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HomeMy WebLinkAboutPermit D13-090 - BOEING MILITARY FLIGHT LINE - TENANT IMPROVEMENTBOEING MILITARY FLIGHT LINE 10002 EAST MARGINAL WY D13-090 City oil/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.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 0003400021 Address: 10002 EAST MARGINAL WY S,TUKW Shite No: Project Name: BOEING MILITARY FLIGHT LINE Permit Number: D13-090 Issue.Date:• •• 03/22/2013 Permit Expires On: 09/18/2013 Owner: Name: BOEING COMPANY THE Address: PROPERTY TAX DEPT , PO BOX 3707 M/C 20-00 98124 Contact Person: Name: JOHN MURDOCH Address: PO BOX 3707 M/C 89-14 , SEATTLE WA 98124 Phone: 253-657-0868 Contractor: Name: BOEING COMPANY, THE Phone: 312 544-2535 Address: 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO IL 60606-1596 Contractor License No: BOEINC*294ML Expiration Date: 01/18/2015 Lender: Name: SELF FUNDED - BOEING COMPANY Address: DESCRIPTION OF WORK: INSTALL AIRCRAFT BLAST FENCING ON FLIGHT LINE. POWER ISLAND REMOVALS, MODIFICATIONS AND INSTALLATIONS. CREW STATION INSTALLAIONS (FOUNDATION ONLY) NEW CREW STATIONS UNDER BUILDING L'& I GOLD SEAL. TEMPORARY SECURITY AND CONSTRUCTION FENCING. Value of Construction: $639,000.00 Fees Collected: $9,469.56 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0026 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC -7/10 D13-090 Printed: 03-22-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: N Number: 0 Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: 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, whetherspecified herein or not. The grant' of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construe • • or th performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this p Signat Print Name: J(I k(oecAtt 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. Wokt& aweee Date: Eamb'ie' e a. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 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. doc: IBC -7/10 D13-090 Printed: 03-22-2013 8: When special inspection is required, eit he owner or the registered design professio n responsible charge, shall employ a special inspection agency a tify the Building Official of the appointment r 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D13-090 Printed: 03-22-2013 CITY OF TUKW Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWAlov Building Periii4 -No. tr-o 90 Project No. Date Application Accepted: 3-�-� 3 Date Application Expires: 9 � 3 � 3 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 10002 East Marginal Way So King Co Assessor's Tax No.: Suite Number: Flight Floor: Line Tenant Name: The Boeing Company PROPERTY OWNER Name: John S. Murdoch - The Boeing Company Name: The Boeing Company City: Seattle State: WA zip: 98124 Address: P.O. Box 3707 M/C 89-14 Email: john.s.murdoch@boeing.com . City: Seattle State: WA Zip: 98124 CONTACT PERSON — person receiving all project communication Name: John S. Murdoch - The Boeing Company Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA zip: 98124 Phone: (253) 657-0868 Fax: (253) 657-0858 Email: john.s.murdoch@boeing.com . GENERAL CONTRACTOR INFORMATION Company Name: The Boeing Company Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA Zip: 98124 Phone: (253) 657-0868 Fax: Contr Reg No.: BOEINC*294ML Exp Date: 01/18/2015 Tukwila Business License No.: H:\Applications\Form -Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes LEI „No ARCHITECT OF RECORD Company Name: The Boeing Company Architect Name: Tom Hanson Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA Zip: 98124 Phone: (206) 947-4880 Fax: (206) 662-0861 Email: thomas.w.hanson@boeing.com ENGINEER OF RECORD Company Name: Sitts & Hill Engineers Inc. Engineer Name: , Larry G Lindell Address: 4815 Center St Cin': Tacoma State: WA Zip: 98409 Phone: (253) 474-9449 Fax: (253) 474-9449 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: The Boeing Company Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA Zip: 98124 Page 1 of 4 BUILDING PERMIT INFORMATIA. 206-431-3670 Valuation of Project (contractor's bid price): $ 639,000 Describe the scope of work (please provide detailed information): Install Aircraft Blast Fencing on Flight Line. Power Island Removals, Modifications and Installations. Crew Station Installations (Foundation Only) New Crew Stations Under Building L&I Gold Seal. Temporary Security and Construction Fencing. Existing Building Valuation: $ Will there be new rack storage? 0 Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: • *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No if "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None J Other (specify) Outside Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications'Permit Application Revised - 8-9-11.docx Revised: August 2011 hh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1g Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: • *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No if "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None J Other (specify) Outside Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications'Permit Application Revised - 8-9-11.docx Revised: August 2011 hh Page 2 of 4 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply. with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one 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). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY 0 PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING i` i,.', lei HO' Z .il AGENT: Signature: AO " 1 / �' "& (WOW Print Name. The Boeing Company Mailing Address: P.O. Box 3707 M/C 89-14 Date: 03/13/2013 Day Telephone: (253) 657-0868 H:\Applications\Form-Applications On Line \2011 Apphcations\Pernut Application Revised - 8-9-11.doca Revised: August 2011 hh Seattle WA 98124 City State Zip Page 4 of 4 Scope of Work (please provide detailed information): D.N.A. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank ❑ ...Cap or Remove Utilities 0 .. Curb Cut 0 ...Frontage Improvements 0 .. Pavement Cut ❑ ...Traffic Control 0 .. Looped Fire Line 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... If WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ... Water Only Meter Size 1, WO # 0... Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Pernrit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 0003400021 Permit Number: D13-090 Address: 10002 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 03/13/2013 Applicant: BOEING MILITARY FLIGHT LINE Issue Date: Receipt No.: R13-01026 Payment Amount: $9,469.56 Initials: WER Payment Date: 03/13/2013 10:41 AM User ID: 1655 Balance: $0.00 Payee: JOHN MURDOCH TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 011179 ACCOUNT ITEM LIST: Description 9,469.56 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $9,469.56 5,736.40 3,728.66 4.50 .9r...• Desir.� na Drin+nrl• 111_9'1_91111 INSPECTION RECORD L Retain a copy with permit -11313 -096 INSPECTION NO. PERMIT NO. cAo/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: g.c.e. A& ite CNA( Type of Inspection: f-: iu A- L. ,-): t O'1& Address: i0002 E. Akiscv:AAL Date Called: Special Instructions: -7-t.40 -Of " 76. 0 Date Wanted: t (0 - 3 0 -/ 3 p.m. Requester: Phone No. 36 fipproved per applicable codes. EJ Corrections required prior to.approval. COMMENTS: p_epuct-- &01_,,Iscere Insp&tor: Date: (0-34-13 REINSPECTION FEE RECI !RED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule, reinspection. INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 � (206) 431-3670 Permit Inspection Request Line (206) 431-2451 - 13-0q0 Prosect: ‘ rs-..5,e..., n r- Type of Inspection: o (. n Address: (D O C) Z E. G )'ba -L Date Called: -- Special Instructions: Al � ` f FOc-44--r- /,y L....:L....:.ma Date Wanted:. d) .- i � /a.r p.m. Requester: Phone No: ..- /A96-130-2-f`S ElApproved per applicable codes. Corrections required prior to approval. /Q COMMENTS: Insdector: Date: n REINSPECTION FEE REhUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. A Client Name: Contact: Client Address: Field/Material Report Report#: 081012 Lease Crutcher Lewis Nick Losh 107 Spring St. Seattle, WA 98104 Date: 10/4/2013 Project Number: Permit # Project Name: Address: 13-308 D13-090 Boeing MFC Flex Stalls 9725 East Marginal Way South Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: 4 Stoneway Concrete 14 6003-A 457 438170 Yards placed: 33/56 Design Strength: 4000 Inspection Performed: Reinforced Concrete Location: Blast fence pad and column footings. Grld Lines: Alr Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Alr Entrainment (oz/yard): Admixtures (oz/yard)) : 51 F 60 F ASTM C 1064 5 % ASTM C 231 6 " ASTM C 143 7:00:00 AM 10 2.6 ByWhom: Contractor ADVA 11 WRDA64 28 Remarks: Concrete was placed by chute and was mechanically consolidated. Reinforcement was per plans and specifications. Samples were taken at the paint of placement. Any water added was done by contractor and kept within the allowable. Conforming to approved plans Inspector: Horton, Tim 2nd Inspector: 3rd Inspector: Samples Tested In Accordance with ASTM: C 1231 C 31 C 172 C 39 Sample ID Test Date Age Size Area Set # Total Load PSI Method 1307164 10/11/2013 7 4 X 8 12.63 1/1 48260 3820 C 1231 Fracture Type Cone RECEIVED CITY OF TUKWILA OCT 222013 PERMIT CENTER Distribution: Client ❑y Contractor E Owner Date Mailed: © Municipality ❑ Engineer ❑ Architect Tested By: Mike Blackwell ❑ Distribute Other Reviewed: Mike Blackwell All tests In accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Client: Lease Crutcher Lewis 107 Spring St. Seattle, WA 98104 Contact: Nick Losh Field Report Report #: 059912 Project Number: 13-308 Permit#: D13-090 Project Name: Boeing MFC Flex Stalls Address: 9725 East Marginal Way South Inspection Performed: See below Date: 10/10/2013 Time: Temperature: Modifications to cable tray trellis, 13 yard per drawing S503. Performed a visual inspection of welding on structural steel, verified A325 bolts fully pre- tensioned. All welding and bolting per AWS D1.1, AISC and per plan. Epoxy anchors for HSS columns for electric support stand stalls, 80 north and 78 south. Verified installation of 3/4" diameter, SS with 7" embedment. Holes clean with the use of Simpson Set XP with an expiration date of 9/2014. Reference drawing S507. All placed per plan. RECEIVED CITY OF TUKWILA OCT 2 2 2013 PERMIT CENTER Distribution: 0 Distribute Client ® Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner Q Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Trow, Michael Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Client: Lease Crutcher Lewis 107 Spring St. Seattle, WA 98104 Contact: Nick Losh Field Report Report #: 080158 Project Number: 13-30 Permit #: Project Name: Address: Boeing MFC Flex Stalls 9725 East Marginal Way South Inspection Performed: Epoxy Date: 9/30/2013 Time: Temperature: On site to inspect the placement of 38 total number of bars embedded 7". Existing concrete for the power trellis support columns. Holes were cleaned out prior to epoxy. Simpson Set XP, expires: 9/2014 was used. Epoxy was done per details on S/503. CITY RECEIVED UKWILA OCT 15 2013 PERMIT CENTER Distribution: Ej Distribute Client Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner n Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Horton, Tim Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing Is strictly forbidden Client: Lease Crutcher Lewis 107 Spring St. Seattle, WA 98104 Contact: Nick Losh Field Report Report #: 059910 Project Number: 13-308 Permit #: 013 090 Project Name: Boeing MFC Flex Stalls Address: 9725 East Marginal Way South Inspection Performed: Epoxy Date: 9/30/2013 Time: Temperature: Rex stalls phase II. Blast deflector foundations. Verified installation of epoxy dowels, #6 into existing slab 5" embed, holes clean, use of Simpson XP adhesive, expires: 9/2014, per drawing A/S504. All placed per plan. RECEIVED CITY OF TUKWILA OCT 15 2013 PERMIT CENTER Distribution: WI Distribute Client © Distribute Contractor 7 Distribute Engineer ❑ Distribute Owner ® Distribute Municipality ❑ Distribute Other I ] Distribute Architect ❑ Distribute Other Inspector: Trow, Michael Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Field/Material Report Report #: 082754 A.A.R. Testing Laboratory, Inc. T126 1Both Ave.N.E., Park 180, Suite 0101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client Name: Contact: Client Address: Lease Crutcher Lewis Nick Losh 107 Spring St. Seattle, WA 98104 Date: 8/2/2013 Project Number: 13-308 Permit # D13-09� Project Name: Boeing MFC Flex Stalls Address: 9725 East Marginal Way South Supplier: grout Material Data: Grout Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: 1 Yards placed: Design Strength: 5000 Inspection Performed: Reinforced Concrete Location: Blast fence column bases. (12) total. Grid Lines: Air Temperature: 55 F Concrete Temperature: 74 F ASTM C 1064 Air Content: % ASTM C 231 Slump: fluid " ASTM C 143 Time Sampled: 8:30:00 AM Added Water: ByWhom: Air Entrainment (oz/yard): Admixtures (oz/yard)) : CIT ROF - VED T UKW I LA SEP 5 2013 PERMIT CENTER Remarks: Grout was mixed on site one 50 Ib. bag of specification grout per 3.5 liters of water. Grout was mixed fluid per refill #35. Grout was placed and flowed thoroughly underneath each column base. Size: Brass Mold V Conforming to approved plans Inspector: Horton, Tim 2nd Inspector: 3rd Inspector: Samples Tested in Accordance with ASTM: C 109 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 1305488 8/30/2013 28 2 X 2 X 2 4 1/1 39430 9860 C 109 Columnar 1305489 8/30/2013 28 2 X2 X 2 4 1/1 38780 9700 C 109 Columnar 1305490 8/30/2013 28 2 X 2 X2 4 1/1 38200 9550 C 109 Columnar Distribution: E1 Client V Municipality L Distribute Other [j Contractor Engineer Owner Architect Date Mailed: Tested By: J. Hoover Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Client Name: Contact: Client Address: Date: Field/Material Report Report #: 082726 Lease Crutcher Lewis Nick Losh 107 Spring St. Seattle, WA 98104 7/10/2013 Project Number: Permit # Project Name: Address: 13-308 D13-090 Boeing MFC Flex Stalls 9725 East Marginal Way South Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: Stoneway Concrete 11 6003A 474 41926 4 3 4000 Inspection Performed: Reinforced Concrete Location: North end curbs Grid Lines: Air Temperature: 64 F Concrete Temperature: 71 F Air Content: 5.3 % Slump: 5 " Time Sampled: 8:00:00 AM Added Water: 4 Air Entrainment (oz/yard): 4 Admixtures (oz/yard)) : WRDA64 ADVA ASTM C 1064 ASTM C 231 ASTM C 143 Bywhom:otiaetAr,ED CITY OIFGTUKWILA 28 8 JUL 3 1 2013 PERMIT CENTER Remarks: Concrete was placed by chute. Reinforcement was per plans and specs. Any water added was done by contractor and kept within allowable. © Conforming to approved plans Inspector: Horton, Tim 2nd Inspector: 3rd Inspector: Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 1304694 7/17/2013 7 4 X 8 12.63 1/1 44350 3510 C 1231 Shear Distribution: ® Client Cf Municipality ❑ Distribute Other • Contractor ❑ Engineer ❑ Owner ❑ Architect Date Mailed: Tested By: J. Hoover Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. Client Name: Contact: Client Address: Field/Material Report Report #: 082621 Lease Crutcher Lewis Nick Losh 107 Spring St. Seattle, WA 98104 Date: 6/5/2013 Project Number: Permit # Protect Name: Address: 13-308 D13-090 Boeing MFC Flex Stalls 9725 East Marginal Way South Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: Stoneway Concrete 011 60032 447 412672 4 11 of 66 4000 Inspection Performed: Reinforced Concrete Location: Blast fence foundation. Grid Lines: Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Air Entrainment (oz/yard): Admixtures (oz/yard)) 61 F 58 F ASTM C 1064 3.6 % ASTM C 231 7 " ASTM C 143 8:00:00 AM 10 3.4 ByWhom: Contractor ADVA 8.4 WRDA64 28 Remarks: Concrete was placed by chute and mechanically consolidated. Samples were taken at the point of placement. Reinforcement was per plans and specifications. Any water added was done by contractor and kept within the allowable. Conforming to approved plans Inspector: Horton, Tim 2nd Inspector: 3rd Inspector: Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 1303900 6/12/2013 7 4 X 8 12.63 1/1 48320 3830 C 1231 Cone 1303901 7/3/2013 28 4 X 8 12,63 1/1 62320 4930 C 1231 Cone Split 1303902 7/3/2013 28 4 X 8 12.63 1/1 66570 5270 C 1231 Cone Split 1303903 7/3/2013 28 4 X 8 12.63 1/1 62480 4950 C 1231 Cone Shear Distribution: a Client (ie] Municipality ❑ Distribute Other Q Contractor ❑ Engineer ❑ Owner ❑ Architect Date Mailed: Tested By: J. Hoover Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 10.1.2 (required use of a maximum -minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory Is strictly forbidden. Client: Lease Crutcher Lewis 107 Spring St. Seattle, WA 98104 Contact: Nick Losh Field Report Report #: 58073 Project Number: 13-308 Permit #: D13-090 Project Name: Boeing MFC Flex Stalls Address: 9725 East Marginal Way South Inspection Performed: Epoxy Date: 7/2/2013 Time: Temperature: On site to inspect the placement of (48) total all thread 3/4" diameter. Embedded 7" deep vertically into existing concrete for base plate attachments a the blast fence slab. Holes were cleaned out prior to arrival. Simpson Set -XP, expires: 7/2014 was used. RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER Distribution: [] Distribute Client 0 Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner 0 Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Horton, Tim Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Client: Lease Crutcher Lewis 107 Spring St. Seattle, WA 98104 Contact: Nick Losh Field Report Report #: 58073 Project Number: 13-308 Permit #: D13-090 Project Name: Boeing MFC Flex Stalls Address: 9725 East Marginal Way South Inspection Performed: Epoxy Date: 7/2/2013 Time: Temperature: On site to inspect the placement of (48) total all thread 3/4" diameter. Embedded 7" deep vertically into existing concrete for base plate attachments a the blast fence slab. Holes were cleaned out prior to arrival. Simpson Set -XP, expires: 7/2014 was used. RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER Distribution: ❑/ Distribute Client v/❑ Distribute Contractor Distribute Engineer ❑ Distribute Owner 0 Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Horton, Tim Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing Is strictly forbidden Field Report Report #: 57934 Client: Lease Crutcher Lewis 107 Spring St. Seattle, WA 98104 Contact Nick Losh Project Number: 13-308 Permit#: D13.090 Project Name: Boeing MFC Flex Stalls Address: 9725 East Marginal Way South Inspection Performed: Welding Date: 6/13/2013 Time: Temperature: On site for the following: 1.) Received WABO certification for project welders: la.) Jeff A. Chase, license #W16376, expires:4/1/14 1b.) Charles W. Hachtel, license #W15494, expires: 4/1/14 Reviewed structural prints for erection details. Final weld inspection scheduled for 6/14/13. RECEIVED CITY OF TUKWILA JUL 092013 PERMIT CENTER Distribution: © Distribute Client © Distribute Contractor 11 Distribute Engineer ❑ Distribute Owner © Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Blisserd, Jonathan (JD) Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing Is strictly forbidden Client: Lease Crutcher Lewis 107 Spring St. Seattle, WA 98104 Contact: Nick Losh Field Report Report*: 57936 Project Number: 13-308 Permit*: D13.090 Project Name: Boeing MFC Flex Stalls Address: 9726 East Marginal Way South Inspection Performed: See below Date: 6/14/2013 Time: Temperature: On site for the following: 1.) Inspected welds for north and south flex stall framing for phase 1. All work completed per detail and minimum AWS D1.1 requirements. 2.) Inspected bolted connections for north and south flex stall framing for phase I. All connections completed per detail and in fully tensioned condition. RECEIVED CITY OF TUKWILA JUL 092013 PERMIT CENTER Distribution: ® Distribute Client © Distribute Contractor ❑ Distribute Engineer [] Distribute Owner ( Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Blisserd, Jonathan (JD) Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing Is strictly forbidden Field Report Client: Lease Crutcher Lewis 107 Spring St. Seattle, WA 98104 Contact: Jonny Hayes Report #: 57768 Project Number: 13-330 Permit #: 013-090 Project Name: Boeing M.F.C. Address: 10002 E. Marginal Way Inspection Performed: See below Date: 5/30/2013 Time: Temperature: Onsite for epoxy operations on the North and South column foundation for mechanical trellise and foundation for a new blast fence. Column foundations had #5 bars embedded 7" deep into 3/4" diameter holes (84 total for 4 locations). The blast fence foundation had #6 "L" bars embedded vertically 5" deep into existing slab, in 7/8" diameter holes (58 total). Holes were brushed and blown out prior to epoxy. Simpson SetXP expiring 7/2014 was used per plans details #P7. Epoxy was done per plans, specs and manufacturers recommendations. The subgrade in the column foundation were "T" probed and feel firm and unyeilding. Upon opening the existing slab only 2" of existing material was recompacted. RECEIVED CITY OF TUKWILA JUN 18 2013 PERMIT CENTER Distribution: • Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner Q Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Horton, Tim Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden STATE OF WASHINGTON - Department of Labor and Industries FACTORY ASSEMBLED STRUCTURES P.O. Box 44430, Olympia, Washington 98504-4430 Web Site www.lni.wa.gov/tradeslicensing/factory assembled structures/. 10 -Jun -13 Tn. City of Tukwila 6300 Southcenter Blvd Ste 100 Tukwila, WA 98188 Robert Benedicto Re: Modular Building Site location: 10002 E Marginal WAY S Tukwilla, WA 98108 This letter is to inform your department of a modular building being shipped to the address above. Enclosed is a copy of the Department of Labor and Industries, Factory Assembled Structures Section approved plans for your use. Attached is a list of items that will require review, inspection and approval by City of Tukwila. BLAZER INDUSTRIES is the manufacturer, they may be contacted at 503-749-1900. The Department of Labor and Industries, Factory Assembled Structures Section has informed the manufacturer that permits, review and inspection of on site construction, conditions and completion of the building will be required by the City of Tukwila. If you have any questions or concerns please feel free to contact me. Terry Kleier Plans Examiner WA State Dept of Labor & Industries (360) 902-5221 Kler235@lni.wa.gov p13-0 9 0 RECEIVED CITY OF TUKWILA JUN 12 2013 PERMIT CENTER Department of Labor and Industries. Factory Assembled Structures PO Box 44430 Olympia WA 98504-4430 www.wa.gov/1ni/FAS/ (case sensitive) RECEIVED MAY 202013' Paid date Column i Check . Fee To: To: Bldg OfficialCity of Tukwila Robert Benedicto 6300 Southcenter Blvd Ste 100 Tukwila, WA 98188 Mr.1/6 $' 37.0c '. FAS NOTIFICATION TO LOCAL ENFORCEMENT AGENCY The Factory -Built unit identified below requires completion work at the site as specified. Date M 106 5/16/2013 Mfg Blazer Industries, Inc. Owner's name Boeing Crew Shelter installation address 10002 E. Marginal Way. S. S. City State ZIP+4 Tukwila WA 98108 FeMfgr's senal no. 13 17842 Type of construction IIB ounty King -01 Occupancy B Oc Dept. senal no. ETA at site . numbe Installation site is in: ■ City County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE BUILDING DEPARTMENT ELECTRICAL DEPARTMENT www.wabo.org/ INSERT NAME AND ADDRESS IN SHADED AREA . www.wa.gov/lni/electrical/ INSERT NAME AND ADDRESS IN SHADED AREA To: To: Bldg OfficialCity of Tukwila Robert Benedicto 6300 Southcenter Blvd Ste 100 Tukwila, WA 98188 6300 South Center Blvd Tukwila WA 98188 Adjacent accessible restrooms per Table 29a . Electrical service connection Plan Reviewer's name (print/type) Phone: (8am to 5pm) Craig Sedlacek 360-902-5297 Manufacturer's name (print/type) Blazer Industries. Inc. Office location L & I F.A.S. Plan Review Date / / Manufacturer's signature For Dept. Recd IUse ONLY / / File ( By Olympia office Electrical section . F623-013-000 (PDF) notification to local enforcement agency 11-00 Inspector Building department Customer Department of Labor and Industries Factory Assembled Structures PO Box 44430 Olympia WA 985044430 www.wa.Sov/lni/FAS/ (case sensitive) RECEIVED MAY 202013' FAS /)J'1./? Paid date . Column ,' Check 1087/ Fee $ .37 NOTIFICATION TO LOCAL ENRCEMENT AGENCY II The Factory -Built unit identified below requires site as specified. Owner's name Boeing Crew Shelter completion work at the Date M106 5/16/2013 Mfg Blazer Industries, Inc. Mfgr's sena! no. 13 17843 -01 Dept. serial no. Installation address 10002 E. Marginal Way S. City Tukwila Type of construction • IIB Occupancy B ETA at site State ZIP+4 WA 98108 County King . onenen num Installation site is in: . City County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE BUILDING DEPARTMENT ELECTRICAL DEPARTMENT www.wabo.org/ 'INSERT NAME AND ADDRESS IN SHADED AREA www.wa.gov/lni/electrical/ INSERT NAME AND ADDRESS IN SHADED AREA To: To, City of Tukwila Robert Benedicto 6300 Southcenter Blvd Ste 100 Tukwila, WA 98188 Bldg Official 6300 South Center Blvd Tukwila WA 98188 2060~1131-.347 Adjacent accessible restrooms per Table 29a Electrical service connection • Plan Reviewer's name (print/type) Craig Sedlacek Phone: (8am to 5pm) 360-902-5297 Manufacturer's name (print/type) Blazer Industries, Inc. Office location L & I F.A.S. Plan Review Date 1 / Manufacturer's signature (For Dept. Recd Use ONLY / / File IBy Olympia office Electrical section F623-013-000 (PDF) notification to local enforcement agency 11-00 Inspector Building department Customer Department of Labor and Industries Factory Assembled Structures PO Box 44430 Olympia WA 98504-4430 www.wa.$ov/lni/FAS/ (case sensitive) RECEIVED MAY 20 2013 FAS NOTIFICATION TO LOCAL ENFRCEMENT AGENCY /249./8 Paid date Column Check . . Pee To: ,. 71/.1 $ 31440 The Factory -Built unit identified below requires completion work at the site as specified. Owner's name Boeing Crew Shelter Date M106 5/16/2013 Mfg Blazer Industries, Inc. Mfgi's senal no. 13 17844 -01 Dept. senal no. Installation address 10002 E. Marginal Way S. City State ZIP+4 WA 98108 Tukwila Type of construction IIB County King Occupancy A at site B gM o '311 S w one num Installation site is in: ■ City ElCounty DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE BUILDING DEPARTMENT ELECTRICAL DEPARTMENT www.wabo.org/ INSERT NAME AND ADDRESS IN SHADED AREA www.wa.gov/lni/electrical/ INSERT NAME AND ADDRESS IN SHADED AREA To: To: City of Tukwila Robert Benedicto 6300 Southcenter Blvd Ste 100 Tukwila, WA 98188 Bldg Official 6300 South Center Blvd Tukwila WA 98188 Adjacent accessible restrooms per Table 29a Electrical service connection • • Plan Reviewer's name (print/type) Craig Sedlacek Phone: (8am to 5pm) 360-902-5297 Manufacturer's name (print/type) Blazer Industries, Inc. Office location L & I F.A.S. Plan Review Date / / Manufacturer's signature - (For Dept. Recd -s. Use ONLY / / File IBy - Olympia office Electrical section F623-013-000 (PDF) notification to local enforcement agency 11-00 spec or Building department Customer RECEIVED P Pbstal Delivery Department of Labor and %LiVies,0 2013 Factory Assembled Structu TT PO Box 44430 Olympia, WA 98504-4430 FAS For Non -Postal Delivery (FedEX. UPS) Department of Labor and Industries 7273 Linderson WA SW Tumwater WA 98501 www.wa.gov/Ini/FAS/ (case sensitive) PLAN APPROVAL REQUEST FACTORY BUILT STRUCTURES & COMMERCIAL COACHES FB CC CH 11 CC CST WA Only WA Rev/OR Courtesy OR Rev/WA Courtesy Other state reciprocity anufacturer Blazer Industries Inc. Mfg. No. M-106 Plans to be retumed to: Address 945 Olney Street City/State/ZIP Aumsville, OR 97325-0489 F TMFNT IJ$ O1\11 Y . ......... .... .... Fee Ledg Sht# Check < ,l/G $ Amount /__._ Date Approved 1a-ZO/ 777H - A plication ID'` F65/300069 Expiration Date /Contact oerson's printed name: John lay Date 5/16/2013 VIAU: NIA NtU: LUUL 11/5tU: enclosed N $ 1.18 Signature Phone No. (503) 749-1900 FAX No. (503) 749-3 New plan (Design) $0. Renewal (1 Yr design) $0.00 AP No. Addendum $0.00 AP No. $211.18 Note: Identify addendum items on plan! NIA See appropriate WAC Resubmittal Initial MFG -filing No fee required $0.00 Appi ID for fees Plans reviewed by L&I listed professional Code cycles (month/year) IBC, IMG: //ZU1U UPC: //ZU1U VIAU: NIA NtU: LUUL 11/5tU: IILUIU II G: IIZUIU Size of building: Width: 12 Length: No of 30 Area (Sq Ft): 315 modules: 1 Occupancy Group: B Type of Construction IIB Use Sub yr SEC yr Office 09 08 Seismic Zone: D Roof live load PSF: 25 Wind load MPH - EXP (PSF for CC) Floor load PSF: 90C 50 Plot plan submitted? Yes 10 X No • If "No", provide distance from farthest projection to nearest building/property line: Left Side: 10 Right Side: 10 Front 10 Rear: Type heat: X Central j Hydronics Natural Gas Baseboard Fan Powered Other: torced air room heater Other: Type of fuel: Electric X Propane Oil Insulation Floor Values: 30 Walls 32 Roof (flat) Roof (Vault) 38 n/a Heating Zone: Zone 1 n Zone 2 X WSEC compliance chapter: ❑ ❑ Component Systems Performance Analysis ■ Prescriptive ❑ N/A Energy Calculations: • Attached ❑ On File - AP# Electrical Service 20.41( Pr Amps: 100 Heat Pump ■ Yes ❑ No Air Conditioning • Yes LI X 1 Phase 3 Phase 1 N/A Structural calculation or test proposals Truss or ratter drawing(s) RECEIVED Truss plan it over 3 different tru��Y OF T U K W Girder truss or ridge beam dra HVAC Drawing Gross section and elevation JUN 1 2 2013 Foundation Plan Electrical load demand calculat!€ RMIT CENT Panel box schedule/Electrical load calc's Chassis drawing (CC units only) Plumbing systems: _6rs Operating pressure 46 to Attached L&I Review Attached Design Professional Review 0 0 60 No. of fixtures RETURN PLANS ❑ Regular mail ❑ Overnight @ customer's expense VIA: • Other Federal Express F623-006-000 (PDF) plan approval request 11-00 On File AP# AAAP#P# -E®1n)t1�11S DEq-®FtRrV1U. S 1i PL0,3 Henden AP# AP# i ,,\ ; ) w AP# AP# , ►t .1EC (� c R1�,S Total developed length 0 Carrier Acct # 17_r1C1n 1104-5500-3 .For Postal Delivery Department of Labor and Industries Factory Assembled Structures PO Box 44430 Olympia, WA 98504-4430 RECEIVED MAY 2 0 2013 FAS Permanent Alteration Replacement For Non -Postal Delivery (e.g.'FedX, UPS) Multi -Tagged Department of Labor and Industries WA - ID Factory Assembled Structures OR Other 7273 Linderson Way SW Tumwater WA 98501 www.wa.gov/Ini/FAS/ (case sensitive) Applicant: Fill out Completely MANUFACTURER MFG. NO. Blazer Industries Inc. M-106 PRODUCTION FACILITY ADDRESS P.O. Box 489 CITY/STATE/ZIP Aumsville, OR 97325 TELEPHONE NO. FAX NO. (503) 749-1900 (503) 749-3969 •, FOR ;DEPARTMENT ,UE: ONLY: .. ' FEE LEDGER'SHEECNO.CHECKNO /d 87/6 , 'S AMOUNT ! ,'; /2.8'9./8 APPLICATION FOR INSIGNIA FOR FACTORY BUILT STRUCTURES SUBMIT ONE COPY- NOTE: a separate form is to be used for each building unless multiple buildi, 'ontact person's printed name: John (oo-7 Fee -nclosed $820.20 Signature one Io (503) 749-1900 0 (503) 749- 969 / A FEE FOR EACH INSIGNIA IS DUE WITH APPLICATION • NOT SUBJECT TO REFUND PLEASE MAKE CHECKS PAYABLE TO DEPT. OF LABOR & INDUSTRIES 1 Dept. Insignia No. Mfg Serial No. 13 17842 -01 Approved ,g77/ Plan No. Design 7S/3 c -c e69 Option NIA POD 1 Fee $273.40 OF 1 OG B TC IIB -elf' SUB YR 09 SEC YR 08 ESLO), 1/1140RF 100 1 1 25 W 90C SZQ16 / D TD Z1 HTG SPVHP AC yes P 0 2 Dept. Insignia No. Mfg Serial No. 13 17843 -01 ���A��,`���\��.-POD ,,x• vv ,N,i �c*,o 1 Fee $273.40 OF 1 3 Dept. Insignia No. Mfg Serial No. 13 17844 -01 .0\tx� c 4�n\� .) *eN ���°° er '�'.,�S POD 1 Fee $273.40 OF 1 4 . Dept, Insignia No. Mfg Serial No. off , o .r<� `" �(;le,g�1 c�� Fee OF 5 Dept. Insignia No, Mfg Serial No. . Vi.\9` � POD Fee OF 6 Dept. Insignia No. Mfg Serial No. POD Fee OF 7 Dept. Insignia No. Mfg Serial No. POD Fee OF 8 Dept. Insignia No. Mfg Serial No. POD Fee OF 9 Dept. Insignia No. Mfg Serial No. POD Fee OF Manufacturer to complet- Number of tags: Via Regular Overnight Other mail at customer expense -- Carrier Acct # continued on reverse Federal Express 1104 5500-3 rFor Department use only. fd--fie, 173' F623-014-000 (PDF) app for insignia - factory built 1 Table of Contents 315 sq. ft. Office for: Boeing Crew Shelters #17842.17844 Engineering: General Loads Rafters Truss Floor Framing Roof Diaphragm Shear Walls Foundation Envelope Summary: Mechanical: LOAD/1 — LOAD/4 ROOF/1 — ROOF/2 TRUSS/1 - TRUSS/3 FLOOR/1 — FLOOR/3 LAT/1 LAT/2 - LAT/5 FND/1 ENV -SUM; ENV -UA, ENV -CHK, LTG -INT, LTG -EXT, LTG -CHK, MECH-SUM, MECH-CHK Heating & Cooling Load Calculation BARD Wall Hung Heat Pump (SPVHP) RECEIVED CITY OF TUKWILA JUN 1 2 2013 PERMIT CENTER • Width Length Type: Location: Dealer: Blazer Industries, Inc. Engineering Design Calculations for Boeing Crew Shelter Job # 1784244 04/26/13 = 12ft 30 ft Office Tukwila, WA Pacific Mobile DESIGN LOADING - 2009 IBC Roof - Pf (Snow) Floor 25 psf 50 psf or Occupancy Category Wind Basic Wind Speed Exposure Seismic Site Class SDS SD1 Seismic Force - Resisting System Analysis Procedure II 2000 # 90 mph (3 sec gusts) C D 1.012 0.523 Light frame - Wood Shear Panel Equivalent Lateral INDEX OF CALCULATIONS Item GENERAL LOADS RAFTERS TRUSS FLOOR FRAMING ROOF DIAPHRAGM SHEAR WALLS FOUNDATION ie? Sp oon Giri0�� Page LOAD/1 - LOAD/4 ROOF/1 - ROOF/2 TRUSS/1 - TRUSS/3 FLOOR/1 - FLOOR/3 LAT/1 LAT/2 - LAT/5 FND/1 LOAD/1 Boeing Crew Shelter Deadloads Date: 4/25/2013 Roof Weathering layer Underlayment Structural sheathing Nailers Rafters/Trusses Insulation Ceiling Sprinkler Misc. Ceiling Roof Beam and ledger Rim Vent Blocks Parapet/special fascia Wall - Exterior Weathering layer Structural sheathing Fire layer Studs Insulation Inner sheathing Lining Misc. Wall - Interior Lining Studs Insulation Lining Floor Surfacing Underlayment Structural decking Joists Insulation bottom board Perimeter rim inner Perimeter rim outer Blazer Industries, Inc. Steel standing seam - 24 ga. 30# felt none 0.00 double 600S200-43 @ 24 6" spray foam Gypsum wallboard - 5/8" No sprinkler system Mech/Elec. in overhead, including lights Susp. ceiling - T -bar none x # of 1 0.00 0.00 26 ga steel none None 600S200-43 @ 16 1.5" rigid foam none Type -X gyplap Misc. components Comments 1.30 psf 0.30 psf 0.00 psf 0.00 psf 1.67 psf 1.00 psf 2.50 psf 0.00 psf 1.50 psf 1.80 psf Total Total Rim J� 10.1 psf for uplift 0.0 plf 0.00 plf 0.00 plf 0.00 • If d`�C���or``��n 1.00 psf P`ASQ�` �o° Gypsum wallboard - 5/8" 600S200-43 @ 16 R-30 cellulose blow-in Gypsum wallboard - 5/8" r-��� 0.00 psf Q k--)1 0.25 psf � 0.00 psf ORS y.�25 psf ���'�� 0 \\‘4 0.00 psf 2.80 psf 0 0°'t. Carpet and pad - standard None 3 1/2" std wt concrete over B -deck 0.00 R-22 cellulose blow-in 26 ga steel None C10x25 Total 0.50 psf 5.8 psf Use 12 psf 10 psf incl. braces Use 1 6 psf 2.50 psf 1.25 psf 0.88 psf 2.50 psf Use Total 7.1 psf 7 psf 1.00 psf 0.00 psf 30.30 psf 0.00 psf 0.65 psf 1.00 psf Use Total Total perimeter 33.0 psf 1 33.0 psf 0.0 plf 25.00 plf 25.0 plf 17842-44 Boeing Crew Shelter.xlsx Boeing Crew Shelter Wind Load Information Wind Loads - IBC Using 100 mph jet blast (30 psf) - per customer Building Dimensional Information Width = 12.00 ft Length 11 to ridge = 30 ft Skirt/pony wall = 0 ft Floor depth = 1 ft Wall ht = 8.08 ft Rim/roof depth = 0.5 ft Elev. = Roof Pitch = 3 in 12 6 = Overhang = 12 in Eave ht = 9.33 ft Ridge ht = 11.08 ft h(2a1 h(ridge) ridq-eave w side ft 1.50 1.5 1.75 4.2916667 JE@*()0•BooaO`G� 0 G� ® q 19, r%nN h/Lw = 0.85 peed ge strip: lesser o (0.1x W) or (0.4 x eave ht.), but at h/LL = 0.34 least greater of 3 ft. or 0.04 x W). Edge Strip End Zone LOAD/2 Date: 4/25/2013 ASCE 7-05 Method 2 (Analytical) qzmax = 30.0 psf 9.58333 ft 14.0 deg h= Kn= a= 2a = 3.0 ft 6.0 ft - h is eave ht for 'flat' roofs; otherwise mean ht. 10.21 ft (Mean roof height) 1.03 qn = 30.0 psf Main Wind -Force Resisting System (MWFRS) Normal to Surface 1 2 3 from Fig. 6-10, h <= 60 ft 4 5 6 Trans Long GCp +GCpi -GCpi Max GCp +GCpi -GCpi Max 0.48 9.0 19.8 19.8 -0.69 -26.1 -15.3 -26.1 -0.44 -18.6 -7.8 -18.6 -0.37 -16.5 -5.7 -16.5 -0.45 -18.9 -8.1 -18.9 -0.45 -18.9 -8.1 -18.9 0.40 6.6 17.4 17.4 -0.69 -26.1 -15.3 -26.1 -0.37 -16.5 -5.7 -16.5 -0.29 -14.1 -3.3 -14.1 -0.45 -18.9 -8.1 -18.9 -0.45 -18.9 -8.1 -18.9 1E 0.72 16.2 27.0 27.0 0.61 12.9 23.7 23.7 2E -1.07 -37.5 -26.7 -37.5 -1.07 -37.5 -26.7 -37.5 3E -0.63 -24.3 -13.5 -24.3 -0.53 -21.3 -10.5 -21.3 4E -0.56 -22.2 -11.4 -22.2 -0.43 -18.3 -7.5 -18.3 Summed horizontal Toads end zone interior zone wall roof wall roof end zone WW roof LW roof vertical loads interior zone WW roof LW roof windward OH End Interior trans 38.4 long 31.2 trans roof projected -13.2 -16.2 -3.20 25.5 -7.5 20.7 -9.6 -1.82 -37.5 -37.5 -24.3 -21.3 -26.1 -26.1 -18.6 -16.5 -52.5 -52.5 -41.1 -41.1 Components and Cladding (C&Cl Roof components Area (ft2) Pressure (psf) Pos Neg Zone 1: Maximum 10 20.4 -32.4 Minimum 100 14.4 -29.4 Truss/Rafter 33.3 17.4 -30.9 Zone 2: Maximum 10 20.4 -56.4 Minimum 100 14.4 -41.4 Truss/Rafter 33.3 17.4 -48.5 Zone 3: Maximum 10 20.4 -83.4 Minimum 100 14.4 -65.4 Truss/Rafter 33.3 17.4 -73.8 Zone 2 OH: Maximum 10 n/a -66.0 Minimum 100 n/a -66.0 Truss/Rafter 33.3 n/a -66.0 Wall com . onents Zone 4: Area ft2 Maximum 10 Minimum 100 Door 17.8 Stud 21.3 Maximum 10 Minimum 100 Door 33.3 Stud 0.3 Zone 5: Pressure (psf) Pos Ne 35.4 26.4 34.1 33.6 35.4 26.4 34.1 33.6 -38.4 -29.4 -36.9 -36.6 -47.4 -29.4 -44.4 -43.8 Zone 3 OH: Maximum 10 Minimum 100 Truss/Rafter 33.3 n/a n/a n/a -111.0 -75.0 -93.0 Boeing Crew Shelter Wind Load Information Basic wind speed Max height of roof Directionality - general for buildings Importance Category II Exposure C Topographic - no hill effect assumed qz=0.00256KzKztKdV2I Building Dimensional Information Width = 12.00 ft h/Lw = 0.85 Length 11 to ridge = 30.00 ft h/LL = 0.34 Skirt/pony wall = 0.00 ft Floor depth = 1.00 ft Wall ht = 8.08 ft Rim/roof depth = 0.50 ft Elev. _ Roof Pitch = 3.00 in 12 0 = Overhang = 12.00 in Eave ht = 9.33 ft Ridge ht = 11.08 ft h(2a) h(ridoe) ridg-eave w side ft 1.50 1.5 1.75 4.2916667 Wind Loads - IBC V= Zmax = Kd = I= Kzmax = Kzr = GCpi 90 mph (3 sec gusts) 11.08 ft 0.85 1.00 0.85 1.0 +/- 0.18 LOAD/2A Date: 4/25/2013 ASCE 7-05 Method 2 (Analytical) Other Assumptions: Building is Enclosed Building is Rigid (T< 1.0s) gzmax = 15.0 psf Edge strip: lesser of (0. least greater of 3 ft. or 0. Edge Strip End Zone 9.58333 ft 14.0 deg h= Kh= 1x W) or (0.4 x eave ht.), but at 04xW). a = 3.0 ft monNvl51%110,Es 2a =" XPi WO IOD BION s.F ft' c t A� !l1E�CSEC °1A wGn - h is eave ht for 'flat' roofs; otherwise mean ht. f�G.� C®l st 10.21 ft (Mean roof height) :,�1BEIp kVA$PEG 0.85 qh= 15.0 WW1 Main Wind -Force Resisting System (MWFRS) Normal to Surface 1 2 3 from Fig. 6-10, h <= 60 ft 4 5 6 Trans Long GCp +GCpi -GCpi Max GCp +GCpi -GCpi Max 0.48 4.5 9.9 9.9 -0.69 -13.0 -7.6 -13.0 -0.44 -9.3 -3.9 -9.3 -0.37 -8.2 -2.8 -8.2 -0.45 -9.4 -4.0 -9.4 -0.45 -9.4 -4.0 -9.4 0.40 3.3 8.7 8.7 -0.69 -13.0 -7.6 -13.0 -0.37 -8.2 -2.8 -8.2 -0.29 -7.0 -1.6 -7.0 -0.45 -9.4 -4.0 -9.4 -0.45 -9.4 -4.0 -9.4 1E 0.72 8.1 13.5 13.5 0.61 6.4 11.8 11.8 2E -1.07 -18.7 -13.3 -18.7 -1.07 -18.7 -13.3 -18.7 3E -0.63 -12.1 -6.7 -12.1 -0.53 -10.6 -5.2 -10.6 4E -0.56 -11.1 -5.7 -11.1 -0.43 -9.1 -3.7 -9.1 Summed horizontal Toads end zone interior zone wall roof wall roof end zone WW roof LW roof vertical Toads interior zone WW roof LW roof windward OH End Interior trans 19.2 long 15.6 trans roof projected -6.6 -8.1 -1.60 12.7 10.3 -3.7 -4.8 -0.91 -18.7 -18.7 -12.1 -10.6 -13.0 -13.0 -9.3 -8.2 -26.2 -26.2 -20.5 -20.5 Components and Cladding (CBC) Roof components Area (ft) Pressure (psf) Pos Neg Zone 1: Maximum 10 10.2 -16.2 Minimum 100 10.0 -14.7 Truss/Rafter 33.3 10.0 -15.4 Zone 2: Maximum 10 10.2 -28.2 Minimum 100 10.0 -20.7 Truss/Rafter 33.3 10.0 -24.2 Zone 3: Maximum 10 10.2 -41.6 Minimum 100 10.0 -32.7 Truss/Rafter 33.3 10.0 -36.9 Zone 2 OH: Maximum 10 n/a -33.0 Minimum 100 n/a -33.0 Truss/Rafter 33.3 n/a -33.0 Wall com•onents Zone 4: Area Pressure (psf) ft2 Pos Ne Maximum 10 17.7 -19.2 Minimum 100 13.2 -14.7 Door 17.8 17.0 -18.4 Stud 21.3 16.8 -18.3 Maximum 10 17.7 -23.7 Minimum 100 13.2 -14.7 Door 33.3 17.0 -22.2 Stud 0.3 16.8 -21.9 Zone 5: Zone 3 OH: Maximum 10 Minimum 100 Truss/Rafter 33.3 n/a n/a n/a -55.4 -37.5 -46.4 Boeing Crew Shelter LOAD/3 Seismic Loads - IBC Date: 4/25/2013 Seismic Loads - IBC Importance factor = Assume site class "D" 1 For Tukwila, WA Lat 47.515, Long -122.294 Ss = 1.517 Fa = 1.0 Sms = Ss * Fa = 1.517 Fa interpolated from Table 1613.5.3(1) S1 = 0.523 Fv = 1.5 Sm1 = S1 * Fv = 0.785 Fv interpolated from Table 1613.5.3(2) Sds = 2/3 * Sms = 1.012 , therefore Design Category D from Table 1613.5.6(1) Sd1 = 2/3 * Sm1 = 0.523 , therefore Design Category D from Table 1613.5.6(2) R = 6.5 (steel sheets or wood shear walls) Cs = Sds l/R= V = Cs W = 0.156 0.156 W [Eq. 12.8-2 ASCE 7] [Eq. 12.8-1 ASCE 7] For alternate load combinations, E/1.4 = 0.111 W For diaphragms, Fp = 0.2 le Sds Wp + Vpx [Vpx = 0 for regular structure] Fp = 0.202 Wp/1.4 = 0.145 Wp R = 4 (flat strap bracing) Cs=Sdsl/R= V = Cs W = 0.253 0.253 W For altemate load combinations, E/1.4 = Blazer Industries, Inc. [Eq. 12.8-2 ASCE 7] [Eq. 12.8-1 ASCE 7] 0.181 W 17842-44 Boeing Crew Shelter.xlsx Boeing Crew Shelter Dimensional Information Length = Width = LF of interior walls = Eave overhang = Gable overhang = Deadloads Roof (max) = Roof (min for uplift) = Exterior Wall = Interior Wall = Floor = Ridgebeam = Roof rim = Floor perim. rim = Floor beams HVAC = Misc. fixed equipment = Number of beams = Areas Gross roof area = Gross floor area = Gross ext. wall area = + gables = Total = Int. wall area = DESIGN LOADS Date: 4/25/2013 LOAD/4 30.00 ft Ext. wall height = 8.08 ft 12.00 ft Rim height = 0.50 ft top of wall to diaphragm 0 ft Int. wall height = 0 ft 12 in Ridge height = 1.75 ft above diaphragm at eave 12 in Vertical projection below FFL = 1.00 ft 12 psf 10 psf 6 psf 7 psf 33 psf 0 plf x # per mod: 0 0 plf 25 plf 13 plf 350 # x # of HVAC: 1 1500 # 4 Liveloads Roof (Snow/Live) = Seismic SL = Floor UDL = Floor conc. = 448.0 sf 360.0 sf 679 sf 21.0 sf 699.992 sf 0.0 sf 25 psf 0 psf 50 psf 2000 # 1336.8 # for forklift pockets Building Weights Roof = Ridgebeam = Rim = Exterior walls = Interior walls = Floor = Rims/Beams/Pockets = HVACs = Misc. fixed = 5376 # 0 0 4200 0 11880 2889 350 1500 Total = Total roof live load = Total floor live load = 26195 # 11200 # 18000 # Jtrta vvr "001.`Er gpR+ ��,rC`i10 OS PIO Max load on foundation = 55395 # Wind Load - affecting LFRS Refer to preceding sheets for development of following numbers. Seismic Load Refer to preceding sheets for development of following numbers. Seismic base shear applied as fraction of seismic weight = Diaphragm force coefficient = Coefficient IBC 0.111 0.145 WOO 10 CODE. 0,0) flap MS? OTION Pressure (psf) Surface IBC Walls or vertical surfaces on length of building -24.3 Walls or vertical surfaces on width of building -13.5 Horizontal projection of sloped roof -21.3 Uplift -26.1 Seismic Load Refer to preceding sheets for development of following numbers. Seismic base shear applied as fraction of seismic weight = Diaphragm force coefficient = Coefficient IBC 0.111 0.145 WOO 10 CODE. 0,0) flap MS? OTION 12.00 ' max. span Boeing Crew Shelter Steel Rafters ROOF/1 STEEL RAFTERS Span = 12.00 ft w = (LL+DL)spcg= R=w1/2= M = w I^2/8 = Sr=12M = .6Fy 1/240 = Ir=5wlA41728 = 384(29.5 x 10^6)delta Rafter spacing = 24 "oc 0.60 in. LL = 74.0 pif DL = 444 # < # <=,OK 1332 ft -Ib < try: 600S200-43 25 psf 12 psf 451 , no web cripples required 825 , web cripples OK 17.24 in -k = 1437 ft -Ib, O.K. 0.81 in^3 < 0.873 , O.K. 1.95 in^4 < 2.683 , O.K. Fy = 33 ksi Use 600S200-43 (6" deep, 2" thick, 18 gauge) rafters @ 24 in oc. No web cripples required. Fy= 33 ksi. nlct R( fzidb-'vw, Cct414. 17.--' tWIN - t.'f 30 �l= (4k r Tfui 9'v- — 3oftrOs)(it), 12,614 <124' `-% g-I--) s' ioct(Z) ` 2-t& ('tio- 2- ) rPrGo PArrv^l c, Ii LSI C U, rS E' 4,9 o c ?r-g__ R( (I Z"Oc) w 1ivi (1) t1 sULe-or Ua.- (2) /0 S cis -'T-6.4- ctn/ t/ er,T10A a<-31 a=3' lit)z E 24,z+0,6(1°)J2 = -.3 V13 vJ2 W +)z, ,d3 (4/3=[36.11+0,6(S)I2= -4 to S• J n 9 A 1o�s i i t 4 Ra. -- 3c,, Ro Rc Ii W =[25t-►z3z = 7� i! 6b {o W u_ = 15 (2) = 5o r I f *IL_ s c.ptv./ (A)/f) ' WZ klwIb — -21:2- (1)-" - `}i3,l kle '417 Sc ,), SKr-tilt-7 0-3 wudo .. -36, 9 (Z) t - 73,E Ir �i 1 -on C's� /tT)R't ys 1 S (,Z[� t� 1z, scs-64c. �(3 mit_ = 1245 ,,,,,JS.tR\t 43 rail _ Ze0 ''c"���,Q x\01,, J� ,��G *.pPsi) b. 0 `J r\L�\ " os Ra =- M a (ure) alici =112-/no - o ("7��� 40 s �,-1\o. 14- t _-31b� (4-ewer) ari— 3187 f24 = Z-• (1' $J ,®\N -3W/Z) t-._-1(o ?6A f[ f-T) 411-1---1447-/2Eti- ©s(' ��9F\�. = sit+,► . r TO VIAL ri- irr 4.s I 1 Int (4) t n_ so is pt..- rare-ft. (� z'roc) . . TYufr '4 s t *- o Tfwls; (MTN (L) 12- 5c(L(`r 5 Pm_ Y'44---r 1:-. (E) LVoc i , k1/44S 1171,4=01446, vJL- - IZ7( (f f- (-zi.z)(1s) ` 13(p,(, ref I)L -- ID rsr opici-9v1 - 9-/,5p1¢ FILoe‘ RAP} A.,4 mitt stS (L - (L - 2 3 2 /-1081r kCru 1)6-9 = 0,/0-7(k&)(zlo-e9) = IBs6, ph: WL`tdr. 1JLTI-t = 1 ot.1Ms(9= 4'i µ WCC Ati TTS ass AA*1' 17-(L5 77/& il-. 1"/ITI-1 n I I4 ' le f l.b&T, 612-014-/ GM.- .,IP-f WC-I- V/61,175 Aa, /N = , tAktI/) DO-tram or C.v i..c M4,d s 7 o f,,,�,m,., rum wl Tai M t d , 2 °•iiP- u. NM 4, Fitter ALL, ppm s 1,bes , OF/2 ply tit } TRUSS/1 -341.251b/ft .� N9 r r rn r �1 1 1' 11,1,1,1w -341.25Ibfft FI I T,., ; i�rr,�, Ln 2 Loads: LC 2, IBC 16-10 (b) Solution: Envelope `N5 M3 N4 2N8 Blazer Industries, Inc. Rock 17842-44 Boeing crewshelter truss SK -2 Apr 26, 2013 at 12:19 PM truss2.r2d • Company : Blazer Industries, Inc. Designer : Rock Job Number : 17842-44 Boeing crewshelter truss TRUSS/2 Apr 26, 2013 12:23 PM Checked By: Hot Rolled Steel Design Parameters Label Shape Lenathl... Lb -out in Lb -in in LcomD too...Lcomo bot.. K -out K -in Cm ,Ob74%`C3rit�s\ 1 M1 HSS6X2X2178.021 N2 -1 2 N8 Reaction Reaction Ilr.)c`. \ND'3''c�` 3 N3 I Reaction Lateral 2 M2 HSS6X2X2 77.96 A36 Gr.36 Typical 3 M3 N1 a o0" t.t�ORt"\NISE''� .)t- HSS3X2X2 Beam Wide Flange Lateral 3 M3 HSS3X2X2 151.313 N2 HSS3X2X2 Beam Wide Flange A36 Gr.36 Typical 5 Lateral 4 M4 HSS3X2X2 18.938 Beam Wide Flange A36 Gr.36 Typical cp,5'� n°° ,, 1 N6 Lateral 5 M5 HSS6X2X2 97 Typical [. Lateral 6 M6 HSS6X2X2 97 ,,,..‘:4 - c. Lateral Joint Boundary Conditions ` khat- NSp���1nN ce int Label 1 I N7 Reaction Reaction N2 -1 2 N8 Reaction Reaction Typical 2 3 N3 I Reaction N3 HSS6X2X2 Member Primary Data Label I Join 1 M1 N1 N2 -1 HSS6X2X2 Beam Wide Flange A36 Gr.36 Typical 2 M2 N2 N3 HSS6X2X2 Beam Wide Flange A36 Gr.36 Typical 3 M3 N1 N3 1 HSS3X2X2 Beam Wide Flange A36 Gr.36 Typical 4 M4 N4 N2 HSS3X2X2 Beam Wide Flange A36 Gr.36 Typical 5 M5 N7 N5 HSS6X2X2 Beam Wide Flange A36 Gr.36 Typical 6 M6 N8 N6 HSS6X2X2 Beam Wide Flange A36 Gr.36 Typical Basic Load Cases BLC Description 1 DL DL C -1 0 2 2 2 SL SL 0 0 0 2 3 WL WL 2 IBC -16-10 (b) Yes C 2 Load Combinations Description Solve PD... SR... BLC Factor BLC F 1 IBC 16-8 Yes C I DLI 1 0 2 M1 Y -97.5 -97.5 0 0 0 0 2 IBC -16-10 (b) Yes C I DL 1 SL 1 3 I IBC 16-14 I Yes C DL .6 WL 11 l I Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Maanitudeflb/f...End Maanitudeflb/ft... Start Location(in,° 0 1 M2 Y I -97.5 -97.5 0 0 2 M1 Y -97.5 -97.5 0 0 Member Distributed Loads (BLC 2 : SL) Member Label Direction Start Maanitudeflb/f...End Maanitudeflb/ft... Start Locationfin,° 0 1 M1 Y -243.75 -243.75 0 0 2 M2 Y -243.75 -243.75 0 0 Member Distributed Loads (BLC 3 : WL) Member Label 1 M1 Direction Start Magnitude[Ib/f...End Magnitude[Ib/ft... Start Location[in,%] Y 236.6 236.6 0 End Location[in,%] 0 2 M2 Y 236.6 236.6 0 0 RISA -2D Version 10.1.0 [N:\1 engineering calcs\Job #\17842-44 Boeing Crew Shelter 12x30\truss2.r2d] Page 1 Company : Blazer Industries, Inc. Designer : Rock Job Number : 17842-44 Boeing crewshelter truss to%=(R\- TRUSS/3 �►N►V'S�dh� ig�" \�1223PM 13 AP zotANoa roc- Checked By: Joint Loads and Enforced Displacements ALV rr•'C�dGpp1 w Joint Label glib`'" ^,1N�� ' L,D,M Direction° ;12V agnitude[(Ib,lb-ft). (in,rad). (1b`s^... No Data to Print ... WV) Member Point Loads Member Label Direction Magnitude[Ib,lb-ft] Location[in %] No Data to Print ... Envelope Joint Displacements Joint X in L Y 1 N1 max .008 3 .029 3 0 1 2 38155.689 min -.016 2 -.058 2 0 1 3 N2 I max .004 3 .054 3 0 1 4 3 min -.008 2 -.11 2 0 1 5 N3 max 0 3 .029 3 0 1 6 0 min 0 2 -.057 2 0 1 7 N4 max .004 3 .054 3 1.179e-6 2 8 1 min -.008 2 -.109 2 -4.188e-7 3 9 N5 max .007 3 .002 3 5.771e-3 2 10 1 min -.015 2 -.004 2 -2.961e-3 3 11 N6 max 0 3 .002 3 2.956e-3 3 12 min 0 2 -.004 2 -5.762e-3 2 13 N7 max I 0 2 0 3 0 1 14 min 0 3 0 2 0 1 15 N8 max 0 2 0 3 0 1 16 min 0 3 0 2 0 1 17 N9 max I 0 1 I 0 1 0 1 18 min 0 1 0 1 0 1 Envelope Joint Reactions n 1 N7 max 0 3 2331.48 2 0 1 2 38155.689 min -.566 2 -1089.299 3 0 1 3 I N8 max 0 3 2331.537 2 0 1 4 3 min -.029 2 -1089.326 3 0 1 5 N3 max .595 2 0 1 0 1 6 0 min 0 3 0 1 0 1 7 Totals: max 0 2 4663.017 2 2 .000 8 1 min 0 3 -2178.625 3 6 M6 Envelope RISC 13th(360-05): ASD Steel Code Checks Member Shaoe Code Ch.. Locfinl LC Shear C... Locfinl LC Pnc/om flbl Pnt/om flbl Mn/om flb- 1 M1 HSS6X2X2 .382 39.01 2 .065 0 2 23325.518 38155.689 5730.539 1.... H1 -1b 2 M2 HSS6X2X2 < .381 38.98 2 .065 ` 77.96 2 23339.712 38155.689 5730.539 1.... -H1-1b 3 M3 I HSS3X2X2 I .686 7.881 2 .243 6.305 2 4542.944 23065.868 1904.192 1.... H1 -1b 4 M4 HSS3X2X2 .015 0 2 .000 0 1 22402.245 23065.868 1904.192 1 I H1 -lb 15 I M5 HSS6X2X2 .062 0 2 .000 0 1 18837.987 38155.689 5730.539 1 I H1 -1b 6 M6 HSS6X2X2 .062 0 2 .000 0 1 18837.987 38155.689 5730.539 1 H1 -1b RISA -2D Version 10.1.0 [N:\1 engineering calcs\Job #\17842-44 Boeing Crew Shelter 12x30\truss2.r2d] Page 2 Y� Combine ! . ►xi 1 and atera14:oatids AV6ofAWALU1 Wali Height (ft) Spacing (in) o.c. 33 ksi 33 4008137 43 54 50 ksi 68 33 ksi 33 30 4008162 43 psf Lateral Load 50 ksi 54 68 33 ksi 33 4005200 43 54 50 ksi 68 1a�>' 33 ksi 33 " 5"S‘62 43 50 ksi 54 68 12 12 0.72 1.38 2.81 4.06 1.05 1.86 3.67 5.18 1.35 2.46 4.68 6.55 1.64 2.68 4.96 6.80 8 16 0.40' 1.04 2.50 3.72 0.70 1.50 3.32 4.81 0.97 2.06 428 6.14 1.35 2.41 4.70 6.55 1.30 24 - 0.413 1.90' 3.07 0.05' 0.81' 2.66 4.10 0.26' 1.30 3.52 5.37 0.79 1.88 4.19 6.05 3.17 12 0.44' 1.06 2.43 3.63 0.73' 1.49 3 2 4.61 0.99 2.03 4.09 5.84 1.38 2.42 4.69 6-56 9 16 0.07' 0.67' 2.06 3.21 0.33' 1.07 ° 2.78 4.16 0.55' 1.56 3.61 5.35 1.03 2.09 4.36 6.23 6.39 24 - - 1.37' 2.45 3 - 0.28' 2.02' 3.33' - 0.70' 2.73' 4.45 0.35 1.44 3.72 5.59 1.26 12 0.17 3 0.74 3 2.03' 3.11 0.41' 1.12' 2.70 3.99 0.64' 1.59 3.47 5.09 1.10 2.14 4.34 6.26 10 16 - 0.30' 1.613 2.65' - 0.64 3 2.24' 3.48 0.15' 1.07' 2.94 4.54 0.69 1.74 3.94 5.85 3.49 24 - - 0.85' 1.80 3 - - 1.40 3 2.57 3 - 0.13' 1.98' 3.54' - 0.97' 3.18 5.07 5.82 12 - 0.142 1.253 2.09' - 0.433 1.753 2.76' - 0.783 2.313 3.62' 0.52' 1.51 3.54 5.32 12 16 - - 0.792 1.583 - 24 1.252 2.203 - 0.202 1.733 3.003 - 0.99' 3.01 4.76 - 24 - - - 0.682 - - 0.361 1.232 - - 0.712 1.932 - 0.04' 2.04' 3.74' 1.48 12 - - 0.622 1.24 2 - - 0.982 1.72' - 0.13 2 1.36 2 2.36' - 0.87' 2.66' 4.24 14 16 - - 0.16' 0.73' - - 0.48' 1.182 - - 0.792 1.762 - 0.263 2.05' 3.59' 4.05' 24 - - - - - - - 0.25' - - - 0.74' - - 0.96' 2.41' 8.92 12 - - 0.16' 0.62' - - 0.42' 0.982- 1.60' - 0.68' 1.452 - 0.282 1.83' 3.18' 16 16 - - - 0.151 - - - 0.48' - - 0.14' 0.89' - - 1.192 2.48 3 24 - - - - - - - - - - - - - - 0.07' 1.262 Wail Height 01) Spacing en) o.c. 33 ksi 33 43 6008137 54 50 ksi 68 97 30 psf Lateral 33 ksi 33 43 Load 6008162 54 50 ksi 68 97 33 33 ksi 43 600S200 54 50 ksi 68 97 3.25 12 1.19 1.95 3.34 4.58 7.14 1.73 2.77 5.02 6.87 10.83 2.15 3.56 6.71 9.27 14.95 8 16 0.97 1.73 3.15 4.40 6.99 1.47 2.53 4.79 6.65 10.61 1.88 3.27 6.42 9.00 14.67 6.59 24 0.53 1.30 2.78 4.04 6.67 0.95 2.05 4.33 6.21 10.17 1.34 2.69 5.84 8.45 14.12 2.73 12 1.01 1.76 3.17 4.42 7.00 1.51 2.56 4.81 6.67 10.62 1.90 3.27 6.35 8.89 14.48 0 16 0.73 1.48 2.93 4.18 6.80 1.18 2.25 4.51 6.38 10.34 1.56 ED 5.98 8.54 14.12 6.07 24 0.19 0.95 2.47 3.72 6.39 0.54 1.65 3.94 5.81 9.77 0.90 2.20 5.26 7.85 13.42 10.55 12 0.80 1.55 2.98 4.23 6.83 1.26 2.32 4.57 6.42 10.37 1.63 2.96 5.94 8.45 13.91 10 16 0.47 1.22 2.69 3.94 6.58 0.86 1.94 4.20 6.06 10.01 1.22 2.51 5.49 8.01 13.47 2.53 24 - 0.57 2.12 3.37 6.07 0.11' 1.22 3.49 5.36 9.30 0.44 1.67 4.62 7.18 12.60 6.30 12 0.35' 1.08 2.54 3.78 6.41 0.70 1.75 3.94 5.82 9.73 1.03 2.24 4.98 7.37 12.50 12 16 - 0.63' 2.13 3.36 6.03 0.19' 1.24 3.43 5.30 9.18 0.50' 1.66 4.37 6.77 11.86 13.33 24 - - 1.35 3 2.56' 5.30 - 0.313 2.47' 4.31 8.14 - 0.57' 3.23 5.65 10.65 18.52 12 - 0.57' 2.02' 3.22 5.87 0.14' 1.12' 3.11 4.87 8.83 0.42' 1.48 3.92 6.13 10.77 14 16 - 0.013 1.50 3 2.68' 5.35 - 0.52 3 2.49' 4.21 8.09 - 0.79' 3.19 ° 5.39 9.97 12 24 - - 0.542 1.68' 4.383 - - 1.383 3.023 6.74' - - 1.883 4.05' 8.48 0.06 3 12 - 0.05 3 1.47 3 2.61' 5.21 - 0.51' 2.28' 3.82' 7.28 - 0.76 3 2.88' 4.84 8.92 16 16 - - 0.852 1.953 4.56' - - 1.60' 3.09' 6.44' - 0.01' 2.09' 4.033 8.00 24 - - 0.792 3.38' - - 0.402 1.802 4.95' - - 0.702 2.593 6.373 Wall Height 0) Spacing (in) o.c. 33 ksi 43 800S137 50 54 ksi 68 97 33 ksi 43 30 .psf Lateral Load 8005162 50 ksi 54 68 97 118 33 ksi 43 54 8005200 50 ksi 68 97 118 12 2.03 3.25 4.44 6.93 2.89 5.01 6.83 10.65 13.95 3.93 7.21 9.80 15.51 20.00 8 16 1.88 3.12 4.32 6.81 2.70 4.84 6.67 10.69 13.81 3.71 6.99 9.60 15.33 19.82 24 1.57 2.87 4.08 6.59 2.33 4.50 6.34 10.37 13.53 3.28 6.57 9.21 14.96 19.45 12 1.91 3.14 4.34 6.83 2.73 4.87 6.69 10.71 13.83 3.74 7.02 9.63 15.35 19.84 9 16 1.71 2.98 4.18 6.68 2.50 4.65 6.48 10.51 13.65 3.47 6.75 9.38 15.11 19.60 24 1.32 2.66 3.88 6.39 2.03 4.22 6.07 10.09 13.29 2.92 6.21 8.88 14.63 19.13 12 1.76 3.02 4.22 6.72 2.56. 4.70 6.53 10.55 13.69 3.54 6.81 9.43 15.16 19.65 10 16 1.52 2.83 4.03 6.54 2.27 4.43 6.27 10.29 13.46 3.20 6.47 9.12 14.85 19.35 24 1.04 2.43 3.65 6.18 1.70 3.91 5.75 9.78 13.01 2.53 5.80 8.50 14.25 18.75 12 1.43 2.74 3.95 6.45 2.15 4.31 6.14 10.16 13.33 3.05 6.30 8.95 14.68 19.16 12 16 1.09 2.46 3.67 6.19 1.74 3.93 5.76 9.77 12.99 2.57 5.81 8.49 14.22 18.71 24 0.42 1.90 3.12 5.66 0.94 3.17 5.01 9.02 12.32 1.64 4.85 7.59 13.33 17.82 12 1.04 2.40 3.61 6.12 1.68 3.84 5.66 9.65 12.88 2.46 5.59 8.29 14.05 18.52 14 16 0.59 2.02 3.24 5.76 1.14 3.32 5.14 9.12 12.40 1.83 4.94 7.66 13.41 17.87 24 - 1.28' 2.50 5.04 0.12' 2.33 4.14 8.08 11.46 0.64 3.69 6.45 12.17 16.61 12 0.61 2.02 3.22 5.73 1.15 3.29 5.09 9.03 12.29 1.79 4.71 7.30 12.92 17.45 16 16 0.06 3 1.53' 2.73 5.24 0.49' 2.63 4.42 8.33 11.65 1.03 3.91 6.52 12.09 16.58 24 - 0.613 1.813 4.31 - 1.413 3.16' 6.99 10.41 - 2.43' 5.06 10.53 14.94 If no note, deflection meets 1/720 Deflection meets L/120 See Table Notes on pane 24. ' Deflection meets L/240 ' Deflection meets L/360 ' Deflection meets L/600 Boeing Crew Shelter Walls Date: 4/25/2013 WALU2 Connections at top & bottom Use 30 psf (customer requirement) w = wind*wall ht/2 = 121 plf screw spacing = screw/w = 2.3 ft wall ht = 8.08 ft #12 screw, 18 ga, V = 280 Ib Fasten top & bottom track to purlin/floor rim with min. #12 screws @ 24"oc max Check top track span max span = w= 10.5 ft delta max = I/240 = 0.53 in Ir = 5 w1^4 1728/384 E delta = Sr = 1.5 w 1^2/.6 Fy = R = 637 Ib 121 plf 2.14 in^4 > 2.076, 43 mil, NG in^4 < 2.759, 54 mil, OK 0.67 in^3 < 0.759, 54 mil, OK qty #12 screws = 2.3 E= Fy = SEP SP- Aor vol C1 �p EO10 E �4 29,500,1)OOs�® 59,900 pis Use min. 600T200-54 track at top of wall. Fasten to truss column with min. (3) #12 screws Siding connections use -36.6 psf for suction #12 screw, w/d, 43 mil = #12 screw, w/d, 54 mil = Siding - rows of #12 screws @ 12"oc horizontally across panel assume 43 mil spacing req'd = screw/suction = 3.39 ft/row (max) assume 54 mil spacing req'd = screw/suction = 4.26 ft/row (max) wall strap -to -stud connections 54 mil strap to 43 mil studs @ 16"oc Toad @ max spcg= 36.6 * 4 * 1.33 = 208 Ib qty #12 screws = load/screw = 1.7 screws 124 Ib 156 Ib Provide 54 mil light -gauge steel strapping horizontal (continuous) at 4'-3" max. spacing across studs and fasten to each wall stud with (2) #12 screws. Fasten siding to strapping with #12 screws a 12"oc. ASC Steel Deck B-36 Composite Floor Deck Total Slab Thickness: 5 11/16" B-36 Allowable Superimposed Load (psf) Diaphragm Shear Capacity (plfl Lightweight Concrete (110 pcf) +�� 1 3 Hour Fire Rating Slab Weight: 42.1 psf�n su,BJE�p NOCO�1ON 6'6" TO" T6" 8'0" 8'6" 90" 96" 10'O" 10'6" 11'O"tip 11'6" 12'0" OEPp5-3 p�N ���iAW�SEGT10r No. of Gauge Spans 6'0" 22 1 2 3 q4 q7 370 405 405 2192 2401 324 359 324 2153 2347 286 286 286 2121 2300 .254 254 254 2092 2260 227 227 227 2067 2224 205 205 205 2045 2193 185 1;85 185 2026 2165 168 168 1468 2008 2141 1:52 '152 '152 1992 2118 139 139 139 1978 2098 127 ;127 '127 1965 2080 117 '117 117 1953 2063 107' 1:07 >107 1943 2047 20 1 2 3 529 529 329 433 469 469 384 420 420 343 343 378 308 308 308 278 - .278 278 ; .252 .252 252 .230 .23.0 230 210 , 210 210 192 192 192 :177 , :177 '`, 177 _ 163 :163 163 151 151' .151 q4 2259 2213 2174 2140 2110 2083 2060 2039 2020 2003 1987 1973 1960 20 q7 2511 2446 2390 2341 2298 2261 2228 2198 2171 2147 2125 2104 2086 1 525 465 416 339 304 275 249 . 227 "207 :1.90 175 ;161 149 2 525 465 416 375 341 311" 249 227 207 190 7175 , '161 7149_ 18 3 525 465 416 375 341 311 286 .227 .207 190 175 1-61 149 q4 2412 2351 2299 2253 2213 2178 2147 2119 2094 2071 2050 2031 2014 18 q7 2748 2661 2586 2521 2465 2415 2370 2331 2295 2263 2233 2206 2182 1 519 461 412 372 337 308 246. 224 "204 187 172 159 , '146 2 519 461 412 372 337 308 283 261 204 x187 '172`' ' 159 146'" 16 3 519 461 412 372 337 308 283 261 241 224 172 159 ;146. q4 2581 2505 2439 2382 2332 2288 2249 2214 2183 2154 2128 2105 2083 16 q7 3001 2892 2798 2717 2647 2584 2529 2479 2434 2394 2357 2323 2293 B-36 Allowable Superimposed Load (psf) Diaphragm Shear Capacity (plfl Normal Weight Concrete (145 pcf) Total Slab Thickness: 3 1/2" Slab Weight 30.3 psf No. of SPan Gauge Spans 6'O" 6'6" 7'O" 7'6" 8'O" 8'6" 90" 96" 10'0" 10'6" 11'0" 11'6" 120" 22 1 2 3 q4 q7 205 230 230 1825 2035 179 204 204 1787 1980 157 183 157 " 1754 1934 139 139 139 1725 1893 124 124 124 1700 1858 111 111 111 1678 1826 '1`00 100 100 1659 1799 x`90 90 '90 1641 1774 481 '81 81 1626 1751 74 74 74 1611 1731 k67 67 .67 1599 1713 -61 = -61 -61 1587 1696 55 `.55 55 1576 1681 1 301 267 213 190 170 153 138 125 114 104 95 83 `73 2 301 267 239 216 196 153 138 125 114 104 95 '83 73 20 3 301 267 239 216 196 '153 138 125 114 104 95 83 73 q4 1893 1847 1807 1773 1743 1717 1693 1672 1653 1636 1621 1606 1593 q7 2144 2079 2023 1974 1932 1894 1861 1831 1804 1780 1758 1738 1719 1 301 267 239 215 196. 152 137 125 113 '104 '95 ' 87 80 2 301 267 239 215 196 179 164 151 1:1'3 104 ` 95 87 80 18 3 301 267 239 215 196 179 164 140 104 95 87 ,80 q4 2046 1984 1932 1886 1847 1811 1780 1752 1727 1704 1684 1665 1647 q7 2381 2294 2219 2155 2098 2048 2004 1964 1928 1896 1866 1840 1815 1 300 266 238 215 195 178 163 124 113 103 94 86 79 2 300 266 238 215 195 178 163 151 140 130 94 86 , 79 16 3 300 266 238 215 195 178 163 151 140 130 121 113 79 q4 2215 2138 2072 2015 1965 1921 1882 1847 1816 1787 1762 1738 1716 q7 2634 2525 2432 2351 2280 2217 2162 2112 2068 2027 1990 1957 1926 1. In shaded areas, mid -span deck shoring required during construction. 2. q4 and q7 "q"=allowable diaphragm shear (plf): "4", "7"=number of welds to support. 3. See pg. 55 for General Notes. 4 Preformed Metal Floor Deck • ASC• Steel Deck General Notes The following notes apply to the allowable total Toad tables and/or to the allowable superimposed load & diaphragm shear tables. 1. Arc spot or arc seam (puddle) welds shall have an effective fusion area, to supporting members, equivalent to at least 3/8" by 1" long or 1/2" in diameter. 2. Spacing of marginal welds to members parallel to the flutes: (a) Arc spot (puddle) welds to members, such as chords, and to collector elements, such as struts or ties, shall have a spacing in feet equal to 32,000 (t) /v, where: t = Uncoated steel thickness of fluted deck in inches. (see ICC report for "t") v = Actual diaphragm shear at marginal supports or actual shear transferred to collector (at struts or ties) in pounds per foot. (b) Fillet welds to members, such as diaphragm chords, shall have a spacing in feet equal to 480 IN/v, where: I = Length of weld in inches (not less than 1 1/2" v = Actual diaphragm shear to be transferred to chords in pounds per foot. (c) Fillet welds attaching the diaphragm to struts, ties or other collector elements shall have a spacing, in feet, equal to 300 IW/v where: v = Actual diaphragm shear to be transferred to the collector element, in pounds per foot. (d) In no case shall any weld spacing exceed 3'0". 3. Attachments at interior lines of shear transfer, perpendicular to deck corrugations: (a) The shear transfer from a diaphragm to interior ties or strut lines, perpendicular to deck corrugations, shall not exceed the shear values indicated in the tables. Two lines of puddle welds may be used to develop the actual shear transfer to these collector elements. FLOOR/2 ' 4ASC,, S1 LEL DECK Leading the way . . A BlueScope Steel Company 4. The minimum 28 -day compressive strength for structural concrete shall be 3000 psi and the density as indicated in the tables or as required for fire rating. The minimum depth of concrete shall be 2" over the top flange and it is to be reinforced with a minimum 6 x 6 W1.4 x W1.4 welded wire fabric. The reinforcement shall be placed near the center of the fill, over the top flange. If fill exceeds 3 1/4" thick the reinforcement area must equal 0.00075 times the depth of fill over top of deck, each way. 5. All decks with structural concrete fill may be considered rigid diaphragms, f<1.0, unless otherwise noted. 6. Shoring calculations are based on the deck profile supporting the dead Toad of concrete, plus either: (a) a 20 psf uniform construction load, or (b) a 150 Ib. concentrated live load for flexure. The dead load Deflection is limited to U180, but not to exceed 3/4". 7. Total Slab Thickness: is the nominal total slab depth, measured from the bottom flange of the rib to the top of the concrete. This applies to all allowable superimposed load and diaphragm shear tables. 8. For all cellular profiles, the first number of the gauge designation (20/20) refers to beam section (corrugated profile). The second number (20/20) refers to the pan section (flat plate). 9. Seam attachment for composite floor deck to be minimum button punch @ 36" O.C. 10. Typical floor deck manufacturing tolerances: Panel length: +/-1/2" Thickness: Not less than 95% of the design base metal thickness Panel cover width: -3/8", + 3/4" Panel camber/sweep: 1/4" in 10' length Panel end out of square: 1/8" per foot of panel width `G J` J� i00.40..vtvt, `t10 00 ��G�\r FPSP c Effective June 2009 www.ascsteeldeck.com 55 Boeing Crew Shelter Floor Date: 4/25/2013 FLOOR/3 Floor Framing span = LL = DL = bm = 11.5 ft 50 psf 33 psf 15 pif Ir = 5 w1^4 1728/384 E delta = Sr = 1.5 w1^2/ Fb = R= 3427 Ib delta max = 1/360 = 0.38 in trib area= 7 ft w = (LL+DL)trib+bm= Provide min. W8x13 A992 steel beams. 21.10 104 < E_ Fb = 596 plf 39.6 W8x13, OK 3.58 iO3 < 9.91 W8x13, OK 29,000,000 33,000 Boeing Crew Shelter Overall length = 30.00 ft Overall width = 12.00 ft Load Against Length (sidewalls) (trans) Wind: V Roof Diaphragm Date: 4/25/2013 12 in 12 in wind summed at roof is negative, so zero end trib area = 4.54 ft x 4a = 12.0 ft = 55 sf middle trib area = 4.54 ftx(L-4a)= 18.0 ft = 82 sf end p = 38.4 psf mid p = 25.5 psf V(W) = 4177 #, WIND CONTROLS Seismic: W(trib) = 7826 # V(E) = 1132 # load to end walls (not to scale) Max shear above endwalls = V/2 = 2089 # Vwind= 2089 # Max unit shear = Vend/width = 174 plf Vseis= 435 # Sheathing: Case 1 note: V(E) uses diaphragm factor and Vseis uses wall factor per seismic sheet capacity = 390/2.0= 195 plf > max shear, OK Install: 10.018" steel sheet with #8 screws @ 6"oc edge, 12"oc field. Eave Overhang = Gable Overhang = LAT/1 Load Against Width (endwalls) (long) (not to scale) Sheathing: Case 3 Install: ht @ 2a = 1.50 ht @rdg = 1.5 ft Wind: end trib. area = 4.54 A=2a(2wallh+hl)"1/2"2= Seismic: middle trib. area = 4.54 end p = mid p = V(W) = W(trib) = 7826 V(E) _ Max shear above sidewalls = V/2 = Max unit shear = Vend/length = A=(W-4a)(2wh+h 1 +r)".5= 31.2 psf 20.7 psf 1981 #, WIND CONTROLS 1132 # load to side walls 991 # Vwind= 991 # 33 plf Vseis= 435 # 63.5 sf 0 sf note: V(E) uses diaphragm factor and Vseis uses wall factor per seismic sheet capacity = 390/2.0= 195 plf > max shear, OK 10.018" steel sheet with #8 screws @ 6"oc edge, 12"oc field. Boeing Crew Shelter Shear Walls Endwall on Grid 1 Total length of wall Wall height Gable height Int. wall height Trib. roof width 14 12 10 8 6 4 2 0- 1 0 10 Panel openings 1 2 3 4 5 Total Mid -panel windows 1 2 3 4 5 Width ft 0.00 0.00 0.00 0.00 0.00 0.00 12.00 ft 8.58 ft 1.75 ft 8.00 ft 2.00 ft Date: 4/25/2013 Wall shear = Wind controls 2089 # at top Net DL multiplier = 0.60 (nominal loads adjusted below) DF studs: 1.00 fastener factor 20 30 40 50 Start End Height Head ht ft ft ft ft 12.00 12.00 0 7 12.00 12.00 0 7 12.00 12.00 0 7 12.00 12.00 0 7 12.00 12.00 0 7 ft of wall not useable for shear Nom. P(uplift) = 18.6 Roof DL = 12.00 Roof rim/other = 0 Net roof Toad = Ext. wall DL = 6 Int. wall DL= 7 Width Start End Height Head ht Strap? Width ft ft ft ft ft ft 0.00 0.00 0.00 0.00 0.00 no 0.00 0.00 0.00 0.00 0.00 0.00 no 0.00 0.00 0.00 0.00 0.00 0.00 no 0.00 0.00 0.00 0.00 0.00 0.00 no 0.00 0.00 0.00 0.00 0.00 0.00 no 0.00 Strap Load Ib HVAC wdth. 1.25 Panels Width able to take shear 1 2 3 4 5 6 ft 12.00 0.00 0.00 0.00 0.00 0.00 Start Use for Width Panel shear? shear ft ft ft Ib 0.00 yes 12.00 2089 12.00 no 0.00 12.00 no 0.00 12.00 no 0.00 12.00 no 0.00 12.00 no 0.00 18.6 psf 7.2 psf 0.00 plf -22.8 plf 3.6 psf 4.2 psf Total 1.25 ft of integral openings Roof Wall LF of Effect DL Int. Ib Ib wall -274 371 0 0 0 0 0 0 Int. wall Ib HD Req'd load No. 10 Ib screws 0 1547 5.9 Total 12.00 Net width = 12.00 ft of designed shear panels Net width = 10.75 ft available after subtracting out all openings/unused panels/strapped windows. Unit shear above openings = 174 #/ft < 195 #/ft Unit shear next to openings = 194 #/ft < 195 #/ft At panel corners install min. 2 1/2" x 12" x 3/16" steel plate welded to floor rim with 3/16" fillet weld. Fasten to 43 mil stud w/6 #10 screws Install min. 0.018" steel sheet one side of wall with #8 screws to studs & biking at 6" edge at 12" in field Note: 0.018" = 18 mil = 25 ga LAT/2 Boeing Crew Shelter Shear Walls Endwall on Grid 2 Total length of wall Wall height Gable height Int. wall height Trib. roof width 14 12 10 8 6 4 2 0= 0 10 Panel openings 1 2 3 4 5 Total Mid -panel windows 1 2 3 4 5 Width ft 0.00 0.00 0.00 0.00 0.00 0.00 12.00 ft 8.58 ft 1.75 ft 8.00 ft 2.00 ft Date: 4/25/2013 Wall shear = 2089 # at top Wind controls Net DL multiplier = DF studs: LAT/3 0.60 (nominal loads adLu t l ertgit 1 1.00 fastener factor �V cASP6'' lo°°nvvn ,\113 g���� *. � pN 20 30 40 50 60 Start End Height Head ht ft ft ft ft 12.00 12.00 0 7 12.00 12.00 0 7 12.00 12.00 0 7 12.00 12.00 0 7 12.00 12.00 0 7 ft of wall not useable for shear Width Start End Height Head ht Strap? ft ft ft ft ft 0.00 0.00 0.00 0.00 0.00 no 0.00 0.00 0.00 0.00 0.00 no 0.00 0.00 0.00 0.00 0.00 no 0.00 0.00 0.00 0.00 0.00 no 0.00 0.00 0.00 0.00 0.00 no Nom. Adj. P(uplift) = 18.6 18.6 psf Roof DL = 12.00 7.2 psf Roof rim/other = 0 0.00 plf Net roof Toad = -22.8 plf Ext. wall DL = 6 3.6 psf Int. wall DL = 7 4.2 psf Width ft 0.00 0.00 0.00 0.00 0.00 Strap Load Ib HVAC wdth. 0.00 Panels Width able to take shear 1 2 3 4 5 6 ft 12.00 0.00 0.00 0.00 0.00 0.00 Start Use for Width shear? ft ft ft 0.00 yes 12.00 12.00 no 0.00 12.00 no 0.00 12.00 no 0.00 12.00 no 0.00 12.00 no 0.00 Total 0.00 ft of integral openings Panel Roof Wall shear Effect DL Ib Ib Ib 2089 -274 371 LF of Int. wall 0 0 0 0 0 0 Int. wall Ib 0 HD Req'd load No. 10 Ib screws 1547 5.9 Total 12.00 Net width = 12.00 ft of designed shear panels Net width = 12.00 ft available after subtracting out all openings/unused panels/strapped windows. Unit shear above openings = 174 #/ft < 195 #/ft Unit shear next to openings = 174 #/ft < 195 #/ft At panel corners install min. 2 1/2" x 12" x 3/16" steel plate welded to floor rim with 3/16" fillet weld. Fasten to 43 mil stud w/6 #10 screws Install min. 0.018" steel sheet one side of wall with #8 screws to studs & biking at 6" edge at 12" in field Boeing Crew Shelter Shear Walls Date: 4/25/2013 LAT/4 Sidewall on Grid A Total length of wall Wall height Gable height Int. wall height Trib. roof width 14 12 10 8 6 4 2 0 0 30.00 ft 8.08 ft 0.00 ft 8.00 ft 7.00 ft Wall shear = Wind controls h/d = 0.32 <1= Net DL multiplier = Panel openings 1 2 3 4 5 Total Mid -panel windows 1 2 3 4 5 10 20 30 Width Start End Height Head ht ft ft ft ft ft 0.00 30.00 30.00 3 7 0.00 30.00 30.00 3 7 0.00 30.00 30.00 0 7 0.00 30.00 30.00 0 7 0.00 30.00 30.00 0 7 0.00 ft of wall not useable for shear 991 # at top 0.5, so OT forces reduced by 1/3 0.60 (loads adjusted below) g.no p►'NCUSZFUES -''ASUION PL NREV WISECTION 40 50 60 Nom. Adj. nopa(1vFn r, Li3 ?iUUJECiWS E�TION Mg)Mg)�Np � P(uplift) = 18.6 Roof DL= 12 Roof rim/other = 0 Net roof load = Ext. wall DL = 6 Int. wall DL = 7 Width Start End Height Head ht Strap? Width ft ft ft ft ft ft 0.00 0.00 0.00 0.00 0.00 no 0.00 0.00 0.00 0.00 0.00 0.00 no 0.00 0.00 0.00 0.00 0.00 0.00 no 0.00 0.00 0.00 0.00 0.00 0.00 no 0.00 0.00 0.00 0.00 0.00 0.00 no 0.00 Strap Load Ib Panels Width able to take shear 1 2 3 4 5 6 ft 30.00 0.00 0.00 0.00 0.00 0.00 Start Use for shear? ft ft 0.00 yes 30.00 no 30.00 no 30.00 no 30.00 no 30.00 no 18.6 psf 7.2 psf 0.00 plf -79.8 pif 3.6 psf 4.2 psf Total 0.00 ft of integral windows Width Panel Roof Wall shear Effect DL ft Ib Ib Ib 30.00 991 -2394 873 0.00 0.00 0.00 0.00 0.00 LF of Int. HD Req'd Int. wall load No. 10 wall Ib Ib screws 0 0 1027 3.9 0 0 0 0 0 Total 30.00 Net width = Net width = 30.00 ft of designed shear panels 30.00 ft available after subtracting out all openings/unused panels/strapped windows. Unit shear above/below strapped windows = 33 #/ft < 195 #/ft Unit shear next to strapped windows = 33 #/ft < 195 #/ft At panel comers install min. 2 1/2" x 12" x 3/16" steel plate welded to floor rim with 3/16" fillet weld. Fasten to 43 mil stud w/4 #10 screws Blazer Industries, Inc. Install min. 0.018" steel sheet one side of wall with #8 screws to studs & biking at 6" edge at 12" in field 17842-44 Boeing Crew Shelter.xlsx Boeing Crew Shelter Shear Walls Date: 4/25/2013 LAT/5 Sidewall on Grid B Total length of wall Wall height Gable height Int. wall height Trib. roof width 14 12 10 8 6 4 2 30.00 ft Wall shear = 991 # at top 8.08 ft Wind controls 0.00 ft h/d = 0.32 <1= 0.5, so OT forces reduced by 1/3 on0..1iv.�F11t 8.00 ft Net DL multiplier = 0.60 (loads adjusted below �© fN VIVO TOCl 7.00 ft DF studs: 1.00 fastener factor CEPS. (W 600 o�04� C cis pOp 0 Panel openings 1 2 3 4 5 Total Mid -panel windows 1 2 3 10 20 30 40 50 Width Start End Height Head ht ft ft ft ft ft 3.00 1.00 4.00 7 7 3.00 26.00 29.00 7 7 0.00 30.00 30.00 0 7 0.00 30.00 30.00 0 7 0.00 30.00 30.00 0 7 6.00 ft of wall not useable for shear Width Start End Height Head ht Strap? ft ft ft ft ft 3.00 7.00 10.00 2.5 7 3.00 13.50 16.50 2.5 7 3.00 20.00 23.00 2.5 7 Nom. d. ��� Eo® � �0 60 70 Adj. P(uplift) = 18.6 Roof DL = 12 Roof rim/other = 0 Net roof load = Ext. wall DL = 6 Int. wall DL = 7 Panels Width able to take shear 1 2 3 4 ft 1.00 22.00 1.00 0.00 Start Use for Width shear? ft ft ft 0.00 no 0.00 4.00 yes 22.00 29.00 no 0.00 30.00 no 0.00 yes yes yes Total Panel Roof shear Effect Ib Ib 18.6 psf 7.2 psf 0.00 plf -79.8 plf 3.6 psf 4.2 psf Strap Width Load ft Ib 3.00 68 <395#, OK 3.00 68 <395#, OK 3.00 68 <395#, OK 9.00 ft of integral windows Wall LF of DL Int. Ib wall 0 991 -1756 640 0 0 0 Int. wall Ib HD load Ib Req'd No. 10 screws 0 922 3.5 Total 24.00 Net width = 22.00 ft of designed shear panels Net width = 13.00 ft available after subtracting out all openings/unused panels/strapped windows. Unit shear above/below strapped windows = 45 #/ft < 195 #/ft Unit shear next to strapped windows = 76 #/ft < 195 #/ft 1 2 3 4 sum 13 Li (ft) h/w 2w/h % full wall ht shtg = sum Li/W = 0.59 3 2.69 0.7423 max opening ht ratio = 0.433 3.5 2.31 0.866 per table C3.2-1, Ca = 1.00 3.5 2.31 0.866 v=V/(Ca*sum Li)= 76 #/ft < 3 2.69 0.7423 t (bottom track uplift) = v = 76 plf anchorage at ends=C=Vh/(Ca sumLi)= 615.95 Ib At panel comers install min. 2 1/2" x 12" x 3/16" steel plate welded to floor rim with 3/16" fillet weld. Fasten to 43 mil stud w/4 #10 screws Blazer Industries, Inc. 195 #/ft 101 #@16" Install min. 0.018" steel sheet one side of wall with #8 screws to studs & biking at 6" edge at 12" in field 17842-44 Boeing Crew Shelter.xlsx :::: x ri z X 0 Panel openings 1 2 3 4 5 Total Mid -panel windows 1 2 3 10 20 30 40 50 Width Start End Height Head ht ft ft ft ft ft 3.00 1.00 4.00 7 7 3.00 26.00 29.00 7 7 0.00 30.00 30.00 0 7 0.00 30.00 30.00 0 7 0.00 30.00 30.00 0 7 6.00 ft of wall not useable for shear Width Start End Height Head ht Strap? ft ft ft ft ft 3.00 7.00 10.00 2.5 7 3.00 13.50 16.50 2.5 7 3.00 20.00 23.00 2.5 7 Nom. d. ��� Eo® � �0 60 70 Adj. P(uplift) = 18.6 Roof DL = 12 Roof rim/other = 0 Net roof load = Ext. wall DL = 6 Int. wall DL = 7 Panels Width able to take shear 1 2 3 4 ft 1.00 22.00 1.00 0.00 Start Use for Width shear? ft ft ft 0.00 no 0.00 4.00 yes 22.00 29.00 no 0.00 30.00 no 0.00 yes yes yes Total Panel Roof shear Effect Ib Ib 18.6 psf 7.2 psf 0.00 plf -79.8 plf 3.6 psf 4.2 psf Strap Width Load ft Ib 3.00 68 <395#, OK 3.00 68 <395#, OK 3.00 68 <395#, OK 9.00 ft of integral windows Wall LF of DL Int. Ib wall 0 991 -1756 640 0 0 0 Int. wall Ib HD load Ib Req'd No. 10 screws 0 922 3.5 Total 24.00 Net width = 22.00 ft of designed shear panels Net width = 13.00 ft available after subtracting out all openings/unused panels/strapped windows. Unit shear above/below strapped windows = 45 #/ft < 195 #/ft Unit shear next to strapped windows = 76 #/ft < 195 #/ft 1 2 3 4 sum 13 Li (ft) h/w 2w/h % full wall ht shtg = sum Li/W = 0.59 3 2.69 0.7423 max opening ht ratio = 0.433 3.5 2.31 0.866 per table C3.2-1, Ca = 1.00 3.5 2.31 0.866 v=V/(Ca*sum Li)= 76 #/ft < 3 2.69 0.7423 t (bottom track uplift) = v = 76 plf anchorage at ends=C=Vh/(Ca sumLi)= 615.95 Ib At panel comers install min. 2 1/2" x 12" x 3/16" steel plate welded to floor rim with 3/16" fillet weld. Fasten to 43 mil stud w/4 #10 screws Blazer Industries, Inc. 195 #/ft 101 #@16" Install min. 0.018" steel sheet one side of wall with #8 screws to studs & biking at 6" edge at 12" in field 17842-44 Boeing Crew Shelter.xlsx Boeing Crew Shelter Foundation For "block & level" foundation under building with mobile frames, using tiedowns Deadloads Roof (max) Roof rims/Parapets Exterior wall Floor Floor rim perimeter roof trib = floor trib = Dimensional Information Maximum wall height Module width Eave overhang Footings q(allow) = 12 psf 0 plf 6 psf 33 psf 25 plf 6.25 ft 3ft Liveloads Roof Floor UDL Partition Toad Floor Conc. # of Modules = 1 8.08 ft 12.00 ft 12.00 in 1500 psf assumed Sidewalls load wall = floor = (LL+DL)width/2+rim = total = Endwall load roof = (LL+DL)*trib = wall = floor = (LL+DL)trib+rim = total = 49 plf 523 plf 572 plf Ar = load/q(allow) = 231 pif 49 plf 274 plf 554 pif Ar = load/q(allow) = FND/1 Date: 4/25/2013 25 psf 50 psf 0 psf 2000 # over 30" x 30" Provide min. 12" wide x 12" thick concrete footing with 2 #4 rebar continuous Tiedowns 3/4" anchor bolts = Tiedowns based on lateral Toads 12250 # 0.38 ft 0.37 ft Wind Seismic Max. # of Tiedowns Ib Ib Ib Required J11lV�°Je \Ck`l • r` Ua OF sir 052 WIS C�C� Perpendicular to sidewalls Perpendicular to endwalls Roof Floor Roof Floor 4177 871 4177 0.3 4637 2082 4637 0.4 Total 1 perp. to sides 1981 871 1981 0.2 1888 2082 2082 0.2 Total 0.4 perp. to ends Provide min. (2) 3/4" anchor bolts each side. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary Zone 1 Non -Residential ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info Project Address Boeing MFC Flex Stalls #17842-17844 Climate Zone ® Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Date 5/16/2013 10002 E. Marginal Way South 22 . 5 — 657.0 X 100 = 3 .4 % Semi -Heated Path For dvitd ng.AeRVIer ` as_GTRtt EGAS lil6ECTI(Vk P�Gn n011 �t 3.3N 113 M3 _`.rn nflt E Tukwila, WA 98108 Walls - Mass „EFT Applicant Name: John Roth Walls - Steel Framed Applicant Address: Blazer Industries, Inc. 945 Olney St. Aumsville, OR Applicant Phone: 503-749-1900 Floors - Steel Joist Project Description ❑✓ New Building ❑ Addition SU Y.. t ; ;n r•rl0 ❑ Alteration ❑ ChangP0-1 sew~ Compliance Option Q Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis Occupancy Group ® Nonresidential 0 Multifamily Residential Climate Zone ® Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Fenestration Area Calculation These fenestration and wall values are calculated per inputs provided in the ENV -UA form. In the electronic form these cells auto -fill and cannot be edited. Total Fenestration (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Fenestration 22 . 5 — 657.0 X 100 = 3 .4 % Semi -Heated Path 0 yes Allowable if project meets all requirements as defined in section 1310.2. Only allowed as prescriptive path and must be calculated separately from other conditioned spaces. Limited to 0 no reduced wall insulation levels. Requires other fuel heating and qualifying thermostat. Envelope Requirements (enter values as applicable) Minimum Insulation R -values Roofs - Insulation Above Deck Vertical Fenestration Roofs - Metal Building R38 Roofs - Single Rafter Roofs - Attic and All Others Walls - Mass Entrance Door Walls - Metal Building Walls - Steel Framed R21 + R9 Walls - Wood Framed and Other Skylights - With Curb Floors - Mass Floors - Steel Joist Floors - Wood Framed and Other R21 Maximum F -factors Slabs -on -Grade - Unheated Slabs -on -Grade - Heated Vertical Fenestration Notes: Envelope Requirements ( continued ) Maximum U -factors Vertical Fenestration Non -Metal Frame Metal Frame U-0.40 Entrance Door Skylights - Without Curb Skylights - With Curb Opaque Doors - Swinging U-0.60 Opaque Doors - Non -Swinging Maximum SHGC (or SC) Vertical Fenestration Non -North SHGC-0.40 North SHGC- 0.4 0 Skylights 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary (back)Zone 1 Non -Residential ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Minimum Requirements for Prescriptive Option Use table to determine if project qualifies for the optional Prescriptive Option. All components must meet the stated Climate Zone Climate Zone 1 Climate Zone 2 Occupancy Group Nonresidential Residential, Other than Single -Family Nonresidential Residential, Other Single -Family Opaque Elements Insulation Min. R -Value Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. R-38 c.i. R-30 c.i. Metal Building R-25 + R-11 Ls R-25 + R-11 Ls R-25 + R-11 Ls R-25 + R-11 Ls Single -Rafter R-38 R-38 R-38 R-38 Attic and Other R-38 adv or R-49 R-38 adv or R-49 R-38 adv or R-49 R-38 adv or R-4 Walls, Above grade Mass R-5.7 c.i. 1 R-11.4 c.i. 1 R-7.6 c.i. R-13.3 c.i. Metal Building R-13 + R-7.5 c.i. R-19 + R-8.5 c.i. R-13 + R-7.5 c.i. R-19 + R-16 c.i Steel Framed R-13 + R-7.5c.i. R-19 + R-8.5 c.i. R-13 + R-7.5 c.i. R-19 + R-14 c.i Wood Framed and Other R-21 R-13 + R- 6 c.i. R-13 + R-7.5 c.i., or R-21 + R-2.5 c.i. R-21 + R-5 c.i. Below Grade Wall Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. R-30 c.i. R-30 c.i. Steel Joist R-38 + R-4 c.i. R-38 + R-4 c.i. R-38 + R-4 c.i. R-38.0 + R-4 c.i Wood Framed and Other R-30 R-30 R-30 R-30 Slab -On -Grade Floors Unheated R-10 for 24 in. (with thermal break) R-10 for 24 in. (with thermal break). R-10 for 24 in. (with thermal break) R-10 for 24 in. (w thermal break) Heated R-10 c.i.(with thermal break) R-10 c.i. (with thermal break) R-10 c.i. (with thermal break) R-10 c.i. (with ther break) Opaque Doors Maximum U -Factor Swinging U-0.600 U-0.400 U-0.600 U-0.400 Non -Swinging U-0.600 U-0.400 U-0.600 U-0.400 Fenestration 0-40%ofWall Assembly Maximum U -factor (NFRC Rated) Vertical Fenestration Nonmetal framing U-0.32 U-0.32 U-0.32 U-0.32 Metal framing U-0.40 U-0.40 U -0.4p0 U-0.40 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylights Without curb (i.e. sloped U-0.50 U-0.50. U-0.50 U-0.50 With curb (i.e. individual unit U-0.60 U-0.60 U-0.60 U-0.60 Fenestration 0-40% of Wall Assembly Maximum SHGC Factor Vertical Fenestration SHGC-0.40 all, OR SHGC-0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirement SHGC-0.40 all, OR SHGC-0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirement Skylights SHGC-0.35 SHGC-0.35 SHGC-0.35 SHGC-0.35 The following definitions apply: c.i. = continuous insulation, Ls = liner system (see definitions) Footnote 1: Zone 1, nonresidential walls may be ASTM C90 concrete block walls, ungrouted or partially grouted at 32 inches or less Rtlko x.,(k\F' vertically and 48 inches or less on center horizontally, with ungrouted cores filled with material having a maximum therma�lsQnda nt pity _Rt. Btu-in/h•ft2 F. tG `k,\. PyCi 01 r "ha,, iQtOe. r )S0�.�p��r �� `1v ,w Envelope UA Calculations Zone 1 Non -Residential ENV -UA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address Boeing MFC Flex Scalia #17842-17844 Date 05/16/2013 Occupancy Group ® Nonresidential 0 Multifamily residential Clear For Building Department Use oflClimate �,,,,'-"r oir-t ��tl�,TF A�� 1�9pus )E cAS P� 0D' (�� cn n 'Z��� gm 1 '.a tea.150`f 1.9 .P,rvTar Zone O Zone 1 0 Zone 2 Fenestration Area as % gross exterior wall area 3.4% Max. Target: 40.0 Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2: U -factors shall come from chapter 10 or calculated per 1332. See the ENV -CHK worksheet for example of how to complete the rows on this form. Building Component Provide assembly ID & page/plan # for each bldg. element Proposed UA`arggt U -factor x Area (A) = UA (U x A; U`Aik 6R'0 `a`' . U -factor x Area (A) = UA (U x A) SJO-a 8 o R= ID: R= ID: R= ID: 0.034 I Above Deck Insulation U-0.034 Mtl Bld R=38 ID: R= ID: R= ID: 0.035 315 11.0 0.031 1 315 I 9.8 Metal Building U-0.031 Other R= ID: R= ID: R= ID: 0.027 I Single raft, attic, other U-0.027 Opaque Walls - Above Metal Frm R=21+13 ID: R= ID: R= ID: R= ID: 0.050 593 29.6 0.064 I 593 I 37.9 Steel frame/metal bldg U-0.064 Wood/Oth R= ID: R= ID: R= ID: R= ID: 0.057 I I Wood Frame, other U-0.057 @ R= ID: R= ID: R= ID: R= ID: Proposed assembly U -factor from Tables 10-5 thru 10-5B 0.150 I Mass Wall U-0.150 Below Grade Walls R= . ID: R= ID: R= ID: Proposed assembly U -factor from Tables 10-5 thru 10-5B. Do NOT use Table 10-1. 0.150 I I Assumed to be Mass Wall U-0.150 Opaque Doors U=0.6 ID: U= ID: U= ID: 0.600 42 25.2 0.60 I 42 I 25.2 All Doors U-0.60 w o LL R=30 ID: R= ID: R= ID: 0.029 315 9.1 0.029 I 315 I 9.1 Floors U-0.029 F -factor x Perimeter = UA(U x A) F -factor x Perimeter = UA (U x A) ISlab -on -grade Unheated R= ID: R= ID: R= ID: 0.540 I I Slab -On -Grade U-0.540 I Heated R= ID: R= ID: • Proposed assembly F -factors can use the unheated values in Table 10-2 0.360 I Heated Slab -On -Grade U-0.360 wan U value tvia 0115rrathter�ihanble Tab a 10-5btvalues.can Plans entered clearly state tootnote requirements. Continue on to back of form Page 1 Subtotal Area UA 1265 75 Area UA 1265 82 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope UA, continued. Zone 1 Non -Residential ENV -UA Project Address BoeingMFC Flex stalls #17 84 2-17 84 4 Date 2'�" 17c1 "n"t"t'C-TIM r)!,n�o1si;i ,�zb11! �CTI(� Fenestration Area as % gross exterior wall area 3.4% Max. Target: 40.0% Fotigvi;,di�glIpr ttUse 1L��y ' ' 13 l3 J 1v 1 0 coOE SU 4 wgpEC1 iON i otes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2: Provide NFRC or Table 10-6 U -factor (See Section 1312.1) for fenestration assemby (combinedCT See the ENV -CHK worksheet for example of how to complete the rows on this form. Building Component Provide assembly ID & page/plan # for each bldg. element Proposed UA U -factor x Area (A) = UA (U x A; ihr't et UA U -factor x Area (A) = UA (U x A) Vertical Fenestration (Metal FramJe U=0.4 ID: U= ID: U= ID: U= ID: 0.40 23 9.0 0.40 I 23 1 9.0 Metal Frame U-0.40 m a' o Z U= 0.32 ID: U= ID: U= ID: U= ID: 0.32 Non -Metal Frame U-0.32 [Mil entrance U= ID: U= ID: U= ID: U= ID: 0.60 I I Metal Entance Door U-0.60 o, co No Curb U= ID: U= ID: U= ID: U= ID: 0.50 I Without Curb U-0.50 I With Curb U= ID: U= ID: U= ID: U= ID: 0.60 i 1 Including Curb U-0.60 Page 2 Subtotal Page 1 Subtotal To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Total Area UA 23 9 1265 75 1287 84 Area UA 23 9 1265 82 1287 91 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Building Permit Plans Checklist 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential ENV -CHK Revised February 2011 Project Address Boeing NFC Flex stalls #17842-17844 'Date 5/16/2013 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington -State Nonresidential Energy Code. Applicability (yes,no,na) Code Section Component Information Required Location on Plans Building Department Notes 1 GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed N.A. 1310.2 Semi -heated spaces Semi -heated spaces identified on plans if allowed N.A. 1310.3 Cold Storage / refrigeratf All refrigerated spaces identified on plans. ENV-RFG completed. 1311 Insulation Yea 1311.1 General installation Indicate installation nethod, densities and clearances to achieve intended R -value of all insulation materials A-1 Yes 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts A-1 G. ' t flr Jc,��V`7'0uc,-r0A 'eaD\�� -r\C° r ;�fIIv Yes ,1311.3 Wall insulation Indicate R -value and framingmaterial on wall sections; Indicate face stapling of faced batts; ��pCI Indicate above grade exterior insulation is protected; Indicate mass of masonry walls if mass wall claimed Indicate loose -fill core insulation for masonry walls as necessary Indicate frequency of grouted cores and bond beams as necessary uv " t\'G�1 eu�1��r \ .,• '- `rrr- inn % L ,.. t, t" -)..`'0:9"1(11'' Yes 1311.4 Floor insulation Indicate R -value on floor sections;0'�v Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents. A-1 ' ;A4° .,�`� ' tC\ ~ N.A. 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected N.A. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official Yes 1312 Glazing and doors Provide calculation of vertical and overhead glazing area as percent of gross wall are A-1 Yes 1312.1 U -factors Indicate glazing and door U -factors on glazing and door schedule (provide area -weighted calculations as necessary); Indicate if values are NFRC or default, if default then specify frame type, glazing layers, gapwidth, low -e coatings, gas filling A-1 Yes 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area -weighted calculations by orientation as necessary) A-1 1313 Moisture control Yee 1313.1 Vapor retarders Indicate vapor retarders applied to warm side of insulation A-2 Yes 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; or list exception Indicate vap. retard. with sealed seams for non -wood structure A-2 Yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A-2 Yes 1313.4 Floor vapor retarder Indicate vapor retarder on floor section A-2 Yes 1313.5 Crawl space vap. ret. Indicate required grade ground cover with required overlapping. 8-1 1314 Air leakage Yes 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping A-2 Yes 1314.2 Glazing/door sealing Specify maximum air leakage rates for fenestration and door products A-1 Yes 1314.3- Assemb. as ducts Indicate sealing, caulking and gasketing N-1 N.A. 1314.4 Recessed Lighting Fixtur Indicate IC rating, ASTM E283 cert., and gasketing or caulking to ceiling N.A. 1314.5 Loading Dock Seal Indicate weatherseal at cargo and, loading dock doors N.A. 1314.6 Continuous Air Barrier Indicate air barrier sealing on all roof, wall & floor details Indicate leakage testing method. Provide testing resuts to building official. Max. leakage of 0.40 cfm/ft2 at 0.3 inch w. . PRESCRIPTIVE PERFORMANCE (Sections 1320-1323) Yes ENV -SUM Form Completed and attached. Yes 1323 Glazing Indicate number of glazing panes and location of emissivity coating or exception take A-1 COMPONENT PERFORMANCE (Sections 1330-1338) ENV -SUM, ENV -UA, 1l & ENV-SHGC Forms Completed and attached. If "no" is shown for any question, provide explanation: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily ENV -UA INSTRUCTIONS & EXAMPLES ENV -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifan Revised February 2011 FENESTRATION, SKYLIGHTS, & DOORS: Per Energy Code Section 1312.1, • U -factors shall be "determined, certified, and labeled in accordance with RS -31 by a certified independent agency ryr00tly 11\STiV licensed by the National Fenestration Rating Council (NFRC)." If using this approach, provide manufacturer DIg o-c�QN model number and NFRC rating on the drawings. Ey-r.®I4tA �� �n • "Unlabeled glazing and doors shall be assigned the default U -factor in Table 10-6.". If using this approach, provide all glazing characteristics on the drawings: list number of glazing layers, gap width, low -e coating, gas fill, frame material, thermal break details per footnote 2 to Table 10-6B.+'.1 t� OPAQUE ASSEMBLIES: Per Energy Code Section 1332, C� .�®v f • "The U factors for typical construction assemblies are included in Chapter 10. These values shall be used for,a10J , loss? D calculations." For example: see Table 10 -SA for metal stud walls and metal building walls/roofs, see Table to E for steel truss ceilings, etc. FURTHER INFORMATION: Refer to the Northwest Energy Efficiency Council website at: www.neec.net Below are examples of how the Component Information on ENV -UA -1 are to be completed Building Component List ID & page #, code table # or calculation page # Proposed 0A U -factor x Area (A) Typical Example Roofs Othe R= 38 ID: R1/A1.5, T.10-7 default 0.031 532 R-38 blown -in attic insulation per default r1Prk R.40 ID: R2/A1.5, T.10 -7G default 0.025 9885 R-40 uniform thickness rigid insulation per default Walls Opaque R=13+7.5 ID: Wl/A1.6, T.10 -5A(1) default R= 5 ID: W2/A1 . 6, T.10 -5B (2) default R= ID: R= ID: 0.064 7587 0.157 923 R-13 cavity + R-7.5 rigid ins. over metal studs per default R-5 rigid ins. at edge of intermediate concrete floors per def 0 m R= 11 ID: W4/A1.6, T.10-5 (1) default R= ID: 0.094 512 R-11 cavity ins. between wood studs on conc. wall per def. Doors U= 0.6 ID: Dl/A1.3, T.10-6 default U= 1.2 ID: D2/A1.3, T.10-6 default 0.60 120 1.20 40 Non-NFRC fire -rated exit door per default Non-NFRC warehouse door per default Floors and Slabs Floor R= 30 ID: Fl/A1.7, T.10 -4A default R= ID: 0.031 10417 R-30 continuous ins. under concrete floor slab per default Slab R. 10 ID: F2/A1.7, T.10-2 default 0.700 612 RIO slab edge ins. for 2 feet without thermal break per def. Fenestration and Skylights _ y > ID: W1/A1.3, NFRC certified ID: Fit/A1.3, T.10-6 default ID: W3 /A1.3, T.10-6 default ID: W3/A1.3, T.10-6 default 0.36 12307 0.50 5240 0.65 282 0.78 282 Curtainwall rated, certified, and labeled per NFRC Non-NFRC curtainwall, 2 layer, 0.05emis, argon, TB, fixed Non-NFRC curtainwall, 2 layer, 0.05emis fixed Non-NFRC curtainwall, 2 laver, 0.05emis operable >,;c"- rn: ID: Sl/A1.3, NFRC certified ID: S2/A1.3, T.10-6 default 0.50 453 0.78 118 Sloped glazing rated, certified, and labeled per NFRC Non-NFRC atrium sloped glazing, 2 layer, 0.05 emis., fixed 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address Boeing MFC Flex Stalls #17842-17844 Date 5/17/2013 10002 East Marginal Way South For Building DeLpenrilent+ J `t�'` �uSki MIt J 1 OV'll � W -clop' VTsP►��� micT' n000 `► I.,,.• � '' J `m3 esrtifltr. Tukwila, WA 98108 Applicant Name: John Roth Applicant Address: Blazer Industries, Inc. 945 Olney St. Aumsville, OR A licant Phone: PP 503-749-1900 Project Description 2 ❑ Plans Incind �D 114. SPS -110 requireme ts. J New Building ❑ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option ® Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/room #) Occupancy Description Allowed Watts per ft2** Gross Interior Area in ft2 Allowed x Area Office 0.91 316 288 ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 288 Proposed Lighting Wattage Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Flourescent Troffer 2 T-8 Tubes Elect. Ballast 6 48 288 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 288 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage 0 Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% ❑or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T-1, T-2, T-4, T-5, T-8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw-in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <=150w c) electronic ballasts 3. LED lights. TABLE 15-1 Unit Lighting Power Allowance (LPA Use' LPA (W/ft`) Use' LPA` (W/ft`) Automotive facility 0.85 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1-3 Occupancies 0.90 Cafeterias, fast food establishments°, restaurants/bars5 1.20 Police and fire stations 0:90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail10, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture -is- iq-\F`;'" 0.97 Health care clinic 1.00 Theater, performing arts , mut`''e\\tea 1\V 1.25 Hospital, nursinghomes, and other Group1-1 and P 1-2 Occupancies 1.20 Transportation `J' P � ��� ���'� �` i,‘.� �t\l‘ cf` 0.80 Hotel/motel 1.00 Warehouses �Q�• �• v. • o", •, � 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.62 Workshops Gt'"' (-‘1\1") \ J 0 _, r -.0 1.20 )t:,-., Laundries 1.20 .,.-c-\Y -01"- Librariess 1.20 Plans Submitted for Common Areas,0,n "'� 00' - Manufacturing facility 1.20 Main floor building lobbies3 (except mall'.con ourses) 1.10 Museum 1.00 Common areas, corridors, toilet fagilitles and washrooms, elevator lobbies 0.80 ootnotes for Table 15- 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three -quarter -height partitions (transparent or opaque) and lighting for free-standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories!, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling -mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential LTG -EXT Revised.RenembO Project Info Proj Addres Boeing MFC.Flex stalls *17842-17844 Date T P w (� 57P./•4 .IZ;(11( 10002 East Marginal Way south For Buildl�tg,DHrt�ngiritoU�rd�\tdn )11" 1�`� 1 U ,Lt)" Appl. `1 y 1.0 C°® 5+�1BJE(✓ 1'pleara . Tukwila, WA 98108 Name: John Roth Name Blazer Industries, Inc. 945 Olney St. Aumsville, OR Appl. Phon€ 503-749-1900 Project Description ,�1.� r6" --4n Alteration Plans Inclu e ❑❑ and commissioning requirements. -' New ❑ Addition Refer to WSEC Section 1513 for controls Lighting Zone (as specified by Jurisdiction) 0 Zone 1 Zone 2 0 Zone 3 0 Zone 4 Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy> 60 lumens/VV ❑ Controlled by motion sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed. Less than 60% of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 500 Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft`), perimeter (10 or # of items Allowed Watts x ft2 (or x If) Main Entry 20 W/LF of door widt 6 120 Total Allowed Tradable Watts: 120 radable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Area (ft2), perimeter (If) or # of items Metal Halide Wall Pack 2 100 200 Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus Total Proposed Tradable Watts: the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non -tradable categories. 200 Non -Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 420 Non -Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non -Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non -tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Total excess Non -Tradable watts: Site Allowance Balance: 0 420 l®� 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary (back) LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential TABLE 15-2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised December 2010 Specific area description Zone 1 500 W Zone 2 600 W Zone 3 750 W Zone 4 1300 W Base site allowance' Tradable Surfaces 2 Uncovered Parking Parking lots and drives Areas 0.04 W/ft2 0.06 W/ft2 0.10 W/ft2 0.13 W/ft2 Building Grounds Walkways less than 10 ft wide 0.7 W/linear foot 0.7 W/ linear foot 0.8 W/ linear foot 1.0 W/ linear foot Walkways 10 ft wide or greater Plaza areas Special feature areas 0.14 W/ft2 0.14 W/ft2 0.16 W/ft2 0.2 W/ft2 Exterior Stairways 0.75 W/ft2 1.0 W/ft2 1.0 W/ft2 1.0 W/ft2 Pedestrian tunnel 0.15 W/ft2 0.15 W/ft2 0.2 W/ft2 0.3 W/ft2 Landscaping 0.04 W/ft2 0.05 W/ft2 0.05 W/ft2 0.05 W/ft2 Building Entrances and Exits Main entries 20 W/linear foot of door width 20 W/linear foot of door width 30 W/linear foot of door width 30 W/linear foot of door width Other doors 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width Entry canopies 0.25 W/ft2 0.25 W/ft2 0.4 W/ft2 0.4 W/ft2 Sales Canopies Free standing and attached 0.6 W/ft2 0.6 W/ft2 0.8 W/ft2 1.0 W/ft2 Outdoor Sales Open areas3 0.25 W/ft2 0.25 W/ft2 0.5 W/ft2 0.7 W/ft2 Street frontage for vehicle sales lots in addition to "open area" allowance No Allowance 10 W/linear foot 10 W/linear foot 30 W/linear foot Non -Tradable Surfaces° Building Facades No Allowance 0.1 W/ft2 for each illuminated wall or surfaces 0.15 W/ft2 for each illuminated wall or surface6 0.2 W/ft2 for each illuminated wall or surface Automated teller machines and night depositories 270 W per location8 270 W per locations 270 W per locations 270 W per locations Entrances and gatehouse inspection stations at guarded facilities 0.75 W/ft2 of covered & uncovered area .: Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/ft2 of covered & uncovered area `�.)),NtA �� ,,� Material handling and associated storage No Allowance No Allowance No Allowanc `�rV1-5-N �,r� jo �I . N°°v Drive -up Windows & Doors 400W per drive-through Parking near 24-hour retail entrances 800 W per main entry `- ° $3,61\1 FOOTNOTES FOR TABLE 15-2B: 5\e\t\-s) 1. Base site allowance may be used in tradable or nontradable surfaces. ®F 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear foot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project AddressBoeing MFC Flex Stalls #17842-17844 Date 5/17/2013 The following information is in the 2009 Washington State necessary to check a Nonresidential Ene permit application for compliance with the lighting, motor, and transformer requirements gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control/access Schedule with type, indicate locations E-1 Yes 1513.2 Area controls Maximum limit per switch E-1 Yes 1513.3 Daylight zone control Schedule with type and features, indicate locations E-1 Yes vertical glazing Indicate vertical glazing on plans E-1 N.A. overhead glazing Indicate overhead glazing on plans N.A. 1513.4 Display/exhib/special Indicate separate controls Yes 1513.5 Exterior shut-off Schedule with type and features, indicate location N.A. (a) timer w/backup Indicate location Yes (b) photocell. Indicate location E-1 Yes 1513.6 Inter. auto shut-off Indicate location Yes 1513.6.1 (a) occup. sensors Schedule with type and locations E-1 N.A. 1513.6.2 (b) auto. switches Schedule with type and features (back-up, override capability); Indicate size of zone on plans N.A. 1513.7 Hotel/motel controls Indicate location of room master controls Yes 1513.8 Commissioning Indicate requirements for lighting controls commissioning E-1 EXIT SIGNS (Section 1514) N.A. 1514 Max. watts Indicate watts for each exit sign LIGHTING POWER ALLOWANCE (Section 1530-1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture Yes 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) N.A. 1511 Elec motor efficiency MECH-MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS (Section 1540) ,-)'' - N.A. I 1540 (Transformers 'Indicate size and efficiency 1 1 N. e%A,TA"\�G��(\O If "no" is circled for any question, provide explanation: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary MECH-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised, FPbn)d Project Info Project Address Boeing MFC Flex Stalls #17842-17844 r Dalent!i 131 G�\0"� 10002 E. Marginal Way South O -S OF ,,,, F�o®��B tfigliept. Use !LJ ` A�pO ,, \._\� '\ \\ 1..# - � cl S�JC\ \1Skle�� ,� rIN. Tukwila, WA 98108 Applicant Name: John Roth Applicant Address: Blazer Industries, Inc. 945 Olney St. Aumsville, OR Applicant Phone: 503-749-1900 Project Briefly describe system type Description mechanical and features. Plans Drawings must contain notes requireing compliance with commissioning requirements fwd - Section 1416 Includes Compliance Option QQ Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2 Btu/h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery Y/N SPVHP Bard W24H 23400 Econo 9 N/A N/A N Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2 Btu/h OSA cfm or Econo? Input Btuh Output Btuh Efficiency' Heat Recovery Y/N SPVHP Bard 1424H 24000 Econo N/A 24000 3.0 COP N Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 CFM SP' HP/BHP Flow Controls Location of Service 'If available. 2 As tested according to Table 14-1A through 14-1G. 3 If required. 4 COP HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 1433. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary (back) MECH-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 System Description See Section 1421 for full description of Simple System qualifications. All Systems: ✓ No humidification? ✓ No Reheat? If Heating/Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ Cooling Cap <=15 Btuh/ft2? ✓ <=84,000 Btuh? ✓ Economizer ❑ <=135,000 Btuh? ❑ Heating Cap. > 0 & <=10 Btuh/ft2? If Heating Only: ❑ <1000 cfm? ❑ <30% outside air? ❑ Heating Cap. <=10 Btuh/ft2? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the. Complex System or Systems Analysis Options must be used. ( START ap <=15 Heat/Cool Eq. with Cap <=10 ft2 Yes 0 Yes or /ft ? Heating Only Heating/Cooling or Cooling Only Reference Section 1421 Yes Yes Yes— Yes alifies Economizer Exception tion 1 v v Yes Simple System Allowed (section 1420) 4 Yes Use Complex Systems (section 1430) Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist MECH-CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address Boeing NFC Flex stairs #17842-17844 Date The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401-1424),.r� �'( 1411 Equipment Performance .nrs `cd6) G��(�( Yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency MSt7M ,r�' ..c1 �F+"'tll�` iAv?..,<A1 .len N.A. 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss 0, Ci:VIJ opt„Ar N.A. 1411.1 Air-cooled chiller Provide total air and water chiller capacity ,` `i L �'d N.A. 1411.2.1 Water-cooled chiller Full -load and NPLV values adjusted for any non-standard conditions i.t'--a\I h rl. Yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule M-1 �`�� N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls S�G� Ca�V1��� 1Z� 1412 HVAC Controls W” Yes 1412.1 Temperature zones Indicate locations on plans M-1 Yes 1412.2 Deadband control Indicate 5 degree deadband minimum M-1 N.A. 1412.3 Humidity control Indicate humidistat Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback 14-1 Yes 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage 14-1 N.A. 1412.4.2 Optimum Start Indicate optimum start controls Yes 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule M-1 N.A. 1412.6 Combustion heating Indicate modulating or staged control Yes 1412.7 Balancing Indicate balancing features on plans M-1 N.A. 1412.8 Ventilation Control Indicate demand control ventilation for high -occupancy areas N.A. 1412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. N.A. 1422 Thermostat interlock Indicate thermostat interlock on plans N.A. 1432.2.1 Temperature Reset Indicate temperature reset method 1413 Air / Water Economizers Yee 1412.1 Single zone systems Indicate multiple cooling stage control capability. M-1 Yes 1413.1 Air Econo Operation Indicate 100% capability on schedule M-1 N.A. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb N.A. 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. Yes 1413.3 Integrated operation Indicate capability for partial cooling M-1 N.A. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting Systems Yes 1414.1 Duct sealing Indicate duct design pressures, sealing, and testing requirements M-1 N.A. 1414.1.2 Low press. duct test Indicate applicable low pressure duct systems shall be leak tested N.A. 1414.1.3 High press. duct test Indicate high pressure duct systems shall be leak tested, and identify the location of this ductwork on plans N.A. 1414.2 Duct insulation Indicate R -value of insulation on duct 1415 Piping Systems N.A. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements Yes 1416.3.2 System Balancing Indicate air and water system balancing requirements M-1 Yes 1416.3.3 Functional Testing Provide sequence of operations and test procedures. M-1 Yes 1416.3.4 Documentation Indicate O&M manuals, record drawings, staff training M-1 Yes 1416.3.5 Comm. Report Indicate requirements for final commissioning report M-1 1416.4 Compliance Chklist Submit to building official upon substantial completion. Yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued MECH-CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address Boeing MFC Flex stalls #17842-17844 Date The following_information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington -State Nonresidential Energy Code. Applicability (yes. no, na) Code Section Component Information Required Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg. N.A. 1441 Elec. water heater Indicate R-10 insulation under tank N.A. 1442 Shut-off controls Indicate automatic shut-off of circulators or heat trace N.A. 1443 Pipe Insulation Indicate R -value of insulation on piping N.A. 1444 Pump Energy Indicate method of pump energy management (Sec 1438) N.A. 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. 1460 Heated Pools N.A. 1452 Heat Pump COP Indicate minimum COP of 4.0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R-12 pool cover N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460-1465) 1460 Cold Storage N.A. 1463 Evaporators Indicate motor type and speed control N.A. 1464 Condensors Indicate condenser cooling type, design wb temp and control N.A. 1465 Compressors Indicate design minimum condensing temp and control. If "no" is indicated for any item in Sections 1401-1424 or 1440-1465 , provide explanation: Page 1 Commercial Heat Loss and Heat Gain Calculation 5/16/2013 Report Prepared By: For: Blazer Industries, Inc. 945 Olney St Aumsville, OR 97325 503-749-1900 Boeing Crew Shelter 10002 E. Marginal Way South Tukwila, WA 98108 Design Conditions: Seattle -Boeing Fid; Indoor: Summer temperature: 75 Winter temperature: 70 Relative humidity: 50 Latitude: 47; Time 4:00 PM Outdoor: Summer temperature: Winter temperature: Summer grains of moisture: Daily temperature range: 81 26 72 24 Building Component Sensible Gain (BTUH) Latent Gain (BTUH) Total Heat Gain (BTUH) Total Heat Loss (BTUH) Floor 315 sq.ft. 57 0 57 416 N Wall 234 sq.ft. S WaII 171.5 sq.ft. Window 22.5 sq.ft. Door 40 sq.ft. Leakage Summer 30 cfm Leakage Winter 55 cfm E Wall 94.5 sq.ft. 0 4 715 86 396 0 24 W Wall 94.5 sq.ft. 2 0 0 0 0 326 0 0 0 0 360 4 264 715 297 86 634 722 0 0 5,324 24 146 2 146 Ceiling PeopleNent Ventilation Infiltration Summer Infiltration Winter Lights 315 sq.ft. 3 people 60 cfm 21cfm 42 cfm 336 watts 491 735 396 139 0 0 491 465 326 114 0 1,200 722 253 0 1,378 0 1,378 333 0 2,904 0 2,033 0 Miscellaneous 18,700 0 18,700 0 Whole Building - All Components 23,123 1,231 24,354 (2 tons) 12,857 HVAC -Calc Commercial 4.0 by HVAC Computer Systems Ltd. Load calculations are estimates only, actual loads may vary due to weather and construction differences. 888 736-1101 III rSi iNC11 Ill< CLIMATE CONTROL SOLUTIONS THE WALL-MOUNTTM HEAT PUMPS - (60HZ) Models: W18H to W6OH 60Hz Heating Capacities: 16,000 to 54,000 BTUH Cooling Capacities: 16,400 to 54,000 BTUH GREEN REFRIGERANT R -410A The Bard Wall -Mount Heat Pump is a self-contained energy efficient heating and cooling system, which is designed to offer maximum indoor comfort at a minimal cost without using valuable indoor floor space or outside ground space. This unit is the ideal product for versatile applications such as: new construction, modular offices, school modernization, telecommunication structures, portable structures or correctional facilities. Factory or field installed accessories are available to meet specific job requirements. Aluminum Finned Copper Coils: Grooved tubing and enhanced louvered fin for maximum heat transfer and energy efficiency. Twin Blowers: Move air quietly. Most models feature multispeed blower motors providing airflow adjustment for high and low static operation. Motor overload protection is standard on all models. Heat Pump Compressor: Scroll Compressors are standard on all 11/2 to 5 ton models. Eliminates need for crankcase heater. Phase Rotation Monitor: Standard on all 3 phase scroll compressors. Protects against reverse rotation if power supply is not properly connected. R -410A Refrigerant: Designed with R -410A (HFC) non -ozone depleting refrigerant in compliance with the Montreal protocol and 2010 EPA requirements. Liquid Line Filter Drier: Standard on all units. Protects system against moisture. Galvanized 20 Gauge Zinc Coated Steel Cabinet: Cleaned, rinsed, sealed and dried before the polyurethane primer is applied. The cabinet is handsomely finished with a baked on. beige textured enamel, which allows it to withstand 1000 hours of salt spray tests per ASTM B117-03. Foil Faced Insulation: Standard on all units. Electrical Components: Are easily accessible for routine inspection and maintenance through a right side, service panel opening. Features a lockable, hinged access cover to the circuit breaker or toggle disconnect switch. Electric Heat Strips: Features an automatic limit and thermal cut- off safety control. Heater packages are factory or field installed for all 1'/2 through 5 ton models. Features easy slide -in field assembly with various BTUH outputs. Filter Service Door: Separate service door provides easy access for filter change. One Inch, Disposable Air Filters: Are standard equipment. Optional one inch washable filters available and filter racks permit the addition of 2" pleated filter. Factory or field installed. Solid State Electronic Heat Pump Control: Provides efficient 30, 60 or 90 minute defrost cycle. A thermistor sensor, speed up terminal for service and 10 minute defrost override are standard on the electronic heat pump control. High & Low Pressure Switches are Auto - Reset: Standard on all units. Built-in lockout circuit resets from the room thermostat. Provides commercial quality protection to the compressor. Five Minute Compressor Time Delay: Short cycle protection is standard. Built into the heat pump control. Emergency Heat Circuit: Permits continuous operation of the system. Barometric Fresh Air Damper: Standard on all units. Allows up to 25% outside fresh air. Built-in Circuit Breakers: Standard on all electric heat versions of single and three phase (230/208 volt) equipment. Toggle disconnects are standard on all electric heat versions of three phase (460 volt) equipment. Slope Top: Standard feature for water run-off. Full Length Mounting Brackets: Built into cabinet for improved appearance and easy installation. NOTE: Bottom mounting bracket included to assist in installation. Top Rain Flashing: Standard feature on all models. Condenser Fan and Motor Shroud Assembly: Slide out for easy access. 1. Complies with efficiency requirements of ANSI/ASHRAE/IESNA 90.1-2007. Certified to ANSI/ARI Standard 390-2003 for SPVU (Single Package Vertical Units). I• Commercial Product - Not intended for Residential application. All packages are designed to meet your specific ventilation requirements utilizing one of six ventilation options for the product. The ventilation package is mounted within the unit eliminating the need for an exterior mounted hood or damper assembly on the unit. All assemblies can be factory installed, installed in the field at time of installation or as a retrofit system after installation. • Standard - Barometric Fresh Air Damper • Optional - Motorized Fresh Air Damper • Optional - Blank off Plate • Optional - Commercial Room Ventilator w/Exhaust • CRV - Spring Return • CRVP - Power Return • Optional - Economizer with Exhaust • Optional - Energy Recovery Ventilator US X50 900j v�FNO. S3398-1009 S3398-809 1 of 16 Form No. Supersedes Page MODELS Cooling BTUH EER O W18H1 W24H1 W30H1 W36H1 W42H1 W48H1 W6OH1 16,400 23.400 29,800 34,600 42,000 46,000 54,000 9.50 9.00 9.20 9.00 9.00 9.00 9.00 High Temp Heating (47F) BTUH O COP 16,000 3.00 24,000 3.00 29,000 3.00 35,000 3.00 42,000 3.00 44,000 3.00 54,000 3.00 Low Temp Heating (17F) BTUH O COP O 9,000 1.80 14,000 2.00 17,000 2.00 21,000 2.00 25,000 2.00 26,000 2.00 32,000 2.00 J Capacity is certified in accordance with ANSI/ARI Standard 390-2003. O EER = Energy Efficiency Ratio, COP = Coefficient of Performance and are certified in accordance with ANSI/ARI Standard 390-2003. MODELS Electrical Rating--60HZ Operating Voltage Range Compressor --Circuit A Voltage Rated Load Amps Branch Circuit Selection Current Lock Rotor Amps Compressor Type Fan Motor & Condenser Fan Motor--HP-RPM Fan Motor --Amps Fan--DIA/CFM Motor & Evaporator Blower Motor--HP/RPM/SPD Blower Motor --Amps CFM Cooling & E.S.P. w/Filter (Rated - Wet Coil) Filter Sizes (inches) STD. Shipping Weight --LBS. W18H1-A W24H1-A W24H1-B W24H1-C W30H1-A 230/208 - 1 230/208 - 1 230/208 - 3 460 - 3 230/208 • 1 197-253 197-253 197-253 414-506 197-253 230/208 6.2/7.3 9.0 48/48 Scroll 230/208 12.7/15.2 15.2 67/64 Scroll 1/5 - 1075 1/5 - 1075 1.2 1.2 18" - 1600 18" - 1600 1/6-1100-2 1.0 600 - .3 16 x25 x1 300 1/6-1100-1 1.0 800 -. 2 16 x25 x1 300 230/208 8.3/9.9 9.9 58/58 Scroll 1/5 - 1075 1.2 18" - 1600 1/6-1100-1 1.0 800-.2 16 x 25 x 1 300 460 6.1 6.1 28 Scroll 230/208 12.4/13.6 14.2 77,77 Scroll 1/5-1075 1/5-1075 1.4 1.5 18" - 1600 20" - 2000 1/3-1100-2 300 1/3-1100-2 2.2 1000-.4 16x30x1 365 W301 -I1 -B 230/208 - 3 197-253 230/208 8.0/8.7 9.0 71/71 Scroll 1/5 - 1075 1.5 20" - 2000 1/3-1100-2 2.2 1000 - .4 16 x30 x1 365 W30H1-C W36H1-A 460 - 3 230/208 - 1 414-506 197-253 460 5.5 5.7 38 Scroll 230/208 14.7/16.4 18.0 112/112 Scroll 1/5 - 1075 1/5 - 1075 1.4 1.5 20" - 2000 20" - 2000 1/3-1100-2 365 1/3-1100-2 2.2 1100 - .3 16x30x1 380 W36H1-B 230/208 - 3 197-253 230/208 10,9/12.1 13.3 88/88 Scroll 1/5 - 1075 1.5 20" - 2000 1/3-1100-2 2.2 1100 - .3 16 x 30 x 1 380 W36H1-C 460 - 3 414-506 460 5.5 6.0 44 Scroll 1/5 - 1075 1,4 20" - 2000 1/3-1100-2 1.1 1100 - .3 16 x30 x1 380 MODELS W42H1-A W42H1-B W42H1-C W48H1-A W48H1-B W48H1-C W60H1-A W6OH1-B Electrical Rating--60HZ 230/208 - 1 230/208 - 3 460 - 3 230/208 - 1 230/208 - 3 460 - 3 230/208 - 1 230/208 - 3 Operating Voltage Range 197-253 197-253 414-506 197-253 197-253 414-506 197-253 197-253 Compressor --Circuit A Voltage Rated Load Amps Branch Circuit Selection Current Lock Rotor Amps Compressor Type Fan Motor & Condenser Fan Motor--HP/RPM/SPD 1/3 - 825 - 2 1/3 - 825 - 2 1/3 - 825 - 2 1/3 - 825.2 1/3 - 825 - 2 1/3 - 825 - 2 1/3 - 825 - 2 1/3 - 825 - 2 Fan Motor --Amps 2.5 2.5 1.3 2.5 2.5 1.3 2.5 2.5 Fan--DIA/CFM 24" - 2750 24" - 2750 24" - 2750 24" - 2750 24" - 2750 24" - 2750 24" - 2750 24" - 2750 Motor & Evaporator Blower Motor--HP/RPM/SPD 1/2-1070-2 1/2-1070-2 1/2-1070-2 1/2-1070-2 1/2-1070-2 1/2-1070-2 1/2-1070-2 1/2-1070-2 Blower Motor --Amps 3.3 3.3 1.9 3.3 3.3 1.9 3.3 3.3 CFM Cooling & E.S.P. w/Filter (Rated - Wet Coil) Filter Sizes (inches) STD. 20x30x1 20x30x1 20 x30x1 20x30x1 20x30x1 20x30x1 20x30x1 20x30x1 Shipping Weight --LBS. 510 510 510 510 510 510 510 510 230/208 230/208 460 230/208 230/208 460 230/208 230/208 18.4/21.5 11.6/13.5 6.1 19.5/21.2 13.6/14.7 6.6 21.5/25.3 12.8/15.1 21.8 13.8 6.3 23.1 16.1 7.1 26.3 15.7 117/117 84/84 41 131/131 91/91 46 134/134 110/110 Scroll Scroll Scroll Scroll Scroll Scroll Scroll Scroll 1400 - .3 1400 - .3 1400 - .3 1550 - .2 1550 - .2 1550 - .2 1700 - .3 1700 - .3 W60H1-C 460 - 3 414-506 460 7.6 7.8 52 Scroll 1/3-825-2 1.3 24" - 2750 1/2-1070-2 1.9 1700 - .3 20 x 30 x 1 510 Form No. S3398-1009 Supersedes S3398-809 Page 2 of 16 Bard Wall -Mounts are designed to provide optional ventilation packages to meet all of your ventilation and indoor air quality requirements. At units are equipped with a barometric fresh air damper as the standard ventilation package. All ventilation packages can be built-in at the factory, or field -installed at a later date. Barometric Fresh Air Damper � F s� it Motorized Fresh Air Damper .._.................. _ Commercial Room Ventilator Economizer Energy Recovery Ventilator BAROMETRIC FRESH AIR DAMPER - BFAD STANDARD The barometric fresh air damper is a standard feature on all models. It is installed on the inside of the service door and allows outside ventilation air, up to 25% of the total airflow rating of the unit, to be introduced through the air inlet openings and to be mixed with the conditioned air. The damper opens during blower operation and closes when the blower is off. Adjustable blade stops allow different amounts of outside air to be introduced into the building and can be easily locked closed if required. BLANK OFF PLATE - BOP OPTIONAL A blank off plate is installed on the inside of the service door. It covers the air inlet openings which restricts any outside air from entering into the unit. The blank off plate should be utilized in applications where outside air is not required to be mixed with the conditioned air. MOTORIZED FRESH AIR DAMPER - MFAD OPTIONAL The motorized fresh air damper is internally mounted behind the service door and allows outside ventilation air, up to 25% of the total airflow rating of the unit, to be introduced through the air inlet openings and to be mixed with the conditioned air. The two position damper can be fully open or closed. The damper blade is powered open by a 24VAC motor with spring return on power loss. The damper can be controlled by indoor blower operation or can be field connected to be managed based on building occupancy. NOTE: The above vent systems are intake only without built-in exhaust capability. Building will likely require separate field installed barometric relief or mechanical exhaust elsewhere within the conditioned space. Balancing dampers in the return air grille may be required to achieve specified amount of outdoor air intake. COMMERCIAL ROOM VENTILATOR - CRV OPTIONAL The built-in commercial room ventilator is internally mounted behind the service door and allows outside ventilation air, up to 50% of the total airflow rating of the unit, to be introduced through the air inlet openings, It includes a built-in exhaust air damper. The commercial room ventilator (CRV) is a simple and innovative approach to improving the indoor air quality by providing fresh air intake and exhaust capability through the CRV. The damper can be easily adjusted to control the amount of fresh air supplied into the building. The CRV can be controlled by indoor blower operation or field controlled based on room occupancy. Two versions available (except on 1.5 and 2 -Ton models). The CRV and CRVS are power open - spring return on power loss, and CRVP is power open and power close. Complies with ANSI/ASHRAE Standard 62.1 "Ventilation for Acceptable Indoor Air Quality." ECONOMIZER - EIFM OPTIONAL The built-in economizer system is internally mounted behind the service door and allows outdoor air to be introduced through the air inlet openings. The amount of outdoor air varies in response to the system controls and settings defined by the end user. It includes a built-in exhaust air damper. The economizer is designed to provide "free cooling" when outside air conditions are cool and dry enough to satisfy cooling requirements without runnjg to the compressor. This in turn provides lower operating costs, while extending the life of the compressor. .r' C� zw C\O Standard Features: • One Piece Construction - Easy to install with no mechanical linkage adjustment required. • Exhaust Air Damper - Built in with positive closed position. Provides exhaust air cat* pressurization of tight buildings. • Actuator Motor - 24 volt, power open, spring return with built in torque limiting switch. • Proportioning Type Control - for maximum "free cooling" economy and comfort. • Moisture Eliminator & Prefilter - permanent, washable aluminum construction. • Enthalpy Control - adjustable to monitor outdoor temperature and humidity. • Minimum Position Potentiometer - adjustable to control minimum damper blade position for veh purposes. • Mixed Air Sensor - to monitor outside and return air to automatically modulate damper position. WALL -MOUNT ENERGY RECOVERY VENTILATOR - ERVF OPTIONAL The wall -mount energy recovery ventilator (ERV) is a highly innovative approach to meeting indoor air quality ventilation requirements as established by ANSUASHRAE Standard 62.1. The ERV allows from 200 to 450 CFM (depending upon model) of fresh air and exhaust through the unit while maintaining superior indoor comfort and humidity levels. In most cases this can be accomplished without increasing equipment sizing or operating costs. Heat transfer efficiency is up to 67% during summer and 75% during winter conditions. The ERV consists of a unique "rotary energy recovery cassette" that provides effective sensible and latent heat transfer capabilities during summer and winter conditions. Various control schemes are addressed including limiting ventilation during building occupancy only. The ERV is designed to be internally mounted behind the service door in the W**A, W**H or W"`L model wall -mount units. It can be built-in at the factory or field installed as an option. ERVF-'3 and ERVF-*5 can be independently adjusted for intake and exhaust rates. Manufactured under U.S. Patent Nos. 5,485,878; 5,301.744; 5,002,116 Form No. S3398-1009 Supersedes S3398-809 Page 3 of 16 1100 1000 900 800 700 600 500 < 1200 1100 1000 900 800 700 600 Y < so0 400 300 200 100 400 300 200 100 W18 & W24 TOTAL AND VENTILATION AIRFLOW A Et C 0 Vent Position E W30 & W36 HIGH SPEED TOTAL AND VENTILATION AIRFLOW A C 0 Vent Position It Total Air 0 ESP •rr,9airr.Total Air 15 ESP '. Total Air .3 ESP 09Vent Air ESP Vent Air 15 ESP —0 --Vent Air 3 ESP 1 W30 & W36 LOW SPEED TOTAL AND VENTILATION AIRFLOW 900 8 700 lam..Total Air 0 ESP l 70 Totel Air 15 ESP' 600 .- ,r7 ^Total Air 3 ESP ' E Vent Air ESP 1 ; 500 ',..1R^Vent Air .15 ESP Ie.'.Vent Air 3 ESP < 400 300 200 100 A C 0 Vent Position ►-Total Air 0 ESP •r Total Air 15 ESP Total Air 3 ESP Vent Air 0 ESP .rrirri•Veril Air 15 ESP .1.0.Venl Air 3 ESP Airflow (cfm) 2100 2000 1900 1800 1700 1600 1500 1400 1300 1200 1100 1000 900 800 700 600 500 400 300 200 100 0 W42 & W48 HIGH SPEED TOTAL AND VENTILATION AIRFLOW 1700 1600 1500 1400 1300 1200 1100 _ 1000 900 0 800 < 700 600 500 400 300 200 100 A 6 D 0 Vent Position ..11..—Total Air 0 ESP H.—Total Air .2 ESP 7000 Air .4 ESP Vent Air 0 ESP ,,..Vent Air 2 ESP 14.4,14•Vent Air 4 ESP W42 & W48 LOW SPEED TOTAL AND VENTILATION AIRFLOW +Total Air 0 ESP ...XS—Total Air 2 ESP Total Air .4 ESP Vent Air 0 ESP 4.119siVent Air 2 ESP 114•Venl Air .4 ESP E 4 Airflow (cfm) 2200 2100 2000 1900 1800 1700 1600 1500 1400 1300 1200 1100 1000 900 800 700 600 500 400 300 200 100 0 1600 1500 1400 1300 1200 1100 1000 90 800 700 W60 HIGH SPEED TOTAL AND VENTILATION AIRFLOW A 6 C D Vent Position W60 LOW SPEED TOTAL AND VENTILATION AIRFLOW Total An 0 ESP . Total An 2 ESP ""' Total Air 4 ESP Vent Air 0 ESP 0*Vent As 2 ESP +Vent Air 4 ESP + Total Air 0 ESP "`Total AS 2 ESP "Total Air 4 ESP Vent Air 0 ESP "IM.—Vent As 2 ESP + Vent Air 4 ESP A C D Vent Position C D E F Vent Position SUMMER COOLING PERFORMANCE (INDOOR DESIGN CONDITIONS 75'DB/62°WB) Ambient O.D. VENTILATION RATE — 250 CFM 62% EFFKI IENCY VENTILATION RATE — 225 CFM 63% EFFICIENCY VENTILATION RATE -- 200 CFM 63% EFFICIENCY D B/ WB F VLT VLS VLL HRT HRS HRL VLT VLS VLL HRT HRS HRL VLT VLS VLL HRT HRS HRL 75 11925 8100 1325 7394 5022 822 10727 7287 3441 6758 4591 2168 9540 6480 3060 6010 4082 1928 105 70 8100 8100 0 5022 5022 0 7287 7287 0 4591 4591 0 6480 6480 0 4082 4082 0 65 8100 8100 0 5022 5022 0 7287 7287 0 4591 4591 0 6480 6480 0 4082 4082 0 80 17550 6750 10800 10881 4185 6696 15788 6072 9716 9946 3826 6121 14040 5400 8640 8845 3402 5443 75 11925 6750 5175 7394 4185 3209 10727 6072 4655 6758 3826 2933 9540 5400 4140 6010 3402 2608 100 70 6863 6750 113 4255 4185 70 6173 6072 101 3889 3826 64 5490 5400 90 3458 3402 56 65 6750 6750 0 4185 4185 0 6072 6072 0 3826 3826 0 5400 5400 0 3402 3402 0 60 6750 6750 0 4185 4185 0 6072 6072 0 3826 3826 0 5400 5400 0 3402 3402 0 80 17550 5400 12150 10881 3348 7533 15788 4858 10930 9946 3060 6886 14040 4320 9720 8845 2722 6124 75 11925 5400 6525 7394 3348 4046 10727 4858 5870 6758 3060 3698 9540 4320 5220 6010 2722 3289 95 70 6863 5400 1463 4255 3348 907 6173 4858 1315 3889 3060 829 5490 4320 1170 3458 2722 737 65 5400 5400 0 3348 3348 0 4858 4858 0 3060 3060 0 4320 4320 0 2722 2722 0 60 5400 5400 0 3348 3348 0 4858 4858 0 3060 3060 0 4320 4320 0 2722 2722 0 80 17550 4050 13500 10881 2511 8370 15788 3643 12145 9946 2295 7651 14040 3240 10800 8845 2041 6804 75 11925 4050 7875 7394 2511 4883 10727 3643 7084 6758 2295 4463 9540 3240 6300 6010 2041 3969 90 70 6863 4050 2813 4255 2511 1744 6173 3643 2530 3889 2295 1594 5490 3240 2250 3458 2041 1417 65 4050 4050 0 2511 2511 0 3643 3643 0 2295 2295 0 3240 3240 0 2041 2041 0 60 4050 4050 0 2511 2511 0 3643 3643 0 2295 2295 0 3240 3240 0 2041 2041 0 80 17550 2700 14850 10881 1674 9207 15788 2429 13359 9946 1530 8416 14040 2160 11880 8845 1361 7484 75 11925 2700 9225 7394 1674 5720 10727 2429 8298 6758 1530 5228 9540 2160 7380 6010 1361 4649 85 70 6863 2700 4163 4255 1674 2581 6173 2429 3744 3889 1530 2359 5490 2160 3300 3458 1361 2098 65 2700 2700 0 1674 1674 0 2429 2429 0 1530 1530 0 2160 2160 0 1361 1361 0 60 2700 2700 0 1674 1674 0 2429 2429 0 1530 1530 0 2160 2160 0 1361 1361 0 75 11925 1350 10575 7394 837 6557 10727 1214 9513 6758 765 5993 9540 1080 8460 6010 680 5330 70 80 6863 1350 5513 4255 837 3418 6173 1214 4959 3889 765 3124 5490 1080 4410 3458 680 2778 65 2363 1350 1013 1465 837 628 2125 1214 911 1339 765 547 1890 1080 810 1190 680 510 60 1350 1350 0 837 837 0 1214 1214 0 765 765 0 1080 1080 0 680 680 0 70 6863 0 6863 4255 0 4255 6173 0 6173 6889 0 3889 5490 0 5490 3458 0 3458 75 65 2363 0 2363 1465 0 1465 2125 0 2125 1339 0 1339 1890 0 1890 1190 0 1190 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ERVF-A2 WINTER HEATING PERFORMANCE (INDOOR DESIGN CONDITIONS 70°F DB Ambient O.D. VENTILATION RATE 250 CFM 74% EFF. 225 CFM 75% EFF. 200 CFM 75% EFF. DB/°F WVL WHR WVL WHR WVL WHR 65 1350 999 1214 911 1080 810 60 2700 1998 2429 1822 2160 1620 55 4050 2997 3643 2733 3240 2430 50 5400 3996 4858 3643 4320 3240 45 6750 4995 6072 4554 5400 4050 40 8100 5994 7287 5465 6480 4860 35 9450 6993 8501 6376 7560 5670 30 10800 7992 9716 7287 8640 6480 25 12150 8991 10930 8198 9720 7290 20 13500 9990 12145 9108 10800 8100 15 14850 10989 13359 10019 11880 8910 NOTE: Sensible performance only is shown for winter application. Form No. S3398-1009 Supersedes S3398-809 Page 6 of 16 LEGEND: VLT = Ventilation Load - Total VLS = Ventilation Load - Sensible VLL = Ventilation Load - Latent HRT = Heat Recovery - Total HRS = Heat Recovery - Sensible HRL = Heat Recovery - Latent WVL = Winter Ventilation Load WHR= Winter Heat Recovery SUMMER COOLING PERFORMANCE (INDOOR DESIGN CONDITIONS 75°DB/62°WB) Ambient O.D. VENTILATION RATE VENTILATION RATE -- 400CFM 63% EFFICIENCY VENTILATION RATE -- 325 CFM 64% EFFICIENCY VENTILATION RATE -- 250 CFM 65% EFFICIENCY DB/ WB F VLT VLS VLL HRT HRS HRL VLT VLS VLL HRT HRS HRL VLT VLS VLL HRT HRS HRL 75 19080 12960 6120 12020 8164 3855 15502 10530 4972 9921 6739 3182 11925 8100 3825 7751 5265 2486 105 70 12960 12960 0 8164 8164 0 10530 10530 0 6739 6739 0 8100 8100 0 5265 5265 0 65 12960 12960 0 8164 8164 0 10530 10530 0 6739 6739 0 8100 8100 0 5265 5265 0 80 28080 10800 17280 17690 6804 10886 22815 8775 14040 14601 5616 8985 17550 6750 10800 11407 4387 7019 75 19080 10800 8280 12020 6804 5216 15502 8775 6727 9921 5616 4305 11925 6750 5175 7751 4387 3363 100 70 10980 10800 180 6717 6804 113 8921 8775 146 5709 5616 93 6862 6750 112 4460 4387 73 65 10800 10800 0 6804 6804 0 8775 8775 0 5616 5616 0 6750 6750 0 4387 4387 0 60 10800 10800 0 6804 6804 0 8775 8775 0 5616 5616 0 6750 6750 0 4387 4387 0 80 28080 8640 19440 17690 5443 12247 22815 7020 15795 14601 4492 10108 17550 5400 12150 11407 3510 7897 75 19080 8640 10440 12020 5443 6577 15502 7020 8482 9921 4492 5428 11925 5400 6525 7751 3510 4241 95 70 10980 8640 2340 6917 5443 1474 8921 7020 1901 5709 4492 1216 6862 5400 1462 4460 3510 950 65 8640 8640 0 5443 5443 0 7020 7020 0 4492 4492 0 5400 5400 0 3510 3510 0 60 8640 8640 0 5443 5443 0 7020 7020 0 4492 4492 0 5400 5400 0 3510 3510 0 80 28080 6480 21600 17690 4082 13608 22815 5265 17550 14601 3369 11232 17550 4050 13500 11407 2632 8774 75 19080 6480 12600 12020 4082 7938 15502 5265 10237 9921 3369 6552 11925 4050 7875 7751 2632 5118 90 70 10980 6480 4500 6917 4082 2835 8921 5265 3656 5709 3369 2340 6862 4050 2812 4460 2632 1828 65 6480 6480 0 4082 4082 0 5265 5265 0 3369 3369 0 4050 4050 0 2632 2632 0 60 6480 6480 0 4082 4082 0 5265 5265 0 3369 3369 0 4050 4050 0 2632 2632 0 80 28080 4320 23760 17690 2721 14968 22815 3510 19305 14601 2246 12355 17550 2700 14850 11407 1755 9652 75 19080 4320 14760 12020 2721 9298 15502 3510 11992 9921 2246 7675 11925 2700 9225 7751 1755 5996 85 70 10980 4320 6660 6917 2721 4195 8921 3510 5411 5709 2246 3463 6862 2700 4162 4460 1755 2705 65 4320 4320 0 2721 2721 0 3510 3510 0 2246 2246 0 2700 2700 0 1755 1755 0 60 i 4320 4320 0 2721 2721 0 3510 3510 0 2246 2246 0 2700 2700 0 1755 1755 0 75 19080 2160 16920 12020 1360 10659 15502 1755 13747 9921 1123 8798 11925 1350 10575 7751 877 6873 70 80 10980 2160 8820 6917 1360 5556 8921 1755 7166 5709 1123 4586 6862 1350 5512 4460 877 3583 65 3780 2160 1620 2381 1360 1020 3071 1755 1316 1965 1123 842 2362 1350 1012 1535 877 658 60 2160 2160 0 1360 1360 0 1755 1755 0 1123 1123 0 1350 1350 0 877 877 0 70 10980 0 10980 6917 0 6917 8921 0 8921 5709 0 5709 6862 0 6862 4460 0 4460 75 65 3780 0 3780 2381 0 2380 3071 0 3071 1965 0 1965 2362 0 2362 1535 0 1535 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ERVF *3 WINTER HEATING PERFORMANCE INDOOR DESIGN CONDITIONS 70°F DB Ambient O.D. VENTILATION RATE 400 CFM 75% EFFICIENCY 325 CFM 76% EFFICIENCY 250 CFM 77% EFFICIENCY DB/°F WVL WHR WVL WHR WVL WHR 65 2160 1620 1755 1333 1350 1039 60 4320 3240 3510 2667 2700 2079 55 6480 4860 5265 4001 4050 3118 50 8640 6480 7020 5335 5400 4158 45 10800 8100 8775 6669 6750 5197 40 12960 9720 10530 8002 8100 6237 35 15120 11340 12285 9336 9450 7276 30 17280 12960 14040 10670 10800 8316 25 19440 14580 15795 12004 12150 9355 20 21600 16200 17550 13338 13500 10395 15 23760 17820 19305 14671 14850 11434 NOTE: Sensible performance only is shown for winter application. LEGEND: VLT = Ventilation Load - Total VLS = Ventilation Load - Sensible VLL = Ventilation Load - Latent HRT = Heat Recovery - Total HRS = Heat Recovery - Sensible HRL = Heat Recovery - Latent WVL = Winter Ventilation Load WHR= Winter Heat Recovery Form No. S3398-1009 Supersedes S3398-809 Page 7 of 16 SUMMER COOLING PERFORMANCE (INDOOR DESIGN CONDITIONS 75°DB/621WB) ERVF-*5 WINTER HEATING PERFORMANCE INDOOR DESIGN CONDITIONS 70°F DB Ambient O.D. VENTILATION RATE Ambient O.D. 375 CFM 81% EFFICIENCY VENTILATION 65% EFFICIENCY RATE 450 CFM VENTILATION RATE 375 CFM 66% EFFICIENCY VENTILATION RATE 300 CFM 67% EFFICIENCY DB/ WB F VLT VLS VLL HRT HRS HRL VLT VLS VLL HRT HRS HRL VLT VLS VLL HRT HRS HRL 75 21465 14580 6884 13952 9477 4475 17887 12150 5737 11805 8018 3786 14310 9720 4590 9587 6512 3075 105 70 14580 14580 0 9477 9477 0 12150 12150 0 8018 8018 0 9720 9720 0 6512 6512 0 65 14580 14580 0 9477 9477 0 12150 12150 0 8018 8018 0 9720 9720 0 6512 6512 0 80 31590 12150 19440 20533 7897 12635 26325 10125 16200 17374 6682 10692 21060 8100 12960 14110 5427 8683 75 21465 12150 9314 13952 7897 6054 17887 10125 7762 11805 6682 5123 14310 8100 6210 9587 5427 4160 100 70 12352 12150 202 8029 7897 131 10293 10125 168 6793 6682 111 8235 8100 135 5517 5427 90 65 12150 12150 0 7897 7897 0 10125 10125 0 6682 6682 0 8100 8100 0 5427 5427 0 60 12150 12150 0 7897 7897 0 10125 10125 0 6682 6682 0 8100 8100 0 5427 5427 0 80 31590 9720 21870 20533 6318 14215 26325 8100 18225 17374 5345 12028 21060 6480 14580 14110 4341 9768 75 21465 9720 11744 13952 6318 7634 17887 8100 9787 11805 5345 6459 14310 6480 7830 9587 4341 5246 95 70 12352 9720 2632 8029 6318 1711 10293 8100 2193 6793 5345 1447 8235 6480 1755 5517 4341 1175 65 9720 9720 0 6318 6318 0 8100 8100 0 5345 5345 0 6480 6480 0 4341 4341 0 60 9720 9720 0 6318 6318 0 8100 8100 0 5345 5345 0 6480 6480 0 4341 4341 0 80 31590 7290 24300 20533 4738 15794 26325 6075 20250 17374 4009 13365 21060 4860 16200 14110 3256 10854 75 21465 7290 14175 13952 4738 9213 17887 6075 11812 11805 4009 7796 14310 4860 9450 9587 3256 6331 90 70 12352 7290 5062 8029 4738 3290 10293 6075 4218 6793 4009 2784 8235 4860 3375 5517 3256 2261 65 7290 7290 0 4738 4738 0 6075 6075 0 4009 4009 0 4860 4860 0 3256 3256 0 60 7290 7290 0 4738 4738 0 6075 6075 0 4009 4009 0 4860 4860 0 3256 3256 0 80 31590 4860 26730 20533 3159 17374 26325 4050 22275 17374 2672 14701 21060 3240 17820 14110 2170 11939 75 21465 4860 16605 13952 3159 10793 17887 4050 13837 11805 2672 9132 14310 3240 11070 9587 2170 7416 85 70 12352 4860 7492 8029 3159 4870 10293 4050 6243 6793 2672 4120 8235 3240 4995 5517 2170 3346 65 4860 4860 0 3159 3159 0 4050 4050 0 2672 2672 0 3240 3240 0 2170 2170 0 60 4860 4860 0 3159 3159 0 4050 4050 0 2672 2672 0 3240 3240 0 2170 2170 0 75 21465 2430 19035 13952 1579 12372 17887 2025 15862 11805 1336 10469 14310 1620 12690 9587 1085 8502 70 80 12352 2430 9922 8029 1579 6449 10293 2025 8268 6793 1336 5457 8235 1620 6615 5517 1085 4432 65 4252 2430 1822 2764 1579 1184 3543 2025 1518 2338 1336 1002 2835 1620 1215 1899 1085 814 60 2430 2430 0 1579 1579 0 2025_ 2025 0 1336, 1336 0 1620, 1620 0 1085 1085 0 70 12352 0 12352 8029 0 8029 10293 0 10293 6793 0 _ 6793 8235 0 8235 5517 0 5517 75 65 4252 0 4252 2764 0 2764 3543 0 3543 2338 0 2338 2835 0 2835 1899 0 1899 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ERVF-*5 WINTER HEATING PERFORMANCE INDOOR DESIGN CONDITIONS 70°F DB Ambient O.D. VENTILATION RATE 450 CFM 80% EFFICIENCY 375 CFM 81% EFFICIENCY 300 CFM 82% EFFICIENCY DB/°F WVL WHR WVL WHR WVL WHR 65 2430 1944 2025 1640 1620 1328 60 4860 3888 4050 3280 3240 2656 55 7290 5832 6075 4920 4860 3985 50 9720 7776 8100 6561 6480 5313 45 12150 9720 10125 8201 8100 6642 40 14580 11664 12150 9841 9720 7970 35 17010 13608 14175 11481 11340 9298 30 19440 15552 16200 13122 12960 10627 25 21870 17496 18225 14762 14580 11955 20 24300 19440 20250 16402 16200 13284 15 26730 21384 22275 18042 17820 14612 : Sensible performance only is shown for win er application. Form No. S3398-1009 Supersedes S3398-809 Page 8 of 16 LEGEND: VLT = Ventilation Load - Total VLS = Ventilation Load - Sensible VLL = Ventilation Load - Latent HRT = Heat Recovery -Total HRS = Heat Recovery - Sensible HRL = Heat Recovery - Latent WVL = Winter Ventilation Load WHR= Winter Heat Recovery MODELS W18H1, W24H1, W30H1, W36H1 W42H1, W48H1, W60H1 LEFT SIDE RIGHT SIDE 15" 20" 20" 20" MODELS D SUPPLY AIR DUCT FIRST THREE FEET CABINET W18H1, W24H1 W30H1, W36H1 W42H1, W48H1. W60H1 0" 1/4" 1/4" 0" 0" 0" OD Refer to the Installation Manual for more detailed information. MODE L WIDTH (W) DEPTH (D) HEIGHT (H) SUPPLY RETURN A B C D E F G J K M N 0 P Q R S T W18H1 W24H1 33.300 17.125 70.563 7.88 19.88 11.88 19.88 35.00 10.88 25.75 20.56 26.75 28.06 29.25 27.00 2.63 34.13 22.06 10.55 5.00 12.00 5.00 W30H1 W36H1 38.200 17.125 70.563 7.88 27.88 13.88 27.88 40.00 10.88 25.75 17.93 26.75 28.75 29.25 27.00 2.63 39.13 22.75 9.14 5.00 12.00 5.00 W42H1 W48H1 42.075 22.432 84.875 9.88 29.88 15.88 29.88 43.88 13.56 31.66 30.00 32.68 26.94 34.69 32.43 3.37 43.00 23.88 10.00 1.44 16.00 1.88 W60H1 42.075 22.432 94.875 9.88 29.88 15.88 29.88 43.88 13.56 41.66 30.00 42.68 36.94 44.69 42.43 3.37 43.00 33.88 10.00 1 .44 16.00 1.88 All dimensions are in inches. W Dimensional drawings are not to scale. /91/ // 5.75 Front View Built In Rain Hood 40 Pitch Heater Access Panel Electric Heat C. Breaker/ Disconnect Access Panel (Lockable) Filter Access Panel Vent Option Door Ventilation Air Low Voltage Electrical Entrance High Voltage Electrical Entrance Side Wall Mounting Brackets (Built In)� Top Rain Flashing Shipping Location Optional Electrical Entrances E 0 31.88® .44 Supply Air Opening B M Return Air Opening 0 L� R S 1 N 0) 21.00" for model W60H1. O Top supply opening is optional and available factory -built only on models W30H1 and W36H1. Back ViewttO l 0132487 8 Form No. S3398-1009 Supersedes S3398-809 Page 9 of 16 :.., ,.1 ... ,:•'{ Model .. ...:� -w. ..,s. Rated Volts and Phase .'"«. No. Field Power Circuits 5$;�.. ,,t u.! ...,..I'. «:: ,.., �< „y,s, Single Circuit 4ro..l.F,,. k r =,n Dual Circuit 8) Minimum Circuit Ampacity Cr' Maximum External Fuse or Ckt. Brkr. O Field Power Wire Size 0 Ground Wire )Minimum Circuit Ampacity O Maximum External Fuse or Ckt. Breaker 0 Field Power Wire Size 0 Ground Wire Size Ckt. A Ckt. B Ckt. A Ckt. B Ckt. A Ckt. B Ckt. A Ckt. W18H1-A00, AOZ 1 16 20 12 12 B A04 230/208-1 1 37 40 8 10 0 A08 1 58 60 6 10 W24H1- A00, AOZ 1 24 25 10 10 A04 230/208-1 1 44 50 8 10 O A08 1 65 70 6 8 44 21 45 25 8 10 10 10 W24H1- BOO, BOZ 230/208-3 1 17 20 12 12 B06 1 35 40 8 10 W24H1- C00, C0Z 460-3 1 11 15 14 14 C06 1 21 25 10 10 W30H1- A00, AOZ* 1 24 35 8 10 , A05* 230/208-1 1 50 50 8 10 0 A10* l' 1 or2 76 80 4 8 50 26 50 30 8 10 10 10 W30H1- BOO, BOZ* 1 18 25 10 10 B06 230/208-3 1 36 40 8 10 0 809' 1 45 45 8 10 W30H1- C0O, COZ* 1 11 15 14 14 006 460-3 1 20 20 12 12 0 C09* 1 25 25 10 10 015 1 26 30 10 10 W36H1- A00, AOZ* 1 29 40 8 10 A05 230/208-1 1 55 60 6 10 0 A10* 1 or 2 81 90 4 8 55 26 60 30 6 10 10 10 0 A15 k 1 or2 84 90 4 8 55 52 60 60 6 6 10 10 W36H1- B00, BOZ* 1 23 30 10 10 606 230/208-3 1 41 45 8 10 O 609* 1 50 50 8 10 0 B15 1 51 60 8 10 W36H1- 000, 00Z" 1 12 15 14 14 CO6 460-3 1 21 25 10 10 0 009* 1 25 25 10 10 015 t 1 26 30 10 10 W42H1- A00, AOZ 1 36 50 8 10 A04 1 57 60 6 10 A05 230/208-1 1 62 70 6 8 36 26 50 30 8 10 10 10 O A10 1 or 2 88 90 3 8 36 52 50 60 8 6 10 10 0 A15 - 1 or2 88 90 3 8 36 52 50 60 8 6 10 10 W42H1- B00, BOZ 1 26 35 8 10 B06 230/208-3 1 44 50 8 10 O B09 1 53 60 6 10 0 B15 1 53 60 6 10 W42H1- C00, COZ 1 13 15 14 14 C06 460-3 1 22 25 10 10 0 C09 1 26 30 10 10 0 015 1 26 30 10 10 W48H1- A00, AOZ 1 37 50 8 10 A04 1 58 60 6 10 A05 230/208-1 1 or 2 63 70 6 8 37 26 50 30 8 10 10 10 O A10 1 or2 89 90 3 8 37 52 50 60 8 6 10 10 0 A15 1 or2 89 90 3 8 37 52 50 60 B 6 10 10 0 A20 1 or2 111 125 , 2 6 59 52 60 60 6 6 10 10 W48H1- B00, BOZ 1 29 35 8 10 B06 1 47 50 8 10 0 809 230/208-3 1 56 60 6 10 0 515 1 56 60 6 10 0 518 1 or2 62 70 6 8 34 28 40 30 8 10 10 10 W48H1- C00, COZ 1 14 20 12 12 0 009 460-3 1 27 30 10 10 0 015 1 27 30 10 10 W6OH1-A00,AOZ 1 41 60 8 10 A05 1 or 2 67 80 4 8 41 26 60 30 8 10 10 10 0 A10 230/208-1 1 or 2 93 100 3 8 41 52 60 60 8 6 10 10 0 A15 1 or2 93 100 3 8 41 52 60 60 8 6 10 10 0 A20 1 or2 111 125 2 6 59 52 60 60 6 6 10 10 W60H1- B00, BOZ 1 28 40 8 10 0 B09 230/208-3 1 55 60 6 10 0 B15 1 55 60 6 10 © B18 1 62 70 6 10 34 28 40 30 8 10 10 10 W60H1- C00, COZ 1 15 20 12 12 0 C09 460-3 1 28 30 10 10 0 015 1 28 30 10 10 aximum size of the time delay fuse or HACR type circuit breaker for protection of field wiring conductors. O Based on 75C copper wire. All wiring must conform to the National Electrical Code and at local codes. C) Maximum KW that can operate with the heat pump on. O These "Minimum Circuit Ampacity" values are to be used for sizing the field power conductors. Refer to the National Electrical Code (latest version), Article 310 for power conductor sizing Caution: When more than one field power circuit is run through one conduit, the conductors must be derated. Pay special attention to note 8 of Table 310 regarding Ampacity Adjustment Factors when more than three (3) conductors are in a raceway. CJ Not available on dehumidification models. * Available factory -built only with top outlet supply as an option. IMPORTANT: While this electrical data is presented as a guide, it is important to electncally connect properly sized fuses & conductor wires in accordance with the National Electrical Code & all local codes. Form No. S3398-1009 Supersedes S3398-809 Page 10 of 16 (1) Maximum size of the time delay fuse or HACR type circuit breaker for protection of field wiring conductors. (') Based on 75°C copper wire. All wiring must conform to NEC and all local codes. 0.) Maximum KW that can operate with heat pump on. These "Minimum Circuit Ampacity" values are to be used for sizing the field power conductors. Refer to the National Electrical Code (latest version), article 310 for power conductor sizing. CAUTION: When more than one field power conductor circuit is run through one conduit, the conductors must be derated. Pay special attention to note 8 of table 310 regarding Ampacity Adjustment Factors when more than 3 conductors are in a raceway. Form No. S3398-1009 Supersedes S3398-809 Page 11 of 16 SINGLE CIRCUIT DUAL CIRCUIT }O (:). Maximum OO O O OO Maximum O O No. External Field Minimum External Rated Field Minimum Fuse or Power Ground Circuit Fuse or Ckt. Field Power Ground Wire Volts & Power Circuit Circuit Wire Wire Ampacity Breaker Wire Size Size Model Phase Ckts. Ampacity Breaker Size Size Ckt A Ckt B Ckt A Ckt B Ckt A Ckt B Ckt A Ckt B W24H1DA00, AOZ 1 24 30 10 10 N/A N/A N/A N/A N/A N/A WA N/A A04 230/208-1 1 44 50 8 10 N/A N/A N/A N/A N/A N/A N/A N/A 0 A08 1 or2 65 70 6 8 44 21 45 25 8 10 10 10 W24H1 DBOO, BOZ 230/208-3 1 17 20 12 12 N/A N/A WA N/A N/A N/A N/A N/A B06 1 35 40 8 10 N/A N/A N/A N/A N/A N/A N/A N/A W24H1 DC00, COZ 460-3 1 12 15 14 14 N/A N/A N/A N/A N/A N/A WA N/A C06 1 21 25 10 10 N/A N/A N/A WA N/A N/A N/A N/A W30H1 DA00, AOZ 1 27 35 8 10 N/A N/A N/A N/A N/A N/A N/A WA A05 230/208-1 1 52 60 6 10 N/A N/A WA N/A N/A N/A N/A N/A 0 Al0 1 or2 79 80 4 8 52 26 60 30 6 10 10 10 W3OH1 DBOO, BOZ 1 19 25 10 10 N/A N/A N/A N/A N/A N/A N/A N/A B06 230/208-3 1 37 40 8 10 N/A N/A N/A N/A N/A N/A WA N/A ® B09 1 47 50 8 10 N/A N/A N/A N/A N/A N/A N/A N/A W30H1 DC00, COZ 1 12 15 14 14 N/A N/A N/A N/A N/A N/A N/A WA C06 460-3 1 21 25 10 10 N/A N/A N/A N/A N/A N/A N/A N/A ® C09 1 26 30 10 10 N/A N/A N/A N/A N/A N/A WA N/A W36H1 DA00, AOZ 1 30 40 10 10 N/A N/A N/A WA N/A N/A N/A N/A A05 230/208-1 1 56 60 6 10 N/A N/A N/A N/A N/A N/A N/A N/A 0 Al0 1 or2 82 90 4 8 55 26 60 30 6 10 10 10 W36H10800, BOZ 1 24 30 10 10 N/A N/A N/A N/A N/A N/A N/A N/A B06 230/208-3 1 42 50 8 10 N/A N/A N/A N/A N/A N/A N/A N/A 0 B09 1 51 60 6 10 N/A N/A N/A N/A N/A N/A WA N/A W36H1 DC00, COZ 1 12 15 14 14 N/A N/A N/A N/A N/A N/A N/A N/A C06 460-3 1 21 25 10 10 N/A N/A N/A N/A N/A N/A N/A N/A 0 C09 1 25 25 10 10 N/A N/A N/A WA N/A N/A N/A N/A W42H1 DA00, AOZ 1 40 60 8 10 N/A N/A N/A N/A N/A N/A WA N/A A05 230/208-1 1 or 2 66 70 6 8 40 26 50 30 8 10 10 10 0 A10 1 or2 92 100 3 8 40 52 50 60 8 6 10 10 W42H1DBOO, BOZ 1 28 40 8 10 WA N/A WA N/A N/A N/A WA N/A B06 230/208-3 1 46 50 8 10 N/A N/A N/A N/A N/A N/A N/A N/A © B09 1 55 60 6 10 N/A N/A N/A N/A N/A N/A N/A NiA44. W42H1 DC00, COZ 1 14 20 12 12 N!A N/A WA WA N/A N/A .%, 51/Y�er �a C06 460-3 1 23 25 10 10 N/A N/A N/A N/A N/A N/A T19/h\ OO C09 1 27 30 10 10 N/A N/A N/A N/A N/A N/A (' Rige) ° N/A W48H1 DA00, AOZ 1 38 50 8 10 N/A N/A N/A N/A N/A N/A N/A N/A A05 230/208-1 1 or 2 64 80 6 8 38 26 50 30 8 10 10 10 0 A10 1 or 2 90 90 3 8 38 52 50 60 8 6 10 10 W48H1 DBOO, BOZ 1 29 35 8 10 N/A N/A N/A N/A N/A N/A WA N/A''' S 806 230/208-3 1 47 50 8 10 N/A N/A N/A N/A N/A N/A N/A NtA.C1 m B09 1 56 60 6 10 N/A N/A N/A N/A N/A N/A N/A N/A W48H1 DC00, COZ 460-3 1 14 20 12 12 N/A N/A WA WA N/A N/A N/A N/A O C09 1 27 30 10 10 N/A N/A N/A N/A N/A N/A N/A N/A W60H1 DA00, AOZ 1 41 60 8 10 N/A N/A N/A N/A N/A N/A N/A WA A05 230/208-1 1 or 2 67 80 4 8 41 26 60 60 8 10 10 10 0) A 1 0 1 or2 93 100 3 8 41 52 60 60 8 6 10 10 W60H1 DBOO, BOZ 230/208-3 1 28 40 8 10 N/A N/A WA N/A N/A N/A N/A WA © B09 1 55 60 6 10 N/A N/A N/A WA N/A N/A N/A WA W60H1 DC00, COZ 460 1 15 20 12 12 N/A N/A N/A WA N/A N/A N/A N/A O C09 1 28 30 10 10 N/A N/A N/A N/A N/A N/A N/A N/A (1) Maximum size of the time delay fuse or HACR type circuit breaker for protection of field wiring conductors. (') Based on 75°C copper wire. All wiring must conform to NEC and all local codes. 0.) Maximum KW that can operate with heat pump on. These "Minimum Circuit Ampacity" values are to be used for sizing the field power conductors. Refer to the National Electrical Code (latest version), article 310 for power conductor sizing. CAUTION: When more than one field power conductor circuit is run through one conduit, the conductors must be derated. Pay special attention to note 8 of table 310 regarding Ampacity Adjustment Factors when more than 3 conductors are in a raceway. Form No. S3398-1009 Supersedes S3398-809 Page 11 of 16 ESP in H2O W18H1 W24H1 W30H1 W36H1 W42H1 W48H1 W60H1 High Speed Dry/Wet Coil Low Speed Dry/Wet Coil Single Speed Dry/Wet Coil High Speed Dry/Wet Coil Low Speed Dry/Wet Coil High Speed Dry/Wet Coil Low Speed Dry/Wet Coil 0 1 .2 3 4 .5 1020/975 750/700 1020/975 1395/1315 950/935 1885/1800 1650/1600 960/905 735/675 960/905 1340/1270 930/915 1770/1665 1550/1500 865/800 710/650 865/800 1285/1190 910/885 1635/1550 1450/1400 820/735 660/600 820/735 1205/1100 855/830 1500/1400 1350/1300 735/650 605/550 735/650 1110/1000 800/755 1370/1285 1300/1175 615/535 540/490 615/535 1005/870 -/- 1250/1150 -1- High Speed Dry/Wet Coil 2200/2000 2100/1900 2000/1800 1875/1700 1775/1600 1650/1475 Low Speed Dry/Wet Coil 1600/1450 1525/1375 1465/1200 -1- -1- -1- Above data is with 1" standard throwaway filter and 1' washable filter. For optional 2" pleated filter - reduce ESP by .15 in. See installation instructions for maximum ESP information on various KW applications. Speeds marked "bold" above are Factory Connected. s ss ZIP,,? Nominal KW &...... ,..Wi,.. ;+ .. At 240V (1) `kb-�, t s -z..., .,:a ... .r ff. ��w. „a : At 208V (1) a ,a$-e"qtt .., j, ..,f4, ':5a At 480V (2) ff�.,.�sL ,, c,' At 460V (2) KW 1 -Ph Amps 3 -Ph Amps Btuh KW 1 -Ph Amps 3 -Ph Amps Btuh KW 3 -Ph Amps Btuh KW 3 -Ph Amps Btuh 4.0 4.0 16.7 WA 13,652 3.00 14.4 EHW24H-B06 10,239 EHWH24B-006 6 EHWH30-A05 5 EHWHO3-B06 5.0 5.0 20.8 W30H1EHWH30-A10 17,065 3.75 18.0 9 12,799 9 6.0 6.0 14.4 20,478 4.50 6 12.5 15,359 6.0 7.2 20,478 5.52 6.9 18,840 8.0 8.0 33.3 15 27,304 6.00 28.8 15 20,478 EHWH42-A05 5 EHWHO5-B06 6 EHWH42-006 6 9.0 9.0 10 21.7 30,717 6.75 9 18.7 23,038 9.0 10.8 30,717 8.28 10.4 28,260 10.0 10.0 41.7 6 9 34,130 7.50 36.1 EHWH42-A10 25,598 EHWHO5-B15 * 15 EHWHO5A-C15 15 EHWH42-A15 * 15.0 15.0 62.5 36.1 51,195 11.25 54.1 31.2 36,396 15.0 18.0 51,195 13.80 17.3 47,099 18.0 18.0 EHWHO5A-009 43.3 61,434 13.50 10 15 37.5 46,076 18.0 21.7 61,434 16.56 20.8 56,519 20.0 20.0 83.3 68,260 15.00 72.1 51.195 (1) These electric heaters are available in 230/208V units only. (2) These electric heaters are available in 480V units only. • Designed for adding Electric Heat to 0 KW Units • Circuit Breaker Standard on 230/208V Models • ETL US & Canada Listed • Toggle Disconnect Standard on 460V Models Heat Pump Models -A00 Models 230/208-1 -B00 Models 230/208-3 -000 Models 460-3 Heater Model # KW Heater Model # KW Heater Model # KW EHWHO2A-A04 4 W18H1 EHWHO2A-A08 8 N/A WA W24H1 EHW24H-A04 EHW24H-A08 4 8 EHW24H-B06 6 EHWH24B-006 6 EHWH30-A05 5 EHWHO3-B06 6 EHWCO3A-006 6 W30H1EHWH30-A10 10 EHWHO3-B09 9 EHWC03A-009 9 EHWHO3A-C15 * 15 EHWH36-A05 5 EHW36H-B06 6 EHWCO3A-006 6 W36H1 EHWH36-A10 10 EHWHO3-B09 9 EHWCO3A-009 9 EHWH36-A15 * 15 EHW36H-B15 * 15 EHWHO3A-C15 * 15 EHWH42-A05 5 EHWHO5-B06 6 EHWH42-006 6 W42H1 EHWH42-A10 10 EHWHO5-B09 9 EHWHO5A-009 9 EHWH42-A15 * 15 EHWHO5-B15 * 15 EHWHO5A-C15 * 15 EHWHO4-A04 EHWH42-A05 4 5 EHWHO5-B06 EHWHO5-B09 6 9 EHWHO5A-009 9 W48H1 EHWH42-A10 10 EHWHO5-B15 * 15 EHWHO5A-C15 15 EHWH42-A15 * 15 EHWO5H-B18 * 18 EHWHO4-A20 * 20 EHWHO4-A05 5 EHWHO5-B09 9 EHWHO5A-009 9 W60H1 EHWHO4-A10 EHWH04-A15 * 10 15 EHWHO5-B15 * EHWH04-818 ` 15 18 EHWHO5A-C15 * 15 EHWHO4-A20 * 20 NOTE: Field installed heater packages are not approved for use with top supply opening models. * Not available for dehumidification models. Form No. S3398-1009 Supersedes S3398-809 Page 12 of 16 Model D.B./W.B. p Cooling Capacity 75°F 80°F 85°F 90°F 95°F 100°F 105°F 110°F 115°F - -- 120°F 75/ 62 Total Cooling Sensible Cooling 17,900 14,300 17,000 16,200 15,300 14.300 13,500 12,600 11,700 10,800 9.900 13,900 13,600 13,200 12,800 12,400 12,000 11,600 10,800 9,900 80/ 67 Total Cooling Sensible Cooling 19,100 13,800 18,500 13,600 17,900 13,400 17,200 13,200 16,400 12,900 15,700 12,600 14,800 12,300 13,900 11,900 13,000 11,600 12,000 11,200 W18H1 85/ 72 Total Cooling Sensible Cooling 22,800 21,700 20,600 19,500 18,300 17,200 16,000 14,800 13,700 12,500 14,200 13,800 13,500 13,100 12,700 12,200 11.800 11,200 10,700 10,200 75/ 62 Total Cooling Sensible Coohng 27,100 25,100 23,400 21,800 20,400 19,300 18,300 17,400 16,700 16,000 20,700 19,800 19,000 18,300 17,700 17,100 16.600 16,100 15,700 15,300 80/ 67 Total Cooling Sensible Cooling 28,900 27,300 25,900 24,600 23,400 22,400 21,500 20,700 20,000 19,400 W24H1 20,000 19,400 18,800 18,300 17,800 17,400 17,000 16,600 16,300 16,000 85/ 72 Total Cooling Sensible Cooling 34,500 31,900 29,800 27,800 26,000 24,500 23,200 22,100 21,000 20,200 20,500 19,700 18.900 18,200 17,500 16,900 16.200 15.600 15.000 14.500 75/ 62 Total Cooling Sensible Cooling 31,900 30,300 28,800 27,400 26,000 24,700 23,400 22,200 21,000 19,800 24,800 24,200 23,700 23,000 22,400 21,700 21,200 20,400 19,800 19,100 80/ 67 Total Cooling Sensible Cooling 34,000 33,000 32,000 30,900 29,800 28,700 27,600 26,400 25,200 24,000 W30H1 24,000 23,700 23,400 23,000 22,600 22,100 21,700 21,100 20,600 20,000 85i 72 Total Cooling Sensible Cooling 40,500 38,600 36,800 34,900 33,100 31,400 29,800 28,100 26,500 25,000 24.600 24,100 23,500 22,900 22,200 21,400 20,700 19,800 19,000 18,100 75/ 62 Total Cooling Sensible Cooling 35,800 34,400 33,000 31,600 30,200 28,900 27,500 26,100 24,800 23,500 28,600 28,000 27,300 26,600 25,900 25,200 24,500 23,800 23,100 22,400 80/ 67 Total Cooling Sensible 38,200 37,500 36,600 35,700 34,600 33,600 32,400 31,100 29,800 28,400 W36H1 Cooling 27,700 27,400 27,000 26,600 26,100 25,600 25,100 24,600 24,000 23,400 85/ 72 Total Cooling Sensible Cooling 45,500 43,900 42,100 40,300 38,500 36,800 35,000 33,100 31,300 29,500 28,400 27,800 27.200 26,400 25,600 24,800 23,900 23,100 22,100 21,200 75/ 62 Total Cooling Sensible 46,500 43,600 41,000 38,700 36,600 34,900 33,200 32,000 30,800 29,900 Cooling 36,200 35,100 34,000 33,200 32,400 31,700 31,100 30,600 30,200 29,900 80/ 67 Total Cooling Sensible 49,600 47,500 45,500 43,700 42,000 40,600 39,200 38,100 37,100 36,200 W42H1 Cooling 35,100 34,400 33,700 33,200 32,700 32,200 31,900 31,600 31,400 31,300 85/ 72 Total Cooling 59,100 55,600 52,300 49,400 46,700 44,400 42,300 40,600 39,000 37,600 Sensible Cooling 36,000 34,900 33,900 33,000 32,100 31,200 30,400 29.600 28,900 28,300 75/ Total Coohng 49,200 46,800 44,500 42,300 40,100 38,000 36,000 34,000 32,100 30,200 62 Sensible Cooling 39,100 38.200 37,200 36,200 35,300 34,300 33,400 32,500 31,700 30,200 W48H1 80/ Total Cooling 52,500 51,000 49.400 47,800 46,000 44,300 42,400 40,500 38,600 36,600 67 Sensible Cooling 37,900 37,400 36,800 36,200 35,600 34,900 34,300 33,600 33,000 32,300 85/ Total Cooling 62,600 59,600 56,700 54,000 51,100 48,500 45,700 43,100 40,600 38,000 72 Sensible Cooling 38,800 38.000 37,000 36,000 34,900 33,800 32700 31,500 30,400 29.200 75/ Total Cooling 56,800 54,300 52,000 49,600 47,000 44,600 42,100 39,700 37,100 34,500 62 Sensible Cooling 43,800 42,700 41,600 40,400 39,300 38,100 37,000 35,800 34,700 33,400 W60H1 80/ Total Cooling 60,600 59,200 57,700 56,000 54,000 52,000 49,700 47,300 44,600 41,800 67 Sensible Cooling 42,500 41,800 41,200 40,400 39,600 38,800 37,900 37,000 36,100 35,000 85/ Total Cooling 72,200 69,200 66,300 63.200 60,000 56,900 53,600 50,300 46,900 43,400 72 Sensible Cooling 43,500 42,400 41,400 40,100 38,900 37,600 36,100 34,700 33,300 31,600 01 Below 65°F, unit requires a factory or field installed low ambient control. Capacity Multiplier Factors Return air temperature °F. % of Rated Airflow -10 Rated +10 Total BTUH 0.975 1.0 1.02 Sensible BTUH 0.950 1.0 1.05 Form No. S3398-1009 Supersedes S3398.809 Page 13 of 16 Model 0° 50 10° 15° 20° 25° 30° 35° 40° 45° 50° 55° 60° 65° W18H1 BTUH 4,700 6,000 7.300 8,500 9.500 10,200 11,000 11,700 13,800 15,800 17,400 18,700 19,900 21,200 WATTS 1,480 1,500 1,520 1,540 1.540 1.540 1.540 1,540 1,590 1.630 1.660 1,680 1,700 1,720 COP 0.94 1.18 1.41 1.62 1.81 1.95 2.10 223 2.55 2.85 3.08 327 3.43 3.62 W24H1 BTUH 8.400 10,000 11.700 13,400 14,300 14,700 15,100 15,500 19,100 22,600 25,000 26,700 28,400 30.000 WATTS 2,040 2,080 2,110 2,150 2,170 2,170 2,170 2,170 2.270 2.360 2,420 2,460 2,500 2,540 COP 1.21 1.41 1.63 1.83 1.94 1.99 2.04 2.10 2.47 2.81 3.03 3.19 3.33 3.47 W30H1 BTUH 10,200 12,200 14,200 16,200 17,700 18,800 19,900 21,000 24,400 27,700 30,200 32,200 34,200 36,200 WATTS 2,460 2,500 2,540 2.580 2,600 2.600 2,590 2,590 2,700 2,800 2,860 2,900 2,940 2,980 COP 1.22 1.43 1.64 1.84 2.00 2.12 2.26 2.38 2.65 2.90 3.10 3.26 3.41 3.56 W36H1 BTUH 13,100 15,400 ,17,800 20,100 21.500 22,300 23,100 23,900 28,500 33,200 36,400 38,800 41,100 43,400 WATTS 2,800 2,850 2,900 2,950 2.970 2,970 2,970 2,970 3,090 3,220 3,300 3,350 3,400 3,450 COP 1.38 1.59 1.80 2.00 2.13 220 2.28 2.36 2.71 3.03 3.24 3.40 3.55 3.69 W42H1 BTUH WATTS 15,400 3,460 18,200 3,540 21,100 3.620 23,900 3.690 25,400 3,740 26,100 3,760 26,700 3,780 27,400 3,800 33,500 3,960 39,600 4,130 43,700 4,240 46,600 4,320 49,400 4,390 52,200 4,470 COP 1.31 1.51 1.71 1.90 1.99 2.04 2.07 2.12 2.48 2.81 3.02 3.17 3.30 3.43 W48H1 BTUH 15,800 18,800 21,800 24,800 26,500 27,300 28,100 28,900 35,200 41,500 45,800 48,800 51,800 54.800 WATTS 3,560 3,620 3,670 3,730 3,750 3,760 3,770 3,770 3,900 4.030 4,110 4,160 4,220 4,270 COP 1.31 1.53 1.75 1.95 2.08 2.13 , 2.19 2.25 2.65 3.02 3.27 3,44 3.6 3.77 W60H1 BTUH 19,600 23,200 26,900 30,600 32,300 32,800 33,300 33,800 42,200 50.700 56,200 59,900 63,600 67.200 WATTS 4,320 4,410 4,490 4,580 4,620 4,630 4,650 4,660 4,850 5,050 5,170 5,260 5.340 5,430 COP 1.33 1.55 1.76 1.96 2.05 2.08 2.10 2.13 2.55 2.95 3.19 3.34 3.49 3.63 070°F DB indoor return air at rated CFM includes defrost operation below 45°. Form No. S3398-1009 Supersedes S3398-809 Page 14 of 16 Form No S3398-1009 SPaugpeersedes S3398-809 15 or 16 W MODEL NUMBER j CAPACITY 18 - 14 Ton 24 - 2 Ton 30 - 2% Ton 36 - 3 Ton 42 - 3V Ton 48 - 4 Ton 60 - 5 Ton 36 H HEAT PUMP 1 REVISION SPECIALTY PRODUCTS & 1 (Non -Standard) A 10 KW VOLTS & PHASE A - 230/208/60/1 B - 230/208/60/3 C - 460/60/3 VENTILATION OPTIONS (See Table Below) X COLOR OPTIONS X - Beige (Standard) 1 - White 4 - Buckeye Gray 5 - Desert Brown 8 - Dark Bronze FILTER OPTIONS X - 1 inch Throwaway (Standard) W - 1 inch Washable P - 2 inch Pleated X X E CONTROL MODULES (See Chart Below) COIL OPTIONS X - Standard 1 - Phenolic Coated Evaporato 2 - Phenolic Coated Condense 3 - Phenolic Coated Evaporate and Condenser OUTLET OPTIONS X - Front (Standard) T - Top (on W30H1 & W36H1 Models) C» For OKW and circuit breakers (230/208 volt) or toggle disconnects (460 volt) applications, insert OZ in the KW field of the model number. 0) Insert "D" for dehumidification with hot gas reheat. Not available for Model W18H. Reference Form 7960-576 for complete details. ��� .„ ",A�'�`i �"? i E 4�{ 3t� " MODELS 8 � �� �� ic�.k*...T��°�. W18H1, W24H1 �i.� +�' ✓5 v�S'`5� �`�+��� W30H1, W36H1 'i.s�'i�^ ''�3^ W42H1, W481-11, W60H1 Description Factory Installed Code No. Field Installed Part No. Factory Installed Code No. Field Installed Part No. Factory Installed Code No. Field Installed Part No. Barometric Fresh Air Damper - Standard X BFAD-2 X BFAD-3 X BFAD-5 Blank -Off Plate B BOP -2 B BOP -3 B BOP -5 Motorized Fresh Air Damper M MFAD-2 M MFAD-3 M MFAD-5 Commercial Ventilator - Spring Return w/Exhaust V CRV-2 V CRVS-3 V CRVS-5 Commercial Ventilator - Power Return w/Exhaust --- -- P CRVP-3 P CRVP-5 Economizer (Internal) - Fully Modulating E EIFM-2B E EIFM-3C E EIFM-5C Energy Recovery Ventilator - 230 Volt R ERVF-A2 R ERVF-A3 0 R ERVF-A5 O Energy Recovery Ventilator - 460 Volt R ERVF-C2 R ERVF-C3 OO IR ERVF-05 Door Kit for ERVF (Required) N/A WMDK2-* N/A WMDK3-* N/A WMDK5-* Intake and exhaust can be independently adjusted. * WMDK Door Kit must be ordered in addition to ERVF Assembly and color matched to unit ("X" = Beige; "4" = Buckeye Gray; "8" = Dark Bronze) Description Low Pressure Control OO High Pressure Control 0 Low Ambient Control and Relay Start Kit m Start Kit Outdoor Thermostat Factory Installed Code Number Field Installed Part Number STD STD X N/A STD STD • E STD STD • Q CMH -19 CMH -14A STD STD • • R STD STD • • S STD STD • • • T STD STD • Field Installed STD STD • Field Installed CMC -15 OO SK111 STD = Standard Equipment C) The high & low pressure controls are auto reset. Operating circuit includes a lockout feature and is resettable from the wall thermostat. All low pressure controls use a timed bypass circuit to prevent nuisance tripping during low temperature start-up. ( The low ambient control includes an 8201-008 (fan relay) and permits cooling operation down to 0°F. CG PTCR start kit can be used with all -A single phase models. Increases starting torque 2-3x. Not used for -B or -C three phase models. Do not use if SK111 is used. 8) Start capacitor and potential relay start kit can be used with all -A single phase models. Increases starting torque 9x. Not used for -B or -C three phase models. Do not use if CMC -15 is used. 9) The outdoor thermostat is adjustable from 0°F to 50°F. It is suitable for use as a compressor cut-off thermostat. NOTE: Standard heat pump control board has a 5 -minute compressor anti -short cycle timer. CLIMATE CONTROL SOLUTIONS Page 16 of 16 Bard Manufacturing Company, Inc. Due to our continuous product improvement Bryan, Ohio 43506 policy, all specifications subject to change www.bardhvac.com without notice. Before purchasing this appliance, read important energy cost and efficiency information available from your retailer. Form No. S3398 October, 2009 Supersedes S3398-809 REVIEWED FOR CODE COMPLIANCE APPROVED BAR 2 2 2013 SITES & HILL ENGINEERS, INC. Professional Engineers & Planners CIVIL, STRUCTURAL AND SURVEYING MFC FLEXIBLE STALL MODIFICATIONS SEATTLE, WA CALCULATIONS PREPARED FOR FSi CONSULTING ENGINEERS 811 1ST AVENUE, SUITE 300 SEATTLE, WA 98104 PREPARED BY Sitts & Hill Engineers, Inc. 4815 Center Street Tacoma, WA 98409 March 1, 2013 S&H Job Number 15,523 SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC FLEXIBLE STALLS MODIFICATIONS JOB: 15523 DESIGNED: MEB DATE: 3/1/13 CHECKED: DATE: PAGE 1_ OF 10 BASIS OF DESIGN SCOPE: 11-E5CALCUL/MONS APE F Op TNS M012IF ICATION5 511'. f3aING'5 MILITAP.Y ftIGN1 C�NT�I?, LOCATFP IN 11,1WILA, WA. BUILDING CODE: 2009 PITION TIS INTtI;NATIONAL 13UILPING COPS, LOADS: FOUNDATIONS: CONCRETE: DLr := 16psf CITW 5H L-1 ; I OOI InAL OAP DLw:= lOpsf 51-ELTt1? WALL PEAP OAP SL := 25psf POOF SNOW L0AI2 WIND; v := 85 mph WIND 5PM9, XPO5UII C Iw := 1.0 Kzt := 1 9a11ow 1500psf Pc := 2500psi fy := 60ksi Esti 29000ksi -Ems ALLOWA3L5OIL gAP.ING VALUE (A55UMW), MINIMUM CONC COMfl 55IV511 NGTN AT 28 PAYS. ASTM ANIS, GrAin 60 I?tINPOlCING 13/W5 SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC FLEXIBLE STALLS MODIFICATIONS JOB: 15523 DESIGNED: MEB DATE: 3/1/13 CHECKED: DATE: PAGE 2_ OF 10 CONDUIT TRAY MODIFICATIONS U5 767 ARI9I-ANS MAXIMUM C3?EAK-AWAY F31 -A51" LOAD FOF bt5IGN OF MO2IIICAtION OF 1-1 AY, — N 0 2 8 S o`3 133.E — 0.100252 3A08Y 1H01314 031311 - OftObD 3AOBV 1HSI3H 0 0 0 0 b CENTERUNE OF AIRPLANE 1231 — 314n1131N3'0 31,4V1d1J V *OW 25NV1S10 ae a 1 1 I I i0 0 0 0 S!l1L711 - 3NI1*I31K17 301V3dBIV 11O811 33NVISIO 6.1.9 PREDICTED JET ENGINE EXHAUST VELOCITY CONTOURS - HIGH BREAKAWAY THRUST MODEL 767-200,-200ER, 300,-300ER, -300 FREIGHTER (ALL ENGINES) D6-58328 SEPTEMBER 2005 163 SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC FLEXIBLE STALLS MODIFICATIONS JOB: 15523 DESIGNED: MEB DATE: 3/1/13 CHECKED: DATE: PAGE 3_ OF 10 MOM AIOVg, A 767 HAS A MAXIMUM 13 AK -AWAY J1 E LA5T OF vjb := 100 mph gib := 0.00256psf•Vjb2 gib = 25.6 psf Use qjb := 30psf USING 5' OF Vali-MY AnA 'fNnlCULAP, TO C3FAM: wuy := 1.61b•3ft wuy = 144 plf CAM 119,,AY I5 9-I 1 Wt2 C + / -) U520195F MAX PL, wux := 1.2.20psf • 9ft 2 STALL 80, SOUTH: wux = 108 plf FOM SUM, SPAN OF COLUMN TO I MOVW 15 65 -FT MINUS THS IN5T OF NNW COLUMNS L80 := 65ft — 2.5ft L80 = 55 ft wux = 108 plf Pux wux•65ft•0.5.2 Pux = 7.02 kip SST MAX Vm1CAL nnfLCTION TO THS L55N? OF L/ 360 Op 1" L80 360 = 1.83 in Use Amax := 1 in 131?Aa Wlnt fLANa5 TO SACI-1011-El? AT MAXIMUM OF 18 -FT L80,,:= 18ft SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC FLEXIBLE STALLS MODIFICATIONS JOB: 15523 DESIGNED: MEB DATE: 3/1/13 CHECKED: DATE: PAGE 4_ OF 10 BEAM DESIGN Weight of WF _ Pux•0.5•L80 65•plf•L802 Mu": 4 + 8 Muy 8 wuy• L80_y 2 MUy = 5.83 kip- ft Lby := Lgo_y Lby = 18 ft Mux = 72.84kip•ft Lbx L80 Lbx = 55 ft Try W2I x62: 4 Mpy := 81.4kip• ft Lr := 18.1 ft > Lby = 18 ft 4M := 333kip•ft Ix := 1330in4 OM= := 4Mrx Muy Mux — 0.29 OMpy OMroc SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC FLEXIBLE STALLS MODIFICATIONS JOB: 15523 DESIGNED: MEB DATE: 3/1/13 CHECKED: DATE: PAGE 5_ OF 10 POST Hpost 16f1 Pux = 7.02 kip L80 = 55 ft The maximum jet blast of' a 767 is not more than approximately 20 -ft wide, and the angle of cable traq to the planes precludes full -on loading. Conservatively, calculate load to post based on I/ 2 max width of maximum je blast. Puy := wuyL80•0.5 Puy = 3.96 kip Muy Puy'Hpost Try H55 8x8x1/ 2: BASE CONNECTION WLn TO COLUMN: Muy – 95.04 kip 8in Muy = 63.36kip. ft 4 Pn := 513kip (1)Muy := 154kip•ft Puy — = 0.01 4 Pn 95.04kip Puy + Muy – 0.42 < 1 O.K. 2.013n 4 Mny – 8.55 in Use one plate, minimum 12" long, with 1/ 4" fillet 1.39 kip •4.2 both sides, in Use minimum 16" between anchor bolts Muy – 23.76 kip per anchor bolt for 2 bolts each side of' connection 16in• 2 Puy = 0.99 kip 4 shear per bolt - not critical 0.75.0.75.75ksi•0.785in2 = 33.12 kip 1 " dia Grd 55 SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC FLEXIBLE STALLS MODIFICATIONS JOB: 15523 DESIGNED: MEB DATE: 3/1/13 CHECKED: DATE: PAGE 6_ OF 10 FOOTING FOOTING I2IMgN510N5 Lftg := 12ft Wftg := 811 tftg := 1.5ft Whig := Lftg Wftgtftg 150pcf Wtftg = 21.6 kip OTM := MuY 1.6 OTM = 39.6 kip -ft (PuyRTM:= + Wtftg •0.6•Lftg0.5 1.2 RTM = 89.64 kip•ft New footing is doweled into existing SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC FLEXIBLE STALLS MODIFICATIONS JOB: 15523 DESIGNED: MEB DATE: 3/1/13 CHECKED: DATE: PAGE 7_ OF 10 CREW SHELTERS Ua 767 AI1—ANHIGH AWAY If 11f11511-0Al2 CP5IGN CTW 5a -1N:5 INt2I Cf) , A 767 HA5 A MAXIMUM ,.e1" ft -A51" Ai HIGH I3t AK AWAY OF Vjbh_•:= 100 mph Use 0.00256 sf • V gjb_h := P jb_2h gjb_h = 25.6 psf gjb_h 30psf CI W 51{1,1tV 12iMeN5101\15: Hcs := 12ft Les := 30ft Wes := 12ft DLr := 12psf Wtdm := 6kip DLw,:= 8psf DLf:= 15psf OTMcs 9jb_h.Les. Hcs.0.6•Hcs OTMCS = 77.76 kip ft Wt" := Les. Wes•(DLr + DLf) + Hes- (2. Les + 2. Wes). DLw, Wt" = 17.78 kip RTMeS := 0.6•(Wtes + Wtdm)' Wcs'0.5 RTMes = 85.62 kip. ft Vcs 9jb_h'Lcs'Hcs Ves = 10.8 kip µ := 0.2 1.1"FI 5 C I -0A171"0 11•0.9•(WteS + Wtdm) = 4.28 kip Use sliding resistance about short dimension Vcs_2 gjb_h•Wcs'Hcs VeS 2 = 4.32 kip Approx. 4,28kip - no sliding resistance necessaru about lona dimension SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC FLEXIBLE STALLS MODIFICATIONS JOB: 15523 DESIGNED: MEB DATE: 3/1/13 CHECKED: DATE: PAGE 8_ OF 10 betermine W8 to carrq building load during relocation Wfork := 8ft width between forklift forks 1-cs — Wfork lcs_bm2 lcs_bm = 11 ft Wtcs Wcs_bm Lcs•2 Wcs bm = 296.4 plf 2 M 1.25• Wcs_bm' lcs_bm M 22.42 ki ft csbm 2 cs_bm = p' 1,25 is for impact netermine required depth of' concrete; Wtdm = 6000 Ibf Wtdm — 6.26 in (12ft — 8in)•7ft• 145pcf Use W801 min SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC FLEXIBLE STALLS MODIFICATIONS JOB: 15523 DESIGNED: MEB DATE: 3/1/13 CHECKED: DATE: PAGE 9_ OF 10 LAMP POST REINFORCING qjb = 30 psf Using an average 8" wide lamp post, reinforce with cable stags at 25 -ft: gib- 8in•[25ft•0.5 + (40ft — 25ft)] = 550 lbf Cable is at approx. I5 -ft from base: Tcbl = 5501bf • ` (25ft)2 + (15ft)2 Weld: 15ft Tcbl' 1.6 — 0.41 in 1.39 kip •3 in Tcbl = 1069.01 lbf Conservativelq take all load into one of two cables. Use 5/ 8" 1x19 galvanized IWRC Wire pope (13reak strength - 14,A001b) 5/ 4" shackle ( 2) 5/ 8" wire rope clips per end thimble Bearing: 0.75.1.5.1 in•0.375in• 58ksi = 24.47 kip > Tcbl• 1.6 = 1.71 kip 0.75.2.4.0.875in•0.375in•58ksi = 34.26 kip SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC FLEXIBLE STALLS MODIFICATIONS JOB: 15523 DESIGNED: MEB DATE: 3/1/13 CHECKED: DATE: PAGE 10 OF 10 FOD FENCING PI LIMINAP.Y 19 SIGN F013 FENCING; Use 6 -ft high chain-link fencing on top of ecol ogq blocks with filter stole privacq fabric, From chain link fence wind load guide for: hfence 6ft S := 5.2 Factor frau Table 4 for 100mph wind and 2-7/ 8" 019 Schedule 40 Pipe With Fabric, assume cAnet 0.85 Cfl := 1 Cfl = 1.18 Adapted from fable 10 cAnet C f2 := 0.67 From fable 11: Wind xposure Categorq C e f3 := 1.00 From fable 12: No icing of fence estimated Line Post Spacing: S':= S•Cfl•Cf2•Cf3 Fined applied forces at base of post: From chain link fence wind load guide: Anet sfence'hfence'cAnet fence 20.44psf S'=4.1 use Anet = 20.4 ft2 From fable 14: IOOmph wind, Fxposure C 1 Pfence = 'Anet'9fence Cfi 2 hPfence 'hfence Mfence Pfence•hPfence Pfence = 0.35 kip per fence post cologq block sliding: hPfence = 4 ft Mfence = 1.42 kip. ft Mfence 2ft sfence 4ft 20001bf • 0.3 = 600 Ibf cologq block uplift (I5 - 1.5) 20001bf — 0.71 kip < — 1.33 kip 1.5 10-01-2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director JOHN MURDOCH PO BOX 3707 M/C 89-14 SEATTLE WA 98124 RE: Permit No. D13-090 BOEING MILITARY FLIGHT LINE 10002 EAST MARGINAL WY S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/26/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/26/2013, 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, Bill Rambo Permit Technician File: Permit File No. D13-090 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-090 DATE: 03-13-13 PROJECT NAME: BOEING MILITARY FLIGHT LINE SITE ADDRESS:. 10002 EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision ;# After Permit Issued DEPARTMENTS: 3 tiuilding'Division Public Woirt 1 n Ik ?41 i3 Sri 0/A-- Fire /A- Fire Prevention ip Planning Division Structural n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 03-14-13 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04-11-13 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 PLAN REVIEW CHECKLIST - (Nonstructural) By: Date: 7 2/—/7 Permit App. p/7 -DO IBC Edition & State Amend. Project title:Jei i lac c)170y4-f +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 /&"-- Determine the type of construction of the building in accordance with Chapter 6. Igo Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Ce Review for conformity with General building height and area limitations in accordance with Chapter 5. (jr^ Review for conformity with special detailed requirements based on use and Occupancy. R- . Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. (�- Review for conformity with requirements for fire protection systems of Chapter 9. Review for conformity with requirements for means of egress requirements of Chapter 10 '' Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 /'f Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. Contractors or Tradespeople P r Friendly Page General/Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite/Apt. City State Zip County Business Type Parent Company BOEING COMPANY, THE 3125442535 100 N Riverside M/C 5003-4027 Chicago IL 606061596 Out Of State Corporation UBI No. 178005030 Status Active License No. BOEINC'294ML License Type Construction Contractor Effective Date 7/13/1971 Expiration Date 1/18/2015 Suspend Date Specialty 1 General Specialty 2 Unused Business Owner Information Name Role Effective Date Expiration Date MCNERNEY, W (JAMES) President 02/07/2013 Amount LOHR, MICHAEL Secretary 02/07/2013 HDOG27012905 WOLTER, CHRISTOPHER Treasurer 02/07/2013 READ, PAUL Secretary 01/01/2001 02/07/2013 SHRONTZ, F A Secretary 01/01/1980 02/07/2013 GIVAN, B E Secretary 01/01/1980 02/07/2013 KING, C G Secretary 01/01/1980 02/07/2013 BEIGHLE, D P Treasurer 01/01/1980 02/07/2013 COLLINS, T J Treasurer 01/01/1980 02/07/2013 BUDINICH, T M Treasurer 01/01/1980 02/07/2013 WOODARD, R B Treasurer 01/01/1980 02/07/2013 CRUZE, D D Treasurer 01/01/1980 02/07/2013 CONDIT, P M Treasurer 01/01/1980 02/07/2013 Bond Information Bond Company Name FEDERAL INS CO Bond 5 Pagel of 2 Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 81312466 01/01/2002 Until Cancelled $12,000.00 01/14/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 25 Ace American Insurance Company HDOG27012905 10/01/2012 10/01/2013 $10,000,000.00 10/02/2012 24 Ace American Insurance Company HDOG255200500 10/01/2011 10/01/2012 $10,000,000.00 09/20/2011 23 ACE AMERICAN INS CO HDOG25520051 10/01/2010 10/01/2011 $10,000,000.00 09/30/2010 22 ACE AMERICAN INS CO HDOG24934780 10/01/2009 10/01/2010 $10,000,000.00 09/22/2009 21 ACE AMERICAN INS CO HD0G23732841 A 10/01/2007 10/01/2009 $5,000,000.00 09/26/2008 20 ACE AMERICAN INS CO HDOG21734378 10/01/2006 10/01/2007 $5,000,000.00 09/25/2006 httns://fortress_wa. iry/lni/hhin/Printasnx 03/22/2013 THE 13 -YARD fifiE//VG COMPANY SUPPORT SERVICES GROUP MFC FLEXIBLE STALL MODIF BOEING DEVELOPMENTAL CENTER 10,002 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 VICINITY MAP FRIM DOWNTOWN SEATTLE ❑ n 14-01 7-127 c'''.,.AIRPORT KING COUNTY OFFICE CENTER (FAA) 900 M, E�M-111.11 99 EXIT 158 a EXIT 99 EAST MARGINAL WAY CORPORATE PARK 599 TUKWILA REVISIONS No changes shall be made to the scope of work without prior approve! of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FROM KENT & AUBURN 157 900 DEVELOPMENTAL CENTER No. SCALE CODE SUMMARY TYPE OF APPLICATION: ❑ NEW E ALTERATION ❑ ADDITION ❑ TENANT IMPROVEMENT PROJECT DESCRIPTION: THE WORK FOR THIS PROJECT GENERALLY CONSISTS OF, BUT NOT LIMITED TO, THE FOLLOWING: • POWER ISLAND REMOVALS, MODIFICATIONS AND INSTALLATIONS • STRUCTURAL MODIFICATIONS ON POWER ISLAND TRELLIS • CREW STATION INSTALLATIONS (FOUNDATION ONLY - NEW BUILDINGS L&I GOLD SEAL) • TEMPORARY SECURITY AND CONSTRUCTION FENCING • PROCURE AND INSTALL NEW AIRCRAFT BLAST FENCING CODES:. 2:009 INTERNATIONAL BUILDING CODE & WAC 51-50 2009 INTERNATIONAL MECHANICAL CODE & WAC 51...--52 2009 INTERNATIONAL FIRE CODE & WAC 51-54 CURRENT WASHINGTON STATE ENERGY CODE WAC 51-11 CURRENT CITY OF TUKWILA ZONING ORDINANCES CONTRACTOR & STATE NUMBER : THE BOEING CO BOE I NC SIE 294ML(OV2009 ) BOEING PROJECT ENGINEER. THOMAS HANSON AIA @ 206-947-4880 BOEING CONTACT: JOHN MURDOCH PHONE-, 253-773-0444 'FAX NUMBER : 253-773-0 119 E-MAIL: Iohn,s,murdoch@boeinq,com OCCUPANCY GROUP' N/A CONSTRUCT I ON TYPE 1 N/A ZONING:ALLOWABLE AREA INCREASE N/A OCCUPANT LOAD: (ALLOWABLE) NO CHANGE FLOOR (TABLE 10-A) OFFICES OCC • S T ORAGF OCC LABORATORY OCC, CANOPY OCC. OTHER OCC AREA: (ACTUAL) NO CHANGE BLDG GROSS • TUNNEL FIRST FLOOR 1ST FLR MEZZ 2ND FLOOR 2ND FLOOR ME77 PROJECT AREA SQ.FT SQ FT SQ F.1:. SO FT SQ FT SO F T SO FT • -BUILDING HEIGHT': (ACTUAI ) STORIES: MEZZANINE ?❑ (YES) 11 (NO) SQ ,.: T :FIRE PROTECTION: SPR I NKLE:RE:[) THROUGHOUT PER NFPA I::S (YES) ❑ (NO) SEPARATION EXTERIOR WALL (NON-BEARING) HOUR RATING EXTTER I OR WAIL (BEAR 1 NC) HOUR RATING • INTERIOR• WALL (NON-BEARING) HOUR RATING I NITER 1 OR WALL (BEAR I NC) HOUR RATING. DEMOUNTABLE. PARTITION; HOUR RATING STRUCTURAL FRAME HOUR RATING FLOOR,/CE L I NG( HOUR RATING "ROOF CONSTRUCTION HOUR RATING SEISMIC DESIGN: ZONE "D" .DESAGN LOADS: (CHAPTER 16)) ROOF: LIVE (SNOW) (PS(:) •SLOOP: OFFIC1- •(P,r) 11ECL. ; STOR (PSF ) STA I P3) (ESE) CONCENTRATED. WIND: E:XPOSURF 90 MPH, EXPOSURE C CATION REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2013 City of a wila BUILDIN ISION DRAWING INDEX ARCHITECTURAL - CIVIL DRAWING NUMBER REV DRAWING TITLE 13—YRD—G1 ORIG GENERAL PROJECT NOTES 13—YRD—G2 ORIG GENERAL STRUCTURAL NOTES 13-YRD—C1 ORIG -COMPOSITE SITE PLAN 13.-..-YRD-.-C I OAR ORIG • ENLARGED REMOVAL PLAN 137YRD.._CIIAR OR1G 13-YRD-CIOA ORI( ENLARGED REMOVAL - PLAN ENLARGED TOPOGRAPHIC SURVEY 13-YRD-CI IA ORIG ENLARGED TOPOGRAPHIC SURVEY 13—YRD—C220 13—YRD—C221 13-YRD-1A10 ORIG ORIG A ENLARGED LAYOUT AND CHANNELIZATION PLAN ENLARGED LAYOUT AND CHANNELIZATION PLAN FLOOR PLAN & RE FE I.ECTED CEILING PLAN' 3-YRD-1A60 A ELEVATIONS 13 YRD - I A500 A DETAILS - STRUCTURAL DRAWING NUMBER REV DRAWING TITLE 13—YRD—S503 13—YRD—S504 13—YRD-S505 13—YRD-S506 ORIG CABLE TRAY PARTIAL PLAN AND ELEVATIONS ORIG BLAST DEFLECTOR FOUNDATION SECTIONS ORIG SCHEM. CR. SHELT. BASE PLAN & FOUND. DET. ORIG LIGHT POST ELEVATION AND DETAILS SEPAR REQUIRED FOR Moohani al Elscsinal Plumbing Gas Piping City of Tukwila BUILl)1N DIVISION u ro'io CODES AND PERMITS PROJECT TITLE: MFC FLEXIBLE STALL MODIFICATIONS QUANTITY SUBMITTED: ® 2 SETS: GENERAL PERMIT (SHELL & CORE) OR STRUCTURAL TENANT ❑ 4 SETS: TENANT IMPROVEMENT (NON-STRUCTURAL) ❑ 3 SETS: FIRE PROTECTION/SPRINKLERS ❑ 2 SETS: TENANT IMPROVEMENT (REVISION) SUBMITTED FOR PERMIT & REVIEW: 11 BUILDING ❑ GRADING ❑ PLUMBING ❑ LANDSCAPE D MECHANICAL ❑ DEMOLITION . STRUCTURAL ❑ - * TO BE REVIEWED UNDER SEPARATE PERMIT WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE -APPROACHES COMPLIANCE OPTION ❑ PRESCRIPTIVE ❑ LPA ❑ ANALYSIS %. N/A SPECIAL INSPECTIONS REQUIRED: ■ El WELD REBAR STRUCTURAL BOLTING OTHER CALCULATIONS TYPE. STRUCTURAL JOB NUMBER: #16850 IMPROVEMENT ❑ ELECTRICAL ❑ FIRE PROTECTION ❑ CANTILEVER RACKS ❑- . CONCRETE ❑ ANCHOR BOLTS ❑ STRUCTURAL OBSERVATION ATTACHED X (YES) (NO) DRAWING INDEX MECHANICAL DRAWING NUMBER REV DRAWING TITLE 13-YRD-CO. C 13-YRD-MIOR ORIG 13---YRD--M I I R ORIG 13---YRD..._MIO OR1G 13 YR D -M1 1 ORIG 13-YRD-M518;, TITLE SFIEET MECHAN I CAI.... PLAN - REMOVAL MECHANICAL PLAN --- REMOVAL. MECHANICAL PLAN. 'MECHANICAL PLAN AIR L I NE LAYOUTS AND DETA I I....S Plan review approval Is subject to arras antomfastont Approval of'construction 'documents does not authr, 9 thc v olaf of an ; = dopted code or ordinance. Rec a pt i8 City Of Tiikwila BUILDING DIVISION ELECTRICAL DRAWING NUMBER REV DRAWING TITLE 1 3-YRD-r 31 OR A 13 -_YRD E31 I R A 13-YRD-17312R A 13 -YD -E541 -1R A 13-,YD--E541--2R -13..--YD....-E 54 -.-- A 13.......YD-....E546R D 1 3-YD-E55OR C 1 3-YD-E58 A 13--YD--E5$3--2R A I3:-_YD--E584R • B I.3 YRD-E60 L3-YRD-E:62 I3 -YD -E54 I3 -YD -E541-2 13 -YD -E543--2 A 3-YD-E5x16 C: 13 -YD -E550 C 13 -YD --E583--- I A I3 -YD -E583-2 13 YD --E584 ELEC.TOGAL SITE. PLAN - REMOVAL ELECTRICAL SITE PLAN -- REMOVAL ELECTRICAL- SITE PLAN - REMOVAL... 733/75N PWR ISLAND NORTH ELEV - REMOVAL. 73S/75N PWR ISLAND SOUTH ELEV --REMOVAL 7IN PWR'ISLAND --- SOUTH ELEV REMOVAL DETAILS FOR 3/75 REMOVAL. DETAILS FOR 71/72 REMOVAL 8OS POWER ISLAND NORTH .ELEVATION REMOVAL 80S POWER ISLAND SOUTH ELEVATION REMOVAL DETAILS FOR SERVICE ISLAND 80S. ELECTRICAL SITE PLAN EL..ECTRICAI.... SITE:: PLAN • 735/75N PWR ISLAND NORTH ELEV 73S/75N PWR ISLAND SOUTI-I ELEV 71 N PWR ISLAND --- SOUTH ELEV DETAILS FOR 73/75 -DETAILS'FOR .71/72 80S POWER ISLAND NORTH ELEVATION 80S POWER ISLAND SOUTH ELEVATION B 13....-YRD..-E310 13-YRD-E310-G&C 13-YRD-E3I2-C&C 1.3-YRD-- 1 E60 DETAILS FOR SERVICE ISLAND 80S ELECTRICAL SITE PLAN ELECTRICAL GROUNDS & COMM, SITE PLA ELECTRICAL SITE PLAN ELECT 'A ®' ') S & COMM. SITE PI E!*!EC AL IT AN. - ELEC CAL. ,RO IDS & COMM.• SITE P['� CREW SHELTER POWER PLAN & ELEV, (TYP) PROJECT T I TLE :MFC FLEXIBLE STALL MODIFICATIONS SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE M.F.C. BLAST FENCE RELOCATION #588142-00 S. CHO T. HANSON 12.16.08 A PER CITY COMMENTS S. CHO T. HANSON 03.09.09 B FOR FABRICATION & INSTALLATION S. CHO T. HANSON 05.28.09 C MFC FLEXIBLE STALL MODIFICATIONS 16850 FSi RED 02.15.13 Q�BOE/NG° ACCEPTAB LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVE APPROVED BY DEPT. DRAWN D. DAQUEL DATE 02.15.13 CHECKED APPROVED M. BOCK ENGINEER DATE M. BOCK CHECKED L. LINDELL 03.01.13 03.01.13 03.01.13 'SUBTITLE CURRENT REVISION SYMBOL DATE . COVER SHEET 16850 Cjvirmitio03.01.13 SHEETOFTWONA APPROVED APPROVED TITLE MFC FLEXIBLE STALL MODIFICATIONS 13 2013 GO 13 -YARD ARCHITECTURAL MASTER COL. DEVELOPMENT CENTER, WA JOB NO. 16850 DWG NO. 13—YRD—GO HANSONTW: 09/09/11 14:1 PROJECT NOTES 1. SPOT ELEVATIONS, UNDERGROUND UTILITIES, AND SURFACE FEATURES SHOWN ON THESE PLANS ARE AS SHOWN ON TOPOGRAPHIC MAPS PREPARED BY SITTS AND HILL ENGINEERS INC. FROM FIELD WORK GATHERED IN JANUARY 2013 UNDER JOB #15523.110. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING FEATURES, ELEVATIONS, AND PROPERTY LINES SHOWN. IF DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2. THE HORIZONTAL DATUM USED FOR THIS SURVEY IS WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE NAD 83/91. 3. THE VERTICAL DATUM USED FOR THESE PLANS IS NAVD88 AND IS BASED ON THE FOLLOWING BENCHMARK: CITY OF SEATTLE SNV-5296 BRASS CAP 25' S OF WHEELCHAIR RAMP AT SE CORNER OF INTERSECTION OF E MARGINAL WAY S AND S 96TH PL ELEVATION = 18.14' 4. BOUNDARY AND RIGHT OF WAY INFORMATION SHOWN HEREON WAS BASED ON KING COUNTY RECORD OF SURVEY RECORDING NO. 20080422900001 AND DRAWING 170-109 Al, SHEET 7 OF 11 OF DEVELOPMENTAL CENTER PLANS DATED 5-24-63. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL ON-SITE AND SHALL COORDINATE THEIR ACTIVITIES WITH THE OWNER AND ENGINEER A MINIMUM OF TWO (2) WEEKS IN ADVANCE OF THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION. SHUTDOWN OF OWNER OPERATION OR ACCESS WILL NOT BE PERMITTED. A MINIMUM OF ONE LANE SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. 6. THE LOCATION OF ALL UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTING UTILITIES PRIOR TO EXCAVATION. TO LOCATE UTILITIES, CALL THE UNDERGROUND LOCATE LINE AT 1-800-424-5555. 7. WHERE CONFLICTS OCCUR BETWEEN EXISTING FEATURES AND THE PLACEMENT OF NEW FACILITIES, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE CONTRACTOR, AND WILL BE RESOLVED BY THE ENGINEER. 8 THE CONTRACTOR FOR THIS PROJECT SHALL MAINTAIN A CLEAN, LEGIBLE SET OF THESE PLANS AND NOTE ALL DEVIATIONS THEREON. UPON COMPLETION OF CONSTRUCTION, THESE DRAWINGS SHALL BE DELIVERED TO THE ENGINEER FOR THE PREPARATION OF RECORD DRAWINGS: 9. THE CONTRACTOR SHALL HAVE THE FOLLOWING DOCUMENTS AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION: 9.1. CURRENT COPY OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (PUBLICATION M21-01) 9.2. 2012 EDITION OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (PUBLICATION M41-10) 9.3. FOURTH EDITION (2010) CITY OF TUKWILA PUBLIC WORKS DEPARTMENT INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS 10. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT TO PREVENT UTILITY INTERRUPTION. NOTIFY THE BOEING COMPANY ONE WEEK IN ADVANCE OF EACH UTILITY CONNECTION. 11. PRIOR TO BIDDING, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAKE ALL NECESSARY SITE INSPECTIONS AND DETERMINATIONS OF ITEMS AND QUANTITIES OF WORK TO ENSURE THAT ALL ITEMS OF WORK NECESSARY TO PERFORM A COMPLETE AND ACCEPTABLE JOB HAVE BEEN TAKEN INTO CONSIDERATION. FOREIGN OBJECT DEBRIS (FOD) AND POLLUTION PREVENTION 1. EQUIPMENT LUBRICATION AND FUELING OPERATIONS SHALL OCCUR AT AN OWNER APPROVED ON-SITE LOCATION. 2. PREVENT OILS AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER CONTAINMENT DEVICES. 3. ACCESS TO CONSTRUCTION IS VIA ADJACENT EXISTING PAVED STREETS. SWEEP DIRT FROM PAVING DAILY OR AS NEEDED. THE INTENT IS TO PREVENT DIRT AND DEBRIS FROM VEHICLES AND EQUIPMENT FROM BONG DEPOSITED ON BOEING -OWNED STREET AND CITY STREET PAVEMENT. 4. SPILL CLEANUP PROCEDURES SHALL BE POSTED ON-SITE. IN CASE OF A SPILL THAT MAY ENTER GROUNDWATER, SURFACE WATER, OR STORM DRAIN SYSTEM, CONTACT BOEING DISPATCH (206) 655-2222 OR PAUL YOUNT (206) 669-1490. SPILLS SHALL BE CLEANED UP IMMEDIATELY AND CONTAMINATED MATERIAL DISPOSED OF PROPERLY. THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ON-SITE FROM ENTERING THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE CONTAINMENT/SEPARATION ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES SHALL BE COORDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH APPLICABLE STORMWATER PERMITS. 6. THE CONTRACTOR SHALL CONDUCT A DAILY STORMWATER / ENVIRONMENTAL INSPECTION OF THE CONSTRUCTION SITE. SCOPE OF THE INSPECTION WILL BE COORDINATED WITH SITE ENVIRONMENTAL ENGINEERING. 7. THE CONTRACTOR SHALL FOLLOW ALL ENVIRONMENTAL AND OTHER REQUIREMENTS AS DEFINED IN THE BOEING SERVICE PROVIDER MANUAL (AVAILABLE UPON REQUEST). 8. CONTRACTOR SHALL SUBMIT FOD PREVENTION PLAN IN ACCORDANCE WITH FM ADVISORY CIRCULAR 150/5370-2E FOR REVIEW AND APPROVAL BY BOEING PRIOR TO IMPLEMENTATION. 9. REQUIRED DESIGN ELEMENTS FOR TEMPORARY FOD/SECURITY FENCING ARE SHOWN ON SHEET S506. CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL THE FOD/SECURITY FENCE DESIGN PRIOR TO PLACEMENT. PAINT STRIPING NOTES 1. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY STRIPING/SIGNAGE NECESSARY TO MAINTAIN SAFE VEHICLE AND PEDESTRIAN TRAFFIC. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING ALL LINES AND SYMBOLS OBSCURED BY HIS WORK TO THE SATISFACTION OF THE OWNER. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING STRIPING/SURFACE. 3. THE CONTRACTOR SHALL LAYOUT ALL PROPOSED PAINT STRIPING FOR OWNER'S REVIEW/APPROVAL PRIOR TO FINAL STRIPING. 4. COORDINATE STRIPING WITH THE BOEING COMPANY TO MATCH EXISTING STANDARD STRIPING. 5. ALL PAVEMENT MARKINGS FOR AIRCRAFT SHALL COMPLY WITH FM ADVISORY CIRCULAR 150/5370-10F, "STANDARDS FOR SPECIFYING CONSTRUCTION OF AIRPORTS". 6. ALL PAVEMENT MARKINGS NOT IDENTIFIED ABOVE SHALL COMPLY WITH THE FOLLOWING: 6.1 PAVEMENT MARKINGS SHALL COMPLY WITH WSDOT SPECIFICATION 9-34 AND SHALL BE APPLIED IN ACCORDANCE WITH WSDOT SPECIFICATION 8-22. 6.2 PAINT SHALL BE APPLIED IN TWO APPLICATIONS. THE TIME PERIOD BETWEEN APPLICATIONS SHALL BE IN ACCORDANCE WITH WSDOT SPECIFICATION SECTION 8-22.3(3). 6.3 PAINT SHALL BE TOP -COATED WITH GLASS BEADS PER WSDOT SPECIFICATION SECTION 8-22.3(3)G. DEMOLITION NOTES 1. REMOVE ALL DELETERIOUS MATERIAL FOUND ON-SITE INCLUDING VEGETATION, SCRAP WOOD, TRASH, ETC. AND DISPOSE OF AT AN APPROVED OFF-SITE LOCATION. • 2. AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN SIGNS, BARRICADES, FENCING, OR OTHER MEASURES TO ENSURE CONTINUOUS PROTECTION OF THE PUBLIC AND TO PREVENT UNAUTHORIZED ENTRY TO THE CONSTRUCTION AREA. 3. DAMAGE TO ANY PROPERTY, INCLUDING BUT NOT LIMITED TO, BUILDINGS, UTILITIES, VEHICLES, FENCING, OR LANDSCAPING AS A RESULT OF CONTRACTORS ACTIVITIES WILL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE TO ORIGINAL LOCATION AND ELEVATION. THE CONTRACTOR IS FINANCIALLY RESPONSIBLE FOR THE MAINTENANCE OR REPAIR OF OFF-SITE AND ON-SITE PAVED SURFACES WHERE DAMAGE HAS BEEN SUSTAINED BECAUSE OF CONSTRUCTION TRAFFIC. ALL PAINT SHALL BE REMOVED BY MECHANICAL MEANS. NO WATER BLASTING OR GRINDING IS ALLOWED. MECHANICALLY REMOVE PAINT DEBRIS PROMPTLY AFTER PAINT REMOVAL. CONSTRUCTION SEQUENCE COORDINATE ENTRY, 'SECURITY, TRAFFIC CONTROL PLAN, ENVIRONMENTAL PROCEDURES, FOD TRAINING, AND OTHER REQUIREMENTS WITH OWNER PRIOR TO BEGINNING WORK. MARK CLEARING LIMITS AND INSTALL FOD FENCING AT STALLS 71/73. INSTALL TRAFFIC CONTROL DEVICES. POST SIGN WITH NAME AND PHONE NUMBER OF SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 4. REMOVE FEATURES AS SHOWN ON REMOVAL PLANS. 5. CLEAN SURFACE OF CONCRETE PAVEMENT ADJACENT TO WORK AREA. 6. RELOCATE CREW SHELTERS, INSTALL UTILITY STANDS AND UTILITIES. 7. INSTALL PAINT MARKINGS AND SIGNAGE. 8. REMOVE FOD FENCING AND TRAFFIC CONTROL. 9. MARK CLEARING LIMITS AND INSTALL FOD FENCING AT STALLS 78/80. INSTALL TRAFFIC CONTROL DEVICES. 10. POST SIGN WITH NAME AND PHONE NUMBER OF SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 11. REMOVE FEATURES AS SHOWN ON REMOVAL PLANS. 12. CLEAN SURFACE OF CONCRETE PAVEMENT ADJACENT TO WORK AREA. 13. RELOCATE CREW SHELTERS, INSTALL UTILITY STANDS AND UTILITIES. 14. INSTALL PAINT MARKINGS AND SIGNAGE. 15. REMOVE FOD FENCING AND TRAFFIC CONTROL. 16. PROVIDE AS -BUILT DRAWINGS TO OWNER/ENGINEER FOR THE COMPLETION OF RECORD DRAWINGS. 17. PROCEED WITH PROJECT CLOSE-OUT. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2013 City of Tukwila BUILDING DIVISION b t3 ora ISSUED FOR PERMIT MARCH 1, 2013 CITYOFTUK t4Ak 13 2013) Pet:tuff 013) s SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I PHONE: (253) 474-9449 1 http://www.sItts-11111-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 15523 Project Mgr.: L.G.L. Proj. Engineer: W.J.J. Proj. Drafter: P.J.J. REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE g)L_Asusiewzma ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN P.JONES DATE 01.17.13 CHECKED W. JONES 01.17.13 SUBTITLE GENERAL PROJECT NOTES CURRENT REVISION SYMBOL DATE 02.15.13 APPROVED BY DEPT. DATE ENGINEER W. JONES CHECKED W. JONES 01.17.13 01.17.13 APPROVED APPROVED TITLE CIVIL MFC FLEXIBLE STALL MODIFICATIONS 13-YRD DEVELOPMENT CENTER, WA SHEET G1 JOB NO. 16850 COMP NO. DWG NO. 13=YRD-G1.DWG GENERAL STRUCTURAL NOTES (GSN) BUILDING CODE: 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH STATE OF WASHINGTON AND CITY OF TUKWILA AMENDMENTS SHALL BE USED AND SUPPLEMENTED WITH (ASCE) 7-05. LOADS: CABLE TRAY: DEAD LOAD = 20 PSF (INCLUDING FRAMING). JET BLAST (OTHER THAN BLAST DEFLECTORS): ALL COMPONENT STRUCTURES SHALL BE DESIGNED FOR THE 100MPH HIGH BREAKAWAY THRUST OF A 767, REPRESENTED BY A COMPONENT EQUIVALENT WIND LOAD = 30 PSF. BLAST DELECTORS: BLAST DEFLECTORS SHALL BE DESIGNED FOR THE MAXIMUM TAKE -OFF THRUST OF A 767 AIRPLANE (300 MPH EQUIVALENT WIND MIN.) WIND: WIND SPEED = 90 MPH, EXPOSURE C, IMPORTANCE FACTOR Iw = 1.0. SEISMIC: IMPORTANCE FACTOR le = 1.0 LATITUDE = 47.515; LONGITUDE = -122.294. SEISMIC SITE CLASS = D. Sds = 1.012, Sd 1 = 0.523. FOUNDATIONS: NEW FOOTINGS BEAR ON EXISTING CONCRETE RUNWAY SLAB. DESIGN SOIL BEARING VALUE = 1500 PSF (ASSUMED). CONCRETE: MINIMUM 28 -DAY STRENGTH OF ALL CONCRETE SHALL BE 4,000 PSI ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED. MAXIMUM SLUMP IS 4 1/2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL MAXIMUM WATER/CEMENT RATIO (W/C) SHALL BE 0.47. USE 1 1/2" MINUS COARSE AGGREGATE. PROVIDE AIR ENTRAINMENT (5% ± 1 %) IN CONCRETE EXPOSED TO FREEZE -THAW ACTION. ALL CONCRETE FLATWORK SHALL BE FIBER -REINFORCED. ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY SAWCUT CONTROL JOINTS, CONSTRUCTION JOINTS OR EXPANSION JOINTS, AS SHOWN ON THE FOUNDATION PLAN, SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 225 SQUARE FEET. FLY ASH, IF USED, SHALL BE LIMITED TO 18% OF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. REINFORCING STEEL FOR CONCRETE: USE ASTM A615, GRADE 60 (FY = 60 KSI), DEFORMED BARS FOR ALL BARS. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. ACI 318 SHALL APPLY. CLEAR CONCRETE COVERAGES AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED EARTH '3" EXPOSED TO EARTH OR WEATHER 6 OR LARGER 2" 5 AND SMALLER 1 1/2" COLUMNS (TO TIES) ' 1 1/2" BEAM (TO STIRRUPS) 1 1/2" FLAT SLAB 3/4" ALL OTHER PER ACI 318. LAP SPLICES IN CONCRETE: LAP SPLICES, U.N.O., SHALL BE CLASS "B" TENSION LAP SPLICES PER ACI 318. STAGGER SPLICES A MINIMUM OF (1) LAP LENGTH. ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE AND CORROSION. ALL SPLICE LOCATIONS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS SHALL BE PER ACI SP -66. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH STANDARD 90 -DEGREE HOOKS, U.N.O. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. ADHESIVE DOWELS: ALL ADHESIVE DOWELS SHALL HAVE CURRENT ICC APPROVAL FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE, SUCH AS HILTI HIT -RE 500 -SD (ICC' ESR -2322) AND SIMPSON SET -XP (ICC ESR -2508) OR APPROVED EQUIVALENT. FIBER REINFORCING: FIBER -REINFORCED CONCRETE SHALL CONTAIN 1.5 POUNDS PER CY FIBERS SUCH AS "FIBERMESH 300" POLYPROPYLENE FIBRILLATED FIBERS BY PROPEX CONCRETE SYSTEMS, OR APPROVED EQUIVALENT. ADD TO CONCRETE MIX PER THE MANUFACTURER'S INSTRUCTIONS. FIBERS SHALL CONFORM TO ASTM C1116, TYPE III. EVAPORATION REDUCER: CONFILM BY MASTER BUILDERS OR APPROVED EQUIVALENT. SPRAY APPLY IMMEDIATELY AFTER SCREEDING, 300 SF PER GALLON. CURING AGENTS: EUCLID SUPER FLOOR COAT OR SUPER DIAMOND CLEAR VOX OR PRE -APPROVED EQUIVALENT. AGENT MUST BE COMPATIBLE WITH SURFACE HARDENER. EXPANSION JOINT FILLER: BITUMINOUS TYPE CONFORMING TO ASTM D1751. CONTROL JOINT FILLER: SIKAFLEX 1A OR PRE -APPROVED EQUIVALENT. DRYPACK: DRYPACK SHALL BE 5,000 PSI NON -SHRINK GROUT, FIVE STAR ' OR EQUIVALENT. INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL DRYPACK UNDER BASE PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION. STRUCTURAL STEEL: ALL CONSTRUCTION SHALL BE PER AISC STEEL CONSTRUCTION MANUAL. ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS: WIDE FLANGE STEEL H -PILE STEEL HOLLOW SQUARE OR RECTANGULAR STEEL HOLLOW ROUND STEEL PIPE STEEL. ALL OTHER STRUCTURAL STEEL SHAPES• ASTM A992, GRADE 50• ASTM 572 • • • ASTM A500, GRADE B ASTM A500, GRADE B • ASTM A53, TYPE E OR S, GRADE B • • FY = 35 KS • • • ASTM A36 FY = 36 KS FY = 50 KS FY = 50 KS FY = 46 KS FY = 42 KS BOLTS: ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC., SHALL BE INSTALLED WITH STEEL WASHERS AT SLOTTED HOLES IN STEEL SECTIONS, U.N.O. ALL BOLTS SHALL CONFORM TO ASTM A325, U.N.O., AND SHALL BE INSTALLED AS BEARING -TYPE CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE (I.E. A TYPE "N" CONNECTION). HIGH-STRENGTH BOLTS SHALL BE SNUG -TIGHT, TYPICAL, U.N.O. ANCHOR RODS: ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, GALVANIZED, U.N.O. EXPANSION BOLTS: ALL EXPANSION BOLTS SHALL HAVE CURRENT ICC APPROVAL FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE, SUCH AS HILTI KWIK BOLT TZ (ICC ESR -1917) AND SIMPSON STRONG -BOLT WEDGE ANCHOR (ICC ESR -1771) OR APPROVED EQUIVALENT. BOLTS SHALL BE GALVANIZED OR STAINLESS STEEL. ADHESIVE ANCHORS: ALL ADHESIVE ANCHORS SHALL HAVE CURRENT ICC APPROVAL FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE, SUCH AS HILTI HIT -RE 500 -SD (ICC ESR -2322) AND SIMPSON SET -XP (ICC ESR -2508) OR APPROVED EQUIVALENT. THREADED RODS SHALL BE GALVANIZED OR STAINLESS STEEL. WELDING: WELDERS HOLDING VALID W.A.B.O. CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES SHALL PERFORM ALL WELDING. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS, U.N.O. FOR GRADE 60 REINFORCING BARS, USE E90 SERIES. ALL WELDING SHALL BE PER LATEST AWS STANDARDS. THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW: ALL FULL/COMPLETE PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. PROTECTIVE COATINGS FOR STEEL: BOLTS: ALL BOLTS SHALL BE GALVANIZED BY THE HOT -DIP GALVANIZING PROCESS IN ACCORDANCE WITH ASTM A153 OR BY COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL IN ACCORDANCE WITH ASTM B695. AFTER HOT -DIP GALVANIZING, ALL NUTS SHALL BE OVER TAPPED BY 0.021" TO ALLOW INSTALLATION OF GALVANIZED BOLTS. BOLT HOLES SHALL BE CLEARED OF EXCESS ZINC TO ALLOW THE SPECIFIED BOLT CLEARANCES. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE GALVANIZED AND THEN PAINTED. GALVANIZING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM A123 TO DEPOSIT ZINC (HOT GALVANIZED) COATING ON PRODUCTS FABRICATED FROM ROLLED, PRESSED AND FORGED STEEL SHAPES, PLATES, BARS AND STRIPS. COATING THICKNESS: COATING THICKNESS SHALL BE AS SPECIFIED IN ASTM A123 FOR THE CATEGORIES AND THICKNESSES OF MATERIAL TO BE COATED. IF COATING THICKNESS IS TO BE MEASURED IN INCH -POUNDS, COATING THICKNESS SHALL MEET THE REQUIREMENTS OF ASTM A123 GRADE 100 (2.3 OZ./SQ. FT.), WITH A MINIMUM OF GRADE 85 (2.0 OZ./SQ. FT) FOR INDIVIDUAL SPECIMENS. TESTS OF COATING THICKNESS REQUIRED BY ASTM A123 SHALL BE DOCUMENTED AND SUBMITTED TO THE ENGINEER. FIELD REPAIR: FIELD REPAIR OF DAMAGED ZINC COATING SHALL BE DONE IN ACCORDANCE WITH ASTM A780 ANNEX Al. THE MINIMUM THICKNESS OF THE REPAIR COAT SHALL BE EQUAL TO THE THICKNESS OF THE HOT DIP COATING AS ORIGINALLY SPECIFIED. SHOP REPAIR SHALL BE BY HOT -DIP GALVANIZING. QUENCHING OF THE GALVANIZED STEEL SHALL NOT BE PERMITTED, AS IT MAY CONTAMINATE THE SURFACE AND INTERFERE WITH PAINT ADHESION. REMOVE ALL INCLUSIONS, RUNS OR DRIPS PRIOR TO PRIMING AND PAINTING. PRIME AND PAINT GALVANIZED STEEL WITH EPDXY-BASED PRIMER AND PAINT. PRIMER AND PAINT SHALL BE FROM THE SAME MANUFACTURER. PAINT SHALL BE COLOR -MATCHED TO THE EXISTING STEEL. HANDLING: AFTER SHOP FABRICATION, GALVANIZING AND PAINTING, STRUCTURAL STEEL MEMBERS SHALL BE HANDLED WITH SUFFICIENT CARE TO MINIMIZE DAMAGE DURING SHIPMENT. SUFFICIENT DUNNAGE SHALL BE USED TO PREVENT ANY RUBBING OF STEEL TO STEEL. BLAST DEFLECTORS: BLAST DEFLECTORS SHALL BE AS SUPPLIED BY BLAST DEFLECTORS INCORPORATED (775-856-1928), OR OWNER APPROVED EQUIVALENT. BLAST DEFLECTORS SHALL BE DESIGNED FOR MAXIMUM TAKE OFF THRUST OF A BOEING 767 (300 MPH). BLAST DEFLECTORS SHALL BE INSTALLED BY THE CONTRACTOR USING ANCHORS AND SPACING PROVIDED BY THE MANUFACTURER. DOCK BUMPERS: USE LAMINATED DOCK BUMPERS SUCH AS DAYTON 5W826 (AVAILABLE THROUGH GRAINGER) OR OWNER APPROVED EQUIVALENT. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. MANUFACTURER OR FABRICATOR SHALL CLOUD ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, U.N.O. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. ` IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. CONTRACTOR HAS THE RESPONSIBILITY OF THE CORRECTNESS OF ALL APPROVAL DRAWINGS. GENERAL: THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL -NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN UVE LOAD PER SQUARE FOOT. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA, U.N.O. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR HELD VERIFICATION OF ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ENGINEER. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. DEFERRED SUBMITTALS: SHOP DRAWING SUBMITTALS REQUIRED BY THESE GENERAL STRUCTURAL NOTES WHICH CONTAIN DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER OTHER THAN THE ENGINEER OF RECORD SHALL BE SUBMITTED PRIOR TO CONSTRUCTION TO THE BUILDING OFFICIAL FOR REVIEW. THE DOCUMENTS WILL FIRST BE REVIEWED BY THE ENGINEER OF RECORD AND DETERMINED TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. THESE DEFERRED SUBMITTAL ITEMS SHALL NOT INSTALLED UNTIL THE BUILDING OFFICIAL HAS APPROVED THEIR DESIGN AND SUBMITTAL DOC THE FOLLOWING ITEMS SHALL BE SUBMITTED PER THIS SECTION: BLAST DEFLECTORS TABLE 1704.4 REQUIRED VERIFICATION AND INBPECTION OF CONCRETE CONSTRUCTION TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION U O w W O- J N < 1-- CONTINUOUS 0 0 Lu O V) Lu •cr Q IBC REFERENCE 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS: YES A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS X AISC 360, SECTION A3.3 AND APPLICABLE ASTM MATERIAL STANDARDS NO B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED X 2. INSPECTION OF HIGH-STRENGTH BOLTING: YES A. SNUG -TIGHT JOINTS X AISC 360, M2.5 1704.3.3 NO B. PRETENSIONED AND SLIP -CRITICAL JOINTS USING TURN -OF -NUT -WITH MATCHMARKING, TWIST -OFF BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION. X AISC 360, M2.5 1704.3.3 NO C. PRETENSIONED AND SLIP -CRITICAL JOINTS USING TURN -OF -NUT WITHOUT MATHMARKING OR CALIBRATED WRENCH METHODS OF INSTALLATION X AISC 360, M2.5 1704.3.3 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD -FORMED STEEL DECK: YES A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360 X AISC 360, SECTION M5.5 NO B. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS X APPLICABLE ASTM MATERIAL STANDARDS NO C. MANUFACTURER'S CERTIFIED TEST REPORTS X 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: BE REVIEWED FOR CODE COMPLIANC APPROVED MAR 2 2 2013 City of Tukwila BUILDING DIVISIO YES A. IDENTIFICATION MARKINGS TO CONFORM TO AWS STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS X AISC 360, SECTION A3.5 AND APPLICABLE AWS A5 DOCUMENTS E NO B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED X 5. INSPECTION OF WELDING: A. STRUCTURAL STEEL AND COLD -FORMED STEEL DECK YES 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS X AWS D1.1 1704.3.1 N APPLIES TO THIS PROJECT 0 z < 0 II W FC 0 c°n >¢? CONTINUOUS PERIODIC ww acn W Q w Z a (Xv~) IBC REFERENCE YES 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT -- X ACI 318: 3.5, 7.1-7.7 1913.4 NO 2. INSPECTION OF REINFORCING' STEEL WELDING IN ACCORDANCE WITH TABLE 1704.3, ITEM 5b -- -- 4 ACI AWS D1.D1. 3:5.2 __ YES 3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IN USED X -- ACI 318: 8.1.3, 21.2.8 1911.5, 1912.1 YES 4. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE __ X ACI 318: 3.8.6, 8.1.3, 21.2.8 1912.1 YES 5. VERIFYING USE OF REQUIRED DESIGN MIX -- X ACI 318: CH. 4, 5.2-5.4 1904.2.2, 1913.2, 1913.3 YES 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TEST, AND DETERMINE THE TEMPERATURE OF THE CONCRETE X -- ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 1913.10 YES 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X -- ACI 318: 5.9, 5.10 1913.6, 1913.7, 1913.8 YES 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES -- X ACI 318: 5.11-5.13 1913.9 9. INSPECTION OF PRE -STRESSED CONCRETE: NO A. APPLICATION OF PRE -STRESSING FORCES X -- ACI 318: 18.20 -- NO B. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC FORCE- RESISTING SYSTEM X -- ACI 318: 18.20 ACI 318: 18.18.4 __ NO 10. ERECTION OF PRECAST CONCRETE MEMBERS -- X ACI 318: CH. 16 -- NO 11. VERIFICATION IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST -TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS -- X ACI 318: 6.2 -- YES 12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED -- X ACI 318: 6.1.1 -- FOR SI: 1" = 25.4mm a. WHERE APPLICABLE, SEE ALSO SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE YES 2) MULTIPASS FILLET WELDS X AWS D1.1 1704.3.1 NO 3) SINGLE -PASS FILLET WELDS GREATER THAN 5/16" X AWS D1.1 1704.3.1 NO 4) PLUG AND SLOT WELDS X AWS D1.1 1704.3.1 YES 5) SINGLE -PASS FILLET WELDS LESS THAN OR EQUAL TO 5/16" X AWS D1.1 1704.3.1 NO 6) FLOOR AND DECK WELDS X AWS D1.3 B. REINFORCING STEEL NO 1) VERIFICATION OF WELDABILITY OF. REINFORCING STEEL OTHER THAT ASTM A 706 X AWS D1.4 ACI 318: SECTION 3.5.2 NO 2) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT X AWS D1.4 ACI 318: SECTION 3.5.2 NO 3) SHEAR REINFORCEMENT X AWS D1.4 ACI 318: SECTION 3.5.2 NO 4) OTHER REINFORCING STEEL X AWS D1.4 ACI 318: SECTION 3.5.2 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE YES A. DETAILS SUCH AS BRACING AND STIFFENING X 1704.3.2 YES B. MEMBER LOCATIONS X 1704.3.2 YES C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION X 1704.3.2 FOR SI: 1" = 25.4mm a. WHERE APPLICABLE, SEE ALSO SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE ISSUED FOR PERMIT MARCH 1, 2013 CITY OP IVED TRECEuKwu MAR 232013? '€RwrCENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474.9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 15523 Project Mgr.: LGL Proj. Engineer: MEB Proj. Drafter: BJJ REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE sE/NG° d -- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Johnson DATE SUBTITLE 01.23.13 CHECKED L Lindell CHECKED L Lindell APPROVED APPROVED 01.23.13 01.23.13 01.23.13 TITLE STRUCTURAL GENERAL STRUCTURAL NOTES MFC FLEXIBLE STALL MODIFICATIONS 13-YRD DEVELOPMENT CENTER, WA CURRENT REVISION SYMBOL DATE SHEET G2 JOB NO. 16850 COMP NO. DWG NO. 13-YRD--G2 i ENLARGED TOPOGRAPHIC SURVEY rTh C1 C10A ENLARGED REMOVAL PLAN rTh ENLARGED LAYOUT AND CHANNELIZATION PLAN C1 C1OAR C1 C220 i MPRCj\NP\' w -%i- OXIMATE -LOCATION OF,REFERENCE LIGHT --POST MODIFICATION r-' .r- a i:4t4'.\\\\\\'\'\-0\\-\ .tv\\\\\\\* .\\NN\\ hl Dale EMS CO v \-i \\\\\ 1 1 11 11 14a.,0 POSITS SITE PLA\ ENLARGED TOPOGRAPHIC SURVEY ENLARGEDOVAL PLAN ENLARGED LAYOUT AND CHANNELIZATION PLAN C1 C221 C1 C11 C11 C11AR REVIEWED FOR POPE COMPLIANCE APPROVED MAR 2 2 2013 i-- LEGE\D GE\HAL \OTES CO \STUCTIO\ \OTES EFHE\CE DAWI\GS 13-YRD-C290, UTILITIES SITE PLAN 13-YRD-C291, UTILITIES SITE PLAN 13-YRD-C292, UTILITIES SITE PLAN 13-YRD-C80, SITE LAYOUT PLAN D c3O9b ISSUED FOR PERMIT MARCH 1, 2013 RECEIVED CITY OF TUKWLA MAR 1 3 2013 P R!lArr curves 80' 40' 0 40' 80' 160' SCALE: 1 "=80' SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 PHONE: (253) 474-9449 1 http://www.sitts-hill-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 15523 Project Mgr.: L.G.L. Pro j. Engineer: W.J.J. Pro j. Drafter: P.J.J. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE Q� BOE/NGS o'- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN P.JONES DATE SUBTITLE 01.17.13 CHECKED W. JONES ENGINEER W. JONES CHECKED W. JONES • APPROVED 01.17.13 01.17.13 01.17.13 CURRENT REVISION SYMBOL TITLE COMPOSITE SITE PLAN DATE 02.15.13 SHEET MFC FLEXIBLE STALL MODIFICATIONS 13-YRD C1 JOB NO. COMP NO. APPROVED CIVIL DEVELOPMENT CENTER, WA DWG NO. 1 9, • ELECTRICAL MANHOLE --- {x.11 ----. GATE SOUTH END OF GATE.----_.. S 22'32'05". E 13,9.16' LENGTH PER MANUFACTURER 0VERIAP PER MANUFACTURER NORT LIGHT POLE 7" Cl t',!N LINK FENCE 7' TALL_ CHAIN LINK -- FENCE GATE SEC1IONS• CONCRETE. TRANSFORMER. PAD OVERHEAD TRELLIS N:191469.6 E:1279163.6 CONCRETE STEP. (0.10') C220 S504 CONCRETE TRANSFORMER PAD - BLAST FENCE _.._..__ N:191715.9 E:1279036.9 2 JUNCTION BOXES N`:) JERSEY BARRIER ELECTRICAL PANEL (TYP) �l r1C).Z U,5.72_ N:191609.1 E:1279132.0 7' CHAIN LINK FENCE: ALIGNMENT POINT N:191566.7 E:1279142.7 ----- STEEL. COLUMN' BASE •(T P) 33.73 _ '35.71 ,Gp"I . • - I -BEAM (TYP) 3.70 CENTER SHELTER - BETWEEN NEW AND EXISTING SUPPORTS STALL .751) (01 WALL. c3\ 16' 33.76 ' 33.7 4. or): N:191505.4 E:1279460.9 CR HELTER 13. 104 ,QC) lc'? CONCRETE SE. NN OVERHEAD OVERT-IEAD TRE.L_1 S PANELS CENTER SHELTER BETWEEN SUPPORTS (TYP.) q_ EXISTING COL. c_ OF SHELTER q_ EXISTING COL. DOWN (TYP) -_-__E_XISTING PORTABLE • BUILDING (TYP) r� - BLDG 13..._102 ri \ ,1 2 r11, :\ 1 �.- C O NTR O L PT. 46 SCRIBE • N:191568.85 E:1279282.84 EL: 20.94' 'ONTROL. PT. 57 CRIBS. - H:191763.65 1279188.7 1 21.08' JERSEY BARRIER /. rL 't Zi • N:191553.9 E:1279327.5 N:191623.1 E:1279411.8 PAINTED LINE I.00 N:191677.1 E:1279264.2 • 0\ PLA SYM REVISION BY APPROVED DATE SYM REVISION APPROVED REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2013 City of Tukwila BUILDING DIVISION N:191741.3 E:1279362.5 000 • ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN P.JONES N:191800.2 E:1279200.8 DATE CHECKED W. JONES LEGE\D GE\ EAL BLAST FENCE CREW SHELTER CENTERLINE STRIPE SKIP CENTERLINE STRIPE OTES CO\STUCTIO\ \ OTES RELOCATE EXISTING CREW SHELTER TO NEW LOCATION SHOWN. RE -INSTALL SALVAGED SHELTER ATTACHMENT AS OCCURS. INSTALL NEW 30' X 12' PORTABLE CREW SHELTER AT LOCATION SHOWN. SEE ARCHITECTURAL DRAWINGS AND DETAIL 1/S505 FOR ADDITIONAL INFORMATION. INSTALL NEW PERMANENT BLAST DEFLECTOR AT LOCATION SHOWN. VERIFY LENGTH WITH MANUFACTURER. INSTALL NEW UTILITIES STAND AT LOCATION SHOWN. INSTALL 8" WIDE ORANGE CENTERLINE STRIPING WITH RETROREFLECTIVE GLASS BEADS. SKIP STRIPING SHALL ALTERNATE BETWEEN 5 FOOT STRIPE AND 5 FOOT GAP. 6. SEE SHEET G1 FOR RELATED PROJECT NOTES. 7. SEE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. NEW STEEL COLUMN AND FOOTING FOR CABLE TRAY SUPPORT PER SHEET S503. NEW CONCRETE CURB PER SECTION C/S505. INSTALL NEW CABLE STAYS FOR LIGHT POST PER A/S506 (SEE REFERENCE LIGHT POST MODIFICATION LOCATION ON SHEET C1) 'EFE E\CE D AWI \ GS 13-YRD-C1, COMPOSITE SITE PLAN 13-YRD-C10A, ENLARGED TOPOGRAPHIC SURVEY RECEIVED MAR 1 3 20131 PERMIT CENTEP ISSUED FOR PERMIT MARCH 1, 2013 DATE SUBTITLE 01.17.13 ENLARGED LAYOUT AND CHANNELIZATION PLAN W. JONES CHECKED W. JONES APPROVED APPROVED 01.17.13 01.17.13 01.17.13 TITLE MFC FLEXIBLE STALL MODIFICATIONS CIVIL DEVELOPMENT CENTER WA KEY PLAN SCALE: N.T.S. 20' 10' SCALE: 10' 20' 40' =20' SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 Project No.: 15523 Proj. Engineer: W.J.J. Proj. Drafter: P.J.J. CURRENT REVISION SYMBOL DATE 02.15.13 SHEET C220 JOB NO. 16850 COMP NO. DWG NO. / / / / / CENTEBETWEEN CABA �i AND NEW SUPPORT / • ' CHAIN , i._iNK FENCEc J R=115' CONTROL PT. 48 SCRIBE • N:190909.99 E:1279719.09 EL: 22.03' N:190977.2 E:1279680.1 000 .00 N:191053.8 E:12p WE j UNE / N:190908.8 E:1279762.1 rrl [k� �.L I 1 1 1 TRENCH DRAIN - PAINTED N:191001.1 E:1279775.7 N:191129.0 E:1279722.5 • .001 N:191181.4 1.* E:1279595.3 r) q. ri.f 0 � C G N:190890.3 E:1279846.3 CREW SHELTER 13-114 // 34.42 '1 ,i 1AY/ //h,`o'oi `/ // &-- //34.44/ 8 0 BLDG,/ 13-'116 - CONCRETE - I 34 38 36.97 36.91 NN:12290g8g973.0 CREW SHELTER 13-115 BLDG/( -L ----- � 13-17 , n"l t -'o PXISIiNGLP( r =-- l- • 32.37' PANEL (TYP) / 0 0 / 0 • CREW' SHELTER 13-105 - , 0 0 {;LE:ANOUT/TIf:::. OWN • (TYP) 7-36.94 OVERHEAD TRELLIS • '���2- � 1• • `'.? • .36 .93 9.- 1•. 36.97 16.9.. STALL 76 36.96 ' 01'1 ; 36.96 36.95 i ,6VERHEAD TRELLIS .� v P 1k 34.39 nn �V Y, •�f�} � Gni r} ---CONCRETE TRANSFORMER -PAD -t'`" :\'\ � 1 . -(..) AIR MANHOLE Ci h19 �'L h1) roti:, UiNIDENTIFI D / ,\ .cO\ 7' CHAIN LINK FENCE /. a: SYM REVISION MANH0I...E: CONTROL PT. 53 SCRIBE N:190839.69 E:1279997.35 EL: 20.29' • ALIGNMENT POINT N:191028.3 E:1279942.9 ALIGNMENT POINT N:191085.5 E:1279919.1 ELECTRICAL PANEL (TYP) ___ 36y93 36.97 N:191199.9 E:1279892.5 • 0• CONCRETE. 'TRANSFORMER PAD 36.95 CREW SHELTER 13-110 CREW SHELTER 13-111 • -CONCRETE TRANSFORMER PAD TRANSFORMER --- GATE N:190944.3 _ E:1279999.2 BLAST FENCE - BLAST FENCE CONCRETE STEP (0.13') 7' CHAIN LINK FENCE - YE OM EDGE OF CONCRETE . E\ • N 2i)" 10 i," W 740.88' LAGGED LAYOUT A\D CHA\\ELI7ATIO\ PLAN SCALE: 1 "=20' BY APPROVED DATE SYM REVISION BY APPROVED F1._OW LINE: DATE GATE - CONCRETE CJRB EDGE: OF CONCRETE p?LA FA FAEZAW ® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN P.JONES DATE 01.17.13 APPROVED BY DEPT. DATE CHECKED W. JONES W. JONES CHECKED W. JONES APPROVED 01.17.13 01.17.13 01.17.13 LEGE\D //////////� GE\ BLAST FENCE CREW SHELTER CENTERLINE STRIPE SKIP CENTERLINE STRIPE EAL \OTES CO\ STUCT 0\ \ OTES RELOCATE EXISTING CREW SHELTER TO NEW LOCATION SHOWN. REINSTALL SALVAGED SHELTER ATTACHMENT AS OCCURS NOT USED THIS SHEET INSTALL NEW PERMANENT BLAST DEFLECTOR AT LOCATION SHOWN. VERIFY LENGTH WITH MANUFACTURER. INSTALL NEW UTILITIES STAND AT LOCATION SHOWN. INSTALL 8" WIDE ORANGE CENTERLINE STRIPING WITH RETROREFLECTIVE GLASS BEADS. SKIP STRIPING SHALL ALTERNATE BETWEEN 5 FOOT STRIPE AND 5 FOOT GAP. 6. SEE SHEET G1 FOR RELATED PROJECT NOTES. 7. SEE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. NEW STEEL COLUMN AND FOOTING FOR CABLE TRAY SUPPORT PER SHEET S503. NOT USED THIS SHEET EFHE\ CE NAWI\ S J 13-YRD-C1, COMPOSITE SITE PLAN 13-YRD-C11A, ENLARGED TOPOGRAPHIC SURVEY REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2013 City of Tukwila BUILDING DIVISION 3O9b CITVoCEIVED FTUKWIIA t4AR1320131 PERIL I1 CENTER ISSUED FOR PERMIT MARCH 1, 2013 SUBTITLE ENLARGED LAYOUT AND CHANNELIZATION PLAN KEY PLAN SCALE: N.T.S. 20' 10' 0 10' 20' SCALE: 1 "=20' 40' SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.comi Project No.: 15523 Project Mgr.: L.G.L. Proj. Engineer: W.J.J. Proj. Drafter: P.J.J. CURRENT REVISION SYMBOL DATE 02.15.13 APPROVED TITLE CIVIL MFC FLEXIBLE STALL MODIFICATIONS 13-YRD SHEET C221 JOB NO. 16850 COMP NO. DEVELOPMENT CENTER WA DWG ND. 13-YRD-C22 .DWG SYM S503 5'-0" DIMENSION VARIES 5'-0" VERIFY L3x3x1/4 PER SECTION B/S503 W21x62 FIELD VERIFY 1'-0" 1'-0" L4 WELD TABS PER DETAIL 3/S503 – TYP. (4) LOCATIONS S503 CA3LE TRAY F v EXISTING WIDE FLANGE CROSS MEMBER AND COLUMN LOCATION \G PLA\ W21x62 VERIFY L3x3x1/4 PER SECTION B/S503 STEEL CROSS BEAM PER PLAN - (4) 3/4" DIA. ASTM A325 BOLTS ON BEAM GAGE — EXISTING WIDE FLANGE CROSS MEMBER AND COLUMN LOCATION SCALE: 1/4" = 1'-0' NEW BEAM EXTENDS TO OPPOSITE SIDE OF EXISTING COLUMN AS OCCURS IN STALL 73 COLUMN AND BEAM OPPOSITE SIDE OF COLUMN AS OCCURS IN STALL 73 STEEL CROSS BEAM PER PLAN II IIS' 1 IH I II TYPICAL EACH ANGLE TOTAL LENGTH OF WELD II 1 I I TYP bAL LACH SIDES OF PLATE f I 1/4 5/16 „ EXISTING COLUMN AND FOOTING 7" EPDXY EMBED 1 II / III /fj\— /i, � ,/, /4\, �� `T \\„>>(/ _ Jr' 11911 -1._L 5/16 „ L3x3x1/4 – TYP. (3) LOCATIONS S503 1 TOP AND BOTTOM tai _ TYPICAL EACH SIDES OF PLATE MIN. (3) #5 BARS FULL WIDTH OF FOOTING WITH STANDARD TENSION HOOKS AT EACH END CONCRETE FOOTING (WIDTH TO MATCH EXISTING FOOTING) WITH #5 AT 9" O.C. E.W. o' CA3LE TAY FLAN I SCALE: 1/2" = 1'-0" REVISION \G SECTIC BY APPROVED DATE SYM 4'-O" 1'–O„ a'\//s--/,7 :////`//`//r \�\\\ \/�, /\\" //,`\/` \\;\ ,, / /\/ \//, /�, \\ \'\/ \y//`/ / `//r // //`/�,�r�\///�//\//�//\// ///,/ -„/>;;;;;,..,„‘/A,,,,,2, ” F,\ ..//\/ \/ " fir, COL. 4'-0" VERIFY DIMENSION OFF EDGE OF FOOTING CRITICAL STEEL BEAM PER PLAN (BEYOND) EXISTING STEEL BEAM MATCH EXISTING FOOTING DEPTH S503 TYPICAL BOTH SIDES TYPICAL BOTH SIDES 0 v rrr C220, C221 5503 1/2"x8"x1'-0" STEEL BOLTS (4) 1 1/4" DIA. ASTM F1554 GRADE 55 BOLTS ON 8" GAGE 1"x11 -0"x21-0" STEEL BASE PLATE 2 1/2"+/– DRYPACK 3/8"x 12"x 1'-8 STEEL BEARING PLATE CONCRETE FOOTING PER SECTION B/S503 CA3LE TRAY FOU\NATIO\ DETAIL SCALE: 1" = 1'-0" (2) 3/4" DIA. ASTM A325 BOLTS ON BEAM GAGE – TYP. EACH END OF ANGLE -8" FACE OF STEEL TO FACE OF STEEL (TYPICAL) STEEL BEAM PER PLAN FIELD VERIFY WIDTH STEEL ANGLE PER PLAN CA3LE TRAY RAV SCALE: 1/2" = 1'-0" REVISION I\ G DETAIL S503 REVIEWED FOR ODE COMPLIANCE PPPOvEp) MAR 2 2 2013 City of Tukwila UILDING CI,.�IS► EXISTING STEEL BEAM ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Johnson CHECKED L. Lindell ENGINEER M. Bock APPROVED S503 DATE 01.23.13 01.23.13 STEEL BEAM PER PLAN – CONNECTION SYMETRICAL ABOUT CE CENTERLINE 5" 5/16 Il r 8" HSS COLUMN PER PLAN CA3LE TRAY FAVI 1 \ G SECTIO \ EXISTING STEEL BEAM (4) 3/4" DIA. ASTM A325 BOLTS ON BEAM GAGE 3/4"x9"x2'-2" STEEL PLATE 3/8" STEEL PLATE 5/16V BOTH SIDES 1/4/ BOTH SIDES SCALE: 1" 1'-0" BOTH SIDES, TYPICAL EACH ANGLE STEEL BEAM PER PLAN L4x4x3/8 STEEL ANGLE CA3LE TAY RA SCALE: 1 1/2" = 1'-0" vI\ G DETAIL rA� S503 (2) 3/4" DIA. ASTM A325 BOLTS IN HORIZONTAL SHORT SLOTTED HOLES RECEIVED CITY OF TUKW)LA MAR la 20131 PERAMT CENTEP ISSUED FOR PERMIT MARCHI,2013 SUBTITLE TITLE 01.23.13 CABLE TRAY PARTIAL PLAN AND ELEVATIONS MFC FLEXIBLE STALL MODIFICATIONS STRUCTURAL 13-YRD S503 o io SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http:/lwww.sitts-hill-engineers.com/ Project No.: 15523 Project Mgr.: LGL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION SYMBOL SHEET S503 DEVELOPMENT CENTER, WA JOB NO. DWG NO. 16850 DATE 02.15.13 COMP NO. 13-YRD-S503 r -o �I- �1 I 11 I I EXISTING WIDE FLANGE BEAM W8x31 ASSUMED EXISTING WIDE FLANGE BEAM W8x31 ASSUMED - EXISTING WIDE FLANGE CROSS MEMBER AT LOCATION OF REMOVED COLUMN HSS8x8x5/8 STEEL COLUMN lil �', L4x4x1/4 BRACE PER DETAIL 4/S503 – TYP. PO AT BEAM QUARTER POINTS 4 I 4 � is CA3LE TRAY F v EXISTING WIDE FLANGE CROSS MEMBER AND COLUMN LOCATION \G PLA\ W21x62 VERIFY L3x3x1/4 PER SECTION B/S503 STEEL CROSS BEAM PER PLAN - (4) 3/4" DIA. ASTM A325 BOLTS ON BEAM GAGE — EXISTING WIDE FLANGE CROSS MEMBER AND COLUMN LOCATION SCALE: 1/4" = 1'-0' NEW BEAM EXTENDS TO OPPOSITE SIDE OF EXISTING COLUMN AS OCCURS IN STALL 73 COLUMN AND BEAM OPPOSITE SIDE OF COLUMN AS OCCURS IN STALL 73 STEEL CROSS BEAM PER PLAN II IIS' 1 IH I II TYPICAL EACH ANGLE TOTAL LENGTH OF WELD II 1 I I TYP bAL LACH SIDES OF PLATE f I 1/4 5/16 „ EXISTING COLUMN AND FOOTING 7" EPDXY EMBED 1 II / III /fj\— /i, � ,/, /4\, �� `T \\„>>(/ _ Jr' 11911 -1._L 5/16 „ L3x3x1/4 – TYP. (3) LOCATIONS S503 1 TOP AND BOTTOM tai _ TYPICAL EACH SIDES OF PLATE MIN. (3) #5 BARS FULL WIDTH OF FOOTING WITH STANDARD TENSION HOOKS AT EACH END CONCRETE FOOTING (WIDTH TO MATCH EXISTING FOOTING) WITH #5 AT 9" O.C. E.W. o' CA3LE TAY FLAN I SCALE: 1/2" = 1'-0" REVISION \G SECTIC BY APPROVED DATE SYM 4'-O" 1'–O„ a'\//s--/,7 :////`//`//r \�\\\ \/�, /\\" //,`\/` \\;\ ,, / /\/ \//, /�, \\ \'\/ \y//`/ / `//r // //`/�,�r�\///�//\//�//\// ///,/ -„/>;;;;;,..,„‘/A,,,,,2, ” F,\ ..//\/ \/ " fir, COL. 4'-0" VERIFY DIMENSION OFF EDGE OF FOOTING CRITICAL STEEL BEAM PER PLAN (BEYOND) EXISTING STEEL BEAM MATCH EXISTING FOOTING DEPTH S503 TYPICAL BOTH SIDES TYPICAL BOTH SIDES 0 v rrr C220, C221 5503 1/2"x8"x1'-0" STEEL BOLTS (4) 1 1/4" DIA. ASTM F1554 GRADE 55 BOLTS ON 8" GAGE 1"x11 -0"x21-0" STEEL BASE PLATE 2 1/2"+/– DRYPACK 3/8"x 12"x 1'-8 STEEL BEARING PLATE CONCRETE FOOTING PER SECTION B/S503 CA3LE TRAY FOU\NATIO\ DETAIL SCALE: 1" = 1'-0" (2) 3/4" DIA. ASTM A325 BOLTS ON BEAM GAGE – TYP. EACH END OF ANGLE -8" FACE OF STEEL TO FACE OF STEEL (TYPICAL) STEEL BEAM PER PLAN FIELD VERIFY WIDTH STEEL ANGLE PER PLAN CA3LE TRAY RAV SCALE: 1/2" = 1'-0" REVISION I\ G DETAIL S503 REVIEWED FOR ODE COMPLIANCE PPPOvEp) MAR 2 2 2013 City of Tukwila UILDING CI,.�IS► EXISTING STEEL BEAM ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Johnson CHECKED L. Lindell ENGINEER M. Bock APPROVED S503 DATE 01.23.13 01.23.13 STEEL BEAM PER PLAN – CONNECTION SYMETRICAL ABOUT CE CENTERLINE 5" 5/16 Il r 8" HSS COLUMN PER PLAN CA3LE TRAY FAVI 1 \ G SECTIO \ EXISTING STEEL BEAM (4) 3/4" DIA. ASTM A325 BOLTS ON BEAM GAGE 3/4"x9"x2'-2" STEEL PLATE 3/8" STEEL PLATE 5/16V BOTH SIDES 1/4/ BOTH SIDES SCALE: 1" 1'-0" BOTH SIDES, TYPICAL EACH ANGLE STEEL BEAM PER PLAN L4x4x3/8 STEEL ANGLE CA3LE TAY RA SCALE: 1 1/2" = 1'-0" vI\ G DETAIL rA� S503 (2) 3/4" DIA. ASTM A325 BOLTS IN HORIZONTAL SHORT SLOTTED HOLES RECEIVED CITY OF TUKW)LA MAR la 20131 PERAMT CENTEP ISSUED FOR PERMIT MARCHI,2013 SUBTITLE TITLE 01.23.13 CABLE TRAY PARTIAL PLAN AND ELEVATIONS MFC FLEXIBLE STALL MODIFICATIONS STRUCTURAL 13-YRD S503 o io SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http:/lwww.sitts-hill-engineers.com/ Project No.: 15523 Project Mgr.: LGL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION SYMBOL SHEET S503 DEVELOPMENT CENTER, WA JOB NO. DWG NO. 16850 DATE 02.15.13 COMP NO. 13-YRD-S503 NOTES: 1. VERIFY DIMENSIONS TO ANCHORS WITH MANUFACTURER DRAWINGS. NOTES: 1. VERIFY DIMENSIONS TO ANCHORS WITH MANUFACTURER DRAWINGS. (------- ANCHORS PER MANUFACTURER, TYP. BLAST DEFLECTOR END SHIELD — SUPPLIED BY MANUFACTURER — BLAST DEFLECTOR — SUPPLIED BY MANUFACTURER CONCRETE FOOTING WITH #6 AT 12" O.C. E.W. CONCRETE FOOTING WITH #6 AT 12" 0.C. E.W. #6 HOOKED DOWELS AT 3'-0" 0.C. — 5" MIN. EPDXY EMBED INTO EXISTING SLAB ANCHOR PER DEFLECTOR MANUFACTRUER, TYP. BLAST DEFLECTOR — SUPPLIED BY MANUFACTURER — EXISTING CONCRETE PAVING #6 HOOKED DOWELS AT 6'-0" O.C. — 5" MIN. EPDXY EMBED INTO EXISTING SLAB 3LAST DEFELECTO SCALE: 1/2" = 1'-O" E\D SHIELD PARTIAL FOU \ DATI O \ 3LAST D =FLECTO SCALE: 1/2" = 1'-0" \DATIO\ SECTIO\ C220, C221 S504 BLAST DEFLECTOR END SHIELD — SUPPLIED BY MANUFACTURER —� BLAST DEFLECTOR - SUPPLIED BY MANUFACTURER REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2013 City of Tukwila BUILDING DIVISION CONCRETE FOOTING WITH #6 AT 12" O.C. E.W. (3) #6 HOOKED DOWELS LAPPED TO TRANSVERSE REINFORCING - 5" MIN. EPDXY EMBED INTO EXISTING SLAB EXISTING CONCRETE • PAVING 3LAST DEFLECTOR E\D SHIELD FOU\DATIO SCALE: 1/2" = 1'-0" SYM REVISION BY APPROVED DATE SYM \ SECTION #6 HOOKED DOWELS AT 6'-0 O.C. — 5" MIN. EPDXY EMBED INTO EXISTING SLAB SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474.9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 15523 Project Mgr.: LGL REVISION APPROVED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVEDL. Lindell APPROVED BY DEPT. DATE CHECKED M. Bock CHECKED L. Lindell APPROVED 01.23.13 01.23.13 01:23.13 BLAST DEFLECTOR FOUNDATION SECTIONS TITLE MFC FLEXIBLE STALL MODIFICATIONS Proj. Engineer: MEB CURRENT REVISION Proj. Drafter: BJJ SYMBOL DATE 02.15.13 APPROVED STRUCTURAL DEVELOPMENT CENTER, WA JOB NO. COMP NO. 16850 DWG NO. 13—YRD-S504 a tl•. •. �< ..• ° "•'. !} l • • • • .• ` •4 . . a • • a. •. .. 4 * • •. Nom, ��\/\\/ '/'. I \\ \\''',\ \'N.\\ .. \,,,w �1 /'' \Y ''\. \\/\\/\\;, \\/ /'>\/;'N \ %/\ >\ /\///�'//i /. \ /\ \\ /\ /\ /\ /\ /\ /\ \\ /\ 4'-10" 1 I I I ', \ '''\Y \ ' V'' . \\\ % > > \ \' \.;''';/./\/. ` i,V. "'\;\�`, \ ,\ )% . ,.,,\\\� ' .�\ `\ 1\'''. \/�,/\</V\(7'.\'/V(''/‘\///<\7\\'' / /\ /\\' \\/� \\\K< ///\/\ /\\/\\. \\/\\/\' \'(\ //\/, .,�\ ' . . /\ �\//\; \/,7\ice\ \ \//\//\i/�/i\// '// /‘ '''''*/'\''''''( '. %�/�i\,//� ' '\' \ /\, \ \ /\ /\ .. /\ /\ ,,,,,::\," /\ . c\.. /.\ /\ �`</\ /\ ,: \\: /\ /\ i, , /\ /.\ /\ /\ /\ /\ ,, /\ ,,:\ 14'-0" \ / \ (LONGITUDINAL REINFORCING CONTUOUS INTO FOOTING) 18'-1D" 3LAST DEFLECTOR E\D SHIELD FOU\DATIO SCALE: 1/2" = 1'-0" SYM REVISION BY APPROVED DATE SYM \ SECTION #6 HOOKED DOWELS AT 6'-0 O.C. — 5" MIN. EPDXY EMBED INTO EXISTING SLAB SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474.9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 15523 Project Mgr.: LGL REVISION APPROVED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVEDL. Lindell APPROVED BY DEPT. DATE CHECKED M. Bock CHECKED L. Lindell APPROVED 01.23.13 01.23.13 01:23.13 BLAST DEFLECTOR FOUNDATION SECTIONS TITLE MFC FLEXIBLE STALL MODIFICATIONS Proj. Engineer: MEB CURRENT REVISION Proj. Drafter: BJJ SYMBOL DATE 02.15.13 APPROVED STRUCTURAL DEVELOPMENT CENTER, WA JOB NO. COMP NO. 16850 DWG NO. 13—YRD-S504 3/8" STEEL CORNER PLATE WELDED TO FRAME, TYP. 2"x2"x16" MOLDED RUBBER BUMPER WITH (3) 1/2"x3" SIMPSON TITEN HD SCREW ANCHORS INTO CURB STIFFENERS PER MANUFACTURER DESIGNED FOR 50 PSF UPLIFT ON NET HORIZONTAL PROJECTION OF STAIR/RAMP ATTACHED TO BUILDING FRAME PER SECTION D/S505 TYPICAL (5) LOCATIONS " 30'-0" S505 I I I I 11 11 11 _Lou_1 11'-0" 4'-0„ �f ( BUILDING 4'—O" (3) 4 1/2"x6"x3'-0" LAMINATED DOCK BUMPERS \ \/\ \ \/�. r /////,' '‘.""‘/ / \,\.\.\ /`; HSS12x6x3/8 FORKLIFT PROTECTION TUBE It% S505 6" CONCRETE OVER 1/4" STEEL PLATE PAN TYP. BETWEEN HSS HSS12x6x3/8 FORKLIFT PROTECTION TUBE WT4x15.5 STIFFENERS S505 SCHEvATIC CHEW SHELTER SASE PLA\ BOLTS INTO THREADED STIFFENER LEGS AS REQUIRED FOR INSTALLATION ACCESS — BOLTS TO BE OUTSIDE MIDDLE 32" RAMP/LANDING ALUMINUM RAMP PER ARCHITECTURAL DRAWINGS S505 W8x31 MIN. LONG SIDES, TYP. hal H CONCRETE CURB PER CIVIL PLANS 6" CONCRETE GUIDE CURB, TYPICAL EACH SIDE OF EACH NEW CREW SHELTER — USE (2) #5 EMBED IN EACH CURB, MIN. FLOOR JOISTS PER BUILDING. MANUFACTRUER SHORT SIDE WIDE FLANGES / CHANNEL PER BUILDING MANUFACTURER ALUMINUM STAIR PER ARCHITECTURAL DRAWINGS WITH REMOVABLE ATTACHMENTS DESIGNED — FOR COMPONENT JET BLAST LOADS SHOW IN GSN 1 SCALE: 1/2" 1'-0' GALV. THREADED STUDS FOR BUMPER ATTACHMENT EXISTING CONCRETE PAVING STEEL BEAM PER PLAN 0// /-,Z% LAMINATED DOCK BUMPER PER PLAN #4 DOWELS AT 24" 0.C. - 5" MIN. EPDXY EMBED 6" CONCRETE CURB 3/4" CHAMFER (2) #4 CONT. /r_ /1/2/ STEEL 3EAV' AT CO SCALE: 1 1/2" = 1'-0 \CRETE CU 3 SECTIO\ 1 � 1 C221S505 (2) 3/4" DIA. ASTM A325 BOLTS ON 3" GAGE STEEL BEAM PER PLAN 1/4 TYPICAL EACH ANGLE RAVI P/STAIR CO SCALE: 1 1/2" = 1'-0" \\ ECTI O \ SECTIO \ MASTIC OR NEOPRENE ISOLATOR STRIPS EACH SIDE OF STIFFENER (2) L4x4x1/4 x 0'-6" LONG STEEL ANGLE WITH 3/8" GAP BETWEEN ANGLES STIFFENER PER STAIR/RAMP MANUFACTURER (D S505 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2013 City of Tukwila BUILDING DIVISION C2201S505 FINISH FLOOR F0� 7" WIDE x 10" LONG STEEL SHIMS CUT OUT WEB FOR HSS END OF HSS FACE OF WEB 11 1/4 .// //////•Y////.//'//'7/ //////-//_'//+/////////// i //./////////////.'//.//' //. ///,7/'//.//'//////; 3/8 V 0 STEEL BEAM <iLFr P AT STEEL 3 SCALE: 1 1/2" = 1'-0" OTECTIC\ EAv SECTIO\ CONCRETE FILL WT STIFFENER 1/4 Hco STEEL PLATE PAN /,'//.////,////7.••//t// ,V/: /7,1 1/4 /// //.//. //////,//////////SO. WT AT FO < I LFT POTECTIO\ HSS SECTIO\ SCALE: 1 1/2" = 1'-0" octa ISSUED FOR PERMIT MARCH 1,2013 4" MIN. FLOOR FRAMING PER BUILDING MANUFACTURER DHSS FORKLIFT PROTECTION TUBE S505 HSS FORKLIFT PROTECTION TUBE COPED LEG OF STIFFENER RECEIVED Cir OF TUKWILA ,4iCR 13. 4131 PERMIT CENTER B� S505 D 13 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL. • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http:llwww.sltts-h111-engineers.coml Project No.: 15523 Project Mgr.: LGL Proj. Engineer: MEB Proj. Drafter: BJJ SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOE/NG° - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson DATE 01.23.13 APPROVED BY DEPT. DATE CHECKED L. Lindell ENGINEER M. Bock 01.23.13 SUBTITLE SCHEMATIC CREW SHELTER BASE PLAN AND FOUNDATION DETAILS CURRENT REVISION SYMBOL DATE 02.15.13 01.23.13 CHECKED L. Lindell 01.23.13 APPROVED APPROVED TITLE STRUCTURAL MFC FLEXIBLE STALL MODIFICATIONS 13-YRD DEVELOPMENT CENTER, WA SHEET S505 JOB NO. 16850 COMP NO. DWG NO. 13-YRD-S505 (2) 3/8" 7x19 IWRC GALV. WIRE ROPE CV S506 LIGHT POLE ELEVATIO\ S506 T LIGHT POST PLATINUM PRIVACY WINDSCREEN 290 SERIES BLACK FOR FOD CONTROL OR OTHER SCREEN MATERIAL DESIGNED FOR 100 MPH WIND SPEED (NO LESS THAN 85% NET COVERAGE AREA) 3" MAX. CLEAR TO BOTTOM OF FENCING MESH — FOD FE\CI\G SCALE: N.T.S. NOTES: A. CONTRACTOR MAY SUBMIT FOR REVIEW AND APPROVAL AN ALTERNATE FOD/SECURITY FENCE DESIGN. WORK ZONE 6'-0" HIGH 9—GAGE CHAIN LINK FENCE 3/4" GALV. STEEL PLATE 2 1/2" DIA. SCHEDULE 40 POSTS AT 4'-0" 0.C. MAX. OR ALTERNATE POST 1" DIA. HOLE DESIGNED FOR 100 MPH WIND SPEED 3/4" GALV. SHACKLE LJ -SI;\ �EQUREVE (2) WIRE ROPE CLIPS AND THIMBLE, TYP. EACH CONNECTION 3/4" GALV. SHACKLE STEEL PLATE PER DETAIL 1/S506 EXISTING CONCRETE PAVING 2,000 Ib. (MIN.) ECOLOGY BLOCK AT EACH POST 6" MIN. EMBED OR ALTERNATE ATTACHMENT DESIGNED FOR 100 MPH WIND TS REVIEWED FUR CODE COMPLIANCE APPROVED MAR 2 2 2013 City of Tukwila BUILDING DIVISION 8" A WRE COPE SASE CO\ SCALE N.T.S. C220 S.506 ECTIO N 3/16 S506 BOTH SIDES 3/4"x8"x12" STEEL BASEPLATE WITH (4) 1/2" DIA. x 5" SIMPSON TITEN HD SCREWS ON 4" GAGE SCALE: N.T.S. S506 (2) WIRE ROPE CLIPS AND THIMBLE, TYP. EACH CONNECTION BOTH SIDES 3/16 1 1/2" 1 1/2" WRE COPE TO LIGHT POLE CO SCALE: N.T.S. ISSUED FOR PERMIT MARCH 1, 2013 CD LIGHT POST LIGHT POST SECTION SEAM \\ECTIO\ S506 RECEIVED CITY OF TUKWILA ,MAR 13.2013, PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http:Uwww.sitts-hill-engineers.com/ Project No.: 15523 Project Mgr.: LGL Proj. Engineer: MEB Proj. Drafter: BJJ REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE pzawrAf," ® • ACCEPTABILITY DRAWN B. Johnson DATE 01.23.13 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED L. Lindell 01.23.13 ENGINEER APPROVED BY DEPT. DATE M. Bock 01.23.13 CHECKED L. Lindell 01.23.13 SUBTITLE LIGHT POST ELEVATION, AND DETAILS CURRENT REVISION SYMBOL DATE 02.15.13 APPROVED APPROVED TITLE STRUCTURAL MFC FLEXIBLE STALL MODIFICATIONS 13-YRD DEVELOPMENT CENTER, WA SHEET S506 JOB NO. 16850 COMP NO. DWG NO. 13-YRD-S506 [�] � sw duA ID(drng ciforr Boeing Crew Shelter 3 xfOE Compjanca Applicable Codes:. Type of Construction: Description: Occupancy: Floor Area: Gross Wall Area: Occupant Load: Job Number: Energy Zone: Gene WASHINGTON: 2009 International Building Code 2009 ` International Mechanical Code 2009 Uniform Plumbing Code by IAPMO 2008 National Electrical Code (NEC) 2009 Washington State Energy Code (WSEC) IIB Office 315 square feet 657 square feet 3 17842-44 1 • The Structural Design Details Herein are Specific to the Building Size and Module Configuration Shown on the Floor Plan of These Drawings. • No Authorization is Given or Implied for use of the Modules in the Initial or Subsequent Installation Which Results in a Building Size or Installed Module Configuration Different Than Shown on These Drawings. This Building will be sited a minimum of 10 feet from all Property Lines and 10 feet from any assumed Property Lines between existing structures on this site. • Site contractor bears responsibility for providing handicap accessibility to this structure in conformance with appropriate codes. DATE REVISION BY TRH VU � ahlnurR(o)rn PTO lS�IS _ntJ malSlion Site Address: Dealer: Builder: Boeing Crew Shelter 10002 E. Marginal Way South Tukwila, WA 98108 King County Pacific Mobile 13806 45th Ave. NE Marysville, WA 98271 Blazer Industries, Inc. PO Box 489 Aumsville, OR 97325 Contact: John Roth Phone: (503) 749-1900 Fax: (503) 749-3969 mail: johnr@blazerind.corn lesrign ._=oads Roof ..... 25 psf (Snow) Wind ,..,.. 90 mph Exposure "C" (3 Sec. Gusts) Floor r ... 50 psf or 20001b. Jet Blast Design =100 mph (30 psf) Seismic .. Attention Manufactures; Site work on modular Buildings in Washington State requires registration as a general contractor or specialty contractor under RCW 18.27. Plumbing work and plumbers must be licensed and employed per RCW 18.106. Electrical work and licensing must comply with RCW 19.28 Licenses and registration must be available for verification on the COPYRIGHT 2013, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. INDUSTRIES, INC. www.blazerind.com P.O. BOX 489 • Aumsville, OR 97325-0489 Use and Location on site of Modular Building is the jurisdiction of the Local Building Official Lifting, storage and transportation requirements of modular buildings are not reviewed or approved by the L&I FAS section. ncrLBK reMuCNU Eft0 11 T-1 Title Sheet A-1 Floor Plan, Door & Window Schedule A-2 Section A -A, Material List & Fastening Schedule, Details A-2.1 Section B -B, Details A-3 Exterior Elevations A-4 Details A-4.1 Floor Frame Plan A-4.2 Details M-1 Reflected Ceiling Plan, Mechanical Plan E-1 Electrical Wiring Schematic and Calculations WAC 296-46B-760 Device and junction boxes for fire alarm systems other than the surface raceway type must be substantially red in color, both inside and outside. Power - limited fire protective signaling circuit conductors must be durably and plainly marked in or on junction boxes or other enclosures to indicate that it is a power -limited fire protective signaling circuit. iJ _=o 1. Electrical connection to service �oI#, y CJ 71)6i14 2. Accessible plumbing fixtures required by IBC 2902.1, but not shown in this building are conveniently located in an adjacent, accessible building 3 &o/v, Pie.- ).v 454,4 RAE P4isiAnkSys(E.A-- t;. F $1, iV.. ftl� sEPT. 000rn/Cr) RECEIVED Site Class D, SDS=1.012, SD1=0.52:3 CITY OF TUKWILA MODULAR t43O9O JUN 1 2 2013 PERMIT Foundation plans and details are not reviewed by L&I, except for the suitability of the design to support the modular building. Approval and inspection of the foundation system is the jurisdiction of the local building official. STATE OF WASHINGTON CENTER DEPT: OF LABOR & INDUSTRIES CONSTRUCTI(*! I COMPLIANCE SECTION FACTORY BUILT HOMES & COMMON, MOMS PLANS ACCEPTED NO. C5. 7EB„S/„3„P.42,QM, 9 12x30 WA. GOLD OFFICE for: Boeing Crew Shelter Pacific Mobile SUBJECT TO HELD INSPECTION OVERSIGHT OR VIOLATION OF RCW IS NOT INCLUDED e4A lv ,( "-?_o 13 Tukwila, WA Approve FAS P 1 ICW rki 'i 02.013 SUBJECT TOQO4 AND FI I CTR71 File Copy: Drawn By: Issue Date: AJB 4-30-13 Job No: 17842-44'. T- 1 m rn ED. m c °: m U z 0 CD1 E z. 0 a tn 0 'o L 0 - co M 0 4" RADIUS COUNTER TOP EDGE , �2" ! 2" CHAMFER SKIRT FACE --: ' (BELOW) AT CORNER -I I l II IF I � I PLAN VIEW AT CORNER 1 J _JL rTr 1 11 11 i ti II J.I I n I j 11 I 0 LL JL r 71 11 11 1 n Ir _iL TI 11 IIII 11 n I�1 II 11 II II: �;� LL 2'—O"oc 2'-0"oc 1 SQ STEEL TUBE DIAG. BRACE @ 4'oc / 18'-6" L 1" PLY SKIRTING EDGE OF CORIAN BACKER COUNTER TOP 1 x 2Y PLY STIFFENERS FACE OF CORIAN ''BACKING @ 2'oc FROM CENTERLINE SKIRTING 2" 11ji I `-"" I— - •Eij3�6„ �j 3/6„ NOTCH PLY �NOTCH CORIAN AT (BELOW) WALL STANDARDS, \ Y4" MAX. Ya" GAP \ MIN. GAP 0 � cv ,, it �►� 3 COUNTER TOP FRAMING PLAN ` \ 3/6" " ," DIA. HOLES FOR PLAN VIEW AT WALL STANDARD tib' DIA. HOLE FORf #12x1Y2' SELF—TAPPING 3"WOOD (2) #12x%4" SCREW ROUND HEAD SCREW BRACE BOTTOM PLATE BRACE TOP PLATE 1 "=1'-0" 24" OR 30" CORIAN COUNTER, SOLID SURFACE Y2" THICK OVER NOTCH CORIAN AND CORIAN SOLID PLY BACKING AT SURFACE COUNTER O 30'_0" SEE PLAN 1" PLY BACKING WALL STANDARDS Y2" THICK OVER 1" PLY BACKING III it 4 - " �� 14' CORIAN SOLID I - / 2 „ SURFACE Y„ 1„ x 4„ SQ. TUBE SKIRTAfk STEEL -------- I- -z WALL STANDARD 24" HEAVY DUTY BRACKET, KV 85 SERIES KV 185 SERIES w/ 106 ANO SHELF REST, (2) PLACES COL. w Am COL. w MP Q® TYP. OF 4 a A AIM OA -I-- , \. I -I- A-2 _ MP 4 PLACES 0 DIAGONAL 4'oc (SEE BRACE @ 3/A-1) -I" \ \ - II Il i, _ \ J, �:, r0\ . - TRANSFORMER 24" DEEP illh® TYPICAL SECTION TYPICAL SECTION COUNTER VFW WORKArk .. T SURFACE Imp COUNTER TOP DETAILS WORK SURFACE DETAILS \ I..::::.:....:::: ::::.:.:...:.:. 30 DEEP d WORK ® DEEP Illk I COUNTER SURFACE B .:.............. N Ty COUNTER ::::� A-2 ELECTRIC----�I PANEL ::::::. � ...i .::....:/ 18" 1,,1'-0„ - 1„=1'-0” I 12" OVERHANG + AT GRIDS -+-- - \ .11 -IL-J AAlli • -, _ 1 AND 2 QTY. SIZE DESCRIPTION LOCK REMARKS REQUIRED CLEAR Q Q DOORS 2 30 70 INSULATED GALV. STEEL w/ WELDED STEEL JAMB AND WEATHERSTRIPPING DEFAULT .60 U -FACTOR UNICAN 1021 M -26D* SS BBH NRP HINGES TEXTURED PAINT FINISH NORTON 750013E CLOSER 4"x 25"LITE FLOOR SPACE TIP ® 8 -6 / IJ 19'-9"" A 2 ® 11" OVERHANG AT GRIDS A AND B 10'-2" / 15'-0' COL. 21 -6 " COL. FLOOR PLAN 5-16-13 •M• S1Y�' RECEIVED Gov WAsh► T NOTES: - DOOR LITE TO BE INSULATED, LAMINATED GLAZING -*DOOR LOCK PREPPED TO RECEIVE YALE 1210 6 -PIN CYLINDER (SUPPLIED BY BOEING) - KICK PLATES 10" x 34" STAINLESS STEEL EA. SIDE OF DOORS WINDOWS 3 36 x 30 HORIZONTAL SLIDER - DUAL GLAZE - LOW 'E' QUAKER- ALUMINUM FRAME FINISH - ARGON GAS NFRC .350 U -FACTOR - SHADING COEFFICIENT .38 1/4" = 1'-0" CITY OF TUKWILA JUN 12 2013 4., mow° .- I9'6 '0 f7,' i4 ' 1 NOTES — *1" INSULATED, EXT PANE PPG %4" TEMPERED w/ SOLARBAN 60 LOW 'E' - INTERIOR PANE Y4" SOUND CONTROL LAMINATED GLAZING PERMIT b ty-octO CENTER t 4, 35006 9 {+� 'k.',z., AGISTER �� 0 NAL 4-30-13 ENGINEERING AJB COPYRIGHT 2013, BLAZER INDUSTRIES, INC.,;. MODULAR ®FFI CF for. ` ` �'�'8� .. p._ , t: Job No: 17842.44 THIS MATERIAL IS THE EXCLUSIVE PROPERTY 12 x 30 Boeing Crew Shelter File opy: OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED ■■ 1 TO OTHERS EXCEPT AS AUTHORIZED BY THE ■, INDUSTRIES, INC. Drawn By: AJB DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. �� www.blazerind.com ■■ P.O. Box 489 • Aumsville, OR 97325-o48s WA. GOLD Pacific Mobile Tukwila WA � Issue Date: 4-30-13 #SHEATHING SCREWS © EDGE PATTERN #12 SCREWS @ 8"oc GUTTERS AND DOWNSPOUTS PROVIDED AND INSTALLED ON SITE BY OTHERS SHEET METAL FASCIA SHEET METAL FLASHING/ SOFFIT BD. C—CASING SIDING FASTENERS SHEATHING FASTENERS @ EDGE PATTERN STRAPPING @ 24"oc METAL SIDING OVER BUILDING WRAP 2" RIGID INSULATION (R-13) OVER STEEL SHEET 2 EAVE DETAIL 1"=1'-0" RIDGE CAP SHEATHING FASTERNS @ EDGE PATTERN #12 SCREWS @ 12"oc FASTENING SCHEDULE MATERIAL LIST 3 RIDGE DETAIL 1 "=1'-0" ROOF; TRACK—TO—RAFTERS RAFTER—TO—RAFTER STEEL SHEATHING—TO —ROOF MEMBERS WALLS: TRACK—TO—STUD VWSR—TO—STUD STEEL SHEET—TO—STUD SIDING—TO—STRAPPING STRAPPING—TO—STUD 2— #8 WAFERHEAD SCREWS #10 SCREWS (2 ROWS) @ 12"oc #8 SCREWS @ 6"oc EDGE, 12"oc FIELD. ALL EDGES SUPPORTED BY FRAMING OR BLOCKING 2— #8 WAFERHEAD SCREWS #8 SCREWS @ 8"oc TOP & BOTTOM. GLUE IN HELD #8 SCREWS @ 6"oc EDGE, 12"oc FIELD. ALL EDGES SUPPORTED BY BLOCKING OR FRAMING. SHEETS MAY RUN PERPENDICULAR OR PARALLEL TO '=RAMING #12 SCREWS @ 12"oc PER ROW — ROWS @ 4'oc MAX. (2) #12 SCREWS PER STUD 4-30-13 6" METAL STUDS 0 16"oc R-19 BATT INSULATION 5/8" VW SHEETROCK Q an am t trit vatItgy ENGINEERING SIDING FASTENERS STRAPPING @ 24"oc 24 GA. METAL SIDING OVER BUILDING WRAP 2" RIGID FOAM INSULATION OVER MIN. 0.018" STEEL SHEET BOTTOM TRACK SHEATHING SCREWS @ EDGE PATTERN 3/4" SELF—TAPPING SCREWS @ 16"oc SIDING FASTENERS FLASHING STRAPPING C12x25 1 FLOOR DETAIL 1"=1'-0" AJB 5-6-13 LOAD PATH CLARIFICATION PER CUSTOMER REVIEW RMS DATE REVISION BY 13'-10" OVERALL WIDTH DOUBLE 600S200-43 @ 24"oc R--38 SPRAY FOAM INSULATION 12 I3 24 ga. STANDING SEAM METAL ROOFING (13/4" TALL MAX. RIBS) SPAN RATED FOR 24"oc MAX. 11' COPYRIGHT 2013, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. CEILING HEIGHT I I N I__I / I I I I L1 TRUSS LTYP. 0 HEADER REQUIRED OVER CENTER WINDOW 5/8" GWB SUSPENDED CEILING ONE DRY CUP PERM VAPOR BARRIER ON THE WARM SIDE. TYP. THROUGHOUT THE BLD'G AT WALLS 3Y2" TOTAL CONCRETE DEPTH OVER B36-18 ga. DECKING ►'J�rMi�i AWIM'i!I M►'M!MMi k V��MM►�'M►444i?!!IY VITAWMMi''iM'M'I R-30 BATT INSULATION 12'-0" pli►da NM►NPJL'i METAL BOTTOM COVER ROOF: ROOFING. 24 ga. SEAM METAL (1 3/4" RIBS MAX) (SPAN RATED FOR 24"oc MAX) SHEATHING FRAMING 0 018" STEEL SHEET (25 GA. MIN.) (2) 600S200-43 (6" 18 GA. w/ 2" FLANGES) BACK—TO—BACK @ 24"oc TRACK. .600T200-43 INSULATION. .R-38 CLOSED—CELL SPRAY FOAM THERMAL BARRIER. .5/8" GYPSUM BOARD CEILING. .SUSPENDED T—BAR (PER IBC 803.9.1.1) #2910 RANDOM FISSURE (VINYL FACED) CEILING TILES "ARMSTRONG SEISMIC RX" ARCHITECTURAL ... .12" ROOF OVERHANG VENTING. ..... .NONE WALLS: SIDING. .24 GA. METAL SIDING OVER BUILDING WRAP STRAPPING. .54 MIL. (16 GA.) STEEL @ 24"oc SHEATHING 0 018" STEEL SHEET (25 GA. MIN.) FASCIA. .SHEET METAL WRAP TRIM. .C—CASING AT WINDOWS, & DOORS STANDARD 4" AT CORNERS FRAMING. .600S200-43 (6" 18 GA. w/ 2" FLANGES) GALV. STEEL STUDS @ 16"oc TOP TRACK. .600T200-43 (6" 18 GA. w/ 2" FLANGES) AT GRIDS 1 AND 2 600T200-54 (6" 16 GA. w/ 2" FLANGES) AT GRIDS A AND B BOTTOM TRACK. .600T200-43 (6" 18 GA. w/ 2" FLANGES) INSULATION R-19 UNFACED FIBERGLASS BATT AND 2" RIGID FOAM (R-13) AT EXTERIOR INTERIOR FINISH. 5/8" VWSR FLOOR: COVERING. .CARPET TILE BASE .4" RUBBER BASE DECK . .3Y2" TOTAL CONCRETE DEPTH OVER B36-18 ga. DECKING FRAME C12x25 AT PERIMETER w/ W8x13 AT 9'-6" MAX SPACING. GALVANIZED FINISH PAINTED — PERIMETER OF BUILDING ONLY INSULATION R-30 (USE TWO LAYERS OF R-15 FIBERGLASS BATT) BOTTOM COVER ......METAL SECTION 1/2" = 1'-0" ■ i 1111 ■ N INDUSTRIES, INC. Amt. www.blazerind.com ■■ P.O. BOX 489 • Aumsville, OR 97325-0489 A>A6> X13-696 MODULAR 12x30 WA. GOLD OFFICE for: Boeing Crew Shelter Pacific Mobile RECEIVED CITY OF TUKWILA JUN 1 2 2013 PERMIT CENTER Tukwila, WA erke_mutel A ad— s-Is '3 Job No: 17842-44 Drawn By: AJB Issue Date: 5-6-13 2 a o, c cf) N 13 CV, CD fl CO U) 0 W. 0 co CN :n m .o, 0 c) 0 I3 HSS6x2x1 /8" HSS3x2x1 /8" 12'-0" NOTE: WELD TOGETHER ALL CONNECTIONS w/ 3/6" FILLET OR FLARE—GROOVE WELDS ALL AROUND EA. JOINT 1 CENTER TRUSS 1/2"=1'-0" TOP CHORD TRACK 1 RAFTERS @ 24"oc (2) #12 SCREWS @ 24"oc (MIN.) #8 WAFERHEAD SCREWS AT EA. RAFTER STEEL TRUSS SEE DETAIL RAFTER -TO -TRUSS CONNECTION 2 1 1/2"=V-0" (4) #12 SCREWS PER SET OF DOUBLE RAFTERS OR BLOCKING (NSULATION NOT SHOWN FOR CLARITY) 1 EAVE FLASHING SOFFIT C—CASING STRAPPING SIDING OVER BUILDING WRAP 2" RIGID INSULATION OVER 0.018" STEEL SHEET FULL HEIGHT STUDS OF RAKED WALL 3 GABLE. END DETAIL 1 1/2"=V-0" 4-30-13 ENGINEERING 12" 10'-25" COL. w v L I / 1 A-2.1 " CEILING HEIGHT 1 --i 0.-440 0110 li 111.--""11 v AJB DATE REVISION BY COPYRIGHT 2013, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. SECTION - B>B> (7364USTRIES, INC. www.blazerind.com P.O. BOX 489 is Aumsville, OR 97325-0489 MODULAR 12x30 WA. GOLD OFFICE for: Boeing Crew Shelter Pacific Mobile RECEIVED CITY OF TUKWILA JUN 1 2 2013 PERMIT CENTER Tukwila, WA Ap File Copy. Drawn By: AJB Issue Date: 4-30-13 Job No: 17842-44 A-2.1 WALL 'A' ELEVATION 1/4" = 1'-0" lin WALL '1' ELEVATION 1 /4 = 1'=0„ DATE REVISION BY COPYRIGHT 2013, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES, 8'-6" WALL 'B' ELEVATION 1/4" = 1'-0 ■ 11111 NM INDUSTRIES, INC. i� www.blazerind.com 1111 P.O. BOX 489 • . Aumsville, OR 97325-0489 MODULAR 12x30 WA. GOLD cP19, WALL '2' ELEVATION 1/4" = 1'-0" bl3o?o RECEIVED CITY OF TUKWILA JUN 1 2 2013 PERMIT CENTER OFFICE for: BoCing Crew Shelter Pacific Mobile Tukwila, WA File Co : Drawn By: AJB Issue Date: 4-30-13 Job No: 1784244 A-3 HSS6x2xY8 STEEL COLUMN PLAN VIEW SIDE CHANNEL 600T200— 57 (TOP TRACK) HSS6x2xY8 STEEL COL. 1 COLUMN DETAIL 3"=1'-0" STEEL TRUSS (3) #12 SCREWS 600S200-43 (STUD) #12 SCREWS @ 12"oc STEEL SHEET 2Y2" x 12" x Y4" STEEL PLATE w/ (8) #12 SCREWS TO STUD SEE DETAIL 5/A-4 #12 SCREWS @ 12"oc #8 SCREWS @ 6"oc 600T200-43 6005200-43 #8 SCREWS @ 6"oc 600S200— 43 STEEL SHEET (SIDING AND INSULATION NOT SHOWN FOR CLARITY) 2 CORNER FRAMING DETAIL, 3"=1'-0" OCR® 4'-5346" #8 SCREWS @ 24"oc BOTH SIDES 3'-44" DOOR R.O. C12x25 BELOW / (2) 600S200-43 FASTEN TOGETHER w/ (2) ROWS OF #12 SCREWS @ 12"oc 600T200-43 2Y2" x 12" x Y4" STEEL PLATE w/ (8) #12 SCREWS TO STUD SEE DETAIL STEEL SHEET #8 SCREWS @ 6"oc 3 HOEDOWN STRAP AT DOOR 3"=1 °-0" 2 PLACES OR EDGE OF WALL FRAMING qOR® V ' 3Y" 4 / 1/ 346 V 3/" STEEL PLATES AT GRID A ONLY— SEE FLOOR FRAMING PLAN, SHEET A-4.1 2 " C12x251/END RAIL 3%6 V 3 @ 1Y2" 2Y2" x 12" x Y4" STEEL PLATE (DETAIL 5/A-4) \\1 C12x25 FULL LENGTH SIDE FRAME RAIL EDGE OF WALL FRAMING 4 FRAME CORNER DETAIL 3"_1'-0" 4-30-13 ENGINEERING AJB CO DATE REVISION BY Y4" STEEL PLATE 5 PLATE DETAIL 3"=1,-0" COPYRIGHT 2013, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. 3/16 O PL 3%6 X 9" x 9" MN. 6 TYPICAL SPLICE DETAIL INDUSTRIES, INC. www.blazerind.com P.O. BOX 489 • Aumsville, OR 97325-0489 3"=1,-0" MODULAR OPTIONAL AT SIDEWALLS 12x30 WA. GOLD N .IN C12x25 END RAIL 3,' 16 W8x13 1 7 TYPICAL BEAM CONNECTION OFFICE for: Boeing Crew Shelter Pacific Mobile 3"=1,-0„ RECEIVED CITY OF TUKWILA JUN 1 2 2013 PERMIT CENTER Tukwila, WA File CoJy: Drawn : y: AJB Issue Date: 4-30-13 Job No: 17842-44_ A-4 TYP. N 1 • 5,-5g" 5,—g„ 6'-6" 7'-64" 5,-9" 5,-5$" • FRAME SECTION 1 /2" = 1'-0' TYP. C12x25 6"x32"x4Y2" LAMINATED DOCK BUMPER 2 BUMPER DETAIL 3"=1'-0" 4-30-13 11'- 11. 30'-0" (FULL LENGTH SIDE RIM) 6'-6" 11'- 11 5'-5 1,1 10'-2 51, FORKLIFT POCKETS • • C12x25 ENGINEERING Li RAMP/ STAIR CONNECTIONS (TYP. OF 5) (2) L4x4xY4x6" LONG STEEL ANGLE w/ 3/8" GAP BETWEEN ANGLES (LOCATIONS T.B.D.) AJB 5-6-13 REVISED FORK POCKET LOCATIONS PER CUSTOMER RVW RMS DATE REVISION BY X 03 X X N 1)/2" x 12" x Y2" STEEL PLATE (TYP. OF 4) SEE 1/A-4.2 X 03 B--36 COMPOSITE FLOOR SPAN DIRECTION FLOOR FRAMING PLAN 1/2" = 1'-0" COPYRIGHT 2013, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. INDUSTRIES, INC. www.blazerind.com P.U. BOX 489 ■ Aumsville, OR 97325-0489 MODULAR 12x30 WA. GOLD 5'— 58" • \ TYP. \ 1 \ • 4'-516" OFFICE for: Boeing Crew Shelter Pacific Mobile / • 1 1 A-4.1 TYP. TYP. 3/8" STEEL PLATE (6" ON SIDES, 3Y2" ON ENDS (SEE 4/A-4) 1 PLATE DETAIL 3"=1'-0" D 1-5-o5‘o RECEIVED CITY OF TUKWILA JUN 122013 PERMIT CENTER Tukwila, WA File •opy: Drawn By: AJB Issue Date: 5-6-13 Job No: • 17842-44 A-4.1 16 16 W8X13C12x25 CROSS MEMBER SIDE RAIL 2" @ 8"oc 2" @ 8"oc 2" @ 24"oc \\ \\ \\ \\ \\ \\ \\ \\ HSS12x6x0.5 \\\\\\\\\\\\\\ s" /2" @ 24"oc 1Y2"w 12" LONG x Y2" THICK STEEL PLATE, TYP. OF (2) PER BEAM, 4' EA. SIDE OF CENTER SECTION THRU TUBE STEEL `\v 1" HSS12x6x0.5 DETAIL AT END OF TUBE STEEL 1 FORK LIFT POCKET DETAIL. 3„_1,-0„ _ C12x25 SIDE RAIL Y2"x2"x1'-6" STEEL BAR CENTERED ON HSS 546” / Y" 4 CUT OUT WEB FOR HSS C12x25 VEND RAIL r S" 16 #3x8" REBAR @ 12"oc 3„ \--B36 DECKING 3x3x3/6" STEEL ANGLE /2" @ 24"oc 1 Y2x1 Y2x346 STEEL ANGLE 16 /2" @ 24"oc 2STEEL ANGLE DETAIL 3"=1'-0" 4-30-13 C12x25 SIDE RAIL ARC SPOT (PUDDLE) WELD (TYP. OF 4 PER BEAM) MIN.3/8" BY 1" LONG OR Y2" DIAMETER 3,,. MIN. DEPTH OF CONC. OVER TOP FLANGE OF DECK #3x8" REBAR @ 12"oc MIN, 6x6xW1.4xW1.4 WELDED WIRE FABRIC REINFORCEMENT CENTERED IN 2" FILL OVER TOP FLANGE OF DECK B-36 18 GA. — CONCRETE (3000 PSI MIN.) 3 COMPOSITE FLOOR DECK DETAIL ENGINEERING 3"=1'-0 AJB 5-6-13 REVISED PER CUSTOMER REVIEW RMS DATE REVISION BY COPYRIGHT 2013, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. M■ 11 INDUSTRIES, INC. www.blazerind.com 111111 P.O. BOX 489 ■ Aumsville, OR 97325-0489 MODULAR 12x30 WA. GOLD br&o?o RECEIVED CITY OF TUKWILA JUN 12 2013 PERMIT CENTER OFFICE for: Boeing Crew Shelter Pacific Mobile Tukwila, WA C—j;;)".21 p• a f. •nst: File Y: Drawn By: AJB Job No: 17842-44 Issue Date: 5-06-13 A-4.2 BERC2 CLIP 0.$(41,N% .41k 1411/ 10 CROSS TEE WALL ANGLE #8 x 1/2" ROUND WASHER HEAD TEK SCREW (SELF— TAPPING) NOTE: SCREW IS NOT TIGHTENED DOWN AGAINST BERC2 CLIP UNATTACHED WALL (TWO ADJACENT WALLS) ATTACHED WALL (TWO ADJACENT WALLS) SEISMIC BERC CLIP —FACTORY INSTALLED AT TWO ADJACENT WALLS. 1 SEISMIC ATTACHMENT AT WALLS 3" = 1'-0" SYSTEM[ARMSTRONG 131'Rx' SUSPENSION (ESR 08)] SEISMIC BERC2 CLIPS PER DETAIL 1/M-1 2 x 4 FLUORESCENT TROFFER SUSPENDED T—GRID CEILING REFLECTED CEILING PLAN 1/8" = 1'-0" MECHANICAL NOTES: 1. DUCT MATERIAL IS GALVANIZED AND FLEX DUCT. DUCTWORK SHALL BE SUPPORTED PER IMC CHAPTER 6, SECTION 603. 2. MATERIAL IN DUCTS SHALL HAVE A FLAME SPREAD INDEX OF LESS THAN 25, SMOKE DEVELOPMENT OF 50 PER IMC CHAPTER 6, SECTION 602. 3. SEAL TRANSVERSE JOINTS IN ACCORDANCE WITH IMC CHAPTER 6, SECTION 603. 4. WHEN ISOLATION SLEEVES ARE USED AT LINE CONNECTIONS TO PLENUMS, THEN THEY SHALL COMPLY WITH IMC CHAPTER 6. 5. 8" DIFFUSERS w/ MANUAL DAMPERS, TYPICAL AS NOTED ON PLAN. 6. MINIMUM 300 CFM OUTSIDE AIR REQUIRED PER IMC CHAPTER 4 AND WS VI AOC CHAPTER 3 AND TABLE 3-4. 7. THE BUILT—IN ECONOMIZER SYSTEM IS INTERNALLY MOUNTED BEHIND THE SERVICE DOOR AND ALLOWS UP TO 100% OUTSIDE AIR THRU THE AIR INLET OPENINGS. IT INCLUDES A BUILT—IN EXHAUST AIR DAMPER. THE ECONOMIZER IS DESIGNED TO PROVIDE "FREE COOLING" WHEN THE OUTSIDE AIR TEMPERATURE IS COOL ENOUGH TO PROVIDE NEEDED COOLING WITHOUT USING THE COMPRESSOR. THIS IN TURN PROVIDES LOWER OPERATING COSTS, WHILE EXTENDING THE LIFE OF THE COMPRESSOR. DATE REVISION BY COPYRIGHT 2013, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. INDUSTRIES, INC. www.blazerind.com P.O. BOX 489 ■ Aumsville, OR 97325-0489 2 TON WALL HUNG HEAT PUMP 1020 cfm MAX. SUPPLY PLENUM MODULAR QTY. SIZE DESCRIPTION X 1 2 TON 8 kW BARD WALL HUNG HEAT PUMP w/ ECONOMIZER INDOOR THERMOSTAT 1 PECO T4932SCH-001 w/ MICROPROCESSOR— 7 DAY PROGRAMMABLE AUTOMATIC SETBACK— DEADBAND CONTROL OUTDOOR THERMOSTAT 1 #CMH -14A I X10 10 116 0 0 x o L 0 L 0/ L L L L \L L L /L SEISMIC BERC2 CLIPS PER DETAIL 1/M-1 2 x 4 FLUORESCENT TROFFER SUSPENDED T—GRID CEILING REFLECTED CEILING PLAN 1/8" = 1'-0" MECHANICAL NOTES: 1. DUCT MATERIAL IS GALVANIZED AND FLEX DUCT. DUCTWORK SHALL BE SUPPORTED PER IMC CHAPTER 6, SECTION 603. 2. MATERIAL IN DUCTS SHALL HAVE A FLAME SPREAD INDEX OF LESS THAN 25, SMOKE DEVELOPMENT OF 50 PER IMC CHAPTER 6, SECTION 602. 3. SEAL TRANSVERSE JOINTS IN ACCORDANCE WITH IMC CHAPTER 6, SECTION 603. 4. WHEN ISOLATION SLEEVES ARE USED AT LINE CONNECTIONS TO PLENUMS, THEN THEY SHALL COMPLY WITH IMC CHAPTER 6. 5. 8" DIFFUSERS w/ MANUAL DAMPERS, TYPICAL AS NOTED ON PLAN. 6. MINIMUM 300 CFM OUTSIDE AIR REQUIRED PER IMC CHAPTER 4 AND WS VI AOC CHAPTER 3 AND TABLE 3-4. 7. THE BUILT—IN ECONOMIZER SYSTEM IS INTERNALLY MOUNTED BEHIND THE SERVICE DOOR AND ALLOWS UP TO 100% OUTSIDE AIR THRU THE AIR INLET OPENINGS. IT INCLUDES A BUILT—IN EXHAUST AIR DAMPER. THE ECONOMIZER IS DESIGNED TO PROVIDE "FREE COOLING" WHEN THE OUTSIDE AIR TEMPERATURE IS COOL ENOUGH TO PROVIDE NEEDED COOLING WITHOUT USING THE COMPRESSOR. THIS IN TURN PROVIDES LOWER OPERATING COSTS, WHILE EXTENDING THE LIFE OF THE COMPRESSOR. DATE REVISION BY COPYRIGHT 2013, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. INDUSTRIES, INC. www.blazerind.com P.O. BOX 489 ■ Aumsville, OR 97325-0489 2 TON WALL HUNG HEAT PUMP 1020 cfm MAX. SUPPLY PLENUM MODULAR MECHANICAL PLAN 1/8" = 1'-0" QTY. SIZE DESCRIPTION X 1 2 TON 8 kW BARD WALL HUNG HEAT PUMP w/ ECONOMIZER INDOOR THERMOSTAT 1 PECO T4932SCH-001 w/ MICROPROCESSOR— 7 DAY PROGRAMMABLE AUTOMATIC SETBACK— DEADBAND CONTROL OUTDOOR THERMOSTAT 1 #CMH -14A I X10 10 116 MECHANICAL PLAN 1/8" = 1'-0" 12x30 WA. GOLD D(3-•640 OFFICE for: Boeing Crew Shelter Pacific Mobile RECEIVED CITY OF TUKWILA JUN 12 2013 PERMIT CENTER File Cop : Job No: 17842-44 Drawn By: Tukwila, WA Issue Date: AJB 4-30-13 M-1 QTY. SIZE DESCRIPTION H,V,A.C. 1 2 TON 8 kW BARD WALL HUNG HEAT PUMP w/ ECONOMIZER INDOOR THERMOSTAT 1 PECO T4932SCH-001 w/ MICROPROCESSOR— 7 DAY PROGRAMMABLE AUTOMATIC SETBACK— DEADBAND CONTROL OUTDOOR THERMOSTAT 1 #CMH -14A 12x30 WA. GOLD D(3-•640 OFFICE for: Boeing Crew Shelter Pacific Mobile RECEIVED CITY OF TUKWILA JUN 12 2013 PERMIT CENTER File Cop : Job No: 17842-44 Drawn By: Tukwila, WA Issue Date: AJB 4-30-13 M-1 PANEL SCHEDULE NOTE: ALL CONDUCTORS COPPER. 100 AMP PANEL SINGLE PHASE CKT NO. DESCRIPTION TRIP AMPS WIRE SIZE VOLT AMPS 288 VA VOLT AMPS WIRE SIZE TRIP AMPS DESCRIPTION CKT NO. 100 ------NN 100 AMP SINGLE PHASE- FED FROM 25 KVA TRANSFORMER METALLIC RACEWAY SYSTEM 1 RECEPTACLES 20 12 540—r RECEPTACLES THRU 10,000 OVER 10,000 �---N— 540 12 20 RECEPTACLES 2 MOTORS, COMPR. TOTAL LARGEST 3 DC RECEPT 20 20 12 12 1500 360 —"-'\ ~: 540 12 20 RECEPTACLES 4 �---Ns 1500 VA DC CONTROLLER 5 QUAD RECEPTS �~ 1080 12 20 PLUG STRIP 6 -- x % = 24" x 48" TROFFER 7 QUAD RECEPTS 20 12 360 'T r.".. 488 12 20 LIGHTING 8 82.4 85 9 QUAD RECEPTS 20 12 360 'T /-**--~ 360 12 20 QUAD RECEPTS 10 11 DC CONTROLLER 20 12 1500 —r -----N /..------N— 360 12 20 QUAD RECEPTS 12 13 HVAC 70 4 5260 ��— 180 12 20 EXTERIOR GFCI 14 15 70 4 5260 /..----N— 1080 12 20 PLUG STRIP 16 —/-----N\ 17 —�� \ 18 20 21 22 22 — 23 /� 24 ELECTRICAL PLAN REVIEW LOAD CALCULATIONS VOLTAGE: 120/240 PHASE: 1 0 SIZE CONNECTED LOAD CALC. LOAD LIGHTING EXTERIOR INTERIOR 200 VA x 125 % = 250 VA 288 VA x 125 % = 360 VA OUTDOOR THERMOSTAT 1 #CMH -14A ELECTRICAL PANEL -1 20" 100 AMP SINGLE PHASE- FED FROM 25 KVA TRANSFORMER METALLIC RACEWAY SYSTEM LIGHTING 6 2 x 4 2'X4' RECESSED TROFFER 28 WATT 2 TUBE COOPER 2GC-228T8A-UNV-L8835 2 RECEPTACLES THRU 10,000 OVER 10,000 5760 VA x 100 % = 5760 VA _ VA x 50 % = ___ VA MOTORS, COMPR. TOTAL LARGEST 2520 VA x 100 % = 2520 VA (1992) VA x 25 % = 498 VA HEATING 8000 VA x 100 % = 8000 VA DED RECEPTS (1) 1500 VA x 100 % = 1500 VA DC CONTROLLER 1 500 VA x 100 % = 1500 VA --- VA x 100 % = --- VA 98" -- x % = 24" x 48" TROFFER CEILING 2 (T --B) 28W TUBES 48 VA EACH FIXTURE x % = POWER PANEL K 1 — x % = --- TOTAL KVA CONNECTED LOAD AMPS 19.8 TOTAL KVA CALCULATED LOAD AMPS 20.4 82.4 85 25 <VA TRANSFORMER FACE SERVICE COVER TO CLEAR SPACE 100 AMP FUSIBLE DISC NEMA 4X STAINLESS STEEL 60A 480 VOLT PIN AND SLEEVE RECEPTACLE COOPER (AREA 632:9 X6,16 1 6a 2 L 4 rl? 186 I L 000204 r 60A, 2 WIRE 3 POLE ELECTRICAL EQUIPMENT CLEAR. SPACE REQUIRED CLEAR FLOOR SPACE WAC 296-46B-760 Device and junction boxes for fire alarm systems other than the surface raceway type must be substantially red in color, both inside and outside. Power - limited fire protective signaling circuit conductors must be durably and plainly marked in or on junction boxes or other enclosures to indicate that WAC 296-46B-760 Device and junction boxes for fire alarm systems other than the surface BONDING OCCURS IN 100 AMP PANEL FOR SEPERATELY DERIVED SYSTEM DATE REVISION BY COPYRIGHT 2013, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. frillINDUSTRIES, INC. www.blazerind.com P.O. BOX 489 ■ Aumsville, OR 97325-0489 11 • L' ONE -LINE -DIAGRAM 100 AMP FEEDER PANEL MAIN BREAKER 120/240 14 (1) #4 Cu'. TO BUILDING STEEL 100 AMP 7-7 8'-6" ELECTRICAL PLAN 1/4" = 1'-0" Fluorescent luminaries with double ended lamps that can be serviced in place, shall have an internal or external disconnect NEC 410.130 G 25 KVA 480-120/240V TRANSFORMER 1-1/4" SCH40 w/ (3) #2 cu ELECTRIC NOTES: PVC 60 AMP 480 VOLT PIN AND SLEEVE RECEPTACLE FOR HOOK UP TO SITE POWER COOPER (AREA 6324) 3/4" EMT w/ (2) #4 Cu (1) #8 Cu GROUND 1. WHEN STRANDED WIRE IS USED, ALL TERMINATIONS ARE MADE BY A PRESSURE TERMINAL, BY TAILING OFF WITH SOLID CONDUCTORS OF OTHER APPROVED MEANS OF TERMINATION 2. ALL CONDUCTORS ARE COPPER; TYPE THHN 3. RATING OF STANDARD PANEL IS 22,000 A.I.C. 4. WIRING METHOD IN METALLIC RACEWAY SYSTEM 5. LIGHTING CONFORMS TO WASHINGTON STATE ENERGY CODE 51-11, CHAPTER 15 RECEIVED 6. ALL DEVICES AND FAQCE PLATES TO BE WHITE CITY OF TUKWIL 7. THIS PLAN IS NOT AN AS -BUILT JUN 1 2 2013 PERMIT CENTER MODULAR 12x30 WA. GOLD OFFICE for: Boeing Crew Shelter ARS 4/25/2013 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall -mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low -light) provided the control fails in the high -light position. All switches, receptacles, controls and other operating devices must be accessible and within one of the reach ranges of ANSI A117.1 — 308 (per IBC 1109.13). H.V.A.C. (MOTOR, COMPRESSOR, HEATER SIZES) QTY. SIZE DESCRIPTION H. V. A. C. 1 2 TON 8 kW WALL HUNG HEAT PUMP w/ ECONOMIZER INDOOR THERMOSTAT 1 PECO #T4932SCH-001 w/ MICROPROCESSOR— 7 DAY PROGRAMMABLE AUTOMATIC SETBACK— DEADBAND CONTROL OUTDOOR THERMOSTAT 1 #CMH -14A ELECTRICAL PANEL -1 20" 100 AMP SINGLE PHASE- FED FROM 25 KVA TRANSFORMER METALLIC RACEWAY SYSTEM LIGHTING 6 2 x 4 2'X4' RECESSED TROFFER 28 WATT 2 TUBE COOPER 2GC-228T8A-UNV-L8835 2 100 WATT METAL HALIDE WALL PACK COOPER MPGP-100H-MT-LL DATE REVISION BY COPYRIGHT 2013, BLAZER INDUSTRIES, INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. frillINDUSTRIES, INC. www.blazerind.com P.O. BOX 489 ■ Aumsville, OR 97325-0489 11 • L' ONE -LINE -DIAGRAM 100 AMP FEEDER PANEL MAIN BREAKER 120/240 14 (1) #4 Cu'. TO BUILDING STEEL 100 AMP 7-7 8'-6" ELECTRICAL PLAN 1/4" = 1'-0" Fluorescent luminaries with double ended lamps that can be serviced in place, shall have an internal or external disconnect NEC 410.130 G 25 KVA 480-120/240V TRANSFORMER 1-1/4" SCH40 w/ (3) #2 cu ELECTRIC NOTES: PVC 60 AMP 480 VOLT PIN AND SLEEVE RECEPTACLE FOR HOOK UP TO SITE POWER COOPER (AREA 6324) 3/4" EMT w/ (2) #4 Cu (1) #8 Cu GROUND 1. WHEN STRANDED WIRE IS USED, ALL TERMINATIONS ARE MADE BY A PRESSURE TERMINAL, BY TAILING OFF WITH SOLID CONDUCTORS OF OTHER APPROVED MEANS OF TERMINATION 2. ALL CONDUCTORS ARE COPPER; TYPE THHN 3. RATING OF STANDARD PANEL IS 22,000 A.I.C. 4. WIRING METHOD IN METALLIC RACEWAY SYSTEM 5. LIGHTING CONFORMS TO WASHINGTON STATE ENERGY CODE 51-11, CHAPTER 15 RECEIVED 6. ALL DEVICES AND FAQCE PLATES TO BE WHITE CITY OF TUKWIL 7. THIS PLAN IS NOT AN AS -BUILT JUN 1 2 2013 PERMIT CENTER MODULAR 12x30 WA. GOLD OFFICE for: Boeing Crew Shelter ARS 4/25/2013 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall -mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low -light) provided the control fails in the high -light position. All switches, receptacles, controls and other operating devices must be accessible and within one of the reach ranges of ANSI A117.1 — 308 (per IBC 1109.13). H.V.A.C. (MOTOR, COMPRESSOR, HEATER SIZES) OPERATION VOLTAGE 197 MIN. 253 MAX. COMPRESSOR 8.3 RLA 58 LRA INDOOR BLOWER FAN 1.0 FLA 1/6 H.P. OUTDOOR BLOWER FAN 1.2 FLA 1/5 H.P. HEAT STRIP 8 KVA 20" MINIMUM CIRCUIT AMPS 65 AMPS MAXIMUM OVERCURRENT PROTECTION 70 AMPS OVERCURRENT PROTECTION— DUAL ELEMENT TIME DELAY FUSE OR HACR CIRCUIT BREAKER ELECTRICAL SYMBOLS SYMBOL DESCRIPTION HEIGHT TO TOP REMARKS -6,9n THREE WAY SWITCH 48" 1440 VA MAX. LIMIT PER SWITCH C DUPLEX RECEPT 20" 180 VA EACH (*C DEDICATED CIRCUIT 20" 1500 VA EACH Eta QUADPLEX RECEPT 20" 360 VA EACH A? 6 FT. PLUG-IN STRIP 57" 1080 VA EACH wPFCI WEATHER PROOF CFCI RECEPT 20" 180 VA EACH J J—BOX FOR DC CONTROLLER 48" •� 1500 VA EACH 25 KVA 480-240 VOLT TRANSFORMER (VERIFY) FED FROM 60A 480V RECEPTACLE T ® PHONE/DATA BOX 20" STUB UP & DOWN 1/2" FLEX CONDUIT OT THERMOSTAT 48" TO TOP OF J—BOX O HVAC DISCONNECT a I-0 PORCH LIGHT 100W MH 98" 100 VA EACH 1 1 L_____J 24" x 48" TROFFER CEILING 2 (T --B) 28W TUBES 48 VA EACH FIXTURE lEAt POWER PANEL K 1 A el A Pacific Mobile Tukwila, WA Drawn By: Issue Date: AJB 4-30-13 Job No: 17842-44 E-1