENSER PIPE T t P RELIEF AND OVERFLOW DON IN WALL TO FLOOR DRAIN -- SEE DETAIL 2412 LAY. THERMAL EXPANSION TAN( 1/2° CAL WATER SUPPLY DIAGRAM NO SCALE TYPICAL HANDICAPPED TOILET ROOM MIN. KNEE I1" MINI 6" MAX. TOE CLEARANCE .- ' CLEARANCE LAVATORY CLEARANCES NOTE: AS AN ALTERNATE TO TI-IE MIRRORED CABINET SPECIFIED N "TYPICAL HANDICAPPED TOILET ROOM" DETAIL, G.C. HAS THE OPTION OF INSTALLING PLAIN 1/4" THICK POLISHED PLATE MIRROR WITH CHROME 'J' MOULD SURROUNDS SCREWED INTO STUDS OR DRYWALL WITH PLASTIC ANCHOR BOLTS AND BUY SEPARATE MEDICINE CABINET TO BE INSTALLED ADJACENT TO MIRROR. MOUNTING HEIGHTS OF MIRROR MUST BE AS INDICATED ON DETAIL, REGARDLESS OF TYPE OF MIRROR USED HANDICAPPED TOILET RM. REQUIREMENTS 24" -6 " j. GRAB BARS AT REAR OF WATER CLOSETS L WATER CLOSET SEAT HEIGHT- 11" TO I9' AFF. 2. CENTERLINE OF WATER CLOSET - 18' IZO11 SIDE WALL 3. GRAB BAR BEW ND WATER CLOSET- 36" LONG, 33' TO 36' AFF, EXTENDIN* 12" FROM CENTER OF WATER CLOSET T OWARD SIDE U LL. AND 24' FROM CENTERLINE OF WATER C.LO5ET TOWARD CLEAR 61DE. 4. GRAB BAR AT SIDE OF WATER CLOSET- 42' LONG, 33' TO 36' AFF, MAX. 12' FROM REAR WALL 5. SPACE BETUEEN WALL AND GRAS BAR 1 IR'. 6. GRAB BAR DIAMETER - 11/4' TO 1 1 /2'. 1. GRAB BAR STRUCTURAL STRENGTH - 250 Lea IIIN. R4 ANY DIRECTION S. TOILET PAPER DISPENSER - 1 " -9' FROM FRC4'1T OF WATER CLOSET, MN. I5' AFB MN. 1 1i2' BELOW BOTTOM OF SIDE GRAB BAR S. KNEE CLEARANCE AT LAVATORY - 21" MIN. IEICGHIT, S" MIN. DEPTH. 10. LAVATORY APRON HEIGHT - 29" MIN. L LAVATORY DEPTH (MOM WALL) - 11" MM. (SOUL DEPTH 6 L? MAX) 2. LAVATORY HOT WATER AND DRAIN PIPES INSULATED *ERE EXPOSED. 3. LAVATORY RIM SURFACE • 34" APP, MAX 4. MIRROR BOTTOM EDGE OF REFLECTING SUe f-ACE - 40" MAX. AFF. • INTERNATIONAL $711BOL OF ACCESSIBILITY SHALL BE MT'D ON THE EXTERIOR OF THE TOILET ROOM WALL ON THE LATCH SIDE OF THE DOOR AT 60" AFF. TO CENTERLINE 6. DOOR PRIVACY LOCK SHALL HAVE LEVER HARDWARE HANDLES. 11. DOOR SHALL HAVE MAX. °M9 FORCE 5 LIEF. S TOILET FLUSH CONTROL SHALL BE ON THE WIDE SIDE OF THE IX (OPPOSITE THE WALL) 19. LAVATORY FAUCETS SHALL HAVE LEVER- OF'ERATED 14ANDLES NOTE: I-10T WATER AND DRAM PIPES UNDER LAVATORIES SHALL SE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT T1- ERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAYS, Ir1' 1410,-\ 1/2' C LUI'� MOP SINK 1 -1/2" 14111 1R' CW. A DJ 3" W. PRECIOUS MEDAL FILTER I I/2" W. CA 1 1 REQUIRED. NOTE: HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAYS. GENERAL PLUMBING NOTES SEE SHEET *A9 FOR TOILET ROOM FIXTURE SPECS. L ALL PLUMBING fUORK TO CCMFLY WITH ALL APPLICABLE CODES MD LANDLORD CRITERIA 2. AL.L HOT AND COLD PIPING AND FITTINGS SHALL BE INf5UL4TED U114 1/2" THICK NAP ON F1EERGLA$6 INSULATION WTW CAHVAS JACKET COVER COLD WATER PIPING INSULATION SHALL INCLUDE VAPOR BARRIER JACKET SEALED um CEMENT, 3. STERILIZATION OF DOMESTIC UTTER SYSTEM -- BEFORE BE fG FAD N SERVICE, ALL WATER LINES SHALL BE CHLORl 44TED TO THE SATISFACTION OF THE Ei•WhEER IN ACCORDANCE WITH AMA SPEC C60-53t. 4. PROVIDE ACCESSIBLE SHUT -OFF VALVES AT ALL FUJIBIN*FIXTLIRES. WATER VALVES TO BE JENKNS 0 416 OR EQUAL S. INSTALL SHOCK ABSO SERB ON ALL 10? AND COLD MATER BRANCH LASS TO PLUMBING FIXNFES. 6. DRAWAG1= AND VENT PIPING SHALL CONSIST OF EXTRA 1 EAVr HUB AND GP$GOT CAST IRON SOIL LINE AND GALVANIZED THREAD MALLEABLE IRON VENt FITtd4343. 1. SOLDER JOINT FMTNGS [BUNG °.r8 -3 SOLDER WATER PIPING BELOW SLAB ON GRADE TO SE TYPE 1'' 144D WATER PIPING SHALL CONSIST OF TYPE 1' HARD COFFER TOM WITH CAST BRONZE UIRO JGAT COPPER COPPER 1IJ13M USIM SILVER WILDER. & STORAGE TANG WATER - EATER PRESS, 1EMPERATURE TEMPERATURE AND RELIEF VALVE S464L.L USE "WATTS REGULATING COMPANY' CR APPROVED EQUAL S. INSTALL WATER PETER AS REQUIRED BY APPLICABLE CODES, UTILITY CO AND LANDLORD REQUIRECIENTS. 10. ESC JTCI EONLS -- PROVIDE EXPOSED PIPITS', BOTH BARE AND COVERED, WITH OP CAST BRASS ESCURC.EON4S 1LI.ERE PASSING THROUGH FLOORS, CE1LMGS, WALLS OR PARTITICNS, IL SUPPORT HIORIZON ?AI. DRAINAGE FWD* AT LEAST £YRr S' -D' OR AT EVERY HUB. SUPPORT COPPER ROM EVERT 1'-0" AND STEEL PIPE EVERY 42' -0". WITH CLEVIS }LONGER AND INSULATION! PROTECTION SHIELDS, PIPETS SHALL HOT EE SUPPORTED F1401 BRIDGING OR OTHER PIPING. 12. TEST PIPIT AND PROVE TIGFIT FOR AT LEAST 1'UC M !JR3 IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND/OR AS SPEORIA TEST SHALL BE PEW-OWED IN THE P' ESENCE CF THE TENANCT REPRESENTATIVE MD LOCAL INSPECTOR TEST SHALL BE FATED F1= NECESSARY UNTIL FINAL APPROVAL OF SYSTEM 15 OBTAINED. 13. TEST MANAGE AND VENT PIPING BY PLUM UN WATER TO OVER:FLOP*. WATER LEVEL TO REMAIN CONSTANT. 14. TEST WATER PIPING 1.1.111I SLATER THIRTEEN (13) TIMES THE WCRE'JNG PRESSURE. REPAIR SHOP SIM< I 2 ' v 3 W. NOTE: IT 1$ THE GENERAL CONTRACTOR'S RESPON$1BILITY TO VERIFY EXISTING WASTE LINE AND VENT SIZES IN FIELD. GC. TO N071FY ARCHITECT IN THE CASE OF ANY DISCREPANCIES. 4" V,T.R----- ---N -1 VERIFY 1 LOCATION J1 CONNECT t0 LANDLORD'S 1 '� • 4" SANItARY WASTE 1 / i (VERIFY SIZE AND LOCATION IN FIELD) I � , INSTALL NEW PETER IF . 1 r 2"V. i i s** .i1 I 1 "'--- 2°V FED. F.D. 3" W. ,1 • 1 1 1 1 I - ' - - ° 3 ° v 1 • 3 eirr • •• 1 2"Y,- ---- -1 1 1 LAV< 1" 2"Y I T.P• WASTE AND VENT DIAGRAM NO SCALE NOTE: TOILET ROOM 15 DESIGNED TO MEET ALL A.D.A. MINIMUM !SPECS. AND WASHINGTON STATE SPECIFICATIONS. G.C. SHALL VERIFY TWAT ALL LOCAL AND STATE CODES ARE MET. GLOBE VALVE 1 - A` Alit - As /i MIL COLD WATER MAKE -UP 4 EXPANSION TANK ----- THERM- X -TROL 5T -5 BY AMTROL DRAM VALVE WITH HOSE CGN81ECTICN GALVANIZED OVER�LCW PAN ELECTRIC HOT WATER TANK - WATER TEMP TO BE SET AT110'F 3/4' DECKING MATERIAL CN 6' METAL JOISTS AT 16" ON CENTER AND 8/8" DRYWALL CEILING BELOW PROVIDE BLOCKING AS NECESSARY FOR GRAB BARS TO ACHIEVE STRUCTURAL STRENGTH OF 230 LEIS M ANY DIRECTION CONNECT TO LANDLORD'S EXISTING 4' SANITARY SEVER LINE. ( VERIFY SIZE AND LOCATION.) GC. TO PROVIDE FRP WAINSCOT TO 48' AF.F. ON ALL TOILET ROOM WALLS TV ►E OP. CODE COMPLIANCE APPROVE MAR - 5 2008 C---- tv Of TukWlla ILA N DW VACUJM AIGER 140T WATER TO FIXTURES GROUND JOINT UNION PRESSURE AND TEMPERATURE RELIEF VALVE PIPED TO NEAREST INDIRECT WASTE OR FIXTURE SIDE OF NEAREST SIN c TRAP. DISCHARGE PIPE AIR9;s4? FITTING 2 X DISC14ARGE PIPE DIAMETER 1 • • 1111111 TO NEAREST INDIRECT WASTE HOT WATER TANK DETAIL no scale GONF0R1 TO SEC. 505.1 OF I.P.C. PLUMBING PLAN 1/2••1-0' L I N E CF FINISHED WALL; G.C. TO PROVIDE AN OPENft : IN WALL FOR DRAIN LIRE(' $) FINISH EDGES WITH PLASTIC OR RUBBER TRIM. ROCR DRAIN (SEE SPEC. SHIT. •A9) 4 4 4• 1/2' PRIMER TAP -/ (INTEGRAL TO BOOR DRAM) NOTE: MAINtAN FIRE RATNG CF SLAB (3 HOUR TYP: -- VERIFY IN FIELD) R N1E1.1131;24 NE CONCRETE SLAB e WATER TANK ON TOP OF DECK ABOVE TOILET ROOf'1. no scale MAX. : a repair shop G.C. TO PRCV1DE FRP WAINSCOT TO 54' A. ON WALL SEI -IND DRINKING FOUNTAIN PAN AND RELIEF LINES FROM HOT WATER TANK 41D/OR 14VAC UNIT CONDENSATE LINE IN WALL ( F TRAP PR R Ca+eeeTE SLAB 4 CONNECT TO 4' SANITARY LINE -• VERIFY SIZE AND LOCATION OF CON 4ECTION IN FIELD PAN AND RELIEF LINE DETAIL NOTE; FLOOR DRAIN INSTALLATION WILL BE INSPECTED BY THE PLUMB34G INSPECTOR FLOOR DRAINS ARE TO SE SET IN TAR A LAYER OF LEAD SHEETING I$ THEN CLAMPED IER4EATI4 THE DRAIN'S CLAMING RING. A WATERPROOF MEMBRANE WILL THEN BE INSTALLED ABOVE THE LEAD SHEETING AND THE SLA8. INSTALL LOATEF5=ROOF MEMBRANE TO SIX THOS MIN. ABOVE THE FINISHED FLOOR IN ALL UET AREAS, OR AS DIRECTED ON PLANS. THE ILOORING MATERIAL IS TI-EN INSTALLED ABOVE THE MEMBRANE AND THE FLOOR DRAIN LEAD. WATERPROOF MEMBRANE 70 BE 'DAL -SEAL TS' BY DAL TILE, DALLAS, TEXAS. (80O) 933 -8453, LEAD SHEET MINIMUM 2' X 2' SET IN TAR AND CLAMPED ON TO FLOOR DRAIN CLAMPINY RING ■� • M■ ■► =Mini ; iw•1■1111I : Nw.w■•=1 • .•im �i+ •ia WATERPROOF MEMBRANE 14! Jr f a - - TAR BELOW FLOOR ORAN, LEAD SHEET AND ABOVE TYPICAL TOILET RM. 4 FLOOR DETAIL no scale a JIMACEK1 ARCHOTECTUR HUM DE SOON 2850 r� IG E � 0 44 RR PH . N E a 216. 81.0131, II'A {13 2116.781.0134 ('E c W - - CO7 a LOOT cz Q G,. C4 W 0 0 7) mi/a 1 65 Z 5219 R[0+STs UD ARCH; fi_CT RCp _ Tr_ OF REVIISOOMS M2 EI' 'E[r VIL 1 '00 mororrm tram mom N ER KUNMIN DDAG A IS .: �1�� U ES A DER RICHARD R. JENCEN ASSOCIATES }REVISED PER LANDLORD w 1- U D (1) z w 0 z w JEROCCEK1 ARCHOT ©T IRE HC4hDd DIMO l 2850 EUCL MERU PHONE 21818`0.0131 FAX' 21.781.0 I. , E C _ CD cti L id Ct.CO J 0 t. ° W Cr 3 CD CO 0 * CT) CO V 0 cD 4■J ■1-' a — CO 4- V� CD a 4 1 AVENUE CYlYO aief HIEVOSGONS CM PPOranit yam mbar COMMON N DETAILS rig MAL AND it .. M LIMN NOTE: DETAILS ON THIS SHEET ARE REPRESENTATIVE OF POSSIBLE REQUIREMENTS AND CONDITIONS. NOT ALL DETAILS APPLY TO ALL PROJECTS. IT IS THE FULL RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE AFFECTED TO WORK TO VERIFY WHICH DETAILS ARE APPLICABLE TO T1-1I5 PROJECT. IT 15 AL50 THE FULL RESPONSIBILITY OF NE CONTRACTOR TO VERIFY ANY ADDITIONAL REQUIREMENTS WITH LANDLORD AND LOCAL AUTHORITIES HAVING JURISDICTION. CsALVANIZED EIESET METAL DUCT CIf1DOOR AJR _ " DECK ABCNE M.1. THREAD RCOS INSTALL PER /MANLF +GTIiRER'S RECOMMENDATIONS (TYPICAL) f 1 T ME' 320 CFM'1 • GEE NOTE V _ 0 11 i - - 1 ` SEE NOTE 'I - to SUPPLY AIR MAIL _ _ - L f -- METAL STRAP - E -1 8 Suf Y F1W DUCT gUppLY ALR 2 "x4" FIRE TREATED WOOD NAILER °ECt TO cu AT I2'o C. (MM. 2 PER SIDE). � = CLAMP U5E THIS DETAIL FOR NON - REMOVEA$LE EQUI��I'1B�tT 2'x2" FIRE TREATED WOOD NAILER. "E.g o. (TYPICAL) 2 PLACES Tie _ 1 �\ VOLUME DAMPER 1 E-2' SECURE TO CURB AT 12 'OCLMIN (2) PER JOISTS I�TUI 4 A R IMIN 4∎ w FABRICATED !6 GAUGE GALVANIZED SHEET METAL ALL WELDED CONSTRICTTON. PAINT WITH 11 ' SIDE) LAP ANGLE MIN 2 AIL FOR USE OVER JOIST s == RUST I�SISTANT PANT AFTER FABRICATION. t / ( EQUIPMEKT FTS`AMfN1Cs FOR INSULATED FLEXIBLE 1 -1/2" TI-K FIBERGLASS COR LECTION (MAX 5 FT) IN 1 DUCT PENEtR4TION AZ DECK INSL1..4tlft+l (MIL FACINiCs VERTICAL ONLY � FABRICATE I- EIGHT C{r CURB 30 THAT FIGHT ABOVE ROOFING WAGE IS A MINI 10', ••�: �= STRAP ww. METAL CLAMP R IGID INSULATION TO MATCH THICKNESS OF mi■w■■w �.r.r.ww::i � SUPPLY AIR DIFFUSER (TYPICAL) 2 PLACES Win I - N A I LER. ADHERED TO ` .�__ _ -- _ lNI 6 SMOKE DETECTOR — -- 3, " CHANNEL IRON CURS. MEET C' UQ D6L�op s * .. ��i r : � �� M (TYPICAL) • I� T 1110-1-181 "� {x " - ` .0•/<0 1 . FLEXIBLE DUCT MOUNTING DETAIL FLEXIBLE COhrNLECTOFZ' (TYPICAL) SECONDARY VIBRATION ISOLATOR DRAM PAN (TYPICAL) AIR HANDLER SUSPENSION SION DETAIL i��` r�• EXI5TNG [NSULATIG+N TO REMAIN. REPLACE r 1r i i=� ►� snw� ALL DAMAGED INSULATION TO MATCH, SectlfiE CURB `� `�" _ EXISTING AL DECK G"� wrw,wiwiiG ■ � M V �:.� cm MS -- vEr r 11PPIJCA91.E - ` OILY tlR1E@tE AM 8USP9i8I0Rt Is R3FE TC#LI.Y LI±i�CA'TE 1 AT s ' - .1•1. - w:; - 0 N.T.S. r EXIST1N1Ca JOIST '�— S'x3'xV4" ANGLE FRAMIt4 ALL SIDES OF DUCT PENIETRATION WELDED OR BOLTED TOGET1-ERR COPE ANGLES PERPENDICULAR TO JOISTS t0 ALLOW TOP LEG TO SET ON * FIRE TREATED ISLOCKNG ALL (4) SIDES CF f'TER ED JOINTS U3f=.LDED AND TOP CHORD OF JOIST. WELD OR CLAMP ANGLES TO JOIST. CURS. NOMINAL &VIDE x THIC1 66 TO MATCH GROUND SMOOTH ON CURE (Yt'PJ ANGLE MAY BE OMITTED ON SIDE OF DUCT OPENING WITHIN INSULATION THICKNESS. 6" OF Joi$t. PLAN ' BELL MOUTH OR CONICAL SPIN FITTING. SEAL SECTION •A• N.T.S 1 : , K . z •" M1 DUCT INSULATION U a AIR -TIGHT WIN MASTIC VOLT s DAMPER - LOCATE ABOVE CEILING. PROVIDE EXTENDE W SHAF ITH T N - 1SULATION L INTERIOR DItrENSrONS To SE DETERI1R 2, EXTERIOR MN. DIMENSIONS OF CURB FOR 9 P SY SPECIFIC EGIUIPMENT. SEE DETAILS FLASHING AND NCs SHALL BE t ?"xl2'. DETAIL OF FABRICATED CURB STEEL OR WOOD STUDS PROVIDE CLEARANCE ON TOP AND SIDES FOR EXPANSION I� iw®�1 11 ill MOLNTMs ANGLES CN ALL FOUR SIDES CF SLEEVE AHD a4 EON SIDES CP WALL. USE A MIN. OF 1-1/2"4-1/2"x14 GA. CA..VANIZR:O ANGLES BO LTED CR U,ELDED 2' O.C. WITH I A MIN. TTUO PER SIDE + 1 �� _I B � U _ (] = _ �- 1 � 1w }- ... q c j� -- € p ry x ] n )- z 0- 2 j ri: CM FOR ; = , OMIT I N.Y.S. - VERIFY IF APPLICABLE -- DETAILS OF ROOF CONSTRUCT)ON MAY VARY HOOD EXI -IAt1$ T OR WERE CODE DOES NOT PERMIT TREATED WOOD BLOCKING, AND ROOFING MATERIAL PER CODE. WOOD sioc ' UTILIZi; GAGE AS SPf C BY MAGNA � t o � � 1- w s E 'L ` FASTEN WITH MIN. (3) SHEET METAL SCREWS. SEAL uAtH DUCT TAPE AND MASTIC DAMPER SHALL E BOLTED OR ULELDED TO SLEEVE ON 84i E i FASTEN WITH MM. (3) SHEET METAL SCREUS. sEAL WITH DUCT TAPE AND MASTIC wr SPACING AS MoLINTING AI�IGLl =9. I - � , -- - 1 f— r' METAL NOSING 1 I LE' URAP INSULATION: OVERLAP 4' MINIMLEI, STAN AND TAPE FOR VAPOR SEAL. DUCT INSULATION SUPPLY DUCT TAN[,i11 A TO ROUND DUI REQ'D 1 1 1 DAMPER ---- SECURELY TALE YINY1. METAL TM A M U O U cP 11)10 (2) CONTINUOUS IOU$ WRAPS OF DUCT TAPE STRAP CLAMP OVER FLEX DUCT INL5111.ATI N 4 VINYL TO $ -I EET TAPE HANGER STRAPS: Ex 22 GAUGE, A�(3) SHEET META SCREW'S BELOW. 1 4 ROUND 'SNAPLOCK" ROUN 'S NAP 6 DUCT BRANCH TAKE —OFF DETAILS PLENUM P- ••: INTERNAL R�.SUL ATIGN AS REQUIRED CM N.T.S. NE.A -A , pL I --; r -_ .,w�s �e , l r }: C WITH 1 I/2A " S RAP i 1 E1AL 1 ��` I. ' 1 t : FOB, ..,� NC .,r f °; : I AcGE$$ DOOR FOR SABLE LINO _ 11011ol ®LI�II�1�i1E;_ E ! tN3L9,.ATlON t0 DUCT NSL4 TO FORM A GOOD SEAL - -- __.__4 :-_ :` :.............. . DUCT BREAKAWAY CONNECTIONS TO BE IN ACCORDANCE WITH U L , I+FPA, SI`1AGNA, AND DAMPER I 1 NOT MONTHS ANGLES TO � I an.1 TAPE MD MASTIC A. ; ; ` `e '6NAPLCK:#C' MANUFAGTUEER'S RECOMMENDATIONS. _ § DO FASTEN WALL (TYF: ALL AROUND) 1/4' x 6" LG, GALVANIZED STEEL LAG ECLTS- BOLTS TO HOLD 13LOCKINCs TOGETHER I ,AIR - Or b al 0 = ■ (C,4I ROUND ��; R � _ .. (FLEX ONLY IN VERTICAL) 1 AS PER DLIJGS , . _ _ �. IN$L1LATED : . ... ... .:.. ... . MINIh"It�1 RADIUS EQUAL - . l i FIRE DAMPER DETAIL SECURE NE LATION WITH TO TI•IE FL IEX DUCT r rY ROIINID :T. �� SUPPLY DUCT to STICK -FNS AT IS" DEC. AND DIAMETER AD1 -ESIVE ON BOTTOM, FOR Aga A�1� BAND CLAMP AND THREE SHEET METAL SCREWS tHR HELIX OF FLEXIBLE SUPPLY AIR MAIN 3 0 IN9l ILATI =D FLEXIBLE COEGTICN GM N.T.B. -- WHERE REQUIRED ON FIRE RATED WALL) DUCTS ?4" AND LARGER SPIN-114 FITyTNG: _ DAMPER SCOOP P.cCEPT IN / / GYP, EDARD , Cl ILNGS, DAMPER N ��` - . u DUCT T L L INER (TYPICAL) �: �_' ' 1 i i Anon FLEXIELE DUCT: fN ELATED, , ONLY IN VERTICAL I/4 x 2 LG. LAG BOLT FASTEN PIPE CLIP TO EL.00KtN�s 1 FLOWE:AR LINEAR SLOT DIFFUSER THEi^d"1.4.. INSULATING BLANKET REQUIRED FOR FIRE RATED mums ONLY. I0 LINEAR DIFFUSER —� A GYP. BD. I.INCs MEN CE1 SHOW ON PLANS PLAN GREEN -ECK CRS- 6ERIESOR EQUAL. �� l�� r•I SECURE BASE TO CLIMB im, -� / . 24"x24 MODULE elm B4CKPAN / (INSULATION / OMITTED FOR i cLARITY) NECK r �,,,.,, r .:�, / \ � ` _ ` ` U7R4P INSULATION ABOVE C EILING DIFFUSER: 'SET THE CEILING DIFFUSERS - p CW AS 51`tOLUN CH PLAN 1 ; SIZE PLUMBING CONTRACTOR LINE SUPPORTS SLEEVE AND . IS RESPONSIBLE TO PROVIDE GAS FOR ALL GAS LINES NCLUDIN's TENANTS PPE CLIP. L EGt'D 4 r LU/ LAG SCREWS 12" O.C. MINIMUM OF 2 PER SIDE. RESILIENT GASKET SEAL ; , ■ / J J 1 , CEILING DIFFUSER • • Intl' 1 B) E AR ` FABRICATED «1813 � ► EXHAUSTER BASE. # '`�U 1"11VG DETAIL N.T.S. ' E 1 LAY-IN • ww =. . ` SEE 0.1R5 DETAIL � DUCT I II " c a° 08840 ' s ° o ° : R • ! ► • :wwwr� 0 � , CEILING MODULE � CM CONNECTION DETAIL rtrs 1 24 I m P PIPE SLEEVE $EE NOTE - ' � BACIC PAN � , , \� �I EXISTING fl AT1CINL CURS 70 DECK W! GAS Lam (MIN. SIZE • I -I/4 ") f �1 L• J 1" WADE 20 GA GALVANIZED STI:q. PIPE CLIP FOR THE (27 "x4" U10t t'tANUZ1ED WO OD BLOCKS 1 /4" EIL>NG CEILING MODULE NOM. FACE SIZE HUMANE PAD Is'x18" (MIN.) IIUR1Ib RAGE SIZE ► �I 1 it - E__ �___- - SECURE \ $(ZE / \ ROOFING �. / / _ _ PLUS 1" / - EXISTING METAL DECK. SCREWS 12' ac, MIN. OP 2 PER SIDE. TAO V22 2F t. FA WM W SECTION !s' MRN. SQ. LEAD ' i • 3'x3'xV4' ANGLE FR/411413 (4) �$I L SUPPORT REQUIRED EVERY 10' -0' OC. AND AT CHANGES IN DIRECTION). 2. INCREASE HEIGHT A$ REQ'D FOR !EOLITHS ABOVE ROOF MOULTED ACCESSORIES $UGH AS EXPAJ+ISrGN JOINTS. 3. PVC FIFE SLEEVE ;SHALL BE THE ten SIZE PIPE. DIAMETER LARGER THAN THE OUTSIDE DIAMETER OF THE PIPE GAS LAVE SUPPORT DETAIL DUCT INSULATION SEE SPECIFICATION. SIDES - SEE CURS DETAIL MOTOR *2 FLASH' SEE NOTE 3 Y SEE NOTE '2 TURN LEAD FLASHING DON SEE NOTE StA1NLE$S ST EEL R1NE SOLDER JOINT OPERATOR DAMPER ELI-ERE REQUIRED) NOTES: I. H.VAC. CONTRACTOR TO COORDINATE INETALLATGN W/ LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PEEERIE FLASHING G AND COUNTER LAM -IPM INSTALLATION. 0 EXHAUSTER DETAIL INTO VENT PIPE A MN. OF I' STAINLESS STEEL ∎.- I F WATER CUT -OFF MASTIC kiiiiiiiihis, 1 BELOW TOP OF PIPE FOR CLAMPING RINGS � i5 AMM , I: ING IC CEMENT PRE-MOLDED PRPE SAL N.T.S. ` MY MTH GAS F�-D -RFTU'a I 4 LB VIRGIN LEAD - SEALANT (SMOKE. MISC.) , RaISSER RIOOFING MEMBR'IA R''OOF1NICs N.T.S. VERIFY REQUIRED RED — a fig rA in PIN VA t tal 4 . :. : . SUPPORT FROM IRON STRUCTURE REGUIRID -- SEE DO NOT ATTACH LANDLORD'S DECK MANI'S BLACK ASOvE AS DETAIL I/Al -- DIRECTLY TO SUPPORT FRAM TENANT'S BLACK IRON STRUCTURE ABOVE AS REWIRED -- SEE DETAIL VAT -- DO NOT ATTACH DIRECTLY TO LANDLORD'$ DECK evSNgIC BRACE ' / (IIJFEt2E REQUI�D) / /// _ . N&.TE: DO NOT TRIM DECK MANGE INSULATION PPE INSULATION VENT LL -TEE' HOE5: FOR BALLAST SYSTEMS, REPLACE BALLAST A ER UDRK IS COMPLETED. L PRE - MOLDED PIPE SEAL CANNOT BE CUR VERTICALLY TO E INSTALLED. 2 4 LB. LEAD FLASHING SHALL BE t/4' MAX DIAMETER LARGER THAN FIFE ALL JOINTS TO EE SOLDERED. 2. PIE; MOLDED PIPE SEAL MUST HAYS INTACT RIB AT TOP EDGE REGARDLESS OF PIPE DIAMETER 3 , FLANGE SHALL BE $Ef 8Y ROOFER CONTACT LL. FOR LIST OF APPROVED R001=INKs 3. EN PREFABRICATED PIPE SEAL CANNOT BE INSTALLED, USE FIELD - FABRICATED PIPE SEAL -- CONTRACTOR SEE A1.TERTtATE PIPE FLASHING DETAIL. 4. ALL ROORUORC TO BE PF oielED BY MALL APPROVE -D ROOFING CONTRACTOR 4. FOR BALLAST $YSTEI"16, REPLACE BALLAST AFTER U1CRK I3 GC1IPL.ETED. 5, FLANGE SHALL. BE SET BY ROOFER CONTACT LL FOR LIST OF APPROVED ROOFING CONTRACTOR 6. ALL ROCETIRORC TO SE PEEPOR•IED BY MALL APPROVED ROCFN i CONTRACTOR TYPICAL DETAIL - LEAD - BUR TYPICAL DETAIL - PREMOLDED - RUBBER ROOF GOD39�ECK �i_ SEISMIC BRACE NA-ERE REQUIRED) ____ GOOSENECK . / I • 1 D ER BRANCH CLEYIS HAMER OLIVES HAM ER I. SPRINKLER BRANCH -- CONCEALED SPRINKLER HEAD RECESSED $FR1NCLER `' SPRINKLERS TO BE LOCATED IN f FUSIBLE JON( CENTER OF 2' X 2' CEILING TILES. (WI.ERE AMICABLE) CEIL x PLATE 4 TYPICAL CONCEALE® SPRINKLER N.Y.8. N.T.S. RECEIVED PIPE /CONDUIT OR VENT THROUGH ROOF FLASHING DETAILS CITY OF TI;<<WILA, FEB 212008 SPRINKLERS TO BE LOCATED IN CENTER OF 2' X 2' CEILIN E TILES. s TYPICAL RECESSED _ -- . - - -._- SPRINKLER Qr INSTALLATION no scale KYJ� �� CDPISTiR1.tCYION IN PERMIT CENTER CM )INSTALLATION no scale w 1- U D (1) z w 0 z w JEROCCEK1 ARCHOT ©T IRE HC4hDd DIMO l 2850 EUCL MERU PHONE 21818`0.0131 FAX' 21.781.0 I. , E C _ CD cti L id Ct.CO J 0 t. ° W Cr 3 CD CO 0 * CT) CO V 0 cD 4■J ■1-' a — CO 4- V� CD a 4 1 AVENUE CYlYO aief HIEVOSGONS CM PPOranit yam mbar COMMON N DETAILS rig MAL AND it .. M LIMN Item Continuous Periodic Comments Site class D Seismic importance factor, Is Structural Steel: Spectral response coeff., SDS and Sul 0.95 and 0.49 Material verification per IBC Table 1704.3 Seismic design category D Inspection of welding 2.5 See footnotes 6, 7 and 8 a. Structural Steel Seismic response coeff., CS 0.110, N -S; 0.178, E -W 1.Single -pass fillet welds <= 5/16" Analysis procedure used X Inspect hole size, anchor embedment and tightening torque for expansion anchors noted on drawings as requiring special inspection X Seismic Mapped spectral response, Ss and Si 1.43 and 0.49 Site class D Seismic importance factor, Is 1.00 Spectral response coeff., SDS and Sul 0.95 and 0.49 Seismic design category D Component Response modification factor, Rp 2.5 Component amplification factor ap 1.0 Seismic response coeff., CS 0.110, N -S; 0.178, E -W Analysis procedure used Equivalent lateral force ABBREVIATIONS A.B. A.F.F. ALT ARCH BD BLDG BLKG BM B.N. B.O.F. BOT BRG BTWN C C.F.D. C.J. CLR CMU CNTR COL CONC CONN CONT COORD C.P. CTSK DBL DET D.F. DIA or 0 DIM DIR DL DO DP DRWG EA E.J. EL or ELEV EMBED E.N. EQ E.W. EXIST or (E) EXP EXT FC FDN F.F. FIN FLR F.O.C. F.O.M. F.Q.S. F.O.SH. FS FTG GA GALV GEN G.L. GLB GYP WALL BD H.C.A. HDR MGR HORIZ HT ICF INT INFO JST JT LBS or # LL LSL LVL MANUF MAT'L MAX M.B. MBR MECH MIN (N) NA N.S. N.T.S. O.C. O.H. or OPP PA.F. PERF PLCS PLYWD P.P. PSF PSI PSL P.T. REINF REQ'D SCHED SHT SHTG SIM S.O.G. SPECS SQ S.S. STD STIFF STL STRUCT SW THRD T.O.C. T.O.F. T.O.J. T.O.S. T.O.P. T.O.P.C. T.O.W. T&G TYP U.O.N. VERT W.J. W.W.F. W/ w/o +/- ANCHOR BOLT ABOVE FINISH FLOOR ALTERNATE ARCHITECTURAL BOARD BUILDING BLOCKING BEAM BOUNDARY NAILING BOTTOM OF FOOTING BOTTOM BEARING BETWEEN CAMBER CEMENT FIBER DECK COLD JOINT CENTER LINE CLEAR CONCRETE MASONRY UNIT CENTER COLUMN CONCRETE CONNECTION CONTINUOUS COORDINATE COMPLETE PENETRATION COUNTERSINK DOUBLE DETAIL DOUGLAS FIR DIAMETER DIMENSION DIRECTION DEAD LOAD DITTO DEEP DRAWING EACH EXPANSION JOINT ELEVATION EMBEDMENT EDGE NAILING EQUAL EACH WAY EXISTING EXPANSION EXTERIOR FACE FOUNDATION FINISH FLOOR FINISH FLOOR FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FACE OF SHEATHING FAR SIDE FOOTING GAGE OR GAUGE GALVANIZED GENERAL GLUE LAMINATED GLUE LAMINATED BEAM GYPSUM WALLBOARD HEADED CONCRETE ANCHOR HEADER HANGER HORIZONTAL HEIGHT INSULATED CONCRETE FORM INTERIOR INFORMATION JOIST JOINT POUNDS LIVE LOAD LAMINATED STRAND LUMBER LAMINATED VENEER LUMBER MANUFACTURER MATERIAL MAXIMUM MACHINE BOLT MEMBER MECHANICAL MINIMUM NEW NEUTRAL AXIS NON- SHRINK NOT TO SCALE ON CENTER OPPOSITE HAND POWDER ACTUATED FASTENER PERFORATED PLATE PLACES PLYWOOD PARTIAL PENETRATION POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER PRESSURE TREATED REINFORCEMENT /REINFORCING REQUIRED SCHEDULE SHEET SHEATHING SIMILAR SLAB ON GRADE SPECIFICATIONS SQUARE STAINLESS STEEL STANDARD STIFFENER STEEL STRUCTURAL SHEAR WALL THREADED TOP OF CONCRETE TOP OF FOOTING TOP OF JOIST TOP OF SLAB OR STEEL TOP OF PILE TOP OF PILE CAP TOP OF WALL TONGUE AND GROOVE TYPICAL UNLESS OTHERWISE NOTED VERTICAL WET JOINT WELDED WIRE FABRIC WITH WITHOUT POUNDS or NUMBER PLUS or MINUS STRUCTURAL NOTES 01.0 GENERAL NOTES 1. These notes set minimum standards for construction. The drawings govern over the Structural Notes to the extent shown. Scope of these drawings is for the seismic bracing of suspended ceilings and storefront infill and attachment of safes to the slab on grade. 2. Contractor shall verify all dimensions and conditions on drawings and in field. Coordinate locations of openings through floors, roofs and walls with architectural, mechanical and electrical plans. Notify owner's representative of any discrepancies. 3. Construction means, methods and all necessary temporary support prior to completion of vertical and lateral load systems is the sole responsibility of the contractor. 4. Complying with all safety and OSHA requirements is the sole responsibility of the contractor. 5. Where reference is made to ASTM, AISC, ACI or other standards, the latest issue at the building permit date shall apply. 6. All work shall be in compliance with the "International Building Code" (IBC) as amended by all other state and local codes, permits, and building department requirements that apply. 7. Design Criteria: 8. Mechanical equipment, mechanical and sprinkler piping larger than 2 inch diameter or other items producing a hanger load over 50 lbs. shall be hung by a system approved by the owner's representative. Any hanger producing a load over 200 lbs. shall have additional framing installed to transfer these loads to the main structural beams or walls unless otherwise approved. 9. Brace all mechanical and electrical equipment, piping, etc. to the top of structural members to resist 35 percent of its weight by a system approved by the mechanical or electrical engineer respectively. 10. Details shown on the drawings are intended to apply at all similar conditions and locations. 11. Do not scale information from drawings. 03.2 CONCRETE ANCHORS 1. Expansion Anchors: Hilti KB -TZ. a. Full bearing contact for 3 -inch minimum around each anchor must be provided between the face of concrete and the anchored assembly. Provide non - shrink grout and pack as required to eliminate all void spaces between face of concrete and the anchored assembly. b. Do not cut main reinforcing or breakout back surface when drilling holes. 05.0 STRUCTURAL AND MISCELLANEOUS STEEL 1. Detailing, fabrication and erection shall conform to the Steel Construction Manual of AISC. 2. The contractor shall be solely responsible for all OSHA requirements for safety and erection including, but not limited to, erection bolts, bracing, fall protection, guard rails, etc. 3. All steel to be ASTM A36. 4. All structural tubing shall be ASTM A500, Grade B, fy = 46 ksi. 5. All threaded rods shall be ASTM A36. 6. All welds shall be made by Pre - qualified Welders to AWS Pre - qualified Welded Joint Standards. a. Prior to beginning and during welding, all requirements of the 'Special Inspection' section of these notes shall be met. b. Filler metals shall meet AWS A5 specifications. Electrodes shall be 70ksi which are compatible with the base material, welding process and position. Provide low hydrogen electrodes for SMAW. Meet minimum toughness CVN value of 20 ft. lbs. at -20 degrees Fahrenheit for all welding of moment frames and full penetration welds. Do not mix weld electrodes that reduce the CVN value of the weld. c. GMAW field welding not allowed. GMAW shop welding using short circuiting transfer is not allowed. d. Preheat and interpass temperatures are to meet AWS requirements. e. Unless otherwise noted on drawings, provide AISC minimum weld sizes for all welded joints. f. SMAW is not allowed to be placed over FCAW on pre - existing structural steel welded connections. Use only FCAW on pre - existing structural welds unless contractor provides material testing of existing structural welds to confirm SMAW was used. 05.4 LIGHT GAUGE METAL FRAMING 1. All light gauge steel shapes shall be 33 ksi material per ASTM A -446, Grade A for 18 gage and lighter, and 50 ksi A446 Grade D for 16 gage and heavier, unless noted otherwise. Shapes shown are per Steel Stud Manufacturers' Association. Manufacturer's shapes with equal or greater A, I, S, and R factors may be substituted provided they have ICC -ES research reports. Studs and blocking shall be punched 'C' studs of 20 gage (minimum) material with 1 -3/8 inch wide (minimum) stiffened flanges (unless otherwise noted). 2. Design of framing members shall comply with AISI Cold Formed Steel Design Manual. 3. Screws for connecting steel framing members shall be self - drilling, self- tapping screws with minimum fy = 33 ksi. Connect studs to track with minimum two (2) #8 screws (one each side). Connect multiple studs or joists together with minimum #8 screws at 24 inches on center. 4. Screws for connecting gypsum wallboard or plywood to metal studs and track shall be bugle headed, self- drilling screws. 5. Torch cutting of load bearing studs not allowed. Cut with saw or shears. 6. Torch cutting of bolt holes in track not allowed. Drill or punch holes 1/16 inch larger than the size of the bolts. 7. Bearing studs carrying axial load shall be cut so that web of studs is in direct contact with all tracks. 13. CONSTRUCTION INSPECTION AND TESTING A. GENERAL 1. Independent testing lab to be retained by owner to provide inspections and special inspections as described herein. 2. Contractor is responsible to coordinate and provide on site access to all required inspections and notify testing lab in time to make such inspections. 3. Do not cover work required to be inspected prior to inspection being made. If work is covered, uncover as necessary. 4. The contractor shall correct all deficiencies noted in the special inspection reports and /or the engineers field observations reports to bring the construction into compliance with the contract documents, addendum, RFI's and/or written instructions. The contractor is responsible to request summary reports from the special inspector at the time of the project substantial completion. SPECIAL INSPECTIONS 1. Required special inspections shall be performed by an independent special inspector per Section 1701 of the California Building Code (CBC) for the following: 1,2,3 Special Inspection Program Footnotes 1. Items checked with X shall be inspected in accordance with IBC Chapter 17 by certified special inspectors from a testing agency approved by the building official. 2. Special inspection is not required for work performed by an approved fabricator meeting the requirements of IBC Section 1704.2.2. 3. The special inspector shall provide a copy of their report to the owner, architect, structural engineer, contractor and building official. 4. Continuous special inspection means full -time observation of the work requiring special inspection by an approved special inspector present in the area where the work is being performed. Periodic special inspection means part time or intermittent observation of the work at intervals necessary to confirm that work requiring special inspection is in compliance. 5. Not used. 6. All structural shop and field welds shall be visually inspected. The special inspector need not be continuously present during welding, except as noted, provided the materials, qualifications of welding procedures and welders are verified prior to the start of work; periodic inspections are made of work in progress; and a visual inspection of all welds is made after completion or prior to shipment of shop welding. 7. The contractor shall submit a 'welding procedure specification' (WPS) in accordance with AWS 5.1.2 for review by special inspector prior to beginning work. The WPS shall include all information recommended in the sample form of Appendix E of the AWS code including recommendations from the electrode manufacturer, proposed method of base metal preparation, back gouging sequence, method of placement of new weld material, backer plate and runoff tab removal and final finishing. 8. The inspector shall verify welder qualifications, WPS, welding process, electrode, assembly configuration, fit -up tolerance (1/16 inch max.), preheat and interpass temperature and preparation of all steel surfaces. Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design Intent only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant Is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings Is requir- • to be kept on the Job site at all times. . 1 1 /8/0 7 si.ned REVIEWED FOP, CODE c0 APPROV'E MAR - N citY Of Tub B WANG DMS10 Wsi/1e1d L' SC E 8 7, N N r` o cc O c co to 0 N N m m C IO � m co nt Tr ,[EH© ANCTITTECITURE NET L DODO 2660 MOUDD AVEKU ©L VI ER% OM 440 PHORTER 216016100131 � �G � 216076100134 0 CD CO co LLl E W V V V c CO CO 1- E 0 CO u lREVo3ooH3 • c J1� D1C E*MI i IC YU1i7 hl' i SD1 FICTOTTPE T1 642,V1 rcri STRUCTURAL NOTES a D p o o RIEVD1 TD ©K6