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Permit M09-142 - CARLISLE IT
CARLISLE IT 6801 S 180 ST EXPIRED 06 -02 -10 M09 -142 Parcel No.: 3623049087 Address: Suite No: Tenant: Name: Address: Owner: Name: Address: 6801 S 180 ST TUKW Cit*►f Tukwila CARLISLE IT 6801 S 180 ST , TUKWILA WA LILY POINTE INVESTMENTS 4128 W AMES LK DR NE , REDMOND WA Contact Person: Name: JOSH HARRIS Address: 6801 S 180 ST , TUKWILA WA Contractor: Name: JOHNSON CONTROLS, INC. Address: PO BOX 2012 , MILWAUKEE, WI Contractor License No: JOHNSC *2720S Value of Mechanical: $90,000.00 Type of Fire Protection: Furnace: <100K BTU >100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat /Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial doc: IMC -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /wwwci.tukwila.wa.us MECHANICAL PERMIT DESCRIPTION OF WORK: REMOVE EXISTING UNIT AND REPLACE WITH NEW ADAPTOR CRUB AND VAC UNIT EQUIPMENT TYPE AND QUANTITY 0 0 0 0 0 0 0 1 0 0 0 0 0 0 * * continued on next page ** M09 -142 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 612 -1684 Phone: 425- 827 -7810 Expiration Date: 10/23/2010 M09 -142 12/04/2009 06/02/2010 Fees Collected: $1,152.75 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 Printed: 12 -04 -2009 Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied The granting of this permit does not pre construction or the performance of work. Signature: Print Name: doc: IMC -10/06 le City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http://www.ci.tulcwila.wa.us • Permit Number: M09 -142 Issue Date: 12/04/2009 Permit Expires On: 06/02/2010 Date: 11-104 c, )\ ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I . authorized to sign and • • fri/c us mechanical permit. Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. M09 -142 Printed: 12 -04 -2009 Parcel No.: 3623049087 Address: 6801 S 180 ST TUKW Suite No: Tenant: CARLISLE IT 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: M09 -142 Status: ISSUED Applied Date: 11/02/2009 Issue Date: 12/04/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: 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. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: 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 doc: Cond -10/06 M09 -142 Printed: 12 -04 -2009 16: ** *FIRE DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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. 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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) 19: 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) 20: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 21: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 22: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 23: 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) 24: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** M09 -142 Printed: 12 -04 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. doc: Cond -10/06 M09 -142 Date: ( 2- U1 ordinances governing or local laws regulating Printed: 12 -04 -2009 SITE LOCATION Site Address: Tenant Name: CS -C \ (•S Z 1 New Tenant: ❑ Yes ist.. Property Owners Name: Mailing Address: v►1_e__ CONTACT PERSON- Who do we contact when your permit is ready to be issued Name: Mailing Address: (01 1 (Srs-u -f \ E -Mail Address: MECHANICAL CONTRACTOR INFORMATION .. Company Name: Mailing Address: Contact Person: LA 1.e Contractor Registration Number: 3/ - t7, 3 'oo1 e /J©vt SC-*Z? - Expiration Date: 0 ARCHITECT -OF- RECORD - All plans must' be' wet stamped by'Architect of Record E -Mail Address: Company Name: Mailing Address: State Zip Contact Person: E -Mail Address: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 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 ** c -) i SouM / g"[) 51- D X\ b.-e c.e v. .Jd�S1'f r c Dash. Aar ri 5 Ceti I i - S Ir Lr . 0,) en Fax Number: it Z s - tc I gia-G Jottl ns can ( 4v'c) l 5 • 39 7c' ►4v - ,- QriL c 1- ltArkk e Sb v\ C'n t,n red' t n t\ 1 tD b 2' 3 f- 2 u c texf 5 Vac -le 5n f\ krA t skeukkAc , cciw. H:\Applications\Forms- Applications On Line \2009 Applications \1 -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh SA- MECHANICAL k MECHANICAL PERMIT APPLICATION Mechanical Permit No. 0 Hi— Project No. (For office use only) King Co Assessor's Tax No.: 4.3,70 t-{ -, Suite Number: City Fife City Day Telephone: Fax Number: City Day Telephone: Fax Number: State Day Telephone: �Lc is .,n I pl c.}t City State Floor: Zip a0 (D - I I Z - Ro gLI Zip wet State Zip 2S3— quo- uly ,253 • 97365 - 199g 8 -- 1 — / )Tr/ es- City Day Telephone: Fax Number: �3c) gt0 State Zip (953 5 - 03 8'$ 2S3 5?-0. 63$`1 Page 1 of 2 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM I Fire Damper 0 -3 HP /100,000 BTU , Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or addition to Heat/Refrig/CoolingSystem Incinerator — Domestic Incinerator — Comm/Ind Other Mechanical Equipment Air Handling Unit <10,000 CFM • • Valuation of Project (contractor's bid price): $ 9e 00 • CO Scope of Work (please provide detailed information): ' / C Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric 51 Gas ❑ Other: Indicate type of mechanical work being installed and the quantity below: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Mailing Address: (9 t Date Application Accepted: Sit(kV lts H:WpplicationsTorms- Applications On Line12009 Applications \1-2009 - Mechanical Permit Application.doc Revised: 1.2009 bh ✓it c -Lvt I } City Date: I I Day Telephone: 'Lc) Lp La t 2 t0$'4 WIPt State Zip Date Application Expires: 0tri [02-1 o Staff Initials: ^,--- Page 2 of 2 Parcel No.: 3623049087 Address: 6801 S 180 ST TUKW Suite No: Applicant: CARLISLE IT Receipt No.: R09 -01935 Initials: User ID: Payee: JEM 1165 ACCOUNT ITEM LIST: Description • 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 JOSHUA HARRIS, CARLISLE INTERCONNECT TECH TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 037845 MECHANICAL - NONRES 922.20 • Payment Amount: $922.20 Account Code Current Pmts 000.322.102.00.00 922.20 Total: $922.20 Permit Number: M09 -142 Status: APPROVED Applied Date: 11/02/2009 Issue Date: Payment Date: 12/04/2009 10:55 AM Balance: $0.00 PAYMENT RECEIVED doc: Receiot -06 Printed: 12 -04 -2009 Parcel No.: 3623049087 Address: 6801 S 180 ST TUKW Suite No: Applicant: CARLISLE IT Receipt No.: R09 -01718 Initials: User ID: Payee: JEM 1165 ACCOUNT ITEM LIST: Description r 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 JOSHUA HARRIS, CARLISLE INTERCONNECT TECH TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 057811 PLAN CHECK - NONRES 230.55 • Permit Number: M09 -142 Status: PENDING Applied Date: 11/02/2009 Issue Date: Payment Amount: $230.55 Account Code Current Pmts 000.345.830 230.55 Total: $230.55 Payment Date: 11/02/2009 12:39 PM Balance: $922.20 PAYMENT RECEIVED doc: Receiot -06 Printed: 11 -02 -2009 Inspections Performed Proprietary Anchors: Steel Decking Other (specify): • Anchor Bolt Installation Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection X OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 122242 Project: Address: Client: Inspector and Date John Reeder 12/17/09 Carlisle Project 6801 S 180 St, Tukwila Carlisle Interconnect Technologies Conforms Copies to: X Client Engineer Owner Contractor Architect X Building Dept. CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: On site to inspect the bolted connections for the new air - conditioning support framing and the through -bolts for the channel to glu -lam connection. Inspected to the City approved plans. Others Remarks Technical Responsibility: RECEIVED JAN 0 8 2010 rural rp�iT/ DEVELOPWfENT M09 -142 09 -0649 6801 S 180 St, Tukwila, WA 98188 'J VY► eff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -02 (Rev 11/08) FatrCE!lVr DEC 0 9 2009 COMMUN TY _( taa l eson DEVELOPMFAIT . ngineering, P.C. Structural Design • Investigations • Seismic Retrofits 10024 SE 240 St., Suite 230 Kent, WA 98031 -5124 Ph: (253) 520 -0388; Fax: (253) 520 -0387 Email: dstaal @staaleng.com Web: www.staaleng.com Josh Harris Carlisle IT 6801 S 180th Street Tukwila, WA 98188 NOTICE ISSUE REVISION: These REVISED Structural Drawings incorporate changes to the structural design, which were made by ENGINEER as requested by Client or as determined as necessary by ENGINEER, to address changes, clarification, and/or corrections. WE ARE SENDING YOU THE FOLLOWING ITEMS: Item, , ...DesQnptio 1 CARLISLE FD100 REV -2 Wet Stamped Structural Drawings. ACTION REQUIRED: ALL PERSONS ARE HEREBY GIVEN NOTICE, Per Terms of Use under General Structural Provisions of the Structural Drawings as given on Sheet SO, All Parties shall use the current Revision of the drawings for all Work on the Project effective on the date of this Notice. As required per 2006 IBC Sec 106.4 and per ENGINEER's Policies and Procedures, ENGINEER has Notified the Building Official, the Client, and all known Parties about this Revision to the Structural Design. ENGINEER has Issued the Revision through the Chain of Command. The Project Manager is responsible to coordinate, make required Submittals to the Jurisdiction and to issue drawings to the field. Contact the Construction Project Manager to obtain copies of the Revised Structural Design Drawings. Project Manager: Please contact me if you have questions. SINCERELY, STAALESON ENGINEERING, P.C. Darrell Staaleson, P.E. ROUTING To: File Josh Harris Steve Grouws City of Tukwila, WA G: \TMW Word Docs\MEMO Field Solution.doc Josh Harris, Facilities Manager Remarks No Attachment. No Attachment. No Attachment. PROJECT: 09 -026 Carlisle IT IVG & Repair 6801 S 180th Street Tukwila, WA 98188 RE: Issue Revision #2 DEC 4, 2009 DATE: Friday, December 04, 2009 PAGE: 1 of 1 Sent Via: Fax I EXPIRES APR 2 9 n011 1 DEC 4 2009 S ent . Via Pick up Email I Mail ROUTING Sent Via: To: Remarks Fax Email Mail File Josh Harris x City of Tukwila, WA x taaleson Engineering, P.C. COMMUNITY Structural Design • Investigations • Seismic Retrofits 10024 SE 240 St., Suite 230 Kent, WA 98031 -5124 Ph: (253) 520 -0388; Fax: (253) 520 -0387 Email: dstaal @staaleng.com Web: www.staaleng.com CLIENT: PROJECT: DATE: PAGE #: OBSERVATIONS: Josh Harris Carlisle IT 6801 S 180th Street Tukwila, WA 98188 09 -026 Carlisle IT IVG & Repair December 4, 2009 Page 1 of 2 RECEIVED DEC 0 9 20091 SITE VISIT FIELD REPORT WED DEC 2, 2009 Weather: Clear and cold, 37 F, No wind, no rain, some fog. Date of Site Visit: Current Set of Contract Documents Date of ENGINEER's Wet Stamp: NOV 27, 2009 PRESENT Darrell Staaleson, P.E. Josh Harris Engineer observed geometry of the splice per Detail 1 /S2 and location of splice per Roof Framing Plan on Sheet S 1. Noted variation: Location of X- Bracing was moved to accommodate obstructions and use the existing timber framing. Refer Field Solution: FW -7. Engineer observed geometry of the connection per Detail 1/S1. Noted variation: Location of X- Bracing was moved to accommodate obstructions and use the existing timber framing and geometry was revised to account for depth of existing timber framing. Refer Field Solution: FW -7. G:\TMW word docs\Site Visit Field Rpt.doe ftaia APR 2, 9 2011 DEC - 4 2009 Engineer Facilities Revision: REV #1 OBJECTIVES: 1. Make structural observation for general conformance of the construction with Contract Structural Drawings in accordance with 2006 IBC Sec. 1709. 1. Beam splice in C10. Conforms 2. Bolted shear plate connection to GLB beam. Conforms 3. X- Bracing. Revised Mox Note that ENGINEER's Structural Observations are in addition to the general inspections made by the local Jurisdiction and any inspections made by the Special Inspector. Please call if you have questions. SINCERELY, DEC -- 4 2009 Dil ell Staaleson, P.E. G: \TMW word docs\Site Visit Field Rpt.doc Staaleson Engineering, P.C. PROJECT: 09 -026 Carlisle IT IVG & Repair RE: Site Visit Field Report DATE: Friday, December 04, 2009 PAGE: 2 of 2 END REPORT. ROUTING Sent Via: To: Remarks Fax Email Mail File Josh Harris x x City of Tukwila, WA X }{ r .-I, R: ra=t'° ED DEC 0 9 2009 C taaleson o� Engineering, P.C. Structural Design • Investigations • Seismic Retrofits 10024 SE 240 St., Suite 230 Kent, WA 98031 -5124 Ph: (253) 520 -0388; Fax: (253) 520 -0387 Email: dstaal @staaleng.com Web: www.staaleng.com CLIENT: Josh Harris Carlisle IT 6801 S 180th Street Tukwila, WA 98188 PROJECT: 09 -026 Carlisle IT IVG & Repair DATE: December 4, 2009 PAGE #: Page 1 of 2 SITE VISIT FIELD REPORT Date of Site Visit: FRI DEC 4, 2009 PRESENT Weather: Cold, 34 F, No wind, no rain, fog. Darrell Staaleson, P.E. Engineer Josh Harris Facilities Current Set of Contract Documents Date of ENGINEER's Wet Stamp: DEC 4, 2009 OBJECTIVES: 1. Make structural observation for general conformance of the construction with Contract Structural Drawings in accordance with 2006 IBC Sec. 1709 for Notice of Acceptability of the Work. OBSERVATIONS: 1. Beam splice in C10. Conforms Engineer observed geometry of the splice per Detail 1 /S2 and location of splice per Roof Framing Plan on Sheet S 1. Noted variation: Material supplied for splice plate was A572 -50. Substitution is acceptable. Noted variation: Closer observation noted that Length of weld LW =6" is less than LW =7" as specified. ENGINEER recomputed required length of weld and found LW =6" adequate. Refer Field Solution: FW -8. 2. Bolted shear plate connection to GLB beam. Conforms Engineer observed geometry of the connection per Detail 1/S1. Bolts used at shear plate were A325. Noted variation: Thru Bolts used for connection to GLB were A307 instead of F1554 GR 36 as specified. Substitution is acceptable. 3. X- Bracing. G: \TMW word docs\Site Visit Field Rpt.doc DEC - 4 2009 Revision: REV #2 coq - p17-. Conforms Z PROJECT: RE: DATE: PAGE: ENGINEER observed geometry of connection per Detail 5/S1. 4. Blocking Panels. Conforms ENGINEER observed geometry of connection per Detail 1/S1. Please call if you have questions. SINCERELY, Q6 DEC - 4 2009 Darrell Staaleson, P.E. G: \TMW word docs\Site Visit Field Rpt.doc END REPORT. Staaleson Engineering, P.C. 09 -026 Carlisle IT IVG & Repair Site Visit Field Report Friday, December 04, 2009 2 of 2 Note that ENGINEER's Structural Observations are in addition to the general inspections made by the local Jurisdiction and any inspections made by the Special Inspector. ENGINEER's SCOPE OF BASIC SERVICES: ENGINEER made a structural design for addition of a garage to a timber framed residence. ENGINEER made a design for elements of the Gravity Framing, the Lateral Force Resisting System, Foundations and strengthening for the existing South Wall of the original garage to support lateral loads from the new garage. TERMS OF USE: ENGINEER made a structural design of elements and systems as shown under the Scope of Basic Services. All other elements and systems shall be the sole responsibility of others and are excluded from ENGINEER's Seal and Signature. Structural Design • Investigations • Seismic Retrofits 10024 SE 240 St., Suite 230 Kent, WA 98031 -5124 Ph: (253) 520 -0388; Fax: (253) 520 -0387 Email: dstaal @staaleng.com Web: www.staaleng.com PREPARED FOR: Josh Harris Carlisle IT 6801 S 180th Street Tukwila, WA 98188 PRIMARY DESIGN PROFESSIONAL: INDEX: 17E taaleson ngineering, P.C. Section 1. Design Criteria. 2. Gravity Loads 3. Gravity Framing 3.1. Members 4. Lateral Forces 4.1. Seismic 4.2. Wind REVIEW D FOR CODE CO PLIANCE APPROVED NOV 1 a 2009 City of Tukwila BUILDING DIVISION RE: Calculations JOB #: 09 -026 DATE: Friday, October 30, 2009 PROJECT: Carlisle IT IVG & Repair 6801 S 180th Street Tukwila, WA 98188 Darrell Staaleson, P.E. 44 COpy pe , f`N®. i�A w . I EXPIRES APR 2 9 2011 I OCT 3 0 2009 CPiYSFOILA NOV 0. 2005 PERMIT CENTER i.Ao'v H2 JURISDICTION: City of Tukwila, WA BUILDING CODES AND DESIGN REFERENCES: 1. International Building Code (IBC), 2006 Edition. 2. ASCE Standard 7 -05, Minimum Design Loads for Buildings and Other Structures. 3. SEAW Handbook of Rapid — Solutions Methodology for Wind Design, RSM -03, 2004 Edition, by Structural Engineers' Association of Washington. 4. Snow Load Analysis for Washington, July 1995, by Structural Engineers' Association of Washington. 5. Steel Construction Manual, 13 Edition, AISC 360, published by the American Institute of Steel Construction, December 2005. 6. NDS -2005, by AF &PA 7. Prestandard & Commentary for Seismic Rehabilitation of Buildings, NOV 2000, FEMA. 8. Proceedings of the 2003 Structures Congress & Exposition, MAY 2003, Structural Engineering Institute. 9. Seismic Design Handbook, 2 Edition, by Farzad Naeim. 10. Foundation Engineering, 2 " Edition, by Peck, Hanson, Thornburn. Refer to Chapter 12. STRUCTURAL SOFTWARE: 1. Enercal Version 6.0.221 P.O. Box 118 Corona del Mar, CA 92625 www.enercalc.com Licensed to: Staaleson Engineering, PC 2. StaadPro Version 20.07.02.15 By Bentley Systems Inc 685 Stockton Drive Exton, PA 19341 www.bentley.com Licensed to: Staaleson Engineering, PC Staaleson Engineering, P.C. RE: Design Criteria CLIENT: Carlisle IT PROJECT: Carlisle IT IVG & Repair JOB #: 09 -026 October 30, 2009 DESIGN LOADS: Roof Live Loads: Snow = 25 PSF. Wind Loads: Based on 85 MPH Exp B with pressure values based on 3- second gust wind speed. Seismic Loads: Based on Mapped Spectral Accelerations for Pacific North West determined from the USGS Probabilistic Ground Motion Database at location: (Latitude, Longitude) for the Site. Soils: Based on Assumed Soil parameters. 1. Bearing pressure: Pbr = 1500 PSF. 2. Soil Profile Type SD. 3. Liquefaction Potential: Not susceptible. s,e7z - c-E s ; ;2s A ikiwa< vr-o/t = 90/v 2-Z W 2 ?.47 Meat evRg / 0. 114 No,'1 _ sii4 E 3's t e e-4,1 *AT R EARS • D1 .1400" -0/ UNl1`. 8.t" D = 2S71,73.2.-/.01/2. 5 2Sp . 2 : •072. 1a1/.Jb w ^ 5psp , s' 2'1. . zoo Gb JLG /BX 22, - r .Sc( r �- o.51N e.21 X c z.307 /;, - Z /o, o c,41 L,S L F Tr « /L?' /efV Pm: Rd tee" IM F w fvae-z / - k. /a l'-. in 1<oR0 c•,•,g. e . Fy d - bS ; 0992. , 41.91' L /00B /6 -¢ - s 75'O¢ P. tq4" L /75 - 37-4 5 3 x.24, ., L/1361 L = am'- 6 ~ z .R.3, 401._ - /3- L.h. = /o.O! Lk = --4j. /s' q . C! AF = /13 54.i+, = 6itsk k• ‘d- 4.;41h 49.3 > =k4t. 01“. z sz. $ k- 26.A k, 1c'41 = 64 k-61- a - (..• m 2 Vk.- 9 o k = it- k- c IV. Y„ = 56•¢ k o•4 efr Beam Node A Length (ft) LJC 1 d (ft) Max My (kip d (ft) Max Mz (kip - in) 1 1 23.500 1:D Max -ve 0.000 0.000 0.000 0.000 Max +ve 0.000 0.000 11.750 - 373.996 3:16 -3 Max -ve 0.000 0.000 0.000 0.000 Max +ve 0.000 0.000 11.750 - 632.568 5:16 -4 Max -ve 0.000 0.000 0.000 0.000 Max +ve 0.000 0.000 11.750 - 534.182 Type LIC Name Primary 1 D Combination 3 16 -3 Combination 5 16-4 Number of Nodes Engineer Checked Approved Name: Steal Highest Beam 1 Date: 28- OCT -09 Number of Nodes 2 Highest Node 2 Number of Elements 1 Highest Beam 1 -. • Software licensed to Staaleson Engineering, P.C. Job Title Carlisle Roof BM Strengthening Client Carlisle IT Job No 09 -026 Sheet No I Rev 1 Part RF -2B -1 Ref By Steal o ete28- OCT -09 Chd File RF- 2B -1.std I Dateri ime 28 -Oct -2009 20:42 Job Information Comments 1. Flitch BM to strengthen existing TJL for increase in load from MECH Unit. I Structure Type PLANE FRAME I Number of Basic Load Cases Number of Combination Load Cases 3 2 Included in this rintout are data for. I All I The Whole Structure Included in this printout are results for load cases: Beam Maximum Moments Distances to maxima are given from beam end A. Print Time/Date: 28/10/2009 20:45 STAAD.Pro V8i 20.07.05.15 Print Run 1 of 2 Beam UC d (ft) X (in) Y (in) Z (in) Resultant (in) 1 1:D 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.350 -0.000 -0.064 0.000 0.064 Max +ve 4.700 -0.000 -0.121 0.000 0.121 7.050 -0.000 -0.166 0.000 0.166 8.42E +3 9.400 -0.000 -0.195 0.000 0.195 0.000 23.500 11.750 -0.000 -0.206 0.000 0.206 Max -ve 0.000 14.100 -0.000 -0.195 0.000 0.195 16.450 -0.000 -0.166 0.000 0.166 18.800 -0.000 -0.121 0.000 0.121 21.150 -0.000 -0.064 0.000 0.064 23.500 0.000 0.000 0.000 0.000 3:16 -3 0.000 0.000 0.000 0.000 0.000 2.350 -0.000 -0.109 0.000 0.109 4.700 -0.000 -0.205 0.000 0.205 7.050 -0.000 -0.281 0.000 0.281 9.400 -0.000 -0.330 0.000 0.330 11.750 -0.000 -0.349 0.000 0.349 14.100 -0.000 -0.330 0.000 0.330 16.450 -0.000 -0.281 0.000 0.281 18.800 -0.000 -0.205 0.000 0.205 21.150 -0.000 -0.109 0.000 0.109 23.500 0.000 0.000 0.000 0.000 5:16 -4 0.000 0.000 0.000 0.000 0.000 2.350 -0.000 -0.092 0.000 0.092 4.700 -0.000 -0.173 0.000 0.173 7.050 -0.000 -0.237 0.000 0.237 9.400 -0.000 -0.279 0.000 0.279 11.750 -0.000 -0.294 0.000 0.294 14.100 -0.000 -0.279 0.000 0.279 16.450 -0.000 -0.237 0.000 0.237 18.800 -0.000 -0.173 0.000 0.173 21.150 -0.000 -0.092 0.000 0.092 23.500 0.000 0.000 0.000 0.000 Beam Node A Length (ft) L/C d (ft) Max Fz (Ib) d (ft) Max Fy (Ib) 1 1 23.500 1:D Max -ve 0.000 0.000 0.000 4.85E +3 Max +ve 0.000 0.000 23.500 - 5.31E +3 3:16 -3 Max -ve 0.000 0.000 0.000 8.42E +3 Max +ve 0.000 0.000 23.500 - 8.97E +3 5:16 -4 Max -ve 0.000 0.000 0.000 7.03E +3 Max +ve 0.000 0.000 23.500 - 7.58E +3 Software licensed to Staaleson Engineering. P.0 Job Title Carlisle Roof BM Strengthening Client Carlisle IT Beam Maximum Shear Forces Distances to maxima are given from beam end A. Part RF -2B -1 Ref By Steal Date28- OCT -09 Beam Displacement Detail Displacements shown in italic indicate the presence of an offset Print Time/Date: 28/10/2009 20:45 STAAD.Pro V8i 20.07.05.15 Job No Sheet No Rev 09 -026 2 File RF- 2B -1.std Date/Time 28 -Oct -2009 20:42 Chd Print Run 2 of 2 The overall dimentions of the section are 17 x 10 inch Section element Rotation angle Mirror Material E (kip /inch ^2) MC - Micellaneous Channels MC10X22 Steel 29732.747 MC - Micellaneous Channels MC10X22 + Steel 29732.747 Basic geometry of the section Parameter Value A Cross sectional area 12.9 inch a Angle between Y -Z and U -V axes -90 deg Iy Moment of inertia about axis parallel to Y passing 206 . o inch through centroid I Moment of inertia about axis parallel to Z passing 515 inch through centroid It Torsional moment of inertia (St. Venant) 1 inch iy Radius of gyration about axis parallel to Y passing 4 . 0 inch through centroid i Radius of gyration about axis parallel to Z passing 6.32 inch through centroid W„« Max elastic modulus about U -axis 60.15 inch Wu. Min elastic modulus about U -axis 60.1 inch W,+ Max elastic modulus about V -axis 41 inch W,,. Min elastic modulus about V -axis 41.2 inch Wpi, Plastic modulus about U -axis 0 . 0 inch Wp,,V Plastic modulus about V -axis 78 .9 4 inch l Moment of inertia about U -axis 515.17 inch I„ Moment of inertia about V -axis 206.0 inch i„ Radius of gyration about U -axis 6 inch i Radius of gyration about V -axis 4 . 0 inch a Centroid to edge of compression zone along +ve U- 3.19 inch axis a Centroid to edge of compression zone along -ve U- 3.19 inch axis a„« Centroid to edge of compression zone along +ve V- 4 inch axis a Centroid to edge of compression zone along -ve V- 4 inch axis yM Distance to centroid along Y -axis -5.25 inch zM Distance to centroid along Z -axis -5 inch yp Distance to equal area axis along Y -axis 8 .5 2 inch zp Distance to equal area axis along Z -axis 22 inch File: C: \Documents and Settings \Staal \My Documents\DBLMC10X22.sec V Y Staaleson Engineering, P.E. Project: CARLISLE IT 10/27/2009 Service Loads Component: Uniform loads on Flitch Beam Mark Grid C.8: 7 -8 Gravity Loads, PSF FT Uniform Load, PLF LVL Description D L L, S H TRIB D L. L, S H WT ROOF 3 RF FRM 25.0 0.0 0.0 25.0 0.0 5.0 125.0 0.0 0.0 125.0 0.0 250.0 MECH UNIT 273.0 0.0 0.0 0.0 0.0 1.0 273.0 0.0 0.0 0.0 0.0 273.0 MECH UNIT CURB 30.0 0.0 0.0 0.0 0.0 1.0 30.0 0.0 0.0 0.0 0.0 30.0 MISC 5.0 0.0 0.0 0.0 0.0 5.0 25.0 0.0 0.0 0.0 0.0 25.0 453.0 / 0.0 0.0 125.0 ` � 0.0 578.0 ODESIGN\Loads DP GRAVITY Loads 12- 09-06.xls Approved by Staal 03 -31 -06 - - .....,,; ;'.WILN;p M &iii • - ,124,' /.v ,=lam 44 A ; ° m t o . 21 I• ' 71•6 Qf- i _ / ,'7 ; EWv4- ,¢ M f I • zo Cesth l.1 -11,fis k; .. C44.4f ._•_ , r-, - r-; • - r I Project Name = CARLISLE IT Date = Tue Oct 27 21:36:27 PDT 2009 Conterminous 48 States 2006 International Building Code Latitude = 47.43969 Longitude = - 122.24799 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.388 (Ss, Site Class B) 1.0 0.474 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 47.43969 Longitude = - 122.24799 Spectral Response Accelerations SMs and SM1 SMs= FaxSsand SM1 = FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.526 Period Sa (sec) (g) 0.2 1.388 (SMs, Site Class D) 1.0 0.723 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 47.43969 Longitude = - 122.24799 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.526 Period Sa (sec) (g) 0.2 0.926 (SDs, Site Class D) 1G11GLJGIVG1 image ■_AJ Le y u1 LUG u rage 1 ui I Send To Printer 47N 26' 26" 47.44059 5,254,400. 47N 26' 23' 47.43969 5,254,300. 47N 26' 20" 47.43879 5,254,200.0 Back To TerraServer Change to 11x17 Print Size Remove Grid Lines MUMS Orillia, Washington, United States 13 Jun 2002 122W 14' 58" 1122W 14' 53" - 122.24932 -122.24799 556 600.0 556 700.0 47N 26' 16" 122W 14' 58" 47.43789- 122.24936 5,254,100.0556,600.0 122W 14' 53" - 122.24803 556,700.0 0 ISO m 0 S0yd Change to Landscape 122W 14' 48" .- 122.24667 356,800.0 7N 26' 26" 47.44057 5,254,400.0 7N 26' 23" 7.43967 5,254,300.0 47N 26' 20" 7.43877 5,254, 200.0 47N 26' 16" 47.43787 5,254,100.0 1122W 14' 48" - 122.24670 ;556,800.0 Image courtesy of the U.S. Geological Survey © 2004 Microsoft Corporation. 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TONS NO OUTDOOR AIR OR MANUAL OUTDOOR AIR WITHOUT RETURN AIR FAN REMOTE OUTDOOR AIR OR ECONOMIZER WITH RETURN AIR FAN ROOF CURB ( 4 SAHA SEHA SEHA SLHA SSHA SAHA SFHA SEHA SLHA SSHA SAHA SBHA SEHA SFHA SLHA SSHA WEIGHT CG WEIGHT CG WEIGHT CG WEIGHT CG WEIGHT CG WEIGHT CG WEIGHT WEIGHT 20 3900 83 5100 114 4400 99 4600 85 5800 112 5100 96 375 425 25 4100 82 5300 112 4600 98 4800 84 6000 111 5300 97 375 425 30 4900 90 6100 121 5500 108 5700 91 6900 118 6300 107 400 450 40 5900 96 7500 130 6700 113 6900 97 8500 127 7800 112 425 500 50 7000 91 8500 125 7600 110 ,.:. :,' 98 9400 123 8700 108 - 500 6.0m.ilavrz rek9.90.0wwam17:33 4ntG1:0o0 H 12000 172 9=1:0200 11200 120x 180 -' • :0 \. -- r• •- IY35 129 1:L300s 1.59Y °• .i. ,) 625 6 25 75 10000 125 13100 163 12300 152 TABLE 29 — Approximate Operating Weights and Centers of Gravity FILE COPY Permit No. 71nn COMO /T /ON /HO Plan review approval is subiprt ' r __"/ NOTES: I. THESE WEIGHTS INCLUDE THE HEAVIEST COMPONENTS. RE. MOTORS, HEAT EXCHANGERS, FILTERS, AND CONTROLS AVAILABLE ON ANY STANDARD UNIT. 2. CENTER OF GRAVITY (CG) IS MEASURED FROM CONDENSER END OF UNIT, EQUAL DISTANCE FROM THE SIDES. 3. CENTER OF GRAVITY OF ROOF CURB IS AT THE CENTROID OF THE ASSEMBLY. 4. FOR CONCENTRIC CURB WEIGHTS, 20 AND 25 TON MODELS, ADD 250 LBS. 5. UNIT MUST BE FULLY SUPPORTED ON THE CONDENSER END. NO CANTILEVERING IS ALLOWED. MAXIMUM PERMITTED SUPPLY END rANTC FV R -- 54 ". Thtvie RE STAMPED ON CODE COMPLIANCE APPROVED MECHANICAL SPECIFICATIONS NOV 1 0 2009 o outdoor of curb. Pomp e e y Tactory- assembled and tested, piped, internally wired, fully charged with R -22, compressor oil, and shipped in one piece. Units available for direct expansion cooling only, or direct expansion cooling with propane, natural gas, electric, hot water, or steam heating. Filters, outside air system, return air system, nonfused dis- connect switches, and all operating and safety controls furnished factory - installed. All units factory run - tested. Cooling capacity rated in accordance with ARI Standard 210. Heating system on gas -fired units American Gas Association (A.G.A.) design certified and available with FM or FIA controls. All units have decals and tags to aid in service and indicate caution areas. Electrical diagrams shipped in plastic envelope attached to main control panel. CASING Exterior panels of heavy zinc coated ;1.25 ounce per square foot min.) steel, phosphatized and finished with gray - green weather coat T finish. Screws coated with zinc plus zinc chromate and with neoprene washers used NAMEPLATE. used where sealing required. Access doors 20 gauge steel, hinged, and have fasteners to secure in open and closed positions. Doors provide access to control panels, compressor, filter, out- side /return air damper, evaporator, and supply fan section. All access doors and removable panels have neoprene gaskets. Interior surfaces or exterior casing members in contact with airstream have one -inch mat faced fiberglass insulation. One -piece roof assembly curved for natural drainage, has modified lock seam joints filled with sealant over all but condenser section. Two drains provided on each side of condenser section. Unit base one -piece welded assembly with 14 gauge formed load bearing members, formed recess with factory - installed flexible base -to- roof curb sealing gasketing, and curb overhang for water run -off. Unit lifting lugs accept chains or cables for rigging. Lifting lugs can also serve as unit tie - down points. ELECTRIC HEATING SEHA models have completely assembled and wired electric heating system integral within the unit. Heavy duty nickel chromium elements internally wired with a maximum watt density of 35 watts per square inch. Staging is achieved through room thermostats with additional sequencing CITY o TUO VITA NOV 0 2 2009 PERMITCENTER devices provided for units with increased steps of capacity control. Heater circuits are 48 amps or less, each individually fused. Automatic . reset high limit control operates through figure control contractors. Backup high limit protection by load carrying fusable allow heat limiters or manual reset thermal cutouts on each bank of electric heat elements. The 460 and 575 volt electric heat units have single factory- mounted non -fused disconnect switch located in the electric heating section to serve the entire unit. The 200 and 230 volt electric heat units have separate power supply to heating section with a factory - mounted non - fused disconnect switch and a standard unit supply non -fused disconnect switch in main control panel. STEAM HEATING Completely assembled and factory installed system integral within the units. Coils are ARI certified Type NS, non - freeze steam distribution. Double two type pitch to provide proper advantage. Steam modulating valve with actuator is optional equipment on all Ranco systems with economizer. HOT WATER HEATING Completely assembled and factory - installed system integral within the unit. M. P I 2" Item ' 060 ;�p 'it Current Draw ; Unit of Measure ; Unit Compressors 736.9 1 A 1 1 B 1 2A 1 2B ; 3A 1 3B I I amps 1 18.6; 26.9. 18.6 j 28.91 0.0 10.0 Condenser Fans (total) ,^ 12.4 I °F db/ °F wb Leaving Air Temp (coil) amps Supply Fan ! °F dh!°F wb r °F db/ °F wb Leaving Air Tamp (unit) 35.0 Min Outdoor amps Exhaust Fan j cfm Outdoor Wet Bulb 23.5 N/A I amps Control Transformer ' 423.1 1.1 1 amps I kW EER at std. conditions j 10,1 • I Btu / (hr. W) IPLV 11.4 ; Btu / (hr. W) MCA 1 172 1 amps MOP /Max CB 200 amps Item ' 060 ;�p 'it Unit of Measure fb ; Unit of Measure Total Capacity (gross) External Static Pressure 736.9 i mbh Sensible Capacity (gross) ; 618.9 ; mbh Latent Capacity 3.00 118.0 j mbh Entering Air Temp ,^ 78.0 / 64.0 I °F db/ °F wb Leaving Air Temp (coil) ! 53.0 / 52.9 56.1 / 54.1 ! °F dh!°F wb r °F db/ °F wb Leaving Air Tamp (unit) ; Min Outdoor ft N/A j cfm Outdoor Wet Bulb °F N/A ---I °F ft/min Face Velocity ' 423.1 Power Consumption 1 59.5 I kW EER at std. conditions j 10,1 • I Btu / (hr. W) IPLV 11.4 ; Btu / (hr. W) Item ' 060 ;�p 'it Unit of Measure fb t Unit of Measure External Static Pressure 1 3.00 Supply Airflow Iwg Return Air Opening (w/ dampers) � 0.22 3.00 iwg Filter (2' Pleated) Exhaust Airflow 0.16 iwg Evaporator Coil ! 0.67 1 iwg 0 , ft Ambient Temp. 1 95.0 i °F TOTAL ; 4.10 iwg Unit Size ' 060 ;�p 'it Unit of Measure fb Approximate Weight Unit Dimension (LxWxH) 339.0 x 92.0 x 82.0 Refrigerant in Supply Airflow 22000 L_ cfm Supply Air ESP 3.00 iwg Exhaust Airflow 22000 cfm Return Duct Static 1.00 Iwg Altitude (above sea level) 0 , ft Ambient Temp. 1 95.0 i °F Unit Tag 16 -I Model Number Airflow (cfm) To��mb) Capacity Volt -Ph-Hz Refrigerant RTU•1 YPAL060CVE46BBFX 22000 736.9 460V13/60 R410A Fan FC1 -18x18 Motor ODP - Premium Efficiency • 20 HP BHP I 27.8 (hp) BHP ; 15,1 (hp) RPM . 812 Fan ■ AF2•28 Motor ; ODP • Premium Efficiency -30 HP BHP I 27.8 (hp) RPM j 1410 vLi. 17. LVV7 3,L uuinsun onntrois r!!e FILE COPY r.,. �" Johnson0 rmlt SING1 PACKAGED UNIT (R410A) Controls . . , PERFORMANCE SPECIFICATION UNIT DATA COOLING PERFORMANCE SUPPLY FAN EXHAUST FAN NOTES: Project Name: CARLISLE Printed: 7/31/2009 at 16:55 Unit Folder: RTU -1 RECEIVED CITY OF TUKWILA NOV 0 2 11lll9 PERMIT CENTER STATIC PRESSURE SUMMARY HEATING PERFORMANCE Cooling Only, No Heat Options ELECTRICAL DATA REVIIEBYED On tODEC'f I'!IANCE No. IDOL r. L NOV 1 0 209 of Tulvila ING DNISION /. pioi- Con No.: 9.65 RTU -1 Performance 9.66 Page 1 of 2 188 1/2" 64 7/16" I•+— 1 per mit NO. CiArf 229 15/16" Notes: 1. 1.5" ADDED TO OLD CURB 0.5 2. MATERIAL: 14 ga. GALVANIZED STEEL 3. GASKET PROVIDED WITH CURB 4. INSULATION: 1" 1 1/2 LB DENSITY 333 5/8" 313 1/2" 89 1/4" 1 I� CURB SHOWN IS CDI STANDARD CONFIGURATION CDI RESERVES THE RIGHT TO CHANGE LAYOUT WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. DEIENSIONED AND TOLERENCED PER ANSI Y1..6111111 Attn: Tag: Approval: 33" P EXISTING CURB LAYOUT RETURN 312" 198 1/2" 151 3/8" 'VERIFY ells TiN4 LUSH 00 'VERIFY SUPPLY AND RETURN OPENINGS 'NOTE ANY CHANGES 'CALL WITH ANY QUESTIONS 'FAX BACK IF DRAWING IS OK AS IS -1 3612 f y 4 3/8" CURB WEIGHT µes.) 1327.05 .`w F .., rurt tuns REVISIONS REV. 84 3/4" DESCRIPTION DATE APPROVED 10/19/09 RETURN MR Ati,.••*- SUPPLY AIR 4 5/8" 15" APPROVALS mgreenwood DATE Monday. October 19, 2009 8 15 :58 AM 17560 TYLER ST NW DI ELK RIVER, MN 55330 (763)391 -7790 (763)391.7851 Al SUPPORT CROSS REVit NED FOR CODE COMPLIANCE APPROVED NOV 1 0 2009 City of Tukwila FtUILDIN__9 DIVISION L .-- 90 3/4" 162697 1- 9999 -5071 L • 162697 1- 9999 -5071 KALE. 155 I WU". 1 AS 3 JOSH HARRIS 6801 S 180 ST TUKWILA WA 98188 RE: Permit No. M09 -142 6801 S 180 ST TUKW Dear Permit Holder: City of Tukwila Department of Community D evelopment Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 06/02/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 06/02/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, c Bill Rambo Permit Technician File: Permit File No. M09 -142 Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 6 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DEPART NTS: L ing !vision Public Works Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents routing slip.doc 2 -28 -02 I' • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M09 -142 DATE: 11 -02 -09 PROJECT NAME: CARLISLE IT SITE ADDRESS: 6801 S 180 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued Fire Prevention ❑ Structural Neal Avic l[ . o(p oL DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-03-09 Incomplete ❑ ❑ Permit Coordinator TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: ck. DATE: Not Approved (attach comments) DATE: Planning Division Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 12-01-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Name Role Effective Date Expiration Date KEYES, JAMES H Cancel Date 01/01/1980 Bond Amount ROELL, STEPHEN A 5 01/01/1980 2539749 LEWIS, JOSEPH W Until Cancelled 01/01/1980 KENNEDY, JOHN P 10/23/2001 01/01/1980 SAFECO KILLIAN, WILLIAM P 10/01/199510/01 01/01/1980 OLIVER, WALTER M $6,000.00 01/01/1980 3 WILLIAMS, RONALD M 2539749 01/01/1980 09/30/1995 WILSON, JAMES F 01/01/1980 BASTIANEN, BEN C M SAFECO INS CO OF AMERICA 01/01/1980 03/01/1983 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 SAFECO INS CO OF AMERICA 2539749 10/01/2001 Until Cancelled $12,000.00 10/23/2001 4 SAFECO 2539749 10/01/199510/01 /2001 $6,000.00 3 SAFECO INS CO 2539749 12/01/1992 09/30/1995 $6,000.00 2 SAFECO INS CO OF AMERICA 2539749 03/01/1983 10/01/1992 $6,000.00 Untitled Page IP General /Specialty Contractor A business registered as a construction contractor with LQi to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company JOHNSON CONTROLS INC 4145247765 ATTN: SSC A33 BARB PO BOX 2012 MILWAUKEE WI 532012012 OUT OF STATE Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 409000328 ACTIVE JOHNSC*2720S CONSTRUCTION CONTRACTOR 9/10/1973 10/23/2010 GENERAL UNUSED Business Owner Information Bond Information Page 1 of 3 https: // fortress .wa.gov /lni/bbip/Detail.aspx 12/04/2009 tl�j; li. .A rY1y Anti.. . ..+I.M' - .—.'.••7.11 ,:.:. PINF1LTRATION rJ.rxt3. TRENCH s of rj .rr1'1 1 ! ! '! f'' EXISTING USES OFFICES MANUFACTURING LUNCHROOM WAREHOUSEJDISTRIBUTION 'PROPOSED WAREHOUSE .. TOTAL. .. PARKING PARKING PROVIDED ON SITE UtL _ 1;› ?W t I42. 3Ft STATlSTiCS .6,12. .OFFICES. 3 PER 1000 SQ.FT. MANUFACTURING ` 1 PER WO SQ.FT. WAREHOUSE 1 PER 2000 SO.CT. 5.76 AC. TUKWILA URBAN CENTER 54,000 SQ.FT. 17,350 20,000 3,000 13650 8 250 62,250 SQ.FT. Rost the ROW ikait 256 AUTOS Legal: 362304 87 BEG AT NW COR SEC 36 Tli S 01 -19 - 01 W 1320.01 FT TO NW COR OF GL 4 TH S 88.04 -53 E 381.81 F1' TH S 01 -55 -07 W 341 FP TH N 88 -04 -53 W 50 FT TO TPOB TH • S 28-04 -53 E 426 FT M/L TO TOP OF LEFT BANK OF GREEN RIVER TH S 07-00 E 106 FT TH S 01.06 w 104 FT TH S 09-12 W 106 FT Tx S 26-19 W 102 FT TH S 47 -21 W 103 FT TH S 60 -15 W 40 FT TH S ? 4-35 W FT TN W 106 FT TN N 67 -30 W 107 FT TH N 26-19 W 104 FT TH N 20 -22 W I -3 FT TH N 21 -54 W 105 FT TH N 32 -38 W 116 FT TH N 44- 04 W 35 FT MA. TAP FR WH TPOB BEARS S 70 -20-07 W TH N 70.20 -07 E 220 FT M/L TO TP08 TOW ESMTS TGW UND INT IN PRIVATE RD AD1 FOR ASSESSMENT PURPOSES JUN 0 ?2010 r Rt O �,�r, - i - f I- ' BE ON ( `' 'I .k t . t TE'': U1r_D N-r11_ INi^ tE , , THE OCCUPI ,NSP�CTIQ BU91 DtI\qG DIVISION OF COV;MUNIV DFUELOPMEN nF PAR - fM i\IT S EP 2 141999 ..4 • 1 R ri 4 all J astranvaMAIMISW . .. . ••44014.64.4,. ... 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. MIT IRED FOR: ❑ Mechanical Electrical Plumbing City of Tukwila BUILDING DIVISION Perm o., AAL0 142- Pianjevtew approval is subject to errors and omissions. ... proval of constrpction d -t ants does not a 1(- • raze the violation of any adopted code or ordinan , . Receipt �. of approved Field Cop , , , • 1 I owiedged: BY Date: City Of'llikwlla BUILDING DIVISION 1 oi A.1 •ti 71140se glans thaw It ` Works for reek nnanCQ � iIM�I!!1 standards ��.,,��{{��_ to errors einM whin do n authorize violation of eo standards orct ordinances. Th t. onsibbty for £d quz j of the design rest •nth .z i . the nci ions deletions or 1-vL :- ) these dravAng. his data will vc:J .z'.,: ;.::ptanoel 4ind will tor •.:;:e a resubmittal ::rawtngs $u Is - to two inspection by () WED FOR MPLIANCE VED 0 2009 ila VISION 1.1.1 ( .2 - Z H ui 0 LUiuo co 0 FL: Ili co g a< ?..1 N co N z O 7, z�' � <t LU o<0 W � `O 4 _ Joe NO. SHEET NO. • Virir t ::H . • .1• x; 1 375 C FM CFM n C 190 CFM 190 CFM GFM 160 C 1 00 C; FUTURE WAREHOUSE z LUNCNROOM WORK STATION 175 WORK STATION CFM EXPANSION 190 CFM I00 CFM 1vvc 15 o"95 I lC" pf -,p 595 CFM 4 595 CFM 145 CFM 1 675 CFM 675 CFM IVVRI4I _.÷1. EDC141 I-CFM 47 GFM vvC 10 cFM CFM 7 "o / r. 470 C FM VVR -I 0 N IVVR81- VVR9I 5oC9 750 \ EP 2 " O 1 2"'s CONF I00 C " 20"p1 115 GFM I90CFAJt EDCII (1z/101 10 "0 - TYP - 4 VVR CON t 10CFM FILES 330 CFM 160 CFM 10 "0. MIS 160 CFM 200 CFM RECE -IVING 51- 1IPPING t00 CFM 400 CFM v '^12]CFM OFFICE 10" CFm 10"0 �• 1 13 L I mum _ II CO1\1F c M 10 "fif - L� 375 C FM CFM 14"95 • CFM 10" GS 4 WORK 185 CFM 2" 10" 0 2.00 2O FM C ,/ FM oTYP b 200 C 375 CFM ST-AT I th 12";25 330 CFM 200 CFM 003 0 59' f l f J1 'i "lzs WOMEN MEN 375 CFM 8'��fTY -0 -� 22s C FM R19 170 C FM PK IvvR2 1 1 CFM 300 cFM EDC19 V 4-50 C FM EDC201 300 CFM GF M 300 CF ASSEMBLY IO "f TYF 6 300 CFM - 300 CFM FCM 18 "f ryi 300 CF M 300CFM 175 CFM 14' 110 CF 0 OFFICE IVV R3 L 3 IEDC3i 230 CFM S - 0 "j9 30"0" 300 CFM 500 CFM 2 DO C/7/Y1 { STORES 500: LLCFM I AC2]1 10" b0T F_ 20 "0 VVR 4I PDC 4 65 F M 300 CFM CFM 300 C CF 300 CFM 300 1 GPM 300 c FM 300 C J 14 "� 1 304.1 AC-1: IO"O TY P -7 7.5T 20"0 20 "0 590 CFM CONF 1 16SC IA G6I OFFICE I8 ",QS VVC 22 g „ r )vvc.41 1 0 " �1 J 200 CFM VVC21 0"93 T(P-q. CFM 300 CFM 300 CFM 300 GPM IEDC23I 225 C FM • --12 10"0 • 300 CF 2.0 200 CFM YF13 300 CFM 435 CFM 740 01 ASSEMBLY 3'50 •FM 85 CFAA RAMP A 4A- FM RAMP STOR 85 C FM STOR C M WAREHOUSE ZOO CFM 200 C FM 200 CFM 200 C FM �.niwv IAC3I 7.5 EY r te„ ^, TYP -10 5NOP '°M I 0" oTYP -4 STORES 2.00 CFM -w /vsE200CFM WIRE PRe.P 200 8 "4 _ 200 CFM y " "'�lDl CFM POWER ROOM 200 G 100 C FM c1 1 200 100 CFM I OO CFM VVL2 1 20 CFM CFM 200 C FM 200 C FM 355 CF VVF 2 3 4 5 6 7 8 9 10 11 12 13 14 JUN 0 2 Z018 vvc 4 5 8 9 10 15 18 24 VVR 2 3 4 5 6 7 8 9 I0 'DX SIZE 10A 10A 10A 6 X 12 10 A 10 A 10 A I4 10 A 8 10A BOX SIZE 4000 1500 1500 1000 3000 750 300 4000 BOX SIZE 2000 2000 750 1500 1500 CLG CFM 1065 660 1255 405 230 540 600 940 1335 955 2400 780 435 1160 CLG CFM 4000 1290 800 1000 3000 200 300 2400 EQUIPMENT LIST AC -1 ROOFT AC UNIT - TRANE SAHA6004 60 TON, CLG ONLY, 500 CFM/TON OPTION, AC -2 ECONG8 SIZER CYCLE, FACTORY ROOF CURB, 30 HP FAN, 460V 3 PHASE. AC -3 ROOF:'OP AC UNIT - TRANE SAHA754, 7.5 TON W/ ELECTRIC HEATER (33.6 KW.), 3000 cE 1, FIXED OA DAMPER, 460V 3 PHASE. AC-6 ROOFTOP AC UNIT - TRANE SAHA754, 7.5 TON, CLG. ONLY, 3000 CFM, 100V RA 460 VOLTS PHASE. AC -7 ROOFTOP OP AC UNIT- TRANE SACAl254A, 12.5 TON, CLG ONLY, 5000 CFM, 460 VOLT 3 PHASE EF -1 EXHA_.JT FAN - JENN -AIR 4BCR -143, 900 CFM @ .125 ESP, 115 VAC, % H.P. EF -2 VARIABLE VOLUME FANPACK SCHEDULE CLG CFM 1865 685 230 330 685 E`�IEWED FOR CO DE COMPLIANCE APPROVED NOV 1 0 1009 City of Tukwila BUILDING DIVISION '0'.1 HTG CFM IITR SIZE T.R 880 7KW 25F 755 6KW 25F 1005 8 KW 25F 375 3 KW 25F 250 2 KW 25F 375 3 KW 25F 1510 12 KW 25F 815 6.5 KW 25F 1005 8 KW 25F 1070 8.5 KW 25F 1635 13 KW 25F 815 6.5 KW 25F 375 3 KW 25F 630 5 KW 25F HTG CFM DUCT HTR SI7F 645 9.2 315 4.5 210 3 425 6.1 425 6.1 175 2.5 300 215 70 1 1000 950 480 6.9 500 190 215 3.1 11 750 480 430 6.2 12 750 210 210 3 13 1500 480 425 6.1 14 3000 1885 585 8.4 15 1000 895 425 6.1 16 3000 2045 700 10 17 1500 1500 635 9.1 18 300 150 105 1.5 19 545 350 5 20 .800 280 4 21 2000 1200 850 12.2 22 1000 345 320 4.6 23 1000 660 425 6.1 DRAWN BY: . CHECKED BY: DATE: . 1/2o /9e PROJECT: PROJECT NUMBER: 042Z122. TITLE: . ;d 09 DOS PERVA ITC ' ERIEll DESIGN CRITERIA VERTICAL LIVE LOADS ® SP. INSP ENG OBS DESCRIPTION TYPE REMARKS 1. TIGHTENING STRUCTURAL STEEL BOLTS ROOF: REMARKS 25 PSF ENGINEER'S SCOPE OF BASIC SERVICES: 2. AT COMPLETION OF REPAIRS. A36 FLOOR: REQUIRED BY OWNER. -- ROD F1554 GR 36 - SOILS THRU-BOLTING THREADED OR SMOOTH. THREADED ROD A706 60 60 BASED ON ASSUMED SOIL PARAMETERS. SPUD-WRENCH PERIODIC LSL pL BEARING PRESSURE: Pbr = 1500 PSF SOIL PROFILE TYPE: SD ! i LIQUEFACTION POTENTIAL: NOT SUSCEPTIBLE. i | WIND DESIGN DATA ` ! BASIC WIND SPEED: 85 MPH IMPORTANCE FACTOR: IYY= 1.0 WIND EXPOSURE: B TOPOGRAPHIC FACTOR: Kzt = 1.0 SEISMIC DESIGN DATA IMPORTANCE FACTOR: IE = 1.0 MAPPED SPECTRAL RESPONSE ACCEL: SS = 1.39 SL = 0.47 SITE CLASS: D SPECTRAL RESPONSE COEF: 5D3 = 0.93 5D1 = 0'48 SEISMIC DESIGN CATEGORY: U BASIC SEISMIC FORCE RESISTING SYSTEM: A. UNKNOWN DESIGN BASE SHEAR: N/S = -- E/0 = -- SEISMIC RESPONSE COEF: CS = '' ' -- RESPONSE MODIFICATION FACTOR: R = -- ANALYSIS PROCEDURES: A. ASD OR USD SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE IBC AND LOCAL REQUIREMENTS AND ARE IN ADDITION TO GENERAL INSPECTIONS MADE BY THE LOCAL JURISDICTION. SPECIAL INSPECTIONS SHALL BE MADE BY AN INDEPENDENT AGENCY WHICH HAS BEEN APPROVED BY THE ENGINEER AND JURISDICTION. THE SPECIAL INSPECTOR SHALL BE EMPLOYED AND PAID BY THE OWNER. SPECIAL INSPECTIONS IN ADDITION TO THOSE SHOWN BELOW MAY BE REQUIRED BY THE LOCAL JURISDICTION. ® SP. INSP ENG OBS DESCRIPTION TYPE REMARKS 1. TIGHTENING STRUCTURAL STEEL BOLTS P REMARKS 1. PRIOR TO TIGHTENING STRUCTURAL STEEL BOLTS. ENGINEER'S SCOPE OF BASIC SERVICES: 2. AT COMPLETION OF REPAIRS. A36 . NOTICE OF ACCEPTABILITY OF WORK REQUIRED BY OWNER. NO ROD F1554 GR 36 - 58 THRU-BOLTING THREADED OR SMOOTH. CONSTRUCTION OBSERVATION Se FIELD WORK BY ENGINEER ENGINEER SHALL MAKE SITE VISITS TO CHEC GENERAL CONFORMANCE OF THE CONSTRUCTION WITH STRUCTURAL DRAWINGS IN ACCORDANCE WITH THE IBC AND SHALL MAKE A WRITTEN STATEMENT TO THE PROJECT TEAM AND BUILDING OFFICIAL, REGARDING THE NATURE OF THE OBSERVATIONS MADE. THE CONTRACTOR SHALL NOTIFY ENGINEER WHEN CONSTRUCTION IS READY FOR OBSERVATION. CONTRACTOR SHALL NOT PROCEED UNTIL ENGINEER'S SITE VISIT HAS BEEN MADE. ENG. ENG. /SHOPS' DESCRIPTION PN OBS F.S. DESCRIPTION REMARKS 1. PRIOR TO TIGHTENING STRUCTURAL STEEL BOLTS. ENGINEER'S SCOPE OF BASIC SERVICES: 2. AT COMPLETION OF REPAIRS. A36 . NOTICE OF ACCEPTABILITY OF WORK REQUIRED BY OWNER. SHOP DRAWING REVIEW / DEFERRED SUBMITTALS `,,^.,~ .`�,^^-., / ~^. ^.`.`�~ ~~~.,.^ . .'`�~ MANUFACTURER OR FABRICATOR SHALL COORDINATE DESIGN WITH ENGINEER OF RECORD AND SUBMIT SHOP DRAWING TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. SUBMITTAL SHALL CONFORM TO THE REQUIRMENTS SHOWN FOR EACH MATERIAL OR COMPONENT. PRIMARY DESIGN PROFESSIONAL: /SHOPS' DESCRIPTION TYPE REMARKS 1. STRUCTURAL STEEL STRUCTURE TYPE EXISTING TIMBER FRAMED ROOF. ENGINEER'S SCOPE OF BASIC SERVICES: STRUCTURAL DESIGN FOR THE FOLLOWING ELEMENTS AND SYSTEMS: A36 1, STRENGTHENGIN FOR EXISTING WOOD ROOF TRUSSES TO SUPPORT ADDITIONAL LOADS FROM NEW MECHANICAL UNIT. 58 NO JURISDICTION: CITY OF TUKWILA, WA PRIMARY DESIGN PROFESSIONAL: STAALESON ENGINEERING, P.C. Fu ��I REMARKS PLATES AND BARS A36 STRUCTURE TYPE EXISTING TIMBER FRAMED ROOF. ENGINEER'S SCOPE OF BASIC SERVICES: STRUCTURAL DESIGN FOR THE FOLLOWING ELEMENTS AND SYSTEMS: A36 1, STRENGTHENGIN FOR EXISTING WOOD ROOF TRUSSES TO SUPPORT ADDITIONAL LOADS FROM NEW MECHANICAL UNIT. MATERIAL SPECIFICATION SHAPE OR FASTENER '~~'^~` ASTM DESIGNATION Fy K3I Fu ��I REMARKS PLATES AND BARS A36 36 58 CONDITION C A36 36 58 NO ROD F1554 GR 36 - 58 THRU-BOLTING THREADED OR SMOOTH. THREADED ROD A706 60 60 D.E.G. WITH WELDING TO STEEL BOLTED STEEL CONNECTIONS MARK JOINT TYPE FAYING SURFACE INSTALLATION SPECIAL INSPECTION HOLE TYPE WASHERS PREP PAINT CONDITION METHOD CONN-1 SC SSPC-SP3 NO PRETENSION TURN-OF-NUT CONTINUOUS LSL pL CONN-2 ST SSPC-SP2 NO SNUG-TIGHT SPUD-WRENCH PERIODIC LSL pL MATERIAL SPECIFICATION FASTENER ASTM DESIGNATION 'x N�I Fu KSI REMARKS HIGH STRENGTH BOLT A325 - 120 BOLTED CONNECTIONS, TYP. U.N.O. STEEL PART CONNECTED SPA=3"0C TYP. OR PER PLAN. MIN EDGE DISTANCE STD LSL BOLT 0 Leh Lev Leh 3/4" 2" 1 1/2" 2 3/4" 7/8" 2 1/4" 1 1/2" 3" Leh 2"N|N, CLR | Y �� ��( >| | �- / ~� | �- �- | CO\\ / / / �� �� �_ / �_ _/ `/ . �-�_�_ SCALE: 1a STEEL CONNECTING PART BOLTED ASSEMBLY, TYP U.N.O. SZO GRADE TYPE BOLTS AT SPA CC CONNECTION TYPE: CONN-# HOLE TYPE: STD NUTS: A563 GR C PLAIN WASHERS: PER CONNECTION TYPE NOTE: VERT OR HORIZ SLOTTED HOLES SHALL BE PROVIDED IN THE PART AS SHOWN IN THE ASSEMBLY DETAIL, TYP, U.N.O. COVER 3 /16"E WASHER OF A36 STEE SHALL COVER THE BOLT HOLE BY 1 /2" MIN. SHALL HAVE A WIDTH OF 3 BOLT O's OR 2 MIN. ' INSTALLATION SP. INSP ECTIO \S _) CONNECTIONS o�^)x~vEu� .�"^~^~x~ v�~~""."��°oo~�,°.� 1 GENERAL 1.1. BOLTED ASSEMBLIES OF STRUCTURAL STEEL COMPONENTS SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A48O BOLTS," PUBLISHED JUNE 30, 2004, EXCEPT AS NOTED IN THESE STRUCTURAL DRAWINGS. 2. MATERIALS 2.1. BOLTS SHALL CONFORM TO ASTM A325 OR A480 AND SHALL HAVE DISTINCTIVE CAST HEAD MARKINGS CONFORMING TO ASTM REQUIREMENTS SHOWING BOLT GRADE AND MNF 2.2. NUTS SHALL BE HEAVY HEX HEAD AND SHALL CONFORM TO ASTM A583, DIMENSIONS SHALL CONFORM TO THE CURRENT ANSI B18.2.2. NUTS SHALL HAVE DISTINCTIVE CAST MARKINGS CONFORMING TO ASTM REQUIREMENTS SHOWNING NUT G E AND MNF. 2.3. WASHERS SHALL BE HARDENED STEEL AND SHALL CONFORM TO ASTM F436. 2.4. PLATE WASHERS SHALL BE FABRICATED FROM A36. 2.5. ALL MATERIALS FOR CONNECTED PARTS SHALL CONFORM TO THE SPECIFICATIONS FOR STRUCTURAL STEEL. ZL SURFACE PREPARATION, COATINGS, & PAINT 3.1. ALL COATINGS AND PAINT FOR CONNECTED PARTS SHALL CONFORM TO THE SPECIFICATIONS FOR STRUCTURAL STEEL EXCEPT AS NOTED HERE. 3.2. JOINT TYPE: SC. FOR THE FAYING SURFACE IN AREAS CLOSER THAN 2r FROM THE EDGE OF ANY BOLT HOLE AND IN ALL AREAS WITHIN THE BOLT PATTERN WHERE BOLTS ARE SPACED CLOSER THAN 6"OC, SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH SSPC-SP3, SHALL BE FREE OF SCALE, DIRT, OR OTHER FOREIGN MATERIAL AND SHALL 8E ` ^ 4, PLACING AND ERECTION 4.1. ALL BOLT HOLES SHALL BE ALIGNED TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE DAMAGE TO THE THREADS. BOLTS SHALL BE PLACED IN ALL HOLES WITH WASHERS POSITIONED AS REQUIRED IN THE STRUCTURAL DRAWINGS AND NUTS SHALL BE THREADED TO COMPLETE THE ASSEMBLY. 4.2. COMPACTING THE JOINT TO THE SNUG-TIGHT CONDITION SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT. SNUG-TIGHT IS THE TIGHTNESS THAT IS ATTAINED WITH FEW IMPACTS OF THE IMPACT WRENCHOR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH TO BRING THE CONNECTED PLIES INTO FIRM CONTACT. 4.3, JOINTS SHALL BE PRETENSIONED AS SPECIFIED IN THESE STRUCTURAL DRAWINGS BY CONNECTION TYPE, 5. QUALITY ASSURANCE 5.1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE COMPONENTS TO ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW A BILL OF MATERIALS, WHICH SHOWS THE MATERIAL GRADE AND WEIGHT OF ALL STEEL BOLTS TO BE USED IN THE FABRICATION. SHOP DRAWINGS MAY BE SUBMITTED IN ELECTRONIC FORMATS INCLUDING PDF OR DWF. 5.2. BOLT INSTALLATION INCLUDING FITUP AND TIGHTENING SHALL BE PERFORMED BY QUALIFIED WORKMEN ONLY, 5.2.1. ALL WORKMEN SHALL DEMONSTRATE KNOWLEDGE OF THE AISC PROCEDURE BY PREPARING A MOCKUP ASSEMBLY USING (4) BOLTS. SPECIAL INSPECTOR SHALL INSPECT ASSEMBLY OF THE MOCKUP AND VERIFY THE INSTALLERS FULL KNOWLEDGE AND SKILL FOR MAKING INITIAL FIT-UP OF THE JOINT, COMPACTING THE JOINT TO THE SNUG-TIGHT CONDITION, MATCH-MARKING THE ASSEMBLY, AND PRETENSIONING THE BOLTS. 5.2.2. SPECIAL INSPECTOR SHALL CERTIFY WORKER QUALIFICATIONS AND SUBMIT TO ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO START OF STEEL ERECTION. STANDARD �������� ~�"v~n�x�v� ���vv�n���,�w^n~� A.B. ALT. C.I.P. BN CONC. CONT. DBL. D.E.G. DIA. D.L. EA. ELEV. E.W. F.O.C. F.O.F. F.O.W. F.S. FT. HORIZ. I.D. K. LBS. L.F. L.L. ANCHOR BOLT L.P. ALTERNATE LLH BOUNDARY NAILING LLV CAST-IN-PLACE LONG. CONCRETE MAX. CONTINUOUS MNF. DOUBLE MIN. DRILL & EPDXY GROUT MISC. DIAMETER DEAD LOAD EACH ELEVATION EACH WAY FACE OF CONC FACE OF FACIA FACE OF WALL FAR SIDE FO0T, FEET HORIZONTAL INSIDE DIAMETER KIPS POUNDS LINER FEET LIVE LOAD N.I.C. N.T.S. NO. OC OD PAV PLF PSF PSI R 3IW. T.O.B. T.O.C. TRANS. VERT. WWF LOW POINT LONG LEG HORIZ. LONG LEG VERT. LONGITUDINAL MAXIMUM MANUFACTURER MINIMUM MISCELLANEOUS NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER OUTSIDE DIAMETER PAVING POUNDS PER LINER FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH RADIUS SIMILAR TOP OF BEAM TOP OF CONCRETE TRANSVERSE VERTICAL WELDED WIRE FABRIC STANDARD SYMBOLS w/ WITH @ AT CENTER LINE 0 DIAMETER L ANGLE � NUMBER E. PLATE (E) EXISTING (N) NEW FOOTING <H> HOLDOVVN SHEAR WALL WOOD FRAMING 1. SAWN TIMBER ALL SAWN TIMBER FRAMING MEMBERS SHALL MEET THE SPECIES AND GRADE SHOWN BELOW UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. ALL SAWN TIMBER MEMBERS SHALL BE KILN DRIED OR SURFACE DRIED. EACH PIECE SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU SHOWING GRADE MARK. ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 2. GLUE-LAMINATED TIMBER ALL STRUCTURAL GLUE-LAMINATED TIMBER, MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD P.3.56 "STRUCTURAL GLUED LAMINATED TIMBER", AND ALL MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLIES SHALL BE DOUGLAS FIR COAST REGION. ALL GLUE-LAM BEAMS SHALL BE CAMBERED WITH RADIUS=2000' UNLESS OTHERWISE SHOWN ON THE DRAWINGS. ALL MEMBERS SHALL BE 24F-V4 FOR SIMPLE SPANS OR 24F-V8 FOR CANTILEVERED OR CONTINUOUS SPANS. ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH WATERPROOF ADHESIVE PER P.S. 56. 3. PLYWOOD SHEATHING EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOO ASSOCIATION. ALL GRADING SHALL CONFORM TO P3-1' USE THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS. ALL PLYWOOD SHALL BE C-D EXTERIOR GRADE WITH EXTERIOR GLUE. 4. FASTENERS FOR WOOD CONNECTIONS 4.1. ALL FASTENERS FOR GENERAL FRAMING SHALL BE WITH COMMON NAILS, U.N.O. ALL FASTENERS FOR GYPSUM WALL BOARD SHALL BE COOLER NAILS, U.N.O. ALL NAILS SHALL BE FROM AMERICAN OR CANADIAN MANUFACTURER ONLY. ALTERNATE FASTENERS, WHICH ARE NOT INDICATED HERE, SHALL COMPLY WITH NER-272 AND SHALL BE APPROVED, IN WRITING, BY THE ENGINEER PRIOR TO USE. FOR SPECIAL NAILING REQUIREMENTS REFER TO SHEARWALL AND FRAMING NOTES. 4.2. LAG SCREWS: PROVIDE LEAD HOLES FOR ALL LAG SCREWS. LEAD HOLE DIAMETER FOR THREADED PORTION OF SCREW SHALL BE THE SCREW SHANK DIAMETER. LUBRICANT SHALL BE USED ON LAG SCREWS TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. 4.3. BOLTS: BOLTS USED IN TIMBER CONSTRUCTION SHALL BE ASTM A307 GRADE C, MIN. UNO. WASHERS SHALL BE MALLEABLE IRON WASHERS WITH 1-1/2" DIAMETER, MIN. 4.4. CONNECTION HARDWARE: ANCHORS AND CONNECTORS FOR TIMBER FRAMING SHALL BE PREFABRICATED BY A QUALIFIED SUPPLIER SUCH AS SIMPSON. HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED. REFER TO SPECIFICATION ON SHEET SO FOR CUSTOM FABRICATED STEEL CONNECTORS. 4. BLOCKING 2X STUDS & PLATES 2X RAFTERS & JOISTS 4X & 6X COLUMNS 4X HEADERS 6X HEADERS HEM-FIR HEM-FIR#2 HEM-FIR HEM-FIR#2 HEM-FIR MINIMUM FASTENER SPACING: ALL NAILING AND FASTENER SPACING SHALL BE AS SHOWN ON THE PLANS AND SHALL COMPLY WITH THE REQUIREMENTS OF UBC TABLE 23-I-Q OR TABLE 25-I U.N.O. *����UU���U � ��� �""`��"�,��� sum_ 1. GENERAL 1.1, ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE AISC, "STEEL CONSTRUCTION MANUAL", 13TH EDITION. 2. MATERIALS 2.1. STRUCTURAL STEEL SHAPES, PLATES, FASTMERES, AND PAINT SHALL BE PER MATERIAL SPECIFICATION TABLE. 2.2. GROUT FOR BEARING PLATES SHALL BE NON-SHRINK EMBECO BY MASTER BUILDERS, INC. 2.3. EPDXY PAINT SHALL BE SHERMAN WILLIAMS BRAND DTM ACRYLIC COATING B86-10O SERIES. 3. SURFACE PREPARATION, COATINGS, & PAINT 3.1' FABRICATOR SHALL SHOP CLEAN ALL STRUCTURAL STEEL SHAPES IN CONFORMANCE WITH SSPC-SP2 AND SHALL APPLY A PRIMER COAT OF PAINT THAT IS COMPATABLE WITH THE FINISH PAINT SPECIFIED. 3.2. CONTRACTOR SHALL FIELD CLEAN EXISTING STEEL MEMBERS IN ACCORDANCE WITH SSPC-SP3 AT AREAS WHERE NEW CONNECTIONS ARE BEING MADE TO EXISTING STEEL MEMBERS OR AS NOTED PER PLAN. 3.3. CONTRACTOR SHALL APPLY A FINISH COATING OF EPDXY PAINT ON ALL STRUCTURAL STEEL SHAPES. PAINT SHALL HAVE A NOMINAL DRY FILM THICKNESS OF 0.6 MIL. CONTRACTOR SHALL TOUCH UP PAINTED SURFACE AFTER ERECTION TO COVER SCRATCHES. 3.4. CONTRACTOR SH LL COORDINATE FINAL PAINT FINISH AND COLOR WITH ENGINEER PRIOR TO FABRICATION. 4, QUALITY ASSURANCE 4.1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF STRUCTURAL STEEL MEMBERS AND CONNECTIONS, INCLUDING SURFACE PREPARATION AND COATINGS, TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 4.2. SHOP DRAWINGS SHALL BE MADE IN ACCORDANCE WITH AISC STEEL DETAILING MANUAL AND THE AISC CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BE DRAFTED TO SCALE, SHALL BE FULLY DIMENSIONED, SHALL BE MADE ON `D SIZE SHEETS; AND SHALL BE SUITABLE FOR A SUFFICIENTLY EXPERIENCED WELDER TO FABRICATE THE COMPONENTS AND FOR INSPECTION OF THE WORK. SHOP DRAWINGS SHALL SHOW A BILL OF MATERIALS, WHICH SHOWS THE MATERIAL GRADE AND WEIGHT OF ALL STEEL TO BE USED IN THE FABRICATION, ALL DIMENSIONS INCLUDING CENTERLINE OF BOLT HOLES, BOLT HOLE DIAK4ETERS, WELDMENT, BEAM SEATS, SIDE PLATES, AND ANY WELDED ANCHOR BOLTS, THE SHOP DRAWINGS SHALL SHOW ALL KEY ELEVATIONS, FRAMING MEMBERS AND ANY COMPONENTS OF THE MAIN STRUCTURE WHICH MUST BE COORDINATED WITH THE FABRICATION. 4.3. SHOP DRAWINGS MAY BE SUBMITTED IN ELECTRONIC FORMATS INCLUDING PDF OR DWF. GENERAL STRUCTURAL PROVISIONS BY USING THESE STRUCTURAL DRAWINGS, ALL PARTIES AGREE TO THE FOLLOWING TERMS OF USE. 1.1. ENGtNEER MADE A PARITAL STRUCTURAL DESIGN OF SELECTED ELEMENTS AND SYSTEMS AS SHOWN UNDER SCOPE OF BASIC SERVICES. ALL OTHER ELEMENTS AND SYSTEMS SHALL BE THE SOLE RESPONSIBILITY OF OTHERS AND ARE EXCLUDED FROM ENGINEER'S SEAL AND SIGNATURE. 1.2. CONTRACTOR SHALL REVIEW, CONFIRM, CORRELATE, AND COORDINATE ALL SPECIFICATIONS, DETAILS, FRAMING & FOUNDATION PLANS, AND DIMENSIONS ON ENGINEER'S STRUCTURAL DRAWINGS WITH FIELD CONDITIONS PRIOR TO START OF ANY CONSTRUCTION WORK, FABRICATION, OR ERECTION. 1.3` ALL DIMENSIONS OF EXISTING STRUCTURES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, FABRICATION OR ERECTION OF ANY RELATED COMPONENTS. 1.4. CONTRACTOR SHALL ASK FOR CLARIFICATION 8c INTERPRETATION FROM ENGINEER ON ANY ISSUES THAT ARE CONFUSING, SHALL RESOLVE ALL DISCREPANCIES, AND SHALL DEVELOP A FULL AND CLEAR COMPREHENSION OF THE INTENT AND PROVISIONS OF THESE STRUCTURAL DRAWINGS PRIOR TO START OF ANY CONSTRUCTION WORK OR FABRICATION. 1.5. ENGINEER WILL NOT SUPERVISE, DIRECT, CONTROL OR HAVE AUTHORITY OVER OR BE RESPONSIBLE FOR CONTRACTOR'S WEANS, METHOD, TECHNIQUES, SEQUENCES, OR PROCEDURES OF CON3TRUCTION, OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENT THERETO, OR FOR ANY FAILURE OF CONTRACTOR TO COMPLY WITH LAWS AND REGULATIONS APPLICABLE TO THE FURNISHING OR PERFORMANCE OF THE WORK. ENGINEER WILL NOT BE RESPONSIBLE FOR CONTRACTOR'S FAILURE TO PERFORM OR FURNISH THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 1.6. NO PROVISION OF THE CONTRACT DOCUMENTS NOR ANY DECISION MADE BY ENGINEER IN GOOD FAITH, NOR ANY EXERCISE OR PERFORMANCE OF ANY AUTHORITY OR RESPONSIBILITY BY ENGINEER SHALL CREATE, IMPOSE OR GIVE RISE TO ANY DUTY OWED Er( ENGINEER TO CONTRACTOR, ANY SUBCONTRACTOR, ANY SUPPLIER, ANY OTHER PERSON OR ORGANIZATION, OR TO ANY SURETY FOR OR EMPLOYEE OR AGENT OF ANY OF THEM. 1.7. THE CONSTRUCTION CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL BE IN CONFORMANCE WITH ALL THE ASSUMPTIONS, PROVISIONS, TERMS AND CONDITIONS OF THE "STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT" PREPARED BY ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE, EJCDC NO. 1910-8 (1990 EDITION) REPRINTED 7/94, ISSUED AND PUBLISHED BY THE AMERICAN SOCIETY OF CIVIL ENGINEERS. NOTE THAT THIS DOCUMENT HAS BEEN APPROVED AND ENDORSED BY THE ASSOCIATED GENERAL CONTRACTORS OF AMERICA. 2. CODES. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE 2006 IBC AND STANDARD PRACTICE FOR EACH MATERIAL OR ELEMENT EXCEPT AS SHOWN AND NOTED ON THE DRAWINGS. THE CONSTRUCTION OF ELEMENTS OF THE STRUCTURE SHALL CONFORM TO STANDARD PRACTICE FROM THE FOLLOWING STANDARDS: 2.1. AISC-360 "STEEL CONSTRUCTION MANUAL" 13TH EDITION. 2.2. NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". J. SAFETY 3.1' THE CON TO HALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENT THERETO, THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE PRIOR TO COMPLETION OF PERMANENT SUPPORTS; AND TO PROTECT WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION. ALL WORK SHALL BE DONE BY COMPETENT AND EXPERIENCED WORKERS. 3'2' THE PLANS REPRESENT THE COMPLETED STRUCTURE, THEY DO NOT INDICATE THE SEQUENCE OR METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ERECTION BRACING, FDRM3, AND TEMPORARY SHORING DURING CONSTRUCTION UNTIL PERMANENT SUPPORTS ARE INSTALLED OR DESIGN MATERIAL STRENGTHS ARE ACHIEVED. 4. INTERPRETATION OR CLARIFICATION WHEN REQUESTED BY THE OWNER OR AT SUCH TIMES AS ENGINEER MAY DETERMINE NECESSARY, ENGINEER WILL ISSUE SUCH WRITTEN CLARIFICATIONS OR INTERPRETATIONS OF THE REQUIREMENTS OF THE CONTRACT DRAWINGS, WHICH SHALL BE CONSISTENT WITH THE INTENT OF AND REASONABLY INFERABLE FROM THE CONTRACT DOCUMENTS. 5. FIELD ORDER WHEN REQUESTED BY THE OWNER OR AT SUCH TIMES AS ENGINEER MAY DETERMINE NECESSARY, ENGINEER WILL ISSUE FIELD ORDERS WHICH AUTHORIZE MINOR VARIATIONS IN THE WORK FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND ARE COMPATIBLE WITH THE DESIGN CONCEPT OF THE COMPLETED PROJECT AS A FUNCTIONING WHOLE. 6. WORK CHANGE DIRECTIVE WHERE CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR WHERE DESIGN CONFLICTS OCCUR DUE TO UNFORESEEN EXISTING CONDITIONS, CONTRACTOR SHALL COORDINATE WITH ENGINEER TO DEVELOP A PROPOSED FIELD SOLUTION. ENGINEER SHALL REVIEW PROPOSED FIELD SOLUTION, PERFORM SITE INVESTIGATION AS REQUIRED, AND MODIFY AS NECESSARY. ENGINEER SHALL PROVIDE WRITTEN AUTHORIZATION FOR ALL FIELD SOLUTIONS WHICH SHALL INCLUDE DETAILS AND SPECIFICATIONS. 7. CHANGE ORDER WHEN REQUESTED BY THE OWNER, ENGINEER WILL MAKE CHANGES TO THE STRUCTURAL DESIGN TO INCORPORATE ANY ADDITIONS, DELETIONS, OR REVISIONS IN THE DESIGN CONCEPT SO THAT THEY ARE COMPATIBLE WITH THE COMPLETED PROJECT AS A FUNCTIONING WHOLE. NO CHANGES SHALL BE MADE TO THE BASIC SCHEME OR DESIGN INTENT OF THE STRUCTURAL DESIGN WITHOUT WET STAMPED WORK CHANGE DIRECTIVE FROM THE ENGINEER. 8. SUBSTITUTION OF PRODUCT MANUFACTURER ALL PRODUCTS AND MATERIALS SHALL BE FROM SPECIFIED MNF. SUBSTITUTION OF AN EQUIVALENT BRAND SHALL REQUIRE PRIOR WRITTEN APPROVAL FROM THE ENGINEER. STRUCTURAL NOTES & SPECIFICATIONS ������U���� WELDED STEEL ~~~"""""^�~°""~°"�~° 1, GENERAL 1.1. ALL WELDED ASSEMBLIES OF STRUCTURAL STEEL COMPONENTS SHALL CONFORM TO AISC MANUAL OF DETAILING FOR STEEL CONSTRUCTION AND AWS D1.1 SECTION 8 "STRUCTURAL WELDING CODE - STEEL," EXCEPT AS NOTED IN THESE STRUCTURAL DRAWINGS. 2. MATERIALS 2.1. ALL WELD METAL FOR SMAW SHALL BE E70XX. 3. QUALITY ASSURANCE 3.1. FIELD WELDING 3.1.2. ALL WELDERS SHALL BE WABO CERTIFIED AND SHALL BE PRE-QUALIFIED BY THE SPECIAL INSPECTOR TO PERFORM EACH WPS. 3.1.3. WELDING OF ANY FIELD WELD OF 5 4~ AND OVER SHALL BE DONE UNDER CONTINUOUS SPECIAL INSPECTION. 4. SHOP WELDING 4.1. ALL SHOP WELDING SHALL BE DONE IN FACILITY WITH AN AISC APPROVED QUALITY CONTROL PROGRAM IN-PLACE OR ALL SHOP WELDING SHALL BE DONE UNDER CONTINUOUS SPECIAL INSPECTION AS REQUIRED FOR FIELD WELDING. LIT JUN 0 2 MO PROJECT DESCRIPTION V_ ��»��������U ����������UU UU��U~N SO Si PROJECT SPECIFICATIONS, GENERAL PROVISIONS, AND STRUCTURAL NOTES. ROOF FRAMING PLAN & DETAILS QUALITY ������K�UU U ��^�%��������KnW���� TYPE OF SPECIAL INSPECTION: PERIODIC PRECONSTRUCTION CONFERENCES " vv�"�~�"�°""nv"�~�ov~�"n ^°^�"°o o�vv��n�^��~� , ,,^.,",. 1. GENERAL 1.1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL MEET WITH ENGINEEO CONCEPTS AND KEY ELEMENTS OF THE STRUCTURAL DESIGN, PROCEDURES FOR REQUESTING CLARIFICATION AND FIELD SOLUTIONS, AND REQUIREMENTS FOR QUALITY ASSURANCE. CONTINUOUS � � REVIEWED NOV CODE COMPLIANCE 1 0 2009 City of Tukwila ISION �� � CM OF TUKWILA OY »�� NUV �uv* PERMIT CENTER co � � 0 � 0 0 0 0 Cn ++ o 0 00 c • CO �� w 0- Lai 0 ,- ZO k ria 1-0 3w, � o � m a SO OF 2 SHEETS ^~' �- ='��'`^ SCHEDULE MK BEAM SHEAR PL BOLTS HOLE TYPE TYPE WELDMENT TPL N SZ GRADE TYPE BEAM SHEAR PL TW LW BSP -1 MC1O 5/16' 3 3/4' A325 N STD HORIZ LSL CONN -2 3/16 10' BACK E THRU BOLTS REMARKS MRK IE W L HOLE TYPE N SZ GRADE BP -1 5 /16" O' -9" 0' -10" STD 4 3 /4"� F1554 GR. 36 TYP SEQUENCE: 1. SHORE (N) OR (EX) TIMBER BM AT 1/3 POINTS ALONG SPAN. FIELD MEASURE DEFL AND RESHORE TO CAMBER: B UP 2. ERECT CHANNELS INTO PLACE. 3. DRILL & BOLT CHANNELS TO TIMBER BM 4. DO NOT REMOVE SHORING UNTIL AFTER ENGINEER OBSERVATION. < NOTCH PER PLAN, ROOF BEAM PER PLAN. -AV SCALE: 1 1/2"=V-0" 1 /4" CAMBER B X- BRACIN SCALE: 1 " =1' -0" HA\C -AV1 EXTEND L UNDER TJL TOP CHORD FASTEN w/ (2) SDS /4 "X1 "' TO EA TJL. TYP EA. END. PWD FILLER AS REQ'D. G E 5 /16 "X3" w/ (2) 1 /2"� THRU BOLTS A307 GR C NOTE: LOCATE HANGER AT ANY DISTANCE ALONG BEAM. RESHORE (E) BEAM TO 1 /4" CAMBER UPWARD THEN TIGHTEN BOLTS AT CHANNEL CONTRACTOR SHALL OBTAIN ENGINNER'S INSPECTION & APPROVAL BEFORE FASTENING ENG OBS CHANNEL TO BLKG AT PANEL POINTS. i SHOPS J IE 5/16" AT X- BRACING CLIP CORNERS AT MC FLITCH BEAM PER PLAN (EX) TJL ROOF JOILST w/ BLKG AT PANEL POINTS PER PLAN. (N) MC10X22 EACH SIDE, PER PLAN. w /(2) 3/4"� ROD THRU - BOLTS (F1554 GR. 36) SMOOTH w /THR'D ENDS @ EA. PANEL POINT. DRILL FROM BOTH SIDES. HOLE DIAMETER SHALL NOT EXCEED 13 /16" SUBMIT SHOP DRAWINGS OF SHORING PLAN TO ENGINEER FOR REVIEW & APPROVAL PRIOR TO CONSTRUCTION 4X6 IE ACROSS MECH OPENING w/ L3X3X w/ 1 /2 "93 THRU BOLTS AT 1' -0"0C. A307 GR C. COUNTERSUNK. *MI ►Z� ►►I0111111•11111111iH ■IINII III MN ■I e11■ 3/ "3 STL- FLITCH -2A FASTEN PWD ROOF SHT'G TO 4X6 w/ (2) 8dX1 /2 AT 4"0C X- BRACING PER PLAN. L3X3X TYP. w/ (1) 1 /2"� THRU BOLT AT W.P. 3 SIDES TYP. 3 /16 STL -50 BACK E (N)SZO GRADE TYPE THRU-BOLTS SMOOTH w/ THR'D ENDS. HOLE TYPE PER SCHD CONNECTION TYPE: CONN -2 WASHERS: TOP: PL SQUARE UNDER HEAD & NUT. BOT: STD UNDER HEAD & NUT. BAC< IR SCALE: 1 1/2"=1'- 0" CONN- XBRACE -1 n. SCHEDULE n BP -1 E OF AB'S TOP 0/16" SQ. OF AB'S BOT w/ THRU BOLTS BP -1 IE PLAN SECTION rFLITC- '\ 4 y SCALE: 1 1/2 " =1' -0" STL X- BRACING CONNECTION OF 6X12 TO NEW STEEL MC STL -49 EX. 6 GLB TO REMAIN NEW STEEL FLITCH BM TYP TYP TYP EX. 6 GLB TO REMAIN SCALE: 1/4 " =1' -0" ASSEMBLY DETAIL STEL BOLT SCALE: 1 1/2"=1'-0" SHEAR IE (N) SZo GR AT SPA OC HOLE TYPE CONNECTIO WASHERS A Ln 2 "MIN. i" CLR TYP. EXIST'G GLB MC BEAM PER PLAN MU -1 X -BRACE AT MID -SPAN V J S BACK IE TO GLB PARTIAL ROOF FRAMING PLAN OVER 1ST FLOOR PLAN 2-LVL 2 .—EXIST'G 6X12 BM TO REMAIN. RESUPPORT ON NEW CONN TO NEW MC. NOTCH: 41i MAX ". ADE TYPE BOLTS PER SCHD N TYPE T SLOTTED HOLES. I SHOPS( CONN TYP BOLTED STEEL CONN REFER CONN -# -AR R CO \ \ECTIO\ CTION OF FLITCH BM ST'G GLB. STL -17G 4" MIN. FROM TOP OF GLB. EXIST'G GLB. TO REMAIN. EXIST'G (3) 24" TJL TO REMAIN. STEEL MC FLITCH BEAM PER PLAN STEEL BOLTED SHEAR IE CONN PANEL POINT BLKG w/ 2X6 HF #2 EA. SIDE OF EA. WEB TUBE w/ PWD FILLER BTWN. 7/16" PWD SHEATHING, (1) PIECE w/ 8d @ 4 "OC TO EA. 2X6. CONN -BM- GIRDER -1 'O Pu ANCL FRIVED i U Luuy City of Tukwila BUILDING DIVISION ROOF FRAMING GENERAL NOTES 1. THESE PLANS SHOW A STRUCTURAL DESIGN OF ELEMENTS AND SYSTEMS AS DEFINED UNDER SCOPE OF BASIC SERVICES. 2. CONTRACTOR SHALL CONFIRM AND CORRELATE ALL DIMENSIONS FOR WORK AMOUNG ALL STRUCTURAL DRAWINGS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION OR FABRICATION. DIMENSIONS OF ARCHITECTURAL TREATMENTS ARE BY OTHERS. DIMENSIONS OF STRUCTURAL FRAMING ARE BASED ON FIELD MEASUREMENTS AND ARE APPROXIMATE. DEMOLITION (DEMO) DEMOLISH EXIST'G STRUCTURAL ELEMENTS PER PLAN. REMOVE ALL DEBRIS # FROM SITE AND DISPOSE IN LAWFULL LANDFILL. 1. DEMOLISH EXIST'G FRAMING AS REQUIRED TO PROVIDE ACCESS TO STRENGTHEN EXISTING ROOF TRUSSES. DAMAGE DURING CONSTRUCTION JACKING OPERATIONS, RESHORE AND GENERAL CONSTRUCTION OPERATIONS CAN RESULT IN CRACKING OF EXISTING ARCHITECTURAL COMPONENTS AND CONCRETE SLAB -ON- GRADE. DAMAGE RESULTING FROM CONSTRUCTION OPERATIONS HAS NOT BEEN ADDRESSED BY THE ENGINEER AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPAIR DAMAGE TO EXISTING ARCHITECTURAL COMPONENTS WHICH RESULTS FROM STRUCTURAL REPAIR OPERATIONS. CONTRACTOR SHALL REPAIR TO MATCH ORIGINAL CONDITIONS. TEMPORARY SHORING TEMPORARY SHORING FOR REPAIRS TO TRUSSES SHALL BE THE DIRECT RESPONSIBILITY OF THE CONTRACTOR. SHORING SHALL BE IN PLACE AND FULLY SECURED PRIOR TO DRILLING BOLT HOLES IN WOOD MEMBERS FOR FLITCH BEAMS. ALL TEMPORARY SHORING SHALL HAVE A BEARING WIDTH OF 33" MIN. ON METAL DECKING AND SHALL BE CONSTRUCTED USING 4X6 MEMBERS, MIN. #1 FW --CONTRACTOR SHALL REPLACE ALL ROTTED OR DETERIORATED WOOD ENG F S. FRAMING AT WALLS AND PARAPETS DISCOVERED DURING REPAIR OF TRUSSES. ALL ROTTED WOOD FRAMING SHALL BE REPLACED WITH NEW WOOD FRAMING OF LIKE MATERIAL AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONVENTIONAL FRAMING PROVISIONS OF IBC 2006 SEC. 2304 AND 2308. CONTACT ENGINEER FOR FIELD SOLUTION WHERE NON- STANDARD FRAMING CONDITIONS ARE ENCOUNTERED. NOTE: ALL FRAMING REMOVED FOR ACCESS TO MAKE REPAIRS TO ROOF TRUSSES SHALL BE REPLACED WITH NEW WOOD FRAMING OF LIKE MATERIAL AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONVENTIONAL FRAMING PROVISIONS OF IBC 2006 SEC. 2304 AND 2308. NOTE: CONTRACTOR SHALL REPAIR AND /OR REPLACE THE ROOFING, INCLUDING WATER- PROOFING AND FLASHING, AT SECTIONS WHERE REPAIRS HAVE BEEN MADE TO ROOF TRUSSES OR ADJACENT WOOD FRAMING IN ORDER TO MAKE A WATERTIGHT SEAL THAT PROVIDES WEATHER PROTECTION FOR THE INTERIOR OF THE BUILDING. MECHANICAL UNIT AND CURB DEMOLISH EXISTING MECHANICAL UNIT AND CURB AND REPLACE w/ NEW. MECHANICAL UNIT AND ATTACHEMENT OF CURB TO ROOF FRAMING, DESIGN BY OTHERS. FLITCH BEAM 0 STRENGTHEN EXISTING (3) TJL ROOF TRUSSES w/ STEEL CHANNEL EA. SIDE, PER DETAIL. TR -1 EXISTING (3) TJL ROOF TRUSSES. RECEIVED CITY OF TUKWI A Nov 0 2 2009 PERMIT CENTER (0 N 0 rn 0 z 0 a J (n c2 w w z CD z w z o< J - cn W 0 0) cF= 0 I— a) 0 (I) U, 0 U) C 0 rn 47, U) > c H 0 c N (1) "Cl 3 0 C/) <<<.< f 40 Z a 0 PT4 0 H o 0 rn ~ F- E-1 rmi 0 o w ce a rn CO I (0 0 U- O W a O U) 0 0 0 W W z 5 W S1 OF 2 SHEETS