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HomeMy WebLinkAboutPermit M11-118 - JACKSONS FOOD STOREJACKSONS FOOD STORE 13138 INTERURBAN AV S M11-118 City okukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206.431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 0003000108 Address: 13138 INTERURBAN AV S TUKW Project Name: JACKSONS STORE NO 631 Permit Number: M11 -118 Issue Date: 03/23/2012 Permit Expires On: 09/19/2012 Owner: Name: PACWEST ENERGY LLC Address: 3450 COMMERCIAL CT , MERIDIAN ID 83642 Contact Person: Name: CARYL MATTSON Address: 18215 72 AV S , KENT WA 98032 Email: CMATTSON @BARGHAUSEN.COM Contractor: Name: EVERGREEN ENVIRONMENTAL SERVICES INC Address: 17108 9 AV SE , MILL CREEK WA 98012 Contractor License No: EVERGES061J5 Phone: 425 656 -1063 Phone: 425- 787 -8987 Expiration Date: 01/14/2014 DESCRIPTION OF WORK: PROVIDE AND INSTALL (3) HVAC SYSTEMS AND RELATED DUCTWORK INCLUDING THE EXHAUST FANS LOCATED IN RESTROOMS. HVAC SYSTEM WILL OPERATE ON NATURAL GAS AND ELECTRICITY. Value of Mechanical: $40,000.00 Type of Fire Protection: SPRINKLERS Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $673.56 International Mechanical Code Edition: 2009 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, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the back of this permit. Signature: Print Name: )A)c,k vco Date: 2 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M11-118 Printed: 03 -23 -2012 • • PERMIT CONDITIONS Permit No. M11-118 1: ** *BUILDING DEPARTMENT CONDPITONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Readily accessible access to roof mounted equipment is required. 6: 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. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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: IMC -4/10 M11-118 Printed: 03 -23 -2012 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us BCE #14700 Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. For office use only) 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 King Co Assessor's Tax No.: 0003000108 Site Address: 13138 Interurban Avenue South (@ 48th Avenue S.) Suite Number: Tenant Name: Jacksons Store No. 631 New Tenant: Property Owners Name: PacWest Energy, LLC Floor: ❑ Yes ..No Mailing Address: 3450 East Commercial Court Meridian, Idaho City 83642 State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Ms. Caryl Mattson, Design Engineer Barghausen Mailing Address: Consulting Engineers, Inc. 425 6 Day Telephone: ( ) 56 -1063 18215 - 72nd Avenue South, Kent 98032 E -Mail Address: cmattson @barghausen.com Kent, Washington City State Fax Number: (425) 251 -8782 98032 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: TBD Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: State Zip Expiration Date: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Barghausen Consulting Engineers, Inc. Mailing Address: 18215 - 72nd Avenue South Contact Person: E -Mail Address: David Segal, P.E. dsegal @barghausen.com Kent, Washington City State Day Telephone: (425) 251 -6222 98032 Zip Fax Number: (425) 251 -8782 14700 -F -APPL -BLDG -Convenience Store - 2011- 08- 12.pdf H:Wpplications\Ponns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7.2010 bh Page 1 a 6 BUILDING PERMIT INFORMATI• 206 -431 -3670 • Valuation of Project (contractor's bid price): $ 239,151.36 Existing Building Valuation: $ 184,506.56 Scope of Work (please provide detailed information): in s -fo . Construct a new 2,976 - square foot building; with a 2,174- square foot convenience store associated with the retail fuel sales and a 802 - square foot employee Learning Center. Will there be new rack storage? El Yes J.. 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? ❑ Yes m No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers 0....... Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? m 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: .pplications\Forms- Applications On line12010 Applications17.20 I - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC is` Floor 2,976 V -B B & M .2,2% 2 "d Floor Yd 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? ❑ Yes m No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers 0....... Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? m 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: .pplications\Forms- Applications On line12010 Applications17.20 I - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 MECHANICAL PERMIT INFORMt ON — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: TBD Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 34,000 Scope of Work (please provide detailed information): Provide and install two (2) HVAC systems and related duct work; including exhaust fans located in rest rooms. HVAC system will operate on natural gas anti electricity. Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... m Replacement .... ❑ Fuel Type: Electric ❑ Gas....0 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 19 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct 2 Thermostat 2 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM 2 Incinerator — Comm/Ind HAApplicationsWomms- Applications On Line'2010 Applications\7-2010 - Permit Application.doc Revisal: 7 -2010 bh Page 4 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 Signature: Print Name: Barghausen Consulting Engineers, I Ms. Caryl Mattson, Design Engineer attkir Datq:, O c3 ' (90 Mailing Address: 18215 - 72nd Avenue South IDate Application Accepted: Day Telephone: (425) 656 -1063 Kent WA 98032 City State Zip Date Application Expires: H:\Applicat ions \Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh fA v3 (l Staff Initials: � I Page 6 of 6 Cit,of Tukwila. • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: //www.ci.tukwila.wa.us SET RECEIPT RECEIPT NO: R12 -00906 Initials: JEM Payment Date: 03/05/2012 User ID: 1165 Total Payment: 11,325.70 Payee: PACWEST ENERGY LLC SET ID: 1017 SET NAME: JACKSON STORES SET TRANSACTIONS: Set Member Amount D11 -285 652.40 D11 -286 6,892.55 D11 -287 1,798.15 EL11 -0791 505.30 EL11 -0792 212.90 -M11-118 553.55 PG11 -126 710.85 TOTAL: 652.40 TRANSACTION LIST: Type Method Description Amount Payment Check 0007347 11,325.70 TOTAL: 11, 325.70 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PERMIT - NONR GAS - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000.322.100 5,947.70 000.322.101.00.0 718.20 000.322.103.00.0 63.00 000.322.102.00.0 538.85 000.345.830 14.70 000.322.103.00.0 647.85 000.322.100 250.00 000.342.400 89.50 000.342.400 2,992.40 000.345.830 50.00 640.237.114 13.50 TOTAL: 11,325.70 CiP of Tukwila, • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: hit,,: //www. ci. tukwila. wa. us SET RECEIPT Copy Reprinted on 08 -23 -2011 at 14:59:02 08/23/2011 RECEIPT NO: R11 -01842 Initials: JEM Payment Date: 08/23/2011 User ID: 1165 Total Payment: 4,593.29 Payee: BARGHAUSEN CONSULTING ENGINEERS, INC. SET ID: S000001558 SET NAME: JACKSON STORE 631 SET TRANSACTIONS: Set Member Amount D11 -285 193.64 D11 -286 2,756.50 D11 -287 1,165.87 EL11 -0791 126.33 EL11 -0792 53.23 M11 -118 120.01 PG11 -126 177.71 TOTAL: 193.64 TRANSACTION LIST: Type Method Description Amount Payment Check 29585 4,593.29 TOTAL: 4,593.29 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES PW BASE APPLICATION FEE 000.345.832.00.0 000.345.830 000.322.100 TOTAL: 179.56 4,163.73 250.00 4,593.29 INSPECTION NO. CITY OF- TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit PERMIT DIVISION (206) 431 -36 Project: .,AC I45oQ Type of Inspection: i— IQe‘L- Address: Date Called: Special Instru ons: Date anted:. (a.m. Requester: Phone No: 174Approved per applicable codes. Corrections required prior to approval. COMMENTS: ECTION FEE REQUIR D. Prior to q xt inspection. fee must be t 6300 Southcenter Blv ' , Suite 100. /Call to schedule reinspection. . . INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 'CITY' OF TUKWILA BUILDING DIVISION �� • .; 6300 Southcenter Blvd., #100, Tukwila. WA 98188 v., (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 MU- He : ■• Projects- ' t Type oir s,pection Address` J f.6 � Datera J u / tr 71 Special instructions: . • • Date Wanted:/. l9 Z 2- (Z p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COA MENTS: NizeiN B AAkAcE kfloar'f ' r -mss j 4T A >4. 6 V. DJ c- :1 ti k•-. t'6 Li 6 tt- ;TA/ 44 to, \ le t 1A 1 Ins•ector: Date: ` REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECT! o N NO. PERMIT NO. CITY OF TUKWILA BUILDING VISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 e. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project:,�_/y J / 'CJo, r S`t /p Type of Inspection: /oJa -t . U L4e. Ad Ir :3(3 Er lJ r � ate CI 0 ) Special Instructions: Date Wanted :. t m) 6 -(-'- (Z- P.m. Requester: Phone No Approved per applicable codes. COMMENTS: ElCorrections required prior to approvals n -z: (--� r 6,2 Inspecto' • 'Date: A REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Balance Report & Commission Plan June 22, 2012 Project: Jacksons Food Store #631 13138 Interurban Avenue South Tukwila, WA. Unit Data Designation AC -1 Make Carrier Model 48TC DA04A2A5 -0A9A0 Test Data Design Actual Total CFM 1200 1190 (VI ►1- tt Supply CD -1 Learning 360 350 CD -2 Learning 360 370 CD -3 Learning 360 360 CD-4 Learning 120 110 Return RA -1 1200 1190 REFRIGERATION' AIR CONDITIONING - CONTRACTING' ENGINEERING' SALES - LEASING ` SERVICE 4332 CHENNAULT BEACH RD, MuiuLTEO, WA 98275 (425)821 -3333 1- 800 - 346-7326 FAX (425) 212 -2544 1 Unit Data Designation AC -2 Make Carrier Model 48TC DA05A2A5 -0A0A0 Test Data Design Actual Total CFM 1700 1710 Supply CD -1 Store 300 310 CD -2 Store 300 300 CD -3 Store 300 320 CD -4 Store 350 330 CD -5 Store 350 340 CD -6 Men's 50 60 CD -7 Women's 50 50 Return RA -1 1600 1610 EF -1 109 80 EF -1 109 100 REFRIGERATION - AIR CONDITIONING - CONTRACTING - ENGINEERING' SALES " LEASING " SERVICE 4332 CHENNAULT BEACH RD, MUKILTEO, WA 98275 (425)821-3333 1- 800346-7326 FAX (425) 212 -2544 2 J Unit Data Designation AC -3 Make Carrier Model 48TC DA05A2A5 -0A0A0 Test Data Design Actual Total CFM 1450 1550 Supply CD -1 Store 350 370 CD -2 Store 350 380 CD -3 Store 350 360 CD -4 Storage 50 60 CD -5 Backroom 175 185 CD -6 Backroom 175 195 Return RA -1 1600 1570 REFRIGERATION' AIR CONDITIONING - CONTRACTING - ENGINEERING' SALES " LEASING' SERVICE 4332 CHENNAULT BEACH RD, MUKILTEO, WA 98275 (425)821-3113 1- 800 346-7326 FAX (425) 212 -2544 3 Commissioning Report Tested all systems and performed start-up. All system pressures and temperatures checked out per manufacturer's performance data. Thermostat function tested correctly with control set -up. Checked filter condition, tested clean. Checked for proper equipment attachment to structure. Checked economizer cycle and operation test Ok. Ambient Temperature: 61 dry bulb / 57 wet bulb Conditions: Cloudy TECHNICIAN: Employee # 23 Shane Sullivan Cc: File Job #5732 REFRIGERATION' AIR CONDITIONING' CONTRACTING - ENGINEERING " SALES - LEASING - SERVICE 4332 CHENNAULT BEACH RD, MUKILTE0, WA 98275 (425)821-3333 1- 800346-7326 FAX (425)212 -2544 4 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential MECftSUM` Revised August 2010 Project Info 4 ®p� . r• s �� Project Address Jackson Food Store Date 9/18/20111 For Building Dept. Use 13138 Interurban Ave S. "'�• Tukwila, Wa Applicant Name: . Applicant Address: REV F( Applicant Phone: CODE ject Description Briefly 'describe mechanical system type and features. ❑ Includes Plans LIEWED COMPLiii APPROVE Rooftop Gas Packs 5 1 SE 2011 Ir Compliance Option pity Of 1 UkWaL 0 Simple System 0 Complex System 0 Systems Analysis JI IIV IVIS! (See Decision Flowchart (over) for qualifications. Use separate MECH -SU oInapiy ., 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.' Capacity2 Btu /h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery Y/N See MO1 Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu/h OSA cfm or Econo? Input Btuh Output Btuh Efficiency' Heat Recovery Y/N See MOl Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' CFM SP' HP /BHP Flow Controls Location of Service See M01 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. ' 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. CITY AUG .2 2011 PERMITCEi1+ 2009 Washiogton 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 August 2010 Project Address Jackson Food store IDate 8/18/2011 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) 1411 Equipment Performance Yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M01 N.A. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss N.A. 1411.1 Air - cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water - cooled chiller Full -load and NPLV values adjusted for any non - standard condiitons N.A. 1411.4 Pkg. elec. htg.& Gig. List heat pumps on schedule N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls Yes 1412.1 Temperature zones Indicate locations on plans M02 Yes 1412.2 Deadband control Indicate 5 degree deadband minimum MO1 N.A. 1412.3 Humidity control Indicate humidistat Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback MO1 Yes 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage MO1 N.A. 1412.4.2 Optimum Start Indicate optimum start controls N.A. 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule N.A. 1412.6 Combustion heating Indicate modulating or staged control Yea 1412.7 Balancing Indicate balancing features on plans Moe N.A. 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas N.A. 1412.8 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. Yes 1422 Thermostat interlock Indicate thermostat interlock on plans MO1 Yes 1432.2.1 Temperature Reset Indicate temperature reset method Mol 1413 Air / Water Economizers Yes 1412.1 Single zone systems Indicate multiple cooling stage control capability. Mot Yes 1413.1 Air Econo Operation Indicate 100% capability on schedule Mot 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 MO1 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 and sealing requirements MO1 Yes 1414.1 Duct testing Indicate testing required MO1 Yea 1414.2 Duct insulation Indicate R -value of insulation on duct Mot 1415 Piping Systems Yes 1415.1 Piping insulation 'Indicate R -value of insulation on piping MOl 1416 Completion Requirements Yea 1416.3.2 System Balancing Indicate air and water system balancing requirements MO1 Yes 1416.3.3 Functional Testing Provide sequence of operations and test procedures. rtol Yes 1416.3.4 Documentation Indicate O &M manuals, record drawings, staff training . MO1 Yes 1416.3.5 Comm. Report Indicate requirements for final commissioning report MO1 Yes 1416.4 Compliance Chklist Submit to building official upon substantial completion. M01 Yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, ctm, hp, economizer a • r 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued MECHCHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Address Jackson Food score 1Date 8/18/2011 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. 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 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 exnlanatienv collons smith structural engineers 485 Front Steet N Suite F =3 Issaquah, WA 98027 p: 425369.1 101 f: 425.369.1157 t. Jacksons #631 F4------- -- _ 13138 Interurban Ave South BCE# 14700 Structural Calculations Project Location Designer Structural Project Number Date REVIEWED FOR CODE COMPLIANCE APPROVED SEP 15 2011 City of Tukwila BUILDING DIVISION Jacksons #631 13138 Interurban Ave South Tukwila, WA Caryl Mattson Barghausen Consulting Engineers 18215 72nd Avenue South Kent, WA 98032 (425)251 =6222 Bryan Collons; PE, SE 10 -050 August 15, 2011 INCOMPLETE LTR# lot ll— 118 Opy RECEIVED SEP 06 2011 PERMIT CENTER millions + smith structural engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 p: 425.369.1101 • f 425.369.1 157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 2 of 64 Design Criteria collons + smith structural engfaeer. 485 Front Steet N • Suite F -3 Issaquah, WA 98027 p: 425.369.1101 • f 425.369.1157 Criteria: JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 3 of 64 Project: Jacksons #631 13138 Interurban Ave South Tukwila, WA BCE# 14700 Number. 10 -050 Governing Codes: 2009 International Building Code ASCE 7 -05 Wind: ASCE 7 -05 85 mph qP= qh = Exposure B 10.8 psf 10.8 psf Seismic: ASCE 7 -05 Equivalent Lateral Force Procedure Site Class See Geotechnical Below Lat 47.485 Long - 122.271 Design Category = D Building Type = II From ASCE 7 Tbl 1 -1 Importance Factor = 1.00 Ss= 1.468 S1 = 0.505 Fa = 0.900 Fv = 2.400 , / SMS = 1.321 Y SMI = 1.212 Sps = 0.881 Spy = 0.808 R = 6.5 Light Framed Wood Walls no = 3 Overstrength Factor CST = 0.1355 CSC= 0.1355 Vbase Cs x W = 0.1355 x W Geotechnical Data: Report by: Salem Engineering Group Project No. 2- 210-0701. Dated November 24, 2010 Site Class E Allowable Soil Bearing 2,000 psf - Dead + Live Allowable Soil Bearing 2,650 psf - Seismic or Wind Soil Density 130 pcf EFP - Passive 300 pcf Friction Coefficient 0.40 Minimum Footing Depth 18 inches Print Date: 8/17/2011 3:27 PM collons + smith structural engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 p: 425369.1101 E 425369.1157 Criteria: JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 4 of 64 Project: Jacksons #631 13138 Interurban Ave South Tukwila, WA BCE# 14700 Number. 10 -050 Roof Live Load Snow Load 25.0 psf Roof Live L.- Existing Roof Roofing - Allowance 3.0 psf Insulation - 3" Rigid fiberglass 0.4 psf Sheathing - 7/16" Struct I sheathing 1.3 psf Framing - Connector Plate Roof Trusses @ 24 "oc 3.1 psf Electrical, Mechanical 1.8 psf 1/2" Resilient Channels 0.1 psf Ceiling -- (1) layer 5/8" GWB 2.8 psf Miscellaneous 2.4 psf 14.9 psf For Beam & Joist design Say 20.0 psf Print Date: 8/17/2011 3:27 PM canons + smith 485 Front Steet N - Suite F -3 Issaquah, WA 98027 p: 425.369. 1 101 • f: 425.369.1157 Project: Jacksons #631 13138 Interurban Ave South Tukwila, WA BCE# 14700 Number: 10 -050 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 5 of 64 Photos webcams Labels Latitude 47.485 Longitude - 122.271 Print Date: 8/17/2011 2:59 PM JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 6 of 64 callous + smith structural ru 485 Front Steet N - Suite F -3 Issaquah, WA 98027 p: 425.369.1101 - f: 425.369.1 157 Jacksons #631 13138 Interurban Ave South Tukwila, WA BCE# 14700 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.484 Longitude = - 122.27100000000002 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.468 (Ss, Site Class B) 1.0 0.505 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.484 Longitude = - 122.27100000000002 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 Site Class E- Fa = 0.9 ,Fv = 2.4 Period Sa (sec) (g) 0.2 1.321 (SMs, Site Class E) 1.0 1.211 (SM1, Site Class E) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.484 Longitude = - 122.27100000000002 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class E - Fa = 0.9 ,Fv = 2.4 Period Sa (sec) (g) 0.2 0.881 (SDs, Site Class E) 1.0 0.807 (SD1, Site Class E) Print Date: 8/17/2011 3:14 PM JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 7 of 64 collons 4- smith structural engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 p: 425.369.1101 • F. 425.369.1157 Seismic Design Coefficient (ASCE 7 -05) Ground Motion Parameters (Section 11.4) Ss 1.468 Short Period MCE Spectral Response Acceleration S1 0.505 1.0s MCE Spectral Response Acceleration Fa 0.900 Site Coefficient (Tbl 11.4 -1) Fv 2.400 Site Coefficient (Tbl 11.4 -2) SMS 1.321 Adjusted Short Period MCE Spectral Response Acceleration SM1 1.212 Adjusted 1.0s MCE Spectral Response Acceleration SDS 0.881 Design Short Period Acceleration Parameter SDI 0.808 Design 1.0s Acceleration Parameter 1 Occupancy Importance Factor (Tbl 11.5 -1) TL (sec) 6 Long -Period Transition Period D Seismic Design Category Structural System Type (Section 12.2.1) RTrans °Trans Cd,Trans Rlong 0Long Cd Long 6.5 Response Modification Coefficient (Tbl 12.2 -1) 3 System Overstrength Factor (Tbl 12.2 -1) 4 Deflection Amplification Factor (Tbl 12.2 -1) 6.5 Response Modification Coefficient (Tbl 12.2 -1) 3 System Overstrength Factor (Tbl 12.2 -1) 4 Deflection Amplification Factor (Tbl 12.2 -1) Approximate Fundamental Period (Section 12.8.2.1) hn (ft) 15 Highest Level of Structure Ct 0.02 Period Parameter (Tbl 12.8 -2) x 0.75 Period Parameter (Tbl 12.8 -2) T (sec) 0.15 = Cthn' Seismic Response Coefficient Cq (Section 12.8.1.1) Transverse Ca 0.136 = Sos/(R/I) Cs,max 0.815 = SD1 /(T *R/l) Gamin 0.010 CST 0.1355 Longitudinal Ca 0.136 = SDS/(R/1) Cs,max 0.815 = SD1 /(T *R/I) Ca,min 0.010 CSL 0.1355 Print Date: 8/17/2011 3:14 PM collons + smith structural engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 p: 425.369.1101 • f. 425.369.1157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 8 of 64 Gravity Design :b 1IU 59/01 .9-.II r95/9 .0-A < L951OZ Y95/01 SO4 Y'9ooL .0-AC r9Sg A room sOd OY0141 200:02 9018 d0 OAI HUUP1 nrkIS 31V'k! d010►7194 319105 WNW" 9072 d0.0•AI 15116I znis 31W d01 MOH 31995 collons + smith structural engineers 485 Front Steet N • Suite F-3 Issaquah, WA 98027 o: 425.369. I 101 • f: 425.369.1157 31, JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 10 of 64 I1 I i , 1 . , I) 1 ig ti,,o.t.,. x 4r 1I-1 32- k. ._, A,. . . ! ! 5. ;Z—c.psfl A I I -IH - • . . , p. ;/bpspj it_ S-1 .-.: I re) - " • I s , 1 . I , . , ,• • • , 1,) 12psF 1-1. , 1 ' I S. *.p5F 11) -.% I CV . . ! , 1 1 I 1- • - - ! ! ! 1 , I 1- - • ! - -- ; 1 ■ TelEiciitZY■-■ Accia.!: 5 ! iek I , 1 , 1 /)Y , u!Ssi ig 1 1 I t•ita ( 'p = 43z. _pIFF . 1 . I S,•,,,,_, eat.... .1 1 • • •• 1 1 6;./4x,e1-6,,Pz (.7L-8 I I • L 0 : I I 1 i i• • : . 1 .1- , rhAlt,14 beprn- 1 ..)f- P-0.1 • i i i 1 JSF #631 Tukwila - Permit Calcs KeyBeam84.507r 23lLL/LU 1 1 Yage I I Or tK► ImtBeamEngine 4.509s Materials Database 1309 8 -18-11 11:51 am loft Member Data Jescriptlon: Member Type: Beam Application: Roof Top Lateral Bracing: Continuous Slope: 0.00 / 12 Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 15 PLF Deflection Criteria: L/240 live, L/180 total Snow Load: 30 PLF Deck Connection: Nailed Member Weight: 76.3 PLF Filename: #631 - RB1.K Other Loads Type Ttib. Dead Other (Description) Side Begin End Width Start End Start Replacement Uniform (PLF) Top 0' 0.00" 42' 0.00" 432 600 Replacement Uniform (PLF) Top 0' 0.00" 42' 0.00" 50 0 Replacement Uniform (PLF) Top 0' 0.00" 42' 0.00" 48 100 End Category Snow Snow Snow 4200 @/ 4200 Bearings and Reactions Input Mn Gravity Gravity Location Type Material Length Requited Reaction Uplift 1 0' 0.000" Wall Steel 8.000" 6.076" 26657# -- 2 40' 9.750" Wall Steel 8.000" 6.076" 26657# -- Maximum Load Case Reactions ' ?Bed for apal/ng Plat loads (or line toads) to canOing members Dead Snow 1 12372# 14284# 2 12372# 14284# Design spans 40' 9.750" Product: 24F -V45 DF /DF 6 3/4 x 46.500000 Component Member Design has Passed Design Checks." Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design . Actual Allowable Capacity Location Loading Positive Moment 271982.' 444775.'# 61% 20.41' Total load D+S Shear 21595.# 63769.# 33% 38.77' Total load D+S Max. Reaction 28657.# 35100.# 75% 0' Total load D+S LL Deflection 0.4292" 2.0406" L/999+ 20.41' Total load S TL Deflection 0.8010" 2.7208" L/611 20.41' Total load D+S Control: Max. Reaction DOLs: Live =100% Snow =115% Roof =125% Wind =160% This member has been designed in accordance with NDS 2005 J All product names are trademarks of their respective owners ..' ;r s �' r�ll Ai el . 4s, •• got C1987.2011 by xe7me rk Enterprises. ILC.ALL RIGHTS RESERVED. cm"wwxer.. ..Passing Is defined as when the member. doer olst beam or girder shown on this drawing meets applicable design criteria for loads, Loading Conditions, and Spans listed on this sheet The design most be reviewed bye qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer's specifications. JSF #631 Tukwila - Permit Calcs KeyBeam ®4.507r tti[utu 1 rage I c or 134 ImtBeamEngine 4.509s Materials Wlabase 1309 8- 18-11 11:52am I of I Member Data 3escription: Member Type: Beam Application: Roof Top Lateral Bracing: Continuous Slope: 0.00 / 12 Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC I IRC Dead Load: 15 PLF Deflection Criteria: U240 live, U180 total Snow Load: 30 PLF Deck Connection: Nailed Member Weight: 44.8 PLF Filename: #631 - RB2.K Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Replacement Uniform (PLF) Top 0' 0.00" 16' 0.00" 432 600 Replacement Uniform (PLF) Top 0' 0.00" 16' 0.00" 50 0 Replacement Uniform (PLFI Top 0' 0.00" 16' 0.00" 48 100 Category Snow Snow Snow • . ?F-Pt !y,.q. - , -:44340 ..• . • .' $ *A!?'4'...6iA4SIIZAKV.. -• YwarkA,.A.A.) -0w, vfirl ... ;" .s• • .. • .. • :.. :0,.s. IktiAVAASArwile eie:th,.i43rfP:•'•*044 4 avic hi' PkNC*V!Rrtr; Y'I__ .. -.. t .:..v.:. c- ..,- ?wls-.:.', . • . 16 0 0 /(3) 16 0 Bearings and Reactions Input Min Gravity Gravity Location type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 8.000" 2.834" 9441# -- 2 14' 9.750" Wall Steel 8.000" 2.834" 9441# -- Maximum Load Case Reactions 'hed for applying point loads (or line loads) to carrying members Dead Snow 1 4257# 5184# 2 4257# 5184# Design spans 14' 9.750" Product: 24F -V4e DF/DF 6118 x 36 Component Member Design has Passed Design Checks." Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 34963.'# 236223.'# 14% 7.41' Total load D+S Shear 5617.# 37484.# 14% 0.01' Total load D+S Max. Reaction 9441.# 26650.# 35% 0' Total load D+S LL Deflection 0.0211" 0.7406" L/999+ 7.41' Total load S TL Deflection 0.0385" 0.9875" L/999+ 7.41' Total load D+S Control: Max. Reaction DOLs: Live =100% Snow=115% Roof =125% Wind =180% This member has been designed in accordance with NDS 2005 _ All product names are trademarks of their respective owners - • irr 7w ; t °I u • pydght (C)19872011 by Ke mark Enterprises. LLC.ALL RIGHTS RESERVED. L� L\tCClar■Y LLC **Passing Is defined as when the member, fioorjolst, beam orgbdet shown on this drawing meets applicable design criteria for Loads. Loading Conditions, and Spans listed on this sheet. The design most be reviewed bye qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer's specifications. �r collons + smith structural engineers 485 Front Steet N Suite F.3 Issaquah, WA 98027 a: 425.369.1101 • f: 425.369.1157 G?''' JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 13 of 64 I Sp5r S ZSpS ,r i I iH JSF #631 Tukwila - Permit Calcs fCeyBt�rt ® a.smf 8!"LL11U11 Page 14 of b4 lanBeamEngine 4.509s Materials Database 1309 8 -18-11 l 1:51am 1 of 1 Member Data ) escription: Member Type: Beam Application: Roof Top Lateral Bracing: Continuous Slope: 0.00 / 12 Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 15 PLF Deflection Criteria: U240 live, U180 total Snow Load: 30 PLF Deck Connection: Nailed Member Weight: 44.8 PLF Filename: #631 - RB3.K Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Replacement Uniform (PLF) Top 0' 0.00" 16' 0.00" 7 100 Replacement Uniform (PLF) Top 0' 0.00" 16' 0.00" 50 0 Replacement Uniform (PLF) Top 0' 0.00" 16' 0.00" 48 100 Category Snow Snow Snow / :. —i.,v .. .. .. _ ... .•1 :.�61 4?..� a.}1,700.i 0 `,:: •t' r,.rt,IIA....4.0 Na i : -0f.. t_ sr, .f. . ,...r • :!!rwtic^3.:,F °d0!Y4:41i" 0.1.liY444426`•RY.:2.' Y fdh 4 A stir Y'"+..:,:6Fa + :. ,. . .. . .. 16 0 0 (1) ® 18 0 0 Bearings and Reactions Input Mn Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 8.000" 1.500" 2591# — 2 14' 9.750" Wall Steel 8.000" 1.500" 2591# — Maximum Load Case Reactions Used for apptying point loads (aline loads) to carrying members Dead Snow 1 1109# 1481# 2 1109# 1481# Design spans 14' 9.750" Product: 24F -V4e DF /DF 51/8 x 38 Component Member Design has Passed Design Checks." Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 9594.'# 236223.'# 4% 7.41' Total load D+S Shear 1541.# 37484.# 4% 0.01' Total load D+S Max. Reaction 2591.# 26650.# 9% 14.81' Total load D+S LL Deflection 0.0060" 0.7406" L/999+ 7.41' Total load S TL Deflection 0.0106" 0.9875" L/999+ 7.41' Total load D+S Control: Max. Reaction DOLs: Live =100% Snow=115% Roof =125% Wind =180% This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners y +r R' r v,{"° + r . •• • ght (C)1987,2011 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. cvrewuu...ur **Passing Is defined ea when the member. floorloist beam or girder shown on this drawing meets applicable design alters for toads, Loading Conditions, and Spans listed on this sheet The design must be reviewed bye qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer's specifications. L JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 15 of 64 To c ) 2—)cco F3R.4 1JP/ POTE 0.9 (1. 1i.J< ,••••• • ••• 1.• 1 oc.z.xj,42.a„ FLA--r be- 1ri2.t-4 /141D 4700 DFH 2.4x Cu I F ' collons + smith structural engineers 485 Front Steec N • Suite F-3 Issaquah, WA 98027 p: 425.369.1101 f: 425.369,1157 JSF #631 Tukwila - Permit Calcs —1 8/22/2011 Page 16 of 64 - , . D 7 1 tob.=1-2 -14-804 )11(°//z1,-,- L ' 0,07? f "Z. = (pap .I,p ;E 1 l674 = I i 1 1 , ,_ • 1 f.. .0 ( C.)F6F1 c) 4..c:44.40-e. • 1 , • i• 1 1.• • • • • 1 • I 1 , 1 1 i , 1 1 I , 1 _J Key Coln mn KeyColumn 1.028 �5F #bsl Tukwila - Permit Calcs 8/22/2011 Page 17 of 64 08/18/11 17:48:28 1of1 Member Data Standard Loads: lead Load = 640 lbs Snow Load = 800 lbs Wind Load = 20 psf Member Type: Standard Wall Stud Spacing = 1-4-0 X- Bracing: Continuous Y Bracing: Unbraced Top support: Pinned Base support: Pinned Building Code: IRC 2006 Axial Load Eccentricity (X) = 0.00 % Axial Load Eccentricity (Y) = 8.33 % Deflection Limit: U180 Moisture Condition: Dry 15-0-0 Bearings and Reactions Location z- Reaction 1 15-0 -0 Olbs 2 0-0-0 1,440 lbs x- Reaction 0 lbs 0 lbs Maximum Load Case Reactions Location Dead Wind 1 (y) 15 -0 -0 0 lbs -200 lbs 2 (y) 0-0-0 0 lbs -200 lbs 2 (z) 0-0-0 640 lbs 0 lbs Snow 0 lbs 0 lbs 800 lbs y- Reaction -200 lbs -200 lbs Product: DFL #2 2 x 6 [1 ply] Component member design has passed design checks.** Allowable Stress Design. Actual Axial & Bending 0.81 Shear 0.13 Deflection 0.65 in Allowable 1.00 1.00 1 in Capacity 81% 13% L / 279 Location 90 in O in 90 in Loading D + 0.75 W + 0.75 L + 0.75 S D +W 0.7W ENTERPRISES. I.LC All product names am tredemads of their respective owners Copyright (C) 1989 -2008 by Keymadr Enterpdses. LLC. ALL RIGHTS RESERVED. **Passing is defined as when the member shown on this drawing meets applicable design criteria for Loads, Loading Conditions and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional for approval. This design assumes product installation aaooding to the manufaaurees spodfications. collons + smith structural engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 p: 425.369.1101 • f:425.369.1157 2x6 Exterior 15 psf wind JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 18 of 64 Single Stud Design 2009 IBC 1 2005 NDS Section 3.9 Input Output Axial Load to Stud = ;`:1:44 k Wind Load to Stud = ;.:.Q020r klf (strong axis only) Stud Height = 150<:, ft Stud Thickness = `.1;50:' . in Stud Width (d) = ::;:5i50;; in E _ ksi Fc = ':.0.93 : ksi Fb = :1;:354:. ksi C = �:QBQ'•' (0.8 for sawn lumber) Cd = Cr =:-• •1 3b..:. CF (Bending) CF (Compression) fc = le/d= E'min = FCE = Fc' _ Cp = F� _ Moment = Sx = fb = Fb. = Fc4, _ 0:.625,: klf Term 1 = Maximum Axial Load Term 2 = For Sill Crushing = 5.1563 k/stud Sum Terms = 0.79 (should be less than 1.00) 0.175 ksi 32.7 584,494 psi 449 psi 1,230 psi 0.332 0.408 ksi 0.563 ft-k 7.56 in° 0.893 ksi 2.424 ksi (NDS 3.7 -1) 0.18 (VFc)2 0.60 fb / (Fb' x [1 - (fc / FcE)l) OK a �) tin ref lint- .9-A .0-.IL < re5�1 ?1.-• g In 3 r = e� 0 res oz , f / L / / V ig�1 Ho.uoe AMA yFYX3 17(51 M W.LP.O-30.0 -.4 J Q r �r -,ry -` .\ r _ - - - - -; H01100 AMA H1V0 4 AA /: / ." �1,'1- _ • «......_. s- , ___ _ 4b.a=o,4■.0,4 i .ICI • �• /ISSN V .q ' ... S 1 • 1 . •3.Y sr...,. II L310N 2Eil I 30(69t10-9Y15 I I 7 ._: . .6,OGI H01109 AMA r+ 117Y3 IWO AA •0.LPL0-.10‘.0-.4 � ' _ I h 631011 I9d 11001- 1089409 .. ,. : 3 , - feStO .i .� ,J _ V i I - - — _ _�_�:- _�_ -- __ — =�_ - } } 1 i . --J- ,� :,,..., - . .�' -.-e emu_ - --= L restoL SCA res/o JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 20 of 64 millions + smith structural engineers 485 Front Steet N - Suite F-3 Issaquah, WA 98027 p: 425.369.1101 • f: 425.369.1157 Jacksons #631 13138 Interurban Ave South Tukwila, WA BCE# 14700 Bearing 2,000 psf Column Beam D S TL Afoot B, L Callout C 1 RB1 12,372 14,284 26,656 FC - Design 13.33 3.65 4'x4'x15" FC C 2 RB1 12,372 14,284 RB2 4,064 5,184 16,436 19,468 35,904 FD - Design 17.95 4.24 4.5'x4.5'x15" FD C 3 RB2 4,064 5,184 RB3 1,109 1,481 5,173 6,665 11,838 FB - Design 5.92 2.43 3'x3'x12" FB C 4 RB3 1,109 1,481 2,590 FA - Design 1.30 1.14 2'x2'x12" FA Print Date: 8/18/2011 12:45 PM C 0 N C R E T E D E S G N FS collons + smith structural engineers 48.5 From Steet N Suite F -3 Issaquah, WA 98027 ix 425.369.1101 • t. 425.369.1157 Footing Design JFS #631 - FA (footing at C4) L 0 A D S S O L S JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 21 of 64 Dead Load (DL): Live Load (LL): Snow Load (SL): 1,109 lbs. 0 lbs. 1,481 lbs. Total Load = TL = DL +LL = 1,109 lbs. or TL = DL +SL = 2,590 lbs. or TL = DL+ 0.75(LL +SL) = 2,220 lbs. Ultimate Load = U = 1.2DL + 1.6LL + 0.5SL = 2,071 lbs. or U = 1.2DL + 0.5LL + 1.6SL = 3,700 lbs. Assumed Allowable Soil Bearing Pressure, PO = 2,000 psf Required Bearing Area = TUP0 = Provide footing with side length, L1 = side length, L2 = Actual Soil Bearing, w = TL/(Li *L2) = Ultimate Soil Bearing, wu = U /L "2 1.30 sq.ft. 2.00 feet 2.00 feet 648 psf 925 psf Long side Short side Concrete Strength, fc' = 3,000 psi Depth of Footing, h = Depth to Reinforcement, d = 12 inches 8.5 inches Base Plate Dimensions: dl = d2 = Beam Shear, V„ = Punching Shear, V„ = Beam Shear Strength, 4> V, = Punching Shear Strength, 4>V, = Maximum Footing Moment, L1 span, M„ = F = Ld "2/12000 = K„ = Kg* = p(req) = As(re4) = PA, = 4 inches 4 inches 0.2 kips - demand 2.7 kips - demand Capacity Demand 16.8 kips > 0.2 kips - ok 69.8 kips > 2.7 kips - ok 0.9 kip -feet 0.1 6.4 0.00047 0.09 sq.in. Maximum Footing Moment, L2 span, M„ = 0.9 kip -feet F = Ld "2/12000 = 0.1 K„ = M„/F = 6.4 p(req) = 0.00047 Awe,* = pAc = 0.09 sq.in. Provide: 2.0 root by 2.0 foot by 12 inch thick footing with: Options: Long Dircrn Short Dirctn Weight #4 1 1 3 lbs Use #4 bars #5 1 1 5 #6 1 1 7 #7 1 1 9 6bsl 1-bot F'A F•b xlsxon e/zul 7 i zz's PM collons + smith structural enclosers 485 Front Steet N - Suite F -3 Issaquah, WA 98027 p: 425.369.1101 • F. 425.369.1157 Footing Design JFS #631 - FB (footing at C3) L 0 A D S S O 1 L S C 0 N C R E T E D E S 1 G N JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 22 of 64 Dead Load (DL): Live Load (LL): Snow Load (SL): 5,173 lbs. 0 lbs. 6,665 lbs. Total Load = TL = DL +LL = 5,173 lbs. or TL = DL +SL = 11,838 lbs. or TL = DL+ 0.75(LL +SL) = 10,172 lbs. Ultimate Load = U = 1.2DL + 1.6LL + 0.5SL = 9,540 lbs. or U = 1.2DL + 0.5LL + 1.6SL = 16,872 lbs. Assumed Allowable Soil Bearing Pressure, Pe = 2,000 psf Required Bearing Area = TUPa = Provide footing with side length, Li = side length, L2 = Actual Soil Bearing, w = TU(L1 L2) = Ultimate Soil Bearing, wu = U /LA2 = 5.92 sq.ft. 3.00 feet 3.00 feet 1,315 psf 1,875 psf Long side Short side Concrete Strength, fa' = 3,000 psi Depth of Footing, h = Depth to Reinforcement, d = 12 inches 8.5 inches Base Plate Dimensions: dl = d2 = Beam Shear, V„ = Punching Shear, V„ = Beam Shear Strength, CD V„ = Punching Shear Strength, 4) V„ = Maximum Footing Moment, Li span, M„ = F = Ld "2/12000 = K„ =M„/F= 4 inches 4 inches 3.5 kips - demand 14.8 kips - demand Capacity Demand 25.1 kips > 3.5 kips - ok 69.8 kips > 14.8 kips - ok 6.3 kip -feet 0.2 29.2 p(req) = 0.00094 As(req) = PAa = 0.29 sq.in. Maximum Footing Moment, L2 span, M„ = F = LdA2/12000 = K„ = M„/F = 6.3 kip -feet 0.2 29.2 p(req) = 0.00094 As(req) = PAe = 0.29 sq.in. provide: 3.6 foot by 3.0 foot by 12 inch thick footing with: Options: Long Dirct'n Short Dirct'n 2 1 1 1 Weight 9 lbs 7 10 13 Use #4 bars collons + smith structural engineers 485 From Steet N • Suite F -3 Issaquah, WA 98027 F 425.369.1101 f 425.369.1157 Footing Design JFS #631 - FC (footing at C1) L 0 A D S S O L S C 0 N C R E T E D E S G N JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 23 of 64 Dead Load (DL): Live Load (LL): Snow Load (SL): 12,372 lbs. 0 lbs. 14,284 lbs. Total Load = TL = DL +LL = 12,372 lbs. or TL = DL +SL = 26,656 lbs. or TL = DL+ 0.75(LL +SL) = 23,085 lbs. Ultimate Load = U = 1.2DL + 1.6LL + 0.5SL = 21,988 lbs. or U = 1.2DL + 0.5LL + 1.6SL = 37,701 lbs. Assumed Allowable Soil Bearing Pressure, Pe = 2,000 psf Required Bearing Area = TL/Pa = Provide footing with side length, L1 = side length, L2 = Actual Soil Bearing, w = TU(L1 *L2) = Ultimate Soil Bearing, wu = U /L12 = 13.33 sq.ft. 4.00 feet 4.00 feet 1,666 psf 2,356 psf Long side Short side Concrete Strength, f,' = 3,000 psi Depth of Footing, h = Depth to Reinforcement, d = 15 inches 11.5 inches Base Plate Dimensions: dl = d2 = Beam Shear, V„ = Punching Shear, V„ = Beam Shear Strength, 4)V„ = Punching Shear Strength, 4)V„ = 3 inches 3 inches 8.6 kips - demand 34.3 kips - demand Capacity Demand 45.4 kips > 8.6 kips - ok 109.6 kips > 34.3 kips - ok Maximum Footing Moment, L1 span, M„ = 18.9 kip -feet F = Ld "2/12000 = 0.5 I(„ = Mu/F = 35.6 p(req) = 0.00094 As(req) = pA, = 0.52 sq.in. Maximum Footing Moment, L2 span, M„ = F = LdA2/12000 = K„ =M„/F= 18.9 kip -feet 0.5 35.6 p(req) = 0.00094 Axreq) = pA = 0.52 sq.in. Provide: 4.0 foot by 4.0 foot by 15 inch thick footing with: Options: Long Dirct'n Short Dirct'n Weight #4 3 3 17 lbs Use #4 bars #5 2 2 17 #6 2 2 25 #7 1 1 17 collons + smith structural engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 F 425.369.1101 t 425.369.1157 Footing Design JFS #631 - FD (footing at C3) L 0 A D S S O L S C 0 N C R E T E D E S G N JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 24 of 64 Dead Load (DL): Live Load (LL): Snow Load (SL): 16,436 lbs. 0 lbs. 19,468 lbs. Total Load = TL = DL +LL = 16,436 lbs. or TL = DL +SL = 35,904 lbs. or TL = DL+ 0.75(LL +SL) = 31,037 lbs. Ultimate Load = U = 1.2DL + 1.6LL + 0.5SL = 29,457 lbs. or U = 1.2DL + 0.5LL + 1.6SL = 50,872 lbs. Assumed Allowable Soil Bearing Pressure, P8 = 2,000 psf Required Bearing Area = TUPe = Provide footing with side length, L1 = side length, L2 = Actual Soil Bearing, w = TU(L1 *L2) = Ultimate Soil Bearing, wu = U /L "2 = 17.95 sq.ft. 4.50 feet 4.50 feet 1,773 psf 2,512 psf Long side Short side Concrete Strength, fc = 3,000 psi Depth of Footing, h = Depth to Reinforcement, d = 15 inches 11.5 inches Base Plate Dimensions: dl = d2 = Beam Shear, V„ = Punching Shear, V„ = Beam Shear Strength, 4)V, = Punching Shear Strength, 4)V„ = Maximum Footing Moment, L1 span, M„ = F = Ld "2/12000 = =M„/F= p(req) = As(reg> = PAc = 4 inches 4 inches 12.7 kips - demand 46.7 kips - demand Capacity Demand 51.0 kips > 12.7 kips - ok 117.2 kips > 46.7 kips - ok 28.6 kip -feet 0.6 48.1 0.00141 0.88 sq.in. Maximum Footing Moment, L2 span, M„ = 28.6 kip -feet F = Ld "2/12000 = 0.6 Kt, =M,JF= 48.1 p(req) = 0.00141 As(req> = PAc = 0.88 sq.in. Provide: 4.5 foot by 4.5 foot by 15 inch thick footing with: Options: Long Dirct'n Short Dircrn Weight #4 5 5 31 lbs Use #4 bars #5 3 3 29 #6 2 2 28 #7 2 2 37 [-Steel Column Lic. # : KW- 06005983 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 25 of 64 Description : JSF #631 - Column C2 (A /4) General Information Steel Section Name : Analysis Method : Steel Stress Grade Fy : Steel Yield E : Elastic Bending Modulus Load Combination : Applied Loads Column self weight included :179.33 lbs * Dead Load Factor AXIAL LOADS... Column C2: Axial Load at 15.0 ft, D = 16.50, S = 19.50 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Pu : Axial Pn I Omega : Allowable Mu-x : Applied Mn -x I Omega : Allowable Mu-y : Applied Mn -y / Omega : Allowable HSS5X5X3 /16 2006 IBC & ASCE 7 -05 46.0 ksi 19,000.0 ksi Allowable Stress PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are .. Vu : Applied Vn / Omega : Allowable Load Combination Results Load Combination +0 +D+5 +D+0.750L+0.750S +D+0.750L+0.750S+0.750W +D+0.750L+0.750S+0.5250E Maximum Reactions - Unfactored Load Combination D Only S Only k D+S k Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection D Only 0.0000 in 0.000 ft 0.000 in S Only 0.0000 in 0.000 ft 0.000 in D+S 0.0000 in 0.000 ft 0.000 in Steel Section Properties ; HSS5X5X3I16 File: C,1elC Won& Engfneedrg\EC60_FIIes\10-0501sf 8631 tukwlla.ec6 ENERCALC, INC. 1983-2011, Build:6.11,6,23, Ver.6.11,5.26 Licensee : COLLONS ENGINEERING Calculations per AISC 360 -05, IBC 2009, CBC 2010, ASCE 7 -05 Overall Column Height 15.0 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (buckling) along columns : X -X (width) axis : Unbraced Length for X -X Axis buckling = 15 ft, K = 1.0 Y -Y (depth) axis :Unbraced Length for Y -Y Axis buckling = 15 ft, K = 1.0 Service loads entered. Load Factors will be applied for calculations. 0.9520 :1 +D +S 0.0 ft 36.179 k 38.004 k 0.0 k -ft 12.492 k -ft 0.0 k -ft 12.492 k -ft 0.0 :1 0.0 ft 0.0 k 0.0 k Maximum Axial + Bending Stress Ratios Stress Ratio Status Location 0.439 PASS 0.00 ft 0.952 PASS 0.00 ft 0.824 PASS 0.00 ft 0.824 PASS 0.00 ft 0.824 PASS 0.00 ft X -X Axis Reaction Base @ Top Maximum SERVICE Load Reactions.. Top along X -X Bottom along X -X Top along Y -Y Bottom along Y -Y 0.0 k 0.0 k 0.0 k 0.0 k Maximum SERVICE Load Deflections ... Along Y -Y 0.0 in at for load combination : Along X -X 0.0 in at for load combination : 0.0ft above base 0.0ft above base Maximum Shear Ratios Stress Ratio Status Location 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft Note: Only non -zero reactions are listed. Axial Reaction @ Base 16.679 k k 19.500 k k 36.179 k Y -Y Axis Reaction @ Base @ Top Distance 0.000 ft 0.000 ft 0.000 ft JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 26 of 64 Steel Column Lic. # : KW- 06005983 Description : JSF #631 - Column C2 (A/4) Steel Section Properties : HSS5X5X3116 Depth = 5.000 in I xx Web Thick = 0.000 in S xx Flange Width = 5.000 in R xx Flange Thick = 0.187 in Area = 3.280 in "2 I yy Weight = 11.955 plf S yy Ryy Ycg 0.000 in 12.60 in "4 5.03 in "3 1.960 in 12.600 iO4 5.030 in "3 1.960 in File: C;1BLC Workil ,Engineerlrg1EC60_Flies110050 01#631 - tukwlla:ec6T ENERCALC, INC. 1$83.2011, Build,6.11.8,23, Ver,6.11,5.26 Licensee : COLLONS ENGINEERING 19.900 in ^4 He4M i5.OR Loads are total entered value. Arrows do not reflect absolute direction. Issaquah, WA 98027 p: 425369.1101 • F.425.369.1157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 27 of 64 Lateral Design w ∎ r4 Gcx.rroas ,.v; 2 Se P`f eigetvxoew eIMON ki el Fat SW 1 L—r SW NCR l i m :7:20iM11a . 1 r.r^ \ y -t I \ BM w ∎ r4 Gcx.rroas ,.v; 2 Se P`f •-) .- - JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 30 of 64 collons + smith structural engineers 48S Front Steet N - Suite F -3 Issaquah, WA 98027 p: 425.369.1101 fi 425.369.1157 Effective Seismic Mass Dimensions Length = Width = HRoof = HParapet = Roof WRoof = Roof DL = Walls WShortWall = WLongWatl = Short (W) Wall Wt = Long (L) Wall Wt = Seismic Base Shear V = 0.7 *Ca *EW = 0.1355 (From Page 1) = 0.1355 (From Page 1) CST CSL 80.00 ft 48.00 ft 15.00 ft 20.00 ft 20.00 psf 76.80 kips = W*L*WRoof 10.00 10.00 6.00 10.00 psf (avg.) - wshort psf (avg.) - w,ong kips = W*(Hp- Hr /2) *ws,o,t kips = L *(Hp- Hr /2)*wiong Transverse Loading - Seismic WgtT = VET _ WET 96.80 kips - Roof DL + 2 *(Long (L) Wall Wt) 9.18 kips -ASD 0.115 klf - ASD Longitudinal Loading - Seismic WgtL VEL WEL = 88.80 kips - Roof DL + 2 *(Short (W) Wall Wt) 8.42 kips - ASD 0.175 klf - ASD CSSE - Jacksons #831 Lateral (11- xxxx).xlsx LAT 2 Print Date: 8/18/2011 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 31 of 64 collons + smith structural engineers 485 Front Steet N Suite F -3 Issaquah, WA 98027 p:425.369.1101 . (:425.369.1157 Wind Velocity Pressure a_ Mean Roof Hight (Low Rise Building. Section 6.5.12.2.21 Exposure C Section 6.5.6.3 Kd = 0.85 Section 6.5.4.4, Table 6-4 K :t = 1.00 Section 6.5.7.2, Fig 6-4 KZ = 0.90 Section 6.5.6.6, Table 6 -3 V = 85 mph = 1.00 q: = q: = qh = qp 14.1 psf Section 6.5.10, Eqn 6 -15 Building Dimensions Length = 80.00 ft Width = 48.00 ft HRoof = 15.00 ft Hparapet = 20.00 ft Design Wind Pressures Ryan = qh [GCp} - GCp1] GCp, = t 0.18 Fig 6-5, Enclosed Bldg Ppar = gp•GCpn Wall Wind Lee Windcnr„er LeeComBr GCpt = Exterior P Zone 1 0.40 5.66 Zone 4 -0.29 -4.10 Zone 1 E 0.61 8.63 Zone 4E -0.43 -6.08 Fig 6-10, Method 2 Parapet Wind I Lee = GCpn 1.5 -1.0 Section 6.5.12.2.4 2a = 9.6 ft a = min of 0.4h, 0.1W, 0.1L,or 3ft (Fig 6 -11A) Main Wind Force Resisting System Zone 1 Zone 1 E 21.22 psf 5.66 psf 8.63 psf —► 5ft 15ft Roof Diaphragm Internal Pressure ± 2.55 psf —► = Use 10.8 psf below parapet total Distributed Wind Load Cat Roof ww = LPwaehwall /2 +GPpar +(hpar-hwatl) ww = 0.258 klf LAT 3 14.15 psf Mid 4.10 psf - Zone 4 Corner 6.08 psf - Zone 4E CSSE - Jacksons 8831 Lateral (11- xxxx).xlsx Print Date: 8/18/2011 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 32 of 64 collons + smith structural engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 p: 425.369.1 101 - f. 425.369.1157 Seismic Load to Roof WETrans = 0.115 klf WELong = 0.175 klf Wind Load to Roof Wwind = EPwaII *hwald2 + Eppar *(hear -hwa 1) Wwind = 0.258 klf Governina Lateral Loads Wind governs both directions WTrans = WLong = 48 ft 0.258 klf - ASD 0.258 klf - ASD LAT 4A 1 8 80 ft Rx Roof Diaphragm A-0 t Ry 0.258 klf - wind Transverse Loading (wr) PLAN R = W`Lwaded.2 = Load © Top of Shear Wall Rx = 6.18 k - ASD Ry = 10.30 k - ASD F F y Ry Lx Longitudinal Loading (wi) 0.258 klf - wind F— Rx CSSE - Jacksons #631 Lateral (11- xxxx).xlsx Print Date: 8/18/2011 Fcollons + smith structural engineers 485 Front Steec N • Suite F -3 Issaquah, WA 98027 0: 425.369.1101 • E 425.369.1157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 33 of 64 collons + smith structural engineers 485 Front Steet N Suite F-3 Issaquah, WA 98027 p: 425.369.1101 • F. 425.369.1157 6P-in 1 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 34 of 64 G4Ji !PN,$0 i 1 t...-,;--- ' ki• 7...' aim , -? c ' , , —5- - • , • ?1-P I 1 1 • • 1 )\ 1 1001.1 I.Cp1,r (IS- ) ' : 1 l2 • ••• I Vo yr 0,4 9 03 .2).0.•o 1 a I P L.4 H-DU iloi2A1 ..: ZS9F.L.-F.... : 1 ! • ! 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A JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 36 of 64 pry Cnl9 2.4 2 L`l 23/ 3 ' z (4;c r- .>t t s--/ - 4 a 8 lb 1bPsrlx I Cid dc, x 1/7„ 3oo3 \ up 14- � 64*- i ,� C m H-P F /2-(40 4Ft.r /c84 � b e \6r 1 %. i 1 OPP 145 ft, TN1 ULi: "S -a.4 ? t''i L To 2,1x 5):8 }}-D o�, ► a� 2'>< Z'! d - 4b; -3 '-1■1 1.1,- .p - (o ND J JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 37 of 64 To 5-rv4) e S HETht- w/ - - b .4-)t, op Li = 4Sb 2.4 L D F k 4o Bor gern^ �-- d 4 pop -r6 140s IN L DF LCc 2x6 DM IN/ (2)R01^15 T13I4605 @ 12 ". STAGGER 6" on s1 210 (S c.uJ Sc.ci su.)C a V' P. 4 2-0 p q H55 COLUMN 1'I��il'1 1 7f' �Y1 A 2x6 DF #2 W/ (2)R01^15 TBI4605 STAGGER 3" Pr PLAN VIEW SHEARWALL SHEATHING 6 ". 2x Trimmer Connection to HSS 3 canons + smith structural engineers 485 Front Steet N • Suite F-3 Issaquah, WA 98027 425.369.1101 • f: 425.369.1157 1.A--TEY.LA JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 38 of 64 "freu■• r 4-t uPc-fm- Ai 3 ‘4-.„. , 1 , i -r, Iso.es 02 1 7z.08i.l4 3/4h C114:1615€Xjr Le , I I/A 4 Pr Cr2.44-gD 916504. • i. • • , 1 , ■ _ i , 0 t • collons + smith structural engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 p: 425.369.1101 • f: 425369.1157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 39 of 64 Canopies VG w /ROOF, COLOR: WITH CLEAVE /ROD 8" DIk), EXTERNALLY /WHITE LED RIBBON EDGE; LSI "HILTON "; / DOWNLIGHT " W/ SILVER BAND 1TS- ITERIOR 'STONE "SENECA" :D ALUM j JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 40 of 64 Bch Te uSS WHINE ■IIIIIRU �I t l l u�■ •��ii_I u I I ��� u1111 NIHAU 'a...... 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',So p,,if . . ! , I S(._•:- 2:Cpsp. 1 1 . 1 1 , g4p,1 ro - I. , -,• 1 • -, - :, - f• • -I- . . ... , . 1 . „ . .I,.. „ . . 1 IA1 g 6 - i -&-v0pLF ! iSL 2Prx 4 k S' ---- 1 8,-A-itr ...1. ..... 1 , • 1 - • 0: Lii •• • •••• ••••• ••• • '\ • • ,•• I , 1 • • -• .1 • ••• •1••• ---:I•-• 1.04-0)13.45 fb 1 1041j \Pg 5-2z) 1 n collons + smith •1 structural engineers 485 Front Steet N • Suite F-3 Issaquah, WA 98027 o: 425.369.1101 - f: 425.369.1157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 43 of 64 . cil7Y31;41 cJ 1 . 1 , , 1 t • F0340 k8O rf- 7 l'aP Itt. 5 (..! 6-04,png blif • • • • rritl$-k O PC11.C.1;.i. .l 3 01. I PCOL7 4* a Z-124511:f-' Pct_ rz I 5a1? .14 1) /-4° Ifrft.k)191 - BOO -P 5 • 1 t . . (3)1,1.,c-L? b. *Z- , .4. r)j, D-t. LeyColu mn 3yColumn 1.028 08/19/' JSF #631 Tukwila - Permit Calcs 15:23:' 8/22/2011 Page 44 of 64 1 of Iember Data andard Loads: r Load = 1,680 lbs Load = 2,600 lbs 'find Load = 20 psf Member Type: Custom Wall Stud Spacing = 1 -0 -0 X- Bracing: Continuous Y Bracing: Unbraced Top support: Pinned Base support: Pinned Building Code: IBC 2006 Axial Load Eccentricity (X) = 0.00 % Axial Load Eccentricity (Y) = 8.33 % Deflection Limit: L/180 Moisture Condition: Dry 154 Bearings and Reactions Location z- Reaction 1 15 -0 -0 Olbs 2 0-0-0 4,280 lbs Maximum Load Case Reactions Location Dead Wind 1 (y) 15 -0 -0 0 lbs -150 lbs 2 (y) 0 -0 -0 0 lbs -150 lbs 2 (z) 0-0-0 1,680 lbs 0 lbs x- Reaction 0 lbs 0 lbs Snow 0 lbs 0 lbs 2,600 lbs y- Reaction -150 lbs -150 lbs Product: DFL #2 2 x 6 [3 plies] Component member design has passed design checks" Allowable 1.00 1.00 1 in Capacity 41% 3% L / 999 Location 0 in 0 in 90 in Loading D + S D +W 0.7W All product names are trademarks of their respective owners. Copyright (C) 1989.2008 by Keymark Enterprises, LLC. ALLRIGHTS RESERVED. "Passing Is defined as when the member shown on this drawing meets applicable design cdteda for Loads, Loading Conditions and Spans Hated on this sheet. The design must be reviewed bye In collons + smith structural engineers 485 Front Steet N • Suite F-3 Issaquah, WA 98027 0: 425.369.1101 • f: 425.369.1157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 45 of 64 CLA-1\J "1" GLiS (/!■ P +.4.1-5'1)( 1112/A.r",) LD'10 1 .Pet.11.1-1 41 777.40 I 'IvICt(-1110 1-4'1 14141 . i I 1 11 C v I 'Te-4540 4.4-P ■-0 0-is , , i epr <free/mi.-7 1,0A-Dcp blcr 15 4-713,40 14-44, . , .. - - • , 4,1 A 1 01 ------- '-'-'-7- f I • i i , 6 ■-•43 --1---- 1 .. . 0.------ ! , 1 I II i el 115 -01i' (2)L6x315x46' x I' -I' (Ns, F5) w/ (3)15°Q A301 BOLTS INTO DOUG -FIR MATERIAL 4 (4)15°4) A325 THROOGH LEG SS MANI�AGTURER AND INTO PLATE ON AT ENTRY AWNING: EXTERIOR FACE DESIGN TOP 4 BOTT CONNECTOR PLATE BTWN 2x10 WEB AND 2x6 TOP CHORD FOR 1,200 lb HORIZONTAL OUTWARD FORGE AND 500 lb VERTICAL FORCE el 24'-0' }� TRU55 PER 20/562 ADDED TRUSS PER W/ 2x10 WEB UPRIGHT 15 PART OF TRU55 10/56.5 le 112x815x9', GR 36 W/ (4)40Q A301 BOLTS 36 N54F5 (2)L6x31 x %° SECTION -6 AT TRUSSES THAT BRACKET ADDED TRUSS, FASTEN UPRIGHT TO TRU55 WEB WITH (10) SIMSON 5°4 5D5 SCREV6 IN LIEU OF Ibd NAILS. SEE PLAN No. 2 CLEVIS EACH END 4 46°Q A36 ROD. FASTEN TO PAD -EYE WITH V. A325 BOLT CEILING PER ARCH R 1xIOx1' -O W/ (4)5b'4) BOLTS Eyebrow Awning Connection 7 ' BEAM —\ �1 10/56.5 If, 6 xa", GR 36 NV (4) % ". A301 BOLTS R 36 N5 4 F5 ARCH AT TRU55E5 THAT BRi ADDED TRU55, FASTEf UPRIGHT TO TRUSS W8 (10) SIMSON 3 "x1'4' SDE IN LIEU OF I6d NAILS. 5EE PLAN No. 2 CLEVIS EACH Et ■ 54 ". A36 ROD. FASTEI PAD -EYE WITH k4" . A: adieu's + smith structural engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 p: 425.369.1101 - F 425.369.1157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 49 of 64 Geotechnical Report GEOTECH CONSULTANTS, INC. Jacksons aka PacWest Energy, LLC 3450 East Commercial Court Meridian, Idaho 83642 Attention: Jack Davis JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 50 of 64 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747 -5618 FAX (425) 747 -8561 November 22, 2010 JN 10291 via email: jack. davis@jacksons- foodstores.co/n Subject: Transmittal Letter — Geotechnical Engineering Study Proposed Reconstruction of Convenience Store 13138 Interurban Avenue South Tukwila Store #631 Tukwila, Washington Dear Ms. Mattson: We are pleased to present this geotechnical engineering report for the proposed reconstruction of the existing convenience store in Tukwila. The scope of our services consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork and design considerations for foundations and seismic criteria. This work was authorized by your acceptance of our proposal, P -8051, dated November 4, 2010. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or for further assistance during the design and construction phases of this project. cc: Barghausen Consulting — Caryl Mattson via email Collons + Smith — Bryan Collons via email MRM: jyb Respectfully submitted, GEOTECH CONSULTANTS, INC. Marc R. McGinnis, P.E. Principal GEOTECH CONSULTANTS, INC. JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 51 of 64 GEOTECHNICAL ENGINEERING STUDY Proposed Reconstruction of Convenience Store 13138 Interurban Avenue South Tukwila, Washington This report presents the findings and recommendations of our geotechnical engineering study for the proposed reconstruction of the existing convenience store in Tukwila. We were provided with a Preliminary Site Plan developed by Barghausen Consulting Engineers, Inc., dated October 29, 2010. We have also reviewed a Land Title Survey created by Terramark and dated February 11, 2009. Based on these plans and conversations with the design team, we understand that the project will consist of removal of the existing convenience store and car wash structure, and construction of a new, slightly larger convenience store with an attached employee training center. The existing gasoline fueling system and canopy would remain undisturbed. The new building is to be constructed near the elevation of the current building. Therefore, no significant cuts or fills are expected, other than the excavations for the new foundation system. The proposed building will be slightly larger than the existing structure, extending further toward the north than the current structure does. If the scope of the project changes from what we have described above, we should be provided with revised plans in order to determine if modifications to the recommendations and conclusions of this report are warranted. SITE CONDITIONS SURFACE The Vicinity Map, Plate 1, illustrates the general location of the site. The property is situated on the northeast corner of Interurban Avenue South and 48th Avenue South. Interstate 5 crosses over Interurban Avenue South approximately one block to the south of the site. Development in the general area consists of primarily of retail and commercial businesses. The current structure is located on the eastern side of the property, and consists of a one -story building containing a convenience store and an unused car wash. This building has a slab -on- grade floor and appears to be generally of steel frame construction. The area around the existing structure is mostly asphalt pavement. Pavement, and the existing canopy and fueling pumps are located to the west of the current structure. The ground surface over the site is generally level, with minor sloping of the parking lots. There are no steep slopes on, or near, the subject property. SUBSURFACE The subsurface conditions were explored by drilling one test boring at the approximate location shown on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed construction, anticipated subsurface conditions and those encountered during exploration, and the scope of work outlined in our proposal. The boring was drilled on November 10, 2010 using a truck - mounted, hollow -stem auger drill. Samples were taken at 5 -foot intervals with a standard penetration sampler. This split -spoon sampler, which has a 2 -inch outside diameter, is driven into the soil with a 140 -pound hammer falling 30 inches. The number of blows required to advance the sampler a given distance is an indication of the soil density or consistency. A geotechnical GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 52,M 0291 �IVVPage 2 engineer from our staff observed the drilling process, logged the test boring, and obtained representative samples of the soil encountered. The Test Boring Log is attached as Plate 3. As a part of our work, we also reviewed borings conducted previously by Converse Consultants NW near the site in 1992 for a municipal project completed on Interurban Avenue South. Soil Conditions The site lies in a low valley that the Duwamish River has flowed through since the glaciers last receded from the Puget Sound. The native soils revealed in our exploration consisted of loose, unconsolidated silts over loose to medium dense sands. These soils are likely alluvium deposited by water that has flowed through the valley. The upper layer of soil was silt containing small organics and thin lenses of organics. Below a depth of 12 feet, the boring revealed loose to medium -dense sand and gravel extending to the bottom of the 39- foot exploration. These conditions were similar to those encountered during the previous investigation we reviewed, as well as explorations conducted by our firm elsewhere in this river valley. A boring drilled in 1992 just to the west of the southwestern corner of the site found bedrock below the alluvium at a depth of approximately 25 feet. No obstructions were revealed by our explorations. However, debris, buried utilities, and old foundation and slab elements are commonly encountered on sites that have had previous development. Groundwater Conditions Groundwater was observed in the boring below a depth of about 5 feet. This seepage likely represents the approximate level of the local water table. The test boring was left open for only a short time period and was conducted in fall, before the onset of frequent heavy rains. Therefore, the seepage level encountered in the boring represents the location of transient water seepage and may not exactly match the static groundwater level. Groundwater levels encountered during drilling can be deceptive, because seepage into the boring can also be blocked or slowed by the auger itself. It should be noted that groundwater levels vary seasonally with rainfall and other factors. We expect that the water table may rise closer to the ground surface during the winter and spring wit ongoing precipitation. The stratification lines on the log represent the approximate boundaries between soil types at the exploration location. The actual transition between soil types may be gradual, and subsurface conditions can vary away from the exploration location. The log provides specific subsurface information only at the location tested. The relative densities and moisture descriptions indicated on the test boring log are interpretive descriptions based on the conditions observed during drilling. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 CONCLUSIONS AND RECOMMENDATIONS JSF #631 Tukwila - Permit Calcs 8/22/2011 Page '41291 Page 3 GENERAL THIS SECTION CONTAINS A SUMMARY OF OUR STUDY AND FINDINGS FOR THE PURPOSES OF A GENERAL OVERVIEW ONLY MORE SPECIFIC RECOMMENDATIONS AND CONCLUSIONS ARE CONTAINED IN THE REMAINDER OF THIS REPORT. ANY PARTY RELYING ON THIS REPORT SHOULD READ THE ENTIRE DOCUMENT. The test boring conducted for this study encountered loose alluvial silts and sands, and this is consistent with the conditions found previously in nearby explorations. The upper silt is moderately compressible, and the loose sand below the water table may undergo at least localized liquefaction (loss of bearing strength) during an earthquake. Even in these conditions, construction of a lightly - loaded retail building should be possible using shallow foundations. We recommend that the structure be carried on heavily- reinforced continuous footings that would be designed and constructed to reduce differential settlement under both static and seismic loading. The foundation system should also be underlain by a mat of compacted rock fill covering the entire building footprint. All of the following elements should be incorporated into design and construction of the foundation system: • Support the structure on a gridwork of heavily- reinforced continuous footings spaced no further apart than 15 feet in each direction. • Design the continuous foundations similar to grade beams, being theoretically able to span a minimum distance of 10 feet without soil support. This can be accomplished using a conventional footing and stem wall system with three pieces of rebar in the footing, and both vertical and horizontal rebar in the stem wall. • Bear the perimeter foundations at least 18 inches below the existing grade. • Excavate the entire building footprint to at least 3.5 feet below the existing grade and place no less than 2 feet of compacted rock fill (quarry spalls or railroad ballast rock) beneath all footings. Settlement - tolerant building construction, such as wood and metal framing and siding should be used. Masonry, stucco, tile and other settlement- sensitive materials should be avoided wherever possible. A reinforced slab -on -grade floor can be used inside the structure. Rebar should be used to reinforce the slab, in order to reduce the potential for large cracks and downsets if differential settlement occurs. If possible, the finish elevations inside and around the building should be close to the existing grade. Placing additional fill above the current ground elevations could cause additional post - construction consolidation of the underlying soils. If the slab must be above the existing grade, then lightweight fill such as geofoam should be used for structural fill above the bottom of the new footings. Also, utilities entering and exiting the building foundation should be designed using flexible connections and be backfilled with an open - graded rock, such as pea gravel, to allow for some differential settlement. The on -site soils are highly sensitive to moisture. The excavated soils will not be suitable for reuse as structural fill under the building or pavement areas. All structural fill will have to be imported. This will likely include backfill for new utility trenches, as attempting to recompact the wet, silty soils in utility trenches typically results in excessive post- construction ground settlement. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 5/ of 1u291 Page 4 The erosion control measures needed during the site development will depend heavily on the weather conditions that are encountered. The existing pavement should be maintained wherever possible to provide cover for the underlying soil. Upon completion of demolition of the existing building and foundations it may be necessary to cover exposed soil with gravel, plastic, or mulch until the new foundation excavation is undertaken. Trucks should be kept on the existing pavement to reduce the risk of tracking soil and mud off the site. Any soil spilled on the paved areas should be immediately cleaned up. It may be necessary to install premanufactured silt socks in existing storm catch basins. At least the first layer of rock fill should be placed on the exposed soil as soon as the recommended overexcavation is completed. This reduces the potential for generating silty water in the excavation. If silty water accumulates, it cannot be discharged to the storm sewer system, and may have to be temporarily stored in a holding tank until it can be properly disposed of. As with any site, additional erosion control measures may be necessary, depending on the site and weather conditions encountered during the actual grading and construction. The drainage and /or waterproofing recommendations presented in this report are intended only to prevent active seepage from flowing through concrete walls or slabs. Even in the absence of active seepage into and beneath structures, water vapor can migrate through walls, slabs, and floors from the surrounding soil, and can even be transmitted from slabs and foundation walls due to the concrete curing process. Excessive water vapor trapped within structures can result in a variety of undesirable conditions, including, but not limited to, moisture problems with flooring systems, excessively moist air within occupied areas, and the growth of molds, fungi, and other biological organisms that may be harmful to the health of the occupants. The designer or architect must consider the potential vapor sources and likely occupant uses, and provide sufficient ventilation, either passive or mechanical, to prevent a build up of excessive water vapor within the planned structure. As with any project that involves demolition of existing site buildings and /or excavation, there is a potential risk of movement on surrounding properties. This can potentially translate into noticeable damage of surrounding on -grade elements, such as foundations and slabs. However, the site work could just translate into perceived damage on adjacent properties. Unfortunately, it is becoming more and more common for adjacent property owners to make unsubstantiated damage claims on new projects that occur close to their developed lots. Therefore, we recommend making an extensive photographic and visual survey of the project vicinity, prior to demolition activities and /or commencing with the excavation. This documents the condition of buildings, pavements, and utilities in the immediate vicinity of the site in order to avoid, and protect the owner from, unsubstantiated damage claims by surrounding property owners. Additionally, any adjacent structures or settlement- sensitive utilities should be monitored during construction to detect soil movements. We recommend including this report, in its entirety, in the project contract documents. This report should also be provided to any future property owners so they will be aware of our findings and recommendations. SEISMIC CONSIDERATIONS In accordance with Table 1613.5.2 of the 2006 International Building Code (IBC), the site soil profile within 100 feet of the ground surface is best represented by Site Class Type E (Soft Site Class). As noted in the USGS website, the mapped spectral acceleration value for a 0.2 second (Ss) and 1.0 second period (Si) equals 1.47g and 0.51g, respectively. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 55A 1 3291 Page 5 The loose soils that underlie the water table are potentially susceptible to seismic liquefaction in a large earthquake. The foundation recommendations presented in this report are intended to prevent catastrophic foundation failure in the event of the IBC - design earthquake, protecting the safety of occupants. Even so, significant settlement and structural damage should be expected in a large earthquake. CONVENTIONAL FOUNDATIONS The General section presents detailed recommendations for design of the foundation system. We recommend that all footings be continuous and have a minimum width of 16 inches. Exterior footings should also be bottomed at least 18 inches below the lowest adjacent finish ground surface for protection against frost and erosion. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. An allowable bearing pressure of 2,000 pounds per square foot (psf) is appropriate for footings constructed as recommended in this report. A one -third increase in this design bearing pressure may be used when considering short -term wind or seismic loads. We estimate that the total post - construction of the foundations will be on the order of 2 inches, with differential settlements of less than one inch in 50 feet along a continuous footing. Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level structural fill. We recommend using the following ultimate values for the foundation's resistance to lateral loading: PARAMETER Coefficient of Friction Passive Earth Pressure ULTIMATE VALUE 0.40 300 pcf Where: (I) pcf is pounds per cubic foot, and (II) passive earth pressure Is computed using the equivalent fluid density. If the ground in front of a foundation is loose or sloping, the passive earth pressure given above will not be appropriate. We recommend maintaining, a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above ultimate values. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 PERMANENT FOUNDATION AND RETAINING WALLS JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 56Afib 291 Page 6 Substantial retaining walls are not expected for this project. However, walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill: PA RAM I VIER Active Earth Pressure * VALUE 45 pcf Passive Earth Pressure 300 pcf Coefficient of Friction 0.40 Soil Unit Weight 130 pcf Where: (I) pcf Is pounds per cubic foot, and (il) active and passive earth pressures are computed using the equivalent fluid pressures. * For a restrained wall that cannot deflect at least 0.002 times Its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. The values given above are to be used to design only permanent foundation and retaining walls that are to be backfilled, such as conventional walls constructed of reinforced concrete or masonry. It is not appropriate to use the above earth pressures and soil unit weight to back - calculate soil strength parameters for design of other types of retaining walls, such as soldier pile, reinforced earth, modular or soil nail walls. We can assist with design of these types of walls, if desired. The passive pressure given is appropriate for the depth of level structural fill placed in front of a retaining or foundation wall only. The values for friction and passive resistance are ultimate values and do not include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to traffic loads behind a wall can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. Wall Pressures Due to Seismic Forces The surcharge wall Toads that could be imposed by the design earthquake can be modeled by adding a uniform lateral pressure to the above - recommended active pressure. The recommended surcharge pressure is 8H pounds per square foot (psf), where H is the GEOTECH CONSULTANTS, INC. Jacksons JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 57Jpt It291 November 22, 2010 Page 7 design retention height of the wall. Using this increased pressure, the safety factor against sliding and overturning can be reduced to 1.2 for the seismic analysis. Retaining Wall Backfill and Waterproofing The native soils are not suitable to be used as backfill. Backfill placed behind retaining or foundation walls should be coarse, free - draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build -up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. It is critical that the wall backfill be placed in lifts and be properly compacted, in order for the above - recommended design earth pressures to be appropriate. The wall design criteria assume that the backfill will be well - compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand - operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. The section entitled General Earthwork and Structural Fill contains additional recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof below -grade walls, or to prevent the formation of mold, mildew or fungi in interior spaces. Over time, the performance of subsurface drainage systems can degrade, subsurface groundwater flow patterns can change, and utilities can break or develop leaks. Therefore, waterproofing should be provided where future seepage through the walls is not acceptable. This typically includes limiting cold - joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. There are a variety of different waterproofing materials and systems, which should be installed by an experienced contractor familiar with the anticipated construction and subsurface conditions. Applying a thin coat of asphalt emulsion to the outside face of a wall is not considered waterproofing, and will only help to reduce moisture generated from water vapor or capillary action from seeping through the concrete. As with any project, adequate ventilation of basement and crawl space areas is important to prevent a build up of water vapor that is commonly transmitted through concrete walls from the surrounding soil, even when seepage is not present. This is appropriate even when waterproofing is applied to the outside of foundation and retaining walls. We recommend that you contact a specialty consultant if detailed recommendations or specifications related to waterproofing design, or minimizing the potential for infestations of mold and mildew are desired. SLAB FLOORS Even where the exposed soils appear dry, water vapor will tend to naturally migrate upward through the soil to the new constructed space above it. This can affect moisture - sensitive flooring, cause GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 5�� 0291 Page 8 imperfections or damage to the slab, or simply allow excessive water vapor into the space above the slab. All interior slabs -on -grade should be underlain by a capillary break or drainage layer consisting of a minimum 4 -inch thickness of gravel or crushed rock that has a fines content (percent passing the No. 200 sieve) of less than 3 percent and a sand content (percent passing the No. 4 sieve) of no more than 10 percent. As noted by the American Concrete Institute (ACI) in the Guides for Concrete Floor and Slab Structures, proper moisture protection is desirable immediately below any on -grade slab that will be covered by tile, wood, carpet, impermeable floor coverings, or any moisture - sensitive equipment or products. ACI also notes that vapor retarders, such as 6 -mil plastic sheeting, have been used in the past, but are now recommending a minimum 10 -mil thickness. A vapor retarder is defined as a material with a permeance of less than 0.3 perms, as determined by ASTM E 96. It is possible that concrete admixtures may meet this specification, although the manufacturers of the admixtures should be consulted. Where vapor retarders are used under slabs, their edges should overlap by at least 6 inches and be sealed with adhesive tape. The sheeting should extend to the foundation walls for maximum vapor protection. If no potential for vapor passage through the slab Is desired, a vapor barrier should be used. A vapor barrier, as defined by ACI, is a product with a water transmission rate of 0.01 perms when tested in accordance with ASTM E 96. Reinforced membranes having sealed overlaps can meet this requirement. DRAINAGE CONSIDERATIONS Foundation drains should be used where (1) crawl spaces or basements will be below a structure, (2) a slab is below the outside grade, or (3) the outside grade does not slope downward from a building. Drains should also be placed at the base of all earth- retaining walls. These drains should be surrounded by at least 6 inches of 1- inch - minus, washed rock and then wrapped in non - woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 4. For the best long -term performance, perforated PVC pipe is recommended for all subsurface drains. As a minimum, a vapor retarder, as defined in the Slabs -On -Grade section, should be provided in any crawl space area to limit the transmission of water vapor from the underlying soils. Also, an outlet drain is recommended for all crawl spaces to prevent a build up of any water that may bypass the footing drains. Final site grading in areas adjacent to the building should slope away at least 2 percent, except where the area is paved. Surface drains should be provided where necessary to prevent ponding of water behind foundation or retaining walls. GENERAL EARTHWORK AND STRUCTURAL FILL All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. It is important that existing foundation be removed before site development. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non - structural areas, such as landscape beds. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 53/0f:6291 Page 9 Structural fill is defined as any fill, including utility backfill, placed under, or close to, a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. As discussed in the General section, the on -site soils are not suitable for reuse as structural fill, due to moisture and organic content. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not sufficiently compacted, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: LOCA'FFON OF FILL PLACEMENT NT Beneath slabs or walkwa s Filled slopes and behind retainin• walls Beneath pavements MINIMUM RELATIVE COMPACTION 95% 90% 95% for upper 12 inches of subgrade; 90% below that level Where: Minimum Relative Compaction Is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined In accordance with ASTM Test Designation D 1557 -91 (Modified Proctor). LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test boring are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in the test boring. Subsurface conditions can also vary away from exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. This report has been prepared for the exclusive use of Jack Davis and Jacksons, and their representatives, for specific application to this project and site. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 6gRf qt291 Page 10 techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Our services also do not include assessing or minimizing the potential for biological hazards, such as mold, bacteria, mildew and fungi in either the existing or proposed site development. ADDITIONAL SERVICES In addition to reviewing the final plans, Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. During the construction phase, we will provide geotechnical observation and testing services when requested by you or your representatives. Please be aware that we can only document site work we actually observe. It is still the responsibility of your contractor or on -site construction team to verify that our recommendations are being followed, whether we are present at the site or not. The scope of our work did not include an environmental assessment, but we can provide this service, if requested. The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plate 3 Boring Log Plate 4 Typical Footing Drain Detail We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. MRM: jyb Respectfully submitted, GEOTECH CONSULTANTS, INC. Marc R. McGinnis, P.E. Principal GEOTECH CONSULTANTS, INC. N JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 61 of 64 VICINITY MAP 13138 Interurban Avenue South Tukwila, Washington Job I Date: I Scale: I Plate: 10291 Nov. 2010 Not to Scale 1 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 62 of 64 SITE EXPLORATION PLAN 13138 Interurban Avenue South Tukwila, Washington 'iQj o° cs \g, I BORING 1 Description JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 63 of 64 39% 10 47% 15 21(% 20 25 30 35 40 27 13 3 18 1 1 1 0 ML 4" of asphalt over Light gray to gray SILT with organics, damp, loose becomes moist to wet thin organic layer Black SAND, medium grained, wet, loose -becomes medium dense -becomes fine grained, loose -gravel lens GP Slightly silty GRAVEL, wet, medium-dense * Test boring was terminated at 39 feet on November 10, 2010. * Groundwater seepage was encountered at 5 feet during drilling. BORING LOG 13138 Interurban Avenue South Tukwila, Washington IJob 10291 Date: I Nov. 2010 I Logged by: JLH Plate: 3 I 1 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 64 of 64 Slope backfill away from foundation. Provide surface drains where necessary. Tightline Roof Drain (Do not connect to footing drain) Backfill (See text for requirements) Nonwoven Geotextile Filter Fabric Vapor Retarder or Barrier 1111 / .i III z1lmk 6" min. dll- 4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) Free - Draining Gravel (if appropriate) NOTES: (1) In crawl spaces, provide an outlet drain to bypasses the perimeter footing drains. (2) Refer to report text for additional drainage prevent buildup of water that and waterproofing considerations. FOOTING DRAIN DETAIL 13138 Interurban Avenue South Tukwila, Washington IJob Date: 1 I Scale: I Plate: 10291 Nov. 2010 Not to Scale City of T Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 10, 2012 Caryl J. Mattson Barghausen Consulting Engineers, Inc. 18215 72nd Avenue S Kent, WA 98032 RE: Request for Application Extensions Jacksons Store Number 631 -13138 Interurban Av S Dear Ms. Mattson, This letter is in response to your written request for extensions to Permit Application Numbers D11 -285, D11 -286, D11 -287, M11 -118, PG11 -126, EL11 -0791, and EL11 -0792. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit application expiration dates an additional 90 days, through May 18, 2012. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, AMA' shall ician File: Permit No. DI1 -285 through 287 M11 -118, PGI 1 -126, EL11 -0791, and ELI 1 -0792 W:\Pcnnit Center\Extension Letters\Applications\2011\EL11 -0972 Application Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ci NG ENG`NF'� Bill Rambo, Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 January 5, 2012 RE: Request for Extension of Application Jacksons Store No. 631 13138 Interurban Avenue South, Tukwila, Washington Our Job No. 14700 Dear Bill: CIVIL ENGINEERING, LAND PLANNING, SURVEYING In response to your letters dated January 3, 2012; and on behalf of PacWest Energy, LLC (d.b.a. Jacksons Food Stores, Inc.), we respectfully request the maximum 90 -day extension of our permit application starting from February 19, 2012 for the following permits: 1. D11 -285: 2. 011 -286: 3. 011 -287: 4. PG11 -126: 5. M11 -118: 6. EL11 -0791: 7. EL11 -0792: Demolition Permit Building Permit — Store Building Permit — Canopy Plumbing Permit — Project Mechanical Permit — Store Electrical Permit — Store Electrical Permit — Canopy We request the extension of these permits at this time to allow us to coordinate the financing and GC selection. We expect the permits to be picked up well within this time frame. Thank you for the notifications of the pending application expiration date. If you have any questions in regard to this extension request, please contact me at 425.656.1063 or by email at cmattson @barghausen.com. CJM /ps 14700C.008 enc: As Noted cc: Jack Davis, Jacksons Food Stores Sincerely, 0_61AA Caryl J. Mattson Design Engineer ocktri- 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES • OLYMPIA, WA • CONCORD, CA • TEMECULA, CA www.barghausen.com 9#ECEIVEO + OFTUKWILA 1 JAtN ;4;5.2012 i PERMIT CENTER 01 -03 -2012 • City of Tukwila • Jim Haggerton, Mayor CARYL MATTSON 18215 72 AV S KENT WA 98032 Department of Community Development Jack Pace, Director RE: Permit Application No. M11 -118 JACKSONS STORE NO 631 13138 INTERURBAN AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 08/23/2011, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 02/19/2012. If you still plan to pursue your project, a written request for extension of your application must be submitted 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 application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. MI 1 -118 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 26, 2011 Caryl Mattson Barghausen Consulting Engineers 1821572 Ave S Kent, WA 98032 RE: Incomplete Letter #1 Mechanical Permit Application M11 -118 Jackson Store No. 631 -13138 Interurban Av S Dear Ms. Mattson, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 23, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Jenm Perm Atfratt er Marshall Technician Enclosures File: M11 -118 W:\Permit Center\Incomplete Letters \2011\M11 -118 Incomplete Ltr #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: August 25, 2011 Project Name: Jacksons Store No. 631 Permit #: M11 -118 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. New mechanical equipment to be installed on the roof exceeding 400 pounds shall require an engineer's analysis for the roof structure with calculations to show the roof structural members are sufficient for the combined loads imposed by all the mechanical equipment. Provide specific details with the engineer's calculations. All engineer's documents shall be original wet stamped and signed by the engineer. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -118 DATE: 10/14/11 PROJECT NAME: JACKSONS- STORE_NO. 631 SITE ADDRESS: 13138 INTERURBAN AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 BEFORE Permit Issued DEPART E TS: Ming iv s on Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 10 /20 /11 Not Applicable Comments: Permit Center Use:Only • " •' •.: ' ` ••'• INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route IT Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/17/11 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only. .' • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • PE tC' F t i. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -118 DATE: 09 -06 -11 PROJECT NAME: JACKSON NO 631 SITE ADDRESS: 13138 INTERURBAN AV S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: ul ding ivlsion Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 09 -08 -1 1 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10-06-11 Approved n Approved with Conditions N Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use'Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 AIPERMIT CORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -118 DATE: 08/23/11 PROJECT NAME: JACKSONS STORE NO. 631 SITE ADDRESS: 13138 INTERURBAN AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued D((EPPA T ENTS: 11 BGiltlingfiti ion Public Works �piig11 Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ri DUE DATE: 08/25/11 Incomplete Not Applicable ri Comments: Permit Center Use Only ��}} INCOMPLETE LETTER MAILED: U� Departments determined incomplete: t( Bldg LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 09/22/11 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 111. City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10/17/2011 Plan Check/Permit Number: M11-118 Response to Incomplete Letter # Response to Correction Letter # Revision # -fer Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Jacksons Food Stores #631 incenteo cm, or TuKwILA OCT 17 2011 PERMIT CENTER Project Address: 13138 Interurban Avenue South, Tukwila, WA 98168 Contact Person: Ms. Caryl Mattson Phone Number: (425) 656-1063 Summary of Revision: The mechanical design has been revised from the original two (2) HVAC units to three (3) HVAC units; AC -2 was replaced with two (2) smaller 4 ton units. Four (4) sets of revised plan sheets plus the revised combination permit application are included with this Revision Submittal form; see page 4 of 6. tvkI Vkltoekev, *-10,oaO . CD Sheet Number(s): E3.0, E4.0, E6.0, M1.0, M2.0, M3.0, S1.1 & S2.2 (4 each) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 't{ Entered in Permits Plus on H:\Applications \Fortes- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revak. nnA , ant t • • 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.atulovila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: q - 2011 Plan Check/Permit Number: M1 1 - 1 1 8 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Jackson Store No. 631 Project Address: 13138 Interurban Av S Contact Person: R:( L. n(i PcT1 So Phone Number: '+2E —& S (O — t o (v Summary of Revision: Co s-Vcuekuurbu2 0 cAid. G S ,rv.r C 2- �� one. cnv OF TUKKWIU1 SEP. 0 6 2011 Sheet Number(s): /`l /A- "Cloud" or highlight al areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 9 —(0 -4 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pr ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name EVERGREEN ENVRNMENTAL SVCS INC UBI No. 601540547 Phone 4253553028 Status Active Address 17108 9Th Ave Se License No. EVERGES061J5 Suite /Apt. License Type Construction Contractor City Mill Creek Effective Date 4/25/1994 State WA Expiration Date 1/14/2014 Zip 98012 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NORTHTE083ML NORTHWEST TANK/ ENVIR SVCS INC Construction Contractor Tanks /Tank Renovation Demolition 7 /13/1992 4/5/1994 Archived NORTHTT099J5 NORTHWEST TANK TESTING Construction Contractor Tanks /Tank Renovation Demolition 4/10/1991 4/5/1992 Archived EVERGCS961N5 EVERGREEN CRANE SERVICES INC Construction Contractor General Unused 8/31/2004 8/31/2006 Out Of Business Business Owner Information Name Role Effective Date Expiration Date HINES, JOHN President 04 /25/1994 Amount Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 DEVELOPERS SURETY & INDEM CO 856831C 12/15/2001 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 15 EVEREST INDEMNITY INS CO EF4ML00098091 12/15/2008 12/15/2012 $2,000,000.0012 /14/2011 14 EVEREST INDEMNITY INS CO 4000007192071 12/15/2007 12/15/2008 $2,000,000.0012 /11/2007 13 HUDSON SECIALTY INS CO FEC6110300 12/15/2006 12/15/2007 $2,000,000.0012 /14/2006 12 EVEREST INDEMNITY INS CO 40000016780 61 12/15/2005 12/15/2007 $2,000,000.00 12/04/2006 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/Ini/bbip/Print.aspx 03/23/2012 E 0 u) 0 0 0 U 0 T 0 0 I 0 w LAYOUT NAME: Layout1 GENERAL NOTES 1) COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE MOST CURRENT BUILDING, MECHANICAL, ENERGY, PLUMBING, FIRE AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. 2) ALL AIR - CONDITIONING UNITS WITHOUT INTERNAL TRAP SHALL HAVE A P -TRAP FOR THE CONDENSATE PAN WITH PLUG TEES FOR CLEANING AND CONDENSATE PIPES SHALL BE DISCHARGED TO EXISTING CONDENSATE WASTE PIPING. VERIFY SIZE AND LOCATION AT SITE. 3) MECHANICAL CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS AND DUCT ROUTING CLEARANCES WITH THE STRUCTURAL, REFLECTED CEILING AND LIGHTING PLANS. 4) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE EQUIPMENT TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 5) ALL FIRE RATED STRUCTURE SHALL BE FIRE DAMPERED. VERIFY WITH THE ARCHITECTURAL AND INSTALL PER THE LOCAL JURISDICTIONS. 6) ALL AIR DISTRIBUTION OUTLETS SHALL HAVE VOLUME CONTROL DEVICES. 7) ALL VOLUME DAMPERS IN NON- ACCESSIBLE CEILINGS SHALL HAVE A CONTROL ARM EXTENDED TO AN ACCESSIBLE LOCATION ( "YOUNG REGULATOR" BOWDEN CABLE, ROTOTWIST OR EQUAL). EXACT LOCATION OF CONTROL DEVICES VISIBLE IN FINISHED SPACES SHALL BE COORDINATED WITH THE ARCHITECT. 8) ALL 90 DEGREE TRUNK DUCT ELBOWS SHALL BE SMOOTH -ROUND OR SQUARE WITH TURNING VANES. 9) MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF PIPING AND DUCTWORK AND PENETRATIONS WITH THE STRUCTURE. 10) MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE 6' OR AS SHOWN ON DRAWINGS. 11) ALL DUCTWORK, EQUIPMENT AND PIPING SHALL BE SEISMICALLY SUPPORTED PER SMACNA AND LOCAL REGULATIONS. 12) ALL AIR FILTERS SHALL HAVE EFFICIENCY BASED ON THE ASHRAE STANDARD 52 -76 (ATMOSPHERIC DUST SPOT). 13) ALL MECHANICAL EQUIPMENT SHALL CONFORM TO SMACNA AND LOCAL REGULATIONS FOR SEISMIC RESTRAINT (INCLUDING PIPING AND DUCTWORK). 14) ALL EQUIPMENT AND ACCESSORIES IN CONCEALED SPACES REQUIRING ACCESS SHALL HAVE ACCESS DOORS. 15) TOTAL SYSTEM SHALL BE WARRANTED FOR ONE YEAR; STARTING FROM THE TIME OF OWNER /ENGINEER'S FINAL ACCEPTANCE. 16) HVAC NOTES: A) PROVIDE FLEXIBLE CONNECTION IN ALL DUCTS CONNECTING TO AIR MOVING EQUIPMENT AS CLOSE TO FAN AS POSSIBLE. FLEXIBLE CONNECTION SHALL CONSIST OF 6" OR MORE OF AIR TIGHT, FIRE PROOF FLEXIBLE NEOPRENE COATED WOVEN FIBROUS GLASS MATERIAL. VENT FABRICS, INC. OR APPROVED EQUAL. B) ALL DUCTWORK SHALL BE SHEET METAL. SOUND LINE RECTANGULAR SUPPLY AND RETURN DUCTS WITHIN 10 FEET FROM THE UNIT OPENINGS. C) ALL SUPPLY AND RETURN FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF DOUBLE LAMINATION OF POLYESTER ENCAPSULATED STEEL WIRE HELIX FOR INNER CORE HIGH DENSITY FIBERGLASS INSULATION AND GRAY POLYESTER FILM WITH SPIRAL REINFORCEMENTS EQUAL TO "ATCO -70 SERIES" (MIN. POS. PRESS. = 6" W.G., NEG. PRESS = 0.75" W.C.). FLEXIBLE DUCTS AND CONNECTORS SHALL BE U.L. 181 LISTED AND MEET ALL REQUIREMENTS OF IMC 603.6. D) PROVIDE LOCKABLE VOLUME DAMPERS IN ALL AIR DISTRIBUTION OUTLETS. E) DUCT HANGERS, SUPPORTS AND METHODS OF INSTALLATION SHALL CONFORM TO ASHRAE AND SMACNA RECOMMENDATIONS. F) DUCT SIZES SHOWN ON PLANS INDICATE INSIDE FREE AREA. G) ALL DUCTWORK SHALL BE CLASS 1 AIR DUCT AS APPROVED BY U.L. -181. H) DUCTS - SHEET METAL DUCTS SHALL BE INSULATED WITH THE INSULATION AND THICKNESSES AS SHOWN HEREIN (REDUCE THE INSULATION THICKNESS BY THERMAL VALUE OF SOUND LINING). 1. SUPPLY AIR DUCTS IN HEATED SPACE; NO INSULATION REQUIRED IF SOUNDLINED, OTHERWISE 1" THICK K = 0.23 CO 75 DEGREES F. 2. SUPPLY AIR DUCTS IN NON- HEATED SPACE; APPROXIMATELY 3" THICK K =0.23 CO 75 DEGREES F., TO PROVIDE A MINIMUM THERMAL RESISTANCE VALUE OF MINIMUM R -11. 3. SUPPLY AIR DUCTS OUTSIDE OF BUILDING SAME AS CONDITIONED SPACE EXCEPT WITH WEATHERPROOF BARRIER. 4. RETURN AIR DUCTS; SHALL HAVE SAME INSULATION AS THE SUPPLY AIR DUCTS. 5. EXHAUST AIR DUCTS; NO INSULATION REQUIRED. 6. INDOOR DUCTS HANDLING OUTSIDE AIR SHALL HAVE FIBERGLASS BLANKET WITH VAPOR BARRIER JACKET ASJ, 1" THICK, K = 0.23 © 75 DEGREES F. (ALL DUCTWORK FOR THE BUILDING SUPPLY FAN AND OUTSIDE AIR INTAKES TO INDIVIDUAL HEAT PUMPS). 17) DUCTWORK ALL DUCT SIZES SHOWN ON PLANS INDICATED INSIDE FREE AREA. ALL DUCTWORK SHALL BE CLASS 1 AIR DUCT AS APPROVED BY U.L. -181. A. INSTALL ALL DUCTWORK IN COMPLETE CONFORMANCE WITH RECOMMENDED CONSTRUCTION STANDARDS FOR RECTANGULAR AND ROUND SHEET METAL AND FLEXIBLE DUCTS IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS AND ALL OTHER AUTHORITIES HAVING JURISDICTION. MINIMUM SHEET METAL THICKNESS SHALL BE 26 GA. B. ALL DUCT JOINTS LONGITUDINAL AND TRANSVERSE ARE TO BE SEALED USING 181A OR 181B LISTED TAPES AND MASTICS. MECHANICAL FASTENERS MUST BE USED TO FASTEN DUCTS. C. STRAP HANGERS SHALL NOT BE LESS THAN 1" BY 1/8" THICK ON SIX (6) FOOT CENTERS AND ATTACHED TO SIDE OF DUCT WITH SHEET METAL SCREWS. INSULATED FLEXIBLE DUCT MAY BE USED FOR LOW PRESSURE RUN OUTS TO INDIVIDUAL DIFFUSERS IN LENGTHS NOT TO EXCEED FIVE (5) FEET FOR EACH DIFFUSER. SEAL ALL SHEET METAL SCREW PENETRATIONS. D. ALL RECTANGULAR AND ROUND SUPPLY DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A MINIMUM THICKNESS THAT CONFORMS TO THE STANDARD OF THE LOCAL CODE AND SHALL AND SHALL HAVE A CONTINUOUS VAPOR BARRIER JACKET W /ALL JOINTS TAPED AND SEALED. FRESH AIR DUCT SHALL HAVE 2" INTERNAL DUCT LINER FROM POINT OF OUTSIDE AIR CONNECTION TO POINT OF CONNECTION AT PLENUM BOX OR MIXING BOX. ALL EXPOSED SPIRAL DUCT SHALL HAVE INTERNAL DUCT LINER. E. ALL INSULATION, JOINING MATERIALS, SEALER, ETC.. SHALL HAVE A U.L. FLAME SPREAD CLASSIFICATION OF NO MORE THAN 25 AND A SMOKE DEVELOPMENT RATING NOT MORE THAN 50. 18) MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE THE EXACT LOCATION OF DUCTWORK WITHIN THE STRUCTURE WITH STRUCTURAL AND GENERAL CONTRACTOR PRIOR TO INSTALLATION OF ANY STRUCTURE OR EQUIPMENT. 19) ALL DUCT PENETRATIONS THROUGH RATED ENCLOSURES SHALL BE FIRE AND /OR SMOKE DAMPERED. 20) ALL ROOF PENETRATIONS SHALL BE MIN. OF 5 FEET AWAY FROM THE 2 -HR AREA SEPARATION WALLS. ALL PIPE, DUCT AND CONDUIT PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRE AND SMOKE STOPPED PER CODE. 21) ALL MECHANICAL EQUIPMENT SHALL CONFORM TO SMACNA AND LOCAL REGULATIONS FOR SEISMIC RESTRAINT (INCL. PIPING AND DUCTWORK). 22) THE CONTRACTOR SHALL NOT OPERATE THE EQUIPMENT FOR TEMPORARY HEATING OR VENTILATION DURING THE CONSTRUCTION. (ALL EQUIPMENT SHALL RUN FOR TESTING AND BALANCING PURPOSES ONLY). NOTIFY THE ENGINEER 48 HOURS (MINIMUM) IN ADVANCE TO ARRANGE A FINAL FIELD INSPECTION PRIOR TO COVERING UP THE CEILING. 23) EACH FAN UNIT OVER 2000 CFM SHALL HAVE A DUCT /SMOKE DETECTOR PER 2009 IMC 606 IN RETURN DUCTS AS REQUIRED BY THE JURISDICTIONS. UNIT SHALL SHUT DOWN UPON SMOKE DETECTION (COORDINATE WITH FIRE ALARM CONSULTANT /CONTRACTOR PRIOR TO BIDDING/ CONSTRUCTION). 24) CONTRACTOR IS TO BRING UP THE DISCREPANCIES AND ITEMS WHICH ARE NOT SPECIFICALLY CALLED FOR OR SHOWN BUT ARE REQUIRED FOR A COMPLETE MECHANICAL SYSTEM AND AFFECT HIS CONTRACT PRIOR TO ENTERING AND SIGNING THE CONTRACT; AFTER AWARDING THE CONTRACT ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH DISCREPANCY ITEMS MENTIONED ABOVE, AT NO ADDITIONAL COST TO THE OWNER AND PER LOCAL CODES. MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE STANDARDS WITH THE ARCHITECT /ENGINEER'S APPROVAL. 25) ALL EQUIPMENT SUPPLIED FOR THESE SPECIFICATIONS SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP, AND TITLE, AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. IF IT APPEARS WITHIN ONE YEAR FROM DATE OF FINAL ACCEPTANCE THAT EQUIPMENT DOES NOT MEET THE WARRANTIES ABOVE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFECT AND SHALL RESTORE THE SYSTEM TO THE ORIGINAL SATISFACTORY CONDITIONS AT HIS EXPENSE. THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF OTHER WARRANTIES, WHETHER WRITTEN, ORAL, IMPLIED OR STATUTORY. NO WARRANTY OF MERCHANT ABILITY OF FITNESS FOR PURPOSE SHALL APPLY. (THE WARRANTY SHALL START FROM THE TIME OF ARCHITECT /ENGINEER'S FINAL ACCEPTANCE.) 26) ENTIRE INSTALLATION OF ALL EQUIPMENT, CONTROL, PIPING, DUCTWORK AND RELATED ACCESSORIES SHALL BE PER BASIC OWNERS' STANDARDS. MECHANICAL CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH THESE STANDARDS. 27) MECHANICAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ROUTING AND INSTALLATION FEASIBILITY OF ALL EQUIPMENT, PIPING AND DUCTWORK PRIOR TO SUBMITTING HIS BID AND INCLUDE IN HIS BID ADDITIONAL PIPING, DUCTWORK, FITTINGS, OFFSETS, ETC. WHICH MIGHT BE REQUIRED FOR A COMPLETE SYSTEM READY FOR OWNER'S BENEFICIAL USE. 28) COORDINATE THE CONSTRUCTION SCHEDULE WITH THE ARCHITECT AND PERFORM ALL REQUIRED WORK IN STRICT ACCORDANCE WITH THE OWNER'S SCHEDULE. 29) MECHANICAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 30) ADJUST ALL EQUIPMENT AND PERFORM A COMPLETE AIR - BALANCING AND PUT ALL MECHANICAL SYSTEMS IN OPERATION AND SUBMIT MINIMUM 4 COPIES OF BALANCING REPORTS TO THE OWNER /ARCHITECT. GAS ROOFTOP AIR - CONDITIONIN ' • 1 1 DESIGNATION: AC -1 AC -2 AC -3 ZONE: TRAINING CENTER STORE STORE MANUFACTURER: TRANE TRANE TRANE MODEL: YSC -036 YSC -048 YSC -048 DISCHARGE: DOWN DOWN DOWN GAS TYPE: NAT. NAT. NAT. NOMINAL TONS OF CLG 3.0 4.0 4.0 COOLING 0 ARI (MBH): 37.15 48.0 48.0 S.E.E.R: 13.0 13.0 13.0 IPLV - -- -- -- HEATING INPUT (MBH): 60.0 60 60 HEATING OUTPUT (MBH): 48.0 48 48 AFUE: (STEADY STATE) (80 %) (80 %) (80 %) FAN MOTOR DRIVE: BELT BELT BELT CFM: 1200 1600 1600 E.S.P. (IN -H20): .60" .60" .60" INDOOR FAN (HP): 1.0 1/3 1/3 OUTDOOR FAN(FLA): 2.0 2.0 2.0 COMPRESSOR RLA /LRA: 11.5/77 14.6/91 14.6/91 COMB. FAN (FLA): .60 .60 .60 MCA /MOCP 21.4/30 25.2/35 25.2/35 VOLTAGE: 208 208 208 PHASE: 3 3 3 WEIGHT (LBS): 600 700 700 NOTES: (1) (2) (2) (1) WITH R -410A REFRIGERANT, 100% MODULATING ENTHALPY ECONOMIZER, CRANKCASE HEAT ' COMP .SOR SHOR YCLE ' OTECTIO , GUARD, SINGLE POINT CONNECTION, WEATHER HOOD, ALL STANDARD SAFETY DEVICES, HIGH AND LOW SUR S, : _• ET EF, FACTORY ROOF CURB, FILTER RACK AND 2" PLEATED FILTERS. (2) WITH R -410A REFRIGERANT, 100% MODULATING ENTHALPY ECONOMIZER, CRANKCASE HEATER, COMPRESSOR SHORT CYCLE PROTECTION, TIME GUARD, SINGLE POINT CONNECTION, WEATHER HOOD, ALL STANDARD SAFETY DEVICES, HIGH AND LOW PRESSURE SWITCHES, POWER EXHAUST, FACTORY ROOF CURB, FILTER RACK AND 2" PLEATED FILTERS. SHEETMETAL BOOT CEILING RETURN GRILLE DETAIL DROP. CEIL'G, COORD. WITH ARCH'L FRAME TO SUIT CLG. (TYP.) NO SCALE EXHAUST FAN SCHEDULE DESIGNATION: EF -1 ZONE: TOILET ROOM MANUF.: BROAN MODEL: L100 TYPE: CEILING DRIVE: DIRECT CFM: 109 E.S.P. (IN -H20): 0.125" SONES: 0.9 HP {FLAT: €1.1 VOLTAGE: 120 PHASE: 1 WEIGHT: FD REMARKS: (1)(2) (1) SOURCE SPECIFIC FAN SHALL BE AMCA 210 OR HVI 916. (2) CONTROLLED BY LIGHT SWITCH. SEPARATE PERMIT REQUIRED FOR: ❑ BChanical echrical Plumbing Etas Piping City of Tukwila ,BUILDING DIVISION FX Permit Nor pkr rry aw approval is subject to errors and omission. t 7!"p', (7.ral of construction documents does not authorize Pi: ..aiation of any adopted code or ordinance. Receipt GI ;proved F. �, is w ed: By '1 tKV 4 \itk..kA) per; __ta1 1 4 ?,1, 6 I,1 City Of Tlikwita BUILDING DIVISION REVISIONS fed f'N *ngas shall be made to the scope Of work without prior approval of Tukwila Building Division. R °I ?'1 : Revisions will require a new plan submittal end may include additional plan review fees. Minimum Outside Air Ventilation Schedule SYMBOL ABBREVIATION DESCRIPTION QQ /®s T'STAT /SENSOR THERMOSTAT /SENSOR M3.0 SPECIFICATIONS __ DUCTWORK W/ TURNING VANE AND FLEX CONN. VD VOLUME DAMPER -- RIGID DUCT 1 -- FLEXIBLE DUCT -- ROUND SPIN -IN WITH V.D. FD Ventilation Rate per 2009 IMC 403 (based on ASHRAE Std. 62.1 -2007) --4 -4 SFD SMOKE FIRE DAMPER • CFD Equip. Tag Zone Occupancy Category Area (sf) People Outdoor Air Rate (cfm /person) Table 403.3 Zone Population. Number of people in space.* Area Outdoor Air Rate (cfm /sf) (Table 403.3) Occupant Density ( #/1000 sf) Breathing Zone Outdoor Air Flow Vbz /(CFM) Zone Air Distribution Effectiveness Ez (Table 403.3.1.2) Zone Outdoor Air Flow (Voz /(CFM) System Ventilation EfficiencyEv (Table 403.3.2.3.2 Minimum Outdoor Air Intake Flow Vot /(CFM) Proposesd Design Outdoor Air Intake Flow Vot /(CFM) AC- 2 /AC -3 Retail Retail 1757 7.5 26 0.12 15 405.84 1.00 405.84 0.90 365 370 (E) Back Room Storage Rms 264 0.0 0 0.12 0 31.68 1.00 31.68 0.90 29 30 Offices Office spaces 42 5.0 1 0.06 7 7.52 1.00 7.52 0.90 7 10 Total 401 410 AC -1 Training Center Classroom* 747 10.0 20 0.06 35 244.82 1.00 244.82 0.90 220 220 Total 220 220 * In some cases occupancy is less than maximums as allowed per 403.3 exception, in no case shall the occupancy be less than one half per Table 403.3. USE SMOOTH RADIUS SHEET METAL. ELBOW WHERE 12" STRAIGHT FLEX IS NOT FEASIBLE II MAINTAIN 12" OF STRAIGH FLEX DUCT BEFORE CONN TO DIFFUSER STRAIGHTENING GRID lommommilmor AiIIIIIIIIIIIIIIIIIIllI. FLEX DUCT ADAPTER WHERE APPLICABLE DIFFUSER CEILING DIFFUSER DETAIL Si LAN NI I k CEIL'G (COORD. WITH ARCH'L) FRAME TO SUIT CLG. (TYP.) B NO SCALE M1 .0 ROOF TOP A.C. UNIT (TYPICAL) DISCONNECT PER N.E.C. & ELEC'L BY OTHERS ROOF CURB BY UNIT MANUFACTURER ROOF SUPPLY AIR DUCT 1" SOUND LINED SH'T MTL FLEXIBLE CONN. Al ECONOMIZER AIR INTAKE HOOD AND RELIEF AIR OPTION SHALL BE FACTORY PROVIDED BY A.C. UNIT MANUFACTURER (OR MIN. O.S.A. HOOD PER EQUIP SCHEDULE) GAS COCK & UNION FULL SIZE PVC SCH. #40 DRAIN PIPE AND TRAP (MIN. 3" SEAL) [TRAP NOT REQUIRED WITH UNITS INTERNALLY TRAPPED] ROOF PITCH A/C SCHEMATIC DETAIL GAS PIPING ON ROOF 6" DIRT LEG THROUGH THE CURB SERVICE ROOF JOIST GAS RETURN AIR DUCT NOTE: THIS DETAIL IS DIAGRAMMATIC ONLY. EXACT UNIT CONFIGURATION(S) MAY VARY. NO SCALE ATTACH TO CURB 4-#10 X 1/2" TEK SCREWS SELF TAPPING FASTENER W/ NEOPRENE GASKET ® 8" O.C. m�uu CANT STRIr NOTE: HVAC UNIT 1" THICK VIBREX "RF" PAD. CONTINUOUS MOUNTING FRAME OF UNIT HOLD DOWN, LOCATE CENTER OF HOLD DOWN WITHIN 12" FROM END OF THE CURB, FASTEN TO THE CURB AND UNIT BASE RAIL WITH 4 - #10 X 1/2" TEK SCREWS COUNTER FLASHING RIGID INSULATION 2" THICK ACOUSTICAL LINING 4.,_ FLASHING (RUN BELOW ROOF MEMBRANE) ROOF MEMBRANE DOWNHILL SIDE OF CURB TO BE SEALED WITH 2 RUBBER STRAPPING, UPHILL SIDE TO BE ADDITIONALLY SEALED WITH SILICONE MASTIC PER ROOFING MANUFACTURER'S RECOMMENDATIONS SEISMIC BRACE FOR ROOFTOP UNIT C NO SCALE M 1.0 ENERGY CODE NOTES: 1) THERMOSTATS SHALL BE A 7 DAY PROGRAMMABLE TYPE WITH A 5 DEGREE DEADBAND AND AUTOMATIC SETBACK CONTROL PER 1412.2 WASHINGTON STATE ENERGY CODE. 2) DAMPER SHALL MEET THE LEAKAGE RATE AND CONTROLS PER 1412.4.1 WSEC. 3) WHEN A HEAT PUMP IS INSTALLED THE EQUIPMENT SHALL MEET THE HEAT PUMP CONTROLS REQUIREMENT OF 1412.5 WSEC. 4) EACH AIR SUPPLY OUTLET, AIR OR WATER TERMINAL DEVICE SHALL HAVE A MEANS FOR BALANCING PER 1412.7 5) SYSTEMS THAT SERVES ZONES WITH DIFFERENT USES AS DEFINED PER TABLE 15 -1 SHALL INCLUDE SETBACK AND SHUT -OFF FEATURES PER 1432.1 WSEC. 6) WHEN ECONOMIZER ARE REQUIRED THE ECONOMIZER SHALL BE CAPABLE OF MODULATING OUTSIDE AIR AND RETURN AIR DAMPERS OF THE 100% DESIGN SUPPLY AND ALSO SHALL PROVIDE A MEANS OF RELIEF DURING THE ECONOMIZER CYCLE. IN ADDITIONS THE CONTROLS SHALL ALLOW ECONOMIZER OPERATION WHEN MECHANICAL COOLING IS REQUIRED SIMULTANEOUSLY FOR PROVIDING PARTIAL COOLING PER 1413.1 AND 1413.3 WSEC. 7) HVAC EQUIPMENT SHALL MEET THE MINIMUM ENERGY EFFICIENCY RATINGS PER TABLE 14 -1, 14 -2 AND 14 -3 OF THE WSEC. 8) SUPPLY AND RETURN DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO MIN. R -8. ROOFTOP HVAC DUCTWORK SHALL HAVE A WEATHER BARRIER. DUCT INSULATION, TESTING AND SEALING SHALL BE PER 1414.1 AND 1414.2 WSEC AND PER TABLE 14 -5 WSEC. PIPING INSULATION SHALL MEET THE REQUIREMENTS OF TABLE 14 -6 9) CONTRACTOR SHALL SUBMIT RECORD DRAWINGS AND OPERATING AND MAINTENANCE MANUALS PER 1416 WSEC. 10) CONTRACTOR SHALL PERFORM AND SUBMIT AN AIR BALANCE REPORT PER 1416.3.1 PER WSEC. 11) CONTRACTOR SHALL SUBMIT A COMMISSIONING REPORT AND DOCUMENTATION PER 1416.4 PER WSEC AND PER COMMISSIONING COMPLIANCE CHECKLIST FIGURE 14B. 12) WHEN ELECTRIC WATER HEATER ARE PRESENT THEN R10 SHALL BE PROVIDED UNDER TANK PER 1441. Separate Mechanical Permit required for: Coolers, freezers, walk -in coolers and freezers. Self- contained "plugin" type coolers or freezers shall not require a mechanical permit. LEGEND ■,....■ `r SYMBOL ABBREVIATION DESCRIPTION QQ /®s T'STAT /SENSOR THERMOSTAT /SENSOR M3.0 SPECIFICATIONS __ DUCTWORK W/ TURNING VANE AND FLEX CONN. VD VOLUME DAMPER -- RIGID DUCT -- FLEXIBLE DUCT -- ROUND SPIN -IN WITH V.D. FD FIRE DAMPER --4 -4 SFD SMOKE FIRE DAMPER • CFD CEILING RADIATION FIRE DAMPER CD ROUND CEILING DIFFUSER CG ROUND CEILING GRILLE i CD SQUARE CEILING DIFFUSER CG SQUARE CEILING GRILLE CD CONDENSATE DRAIN LINE -CD ,,, -- SMOKE DUCT DETECTOR A.F.F. ABOVE FINISHED FLOOR / / / /// (D) DEMOLITION WORK (E) EXISTING DUCTWORK (N) NEW DUCTWORK 0 POINT OF CONNECTION REVISION N0:1 PLAN INDEX M1.0 GENERAL NOTES, SCHEDULES AND LEGEND M2.0 FLOOR PLAN - HVAC M3.0 SPECIFICATIONS r,rnci, RESPONSE TO PLUMBING REVIEW CHANGED HVAC TO 2 UNITS PER OWNER 0. : 0 W c0 N rn (0 N rn A 0 z JACKSON STORE 4i631 2 0 a� CC REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2011 kr ""' - City of Tukwila BUILDING DIVISION CITY of TUI IMLA nrT 1,7 2011 PERMIT CENTER Abossein Engineering, L.L.C. MECHANICAL, - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BEL,i.F,VUE, WA 98004 PH: 425 462 -9441 FAX: 425 462 -9451 E-Mail: cservice @abossein.com www.abossein.com BERESSIIMMEESIMIMEMIS 0 I c N �o x 0 O 0 0 3 9 • 18215 72ND AVENUE SOUTH O CO N 0) CO CO in to W z 5 z N a� z z z w _z C� 5 z z J UV) Job Number w 0 E 0) N 0 N 0 0 0 T 0 v 0 w 0 0 LAYOUT NAME: Layout 1 FILE NAME: J: \211081 \211081 M02.dwg KEYED NOTES: OA A/C UNIT ON ROOF, COORDINATE W /STRUCTURAL. MOUNT UNIT ON ROOF W /ROOF CURB. COORDINATE WITH G.C. FOR USING COMPATIBLE ROOF MATERIALS AND SEALANTS FOR ROOF CURB INSTALLATION, ROOF CURB INSTALLATION SHALL BE MADE WATERTIGHT. ADD RIGID INSULATION BELOW COMPRESSOR SECTION IN ORDER TO CONTROL CONDENSATION FORMATION FROM ACCUMULATING ONTO THE FRAMING OR CEILING STRUCTURE. 1" SOUNDLINING FOR SUPPLY AIR AND RETURN AIR DROPS. SOUNDLINE FOR THE FIRST 10 FT, ROUTE DUCTWORK ABOVE CEILING SPACE. VERIFY EXACT LOCATIONS OF JOISTS AND JOIST SPACING AT SITE IN ORDER TO INSTALL THE DUCTS BETWEEN THE STRUCTURE. TRANSITION AT THE UNIT OPENING AS REQUIRED. (TYP.) SUPPLY DUCT AND RETURN DUCT WITH 1" EXTERIOR INSULATION (MIN. R -4) SPIN -IN VOLUME DAMPER (TYPICAL) FLEX DUCT - MAIXIMUM 6 FT. (TYP.) 7 -DAY PROGRAMMABLE WSEC COMPLIANT T'STAT WITH SUB -BASE O6 "0 DUCT UP TO ROOF CAP. TERMINATE A MINIMUM OF 10 FT. AWAY FROM HVAC UNIT OUTSIDE AIR INTAKE. MAINTAIN MAXIMUM DISTANCE POSSIBLE FROM ROOF CANTS AND 1 FT MINIMUM FROM ROOF PARAPET. ODUCTWORK INSTALLED ABOVE CEILING SPACE. INSTALLATION SHALL BE PER SMACNA "HVAC DUCT CONSTRUCTION STANDARDS ", LATEST EDITION (TYPICAL). EII:: SEE AIR DISTRIBUTION SCHEDULE, THIS SHEET. (TYP.). OSEE DIFFUSER AND RETURN GRILLE DETAIL A /M1.0 & B /M1.0. (TYP.). OK SEE MOUNTING DETAIL C /M1.0 & D /M1.0. (TYP.). OOUTLINE OF UNIT ON ROOF CURB, COORDINATE WITH STRUCTURAL FOR SUPPORT. SEE DETAILS ON SHEET "M -1" AND COORDINATE WITH ARCHITECTURAL AND STRUCTURAL. f f f .� ctt, ».��ha\. \\\\•ou.���.. »: \:s.�:»,r:'z'«, znmau.,' ::Fa.:.a�..+x.;, ur» 175CFM 24x24 1200CFM FM -A ............. ELEC'L 5OCFM -A _L 'x1 .•i 360CFM -A; 300CFM;- 00CFM' 10" 0 1• \. 3Fi�`C'M -A "5OCFM B 6j 24X12 ANIL 6" 0 t • :6 "0 300CFM'y -A ,50,CE.M- 3 W..— ».t'Q'.:./ff /.:::::: yri+L.T:' ^' 0 +r Ills'/ ..v�' ,.:iS : ^H/x :`f: " :�•::'4YA»�.kiffNas.' ». :, » . RESPONSE TO PLUMBING REVIEW CHANGED HVAC TO 2 UNITS PER OWNER C 0 cc 0 w re Il C0 N 0) t0 cNI 0) 0 z FLOOR PLAN - HVAC o co w cc < Z o cn z cc U � � Q -) p REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2011 City of Tukwila BUILDING DIVISION AIR DISTRIBUTION SCHEDULE TYPE DESCRIPTION CFM NECK SIZE KRUEGER MODEL TITUS MODEL REMARKS A T -BAR DIFFUSER PER PLAN PER BELOW 6200 PCS PERFORATED B SOLID CEILING DIFFUSER PER PLAN PER BELOW SH TDC AIR DIST. 4 -WAY UNLESS SHOWN OTHERWISE C SOLID CLG. RETURN /EXH. GRILLES PER PLAN PER BELOW S8OH 350RL BOTTOM /TOP WALL GRILLE D TOP WALL REGISTER PER PLAN PER BELOW 880H 300RS E T -BAR RETURN /EXHAUST GRILLE PER PLAN PER BELOW EGC5 50F3 F LINEAR SLOT DIFFUSER PER PLAN 48" - 2 SLOTS (1" SLOT) 1950 ML39 G LINEAR SLOT DIFFUSER PER PLAN 48" - 2 SLOTS (1" SLOT) PTBS MPI DUCT SIZE FEEDING THE AIR DISTRIBUTION NECK NECK NECK NECK NECK SIZE (ROUND) CFM (MIN.) CFM (MAX) TYPE- A (6200) TYPE - B (SH) TYPE- C (S8OH) TYPE- D (880H) TYPE- E (EGC5) 4" 0 35 6 X 6 6 X 6 6 X 6 6 X 6 6 X 6 5" 36 60 6X6 6X6 6X6 6X6 6X6 6" 61 95 6X6 6X6 6X6 6X6 6X6 7" 96 145 6X6 6X6 8X6 8X6 8X6 8" 146 200 6X6 6X6 10X 6 10X 6 10X 6 9" 201 280 10 X 10 9 X 9 10 X 6 10 X 6 10 X 6 10" 281 380 10 X 10 9 X 9 12 X 10 18 X 8 12 X 10 12" 381 600 12 X 12 12 X 12 18 X 10 20 X 8 18 X 10 14" 601 900 15 X 15 15 X 15 24 X 12 28 X 10 24 X 12 16" 901 1300 24 X 18 32 X 10 24 X 18 18" 1301 1750 24 X 24 36 X 16 24 X 24 20" 1751 2045 24 X 24 24 X 24 20" 2046 2310 30 X 24 30 X 24 22" 2311 3000 30 X 30 30 X 30 NOTES: 1) CEILING DIFFUSERS, REGISTERS AND GRILLES SHALL BE KRUEGER OR EQUAL. 2) CD= CEILING DIFFUSER, RG= RETURN GRILLE, TG= TRANSFER GRILLE, LVR= LOUVER, TWR =TOP WALL REGISTER, TWG =TOP WALL GRILLE. 3) ALL SUPPLY AIR DISTRIBUTION OUTLETS WITHOUT VOLUME DAMPERS SHALL HAVE OPPOSED BLADE VOLUME CONTROL DAMPERS. 4) FASTENING METHOD SHALL BE AS SELECTED BY ARCHITECT AND SHALL BE COMPATIBLE WITH THE WALL OR CEILING STRUCTURE THAT IS BEING INSTALLED TOO. 5) MANUFACTURER MUST MATCH MATERIALS, TYPE, AND PERFORMANCE OF LISTED DEVICE. COORDINATE FINISH WITH ARCHITECT. FLOOR PLAN-HVAC SCALE: 1 /4" = 1' -0" NORTH 1414 Ducting Systems 1414.1 Duct Sealing and Testing: Duct work and plenums shall be sealed in accordance with Section 1414.1.1. Additionally, ducts shall be tested in accordance with Sections 1414.1.2 and 1414.1.3 as required. 1414.1.1 Sealing: Duct work which is designed to operate at pressures above'' /: inch water column static pressure shall be sealed as follows: 1. Static pressure % inch to 3 inches: Seal all transverse joints and longitudinal seams. Spiral lock seams in round and flat oval duct work do not require sealing; however, other seams shall be sealed. 2. Static pressure above 3 inches: Seal all transverse joints, longitudinal seams and duct wall penetrations. All low pressure supply and return air systems not located entirely within the conditioned space, including the unconditioned side of enclosed stud bays or joist cavities /spaces used to transport air, shall be securely fastened and sealed. Duct work shall be sealed using welds, gaskets, mastic, or mastic -plus- embedded -fabric tape. Enclosed stud bays or joist cavities /spaces used to transport air shall be sealed using mastic -plus- embedded -fabric tape, or when drywall is used to enclose the air system, drywall mud and tape. Duct tape is not permitted as a sealant on any ducts. EXCEPTION: Fibrous glass duct systems installed in accordance with Standard UL 181A and flexible duct systems installed m accordance with Standard UL 181B may use tapes listed for these systems. 1414.1.2 Low Pressure Duct Leak Test: All duct systems shall be sealed to a leakage rate not to exceed 6 percent of the fan flow if the duct system: 1. Is connected to a constant volume, single zone, air conditioner, heat pump or furnace; and 2. Serves less than 5,000 square feet of floor area; and 3. Has more than 25 percent duct surface area located in any unconditioned space. The leakage rate shall be confirmed through field verification and diagnostic testing, in accordance with SMACNA Duct Leakage Test Procedures - 1985. 1414.1.3 High Pressure Duct Leak Test: Duct work that is designed to operate at static pressures in excess of 3 inches water column shall be leak- tested in accordance with SMACNA Duct Leakage Test Procedures - 1985. Representative sections totaling no less than 25 percent of the total installed duct area for the designated pressure class shall be tested. Duct systems with pressure ratings in excess of 3 in. w.c. shall be identified on the drawings. The maximum permitted duct leakage shall be: Lmax = CLP0.65 Where: Lmax = Maximum permitted leakage in cfm/100 ft2 duct surface area. CL = Duct leakage class, cfm/100 ft2 at 1 in. w.c. CL = 6 for rectangular sheet metal, rectangular fibrous, and round flexible ducts. CL = 3 for round/flat oval sheet metal or fibrous glass ducts. = Test pressure, which shall be equal to the design duct pressure class rating in w.c. 11 I CITYOF7ULA 8 OCT 17 2011 PERMIT CENTER Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: 425 462 -9441 FAX: 425 462 -9451 E -Mail: cservice9abossein.com www.abossein.com 0 U al 2 N .0 0 11 a 0 II o 0 C 3 8 q0. cm 0 .c ` 0 18215 72ND AVENUE SOUTH UV) Job Number S M 0 0 CV 2 PLOTTED: Friday, October 14, 20 LAYOUT NAME: Layoutl FILE NAME: J: \211081 \211081 M03.dwg HVAC SPECIFICATIONS - DIVISION #23 PART 1.00 GENERAL 1.01 LOCAL CONDITIONS: VISIT AND INSPECT THE PREMISES TO ASCERTAIN THE EXISTING CONDITIONS BEFORE SUBMITTING A BID. NO EXTRA PAYMENT WILL BE ALLOWED FOR THE LACK OF KNOWLEDGE OF THESE CONDITIONS. 1.02 CODES: STRICTLY COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. IMC - MECHANICAL CODE UPC - PLUMBING CODE IFGC - FUEL GAS CODE 1.03 STANDARDS: THE FOLLOWING PUBLICATIONS (LATEST EDITION) FORM A PART OF THESE REQUIREMENTS TO THE EXTENT INDICATED BY THE REFERENCES THERETO: SHEET METAL AND AIR CONDITIONING CONTRACTOR NATIONAL ASSOCIATION (SMACNA) LOW VELOCITY DUCT MANUAL 1.04 PLANS AND SPECIFICATIONS: THE MECHANICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER INTENDED TO COVEY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT, DUCTS, PIPING, ETC., AND APPROXIMATE SIZES AND LOCATIONS OF EQUIPMENT AND OUTLETS. DETERMINE THE EXACT LOCATION OF THE ELEMENTS OF THE SYSTEM FROM THE STRUCTURE AND FROM THE EQUIPMENT, NOT FROM THE DRAWINGS. DO NOT SCALE DRAWINGS FOR MEASUREMENTS NOR USE AS SHOP DRAWINGS. 1.05 PROVIDE ALL ITEMS, EQUIPMENT, MATERIALS, OPERATIONS, OR METHODS LISTED, MENTIONED OR SCHEDULED ON THE DRAWINGS, AND /OR HEREIN INCLUDING ALL INCIDENTALS AND ACCESSORIES NECESSARY AND REQUIRED FOR INSTALLATION OR MOUNTING, OR NORMALLY SUPPLIED BY COMMON PRACTICE WHETHER SPECIFICALLY MENTIONED OR NOT, TO PROVIDE COMPLETE AND PROPERLY FUNCTIONING SYSTEMS. 1.06 BRING ANY NON- COMPLIANCES WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS, CONFLICTS AND DISCREPANCIES TO THE ENGINEER'S ATTENTION BEFORE SUBMITTING BID. A CORRECT, COMPLETE AND EASILY MAINTAINED SYSTEM IS INTENDED. 1.07 THE CONTRACTOR'S BID WILL BE CONSTRUED AS AN AGREEMENT TO COMPLETE THE WORK WITHOUT ADDITIONAL COST TO THE OWNER. WHERE CONFLICTS BETWEEN PLANS AND SPECIFICATIONS OR CONFLICTING INFORMATION ON THE PLANS OCCURS, THE CONFLICTS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BIDDING. THE MORE COSTLY ALTERNATIVE SHALL BE INCLUDED IN THE BID PRICE. 1.08 MAKE NO CHANGES IN THE WORK SPECIFIED, UNLESS SUCH CHANGES ARE AUTHORIZED IN WRITING BY THE OWNER, ARCHITECT AND /OR ENGINEER. NO CHARGES FOR EXTRA WORK WILL BE PAID UNLESS SUCH EXTRA WORK HAS BEEN AUTHORIZED AND THE AUTHORIZATION CONTAINS A STATEMENT OF THE WORK TO BE ACCOMPLISHED AND THE CHARGES TO BE MADE FOR THE WORK. 1.09 IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A MECHANICAL SYSTEM COMPLETE, FULLY ADJUSTED, AND READY TO USE. 1.10 IT IS THE INTENTION OF THESE SPECIFICATIONS AND DRAWINGS TO CALL FOR FINISHED WORK, TESTED, AND READY FOR OPERATION. WHEREVER THE WORK "PROVIDE" IS USED, IT SHALL MEAN "FURNISH AND INSTALL COMPLETE AND READY TO USE." MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR THE PROPER INSTALLATION AND OPERATION, SHALL BE INCLUDED IN THE WORK, THE SAME AS IF HEREIN SPECIFIED OR SHOWN. 1.11 THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL GOVERNMENT SALES TAXES, FEES AND OTHER COSTS, INCLUDING UTILITY CONNECTIONS OR EXTENSIONS, IN CONNECTION WITH HIS WORK; FILE ALL NECESSARY PLANS, PREPARE ALL DOCUMENTS AND OBTAIN ALL NECESSARY APPROVALS OF ALL GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION; OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTION OF HIS WORK AND DELIVER SAME TO THE ARCHITECT BEFORE REQUEST FOR ACCEPTANCE AND FINAL PAYMENT FOR WORK. 1.12 THE CONTRACTOR SHALL INCLUDE IN THE WORK, WITHOUT EXTRA COST TO THE OWNER, ANY LABOR, MATERIALS, SERVICES, APPARATUS, DRAWINGS, IN ORDER TO COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES AND REGULATIONS, WHETHER OR NOT SHOWN ON DRAWINGS AND /OR SPECIFIED. PART 2.00 PRODUCTS 2.01 MATERIALS AND EQUIPMENT SUBSTITUTIONS: THE BID PRICE SHALL BE BASED ON THE MATERIALS, EQUIPMENT AND /OR SERVICES AS SCHEDULED ON THE DRAWINGS AND /OR SPECIFIED HEREIN, AND /OR AS ACCEPTED PRIOR TO BIDDING. 2.02 REQUESTS FOR ACCEPTANCE OF ALTERNATIVES SHALL BE SUBMITTED TEN (10) DAYS PRIOR TO BID. 2.03 ACCEPTANCE OF ALTERNATE OR SUBSTITUTE EQUIPMENT IN NO WAY VOIDS MATERIAL OR PERFORMANCE REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF ANY MATERIAL OR EQUIPMENT SUBSTITUTED FOR SPECIFIED ITEMS ACCEPTED BY THE ARCHITECT AND /OR ENGINEER BEFORE OR AFTER THE BID DATE. CONTRACTOR SHALL BE RESPONSIBLE FOR INCORPORATING ANY SUBSTITUTE EQUIPMENT IN THE SYSTEM DESIGN. 2.04 CONTRACTOR SHALL PAY FOR ALL EXTRA COSTS BY ANY TRADE FOR CHANGES NECESSITATED BY MATERIAL OR EQUIPMENT SUBSTITUTIONS REGARDLESS OF ACCEPTANCE WITHOUT FURTHER COST TO THE CLIENT. 2.05 REVIEW OF MATERIALS AND EQUIPMENT: WITHIN 30 DAYS OF CONTRACT AWARD, SUBMIT FIVE COPIES OF EACH 2.06 GENERAL MATERIALS AND EQUIPMENT: ALL MATERIAL AND EQUIPMENT SHALL BE NEW AND OF THE BEST OF CATALOG GRADE INDICATED AND /OR SPECIFIED AND SHALL BE FREE FROM ALL DEFECTS. 2.07 MATERIAL AND EQUIPMENT SPECIFIED HEREIN SHALL BE GUARANTEED BY THE MANUFACTURER TO PERFORM TO STANDARDS INDICATED OR INFERRED IN PUBLISHED LITERATURE OR CATALOG DATA. MANUFACTURER'S RECOMMENDATIONS SHALL BE CLOSELY FOLLOWED ON INSTALLATION. 2.08 REFRIGERANT PIPING: TYPE "L" OR TYPE "K" WITH BRAZED HIGH TEMPERATURE SOLDER JOINTS. PIPE SHALL BE CLEAN AND TESTED FOR LEAKS. INSULATE SUCTION PIPING WITH 1 INCH THICK FIBERGLASS WITH FRJ JACKET SEALED WATER TIGHT. COVER OUTDOOR INSULATION WITH ALUMINUM OR PLASTIC JACKET APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2.09 ALL INSULATION SHALL HAVE A COMPOSITE (INSULATION, JACKET OR FACING, AND ADHESIVE) FIRE HAZARD RATING AS TESTED BY ASTM E -84, NFPA 255, OR UL 723, NOT TO EXCEED 25 FLAME SPREAD AND 50 SMOKE DEVELOPED. ACCESSORIES SUCH AS COATINGS, TAPES, AND ADHESIVES SHALL HAVE THE SAME COMPONENT RATINGS. ALL INSULATING MATERIALS OR THEIR CONTAINERS SHALL HAVE A LABEL INDICATING COMPLIANCE WITH THE ABOVE RATING. REFERENCE STANDARDS: NFPA D -255, A.S.T.M. E -84, UL -723, ASHRAE 90 -75 AND THE STATE ENERGY CODE. ACCEPTABLE MANUFACTURERS: CERTAINTEED, OWENS - CORNING, KNAUF AND MANVILLE. PART 3.00 EXECUTION 3.01 PERMITS AND INSPECTIONS: APPLY AND PAY FOR ALL PERMITS AND CERTIFICATES OF INSPECTION REQUIRED FOR THE WORK, AND AT COMPLETION, PRESENT THE OWNER WITH THE SIGNED CERTIFICATES OF FINAL INSPECTION. 3.02 UTILITIES: CHARGES BY UTILITY COMPANIES FOR PROVIDING SERVICES SHALL BE PAID BY OWNER AND WILL NOT BE A PART OF THIS CONTRACT. THE CONTRACTOR SHALL DO INSTALLATION WORK NORMALLY PROVIDED IN THIS CONTRACT. 3.03 PLACE AND ARRANGE EQUIPMENT, PIPING, DUCTS, CONTROLS, ETC., TO FIT THE SPACE AVAILABLE. INCLUDING ALL OFFSETS IN PIPING OR DUCTS, DUCT TRANSFORMATIONS, ETC. REQUIRED. 3.04 SUBMIT SHOP DRAWINGS FOR TEMPERATURE CONTROL SYSTEMS, MECHANICAL EQUIPMENT WIRING, MECHANICAL EQUIPMENT AND MATERIALS WHICH CANNOT BE ADEQUATELY DESCRIBED BY MANUFACTURER'S PRINTED SHEETS, AND FOR SUCH ADDITIONAL ITEMS AS THE ARCHITECT /ENGINEER MAY DIRECT. 3.05 CLEARLY MARK SUBMITTALS AS TO PLAN CODE, SPECIFIC ITEM PROPOSED, CATALOG NUMBERS, RECESS OPENINGS, DIMENSIONS, CAPACITIES, ELECTRICAL CHARACTERISTICS, ETC.. SUBMITTALS WHICH ARE INCOMPLETE WILL BE REJECTED. 3.06 THE ENGINEER'S CHECK SHALL BE GENERAL, AND DOES NOT RELIEVE THE CONTRACTOR OF FINAL RESPONSIBILITY OF COMPLIANCE TO THE INTENT OF THE PLANS AND SPECIFICATIONS. 3.07 SUPERVISION AND WORKMANSHIP: QUALIFIED SUPERVISION FOR EACH TRADE SHALL BE IN CHARGE OF THE WORK AT ALL TIMES AND SHALL BE ON THE JOB SITE WHENEVER WORK IN THAT TRADE IS BEING ACCOMPLISHED. 3.08 ALL WORK SHALL BE DONE IN A FIRST -CLASS MANNER BY WORKMEN SKILLED IN THE TRADE AFFECTED. 3.09 CLEANING PIPING, DUCTS, EQUIPMENT: THOROUGHLY CLEAN ALL DUCTS AND EQUIPMENT OF DIRT, CUTTINGS, AND OTHER FOREIGN SUBSTANCES. REMOVE FROM PREMISES ALL RUBBISH AND DEBRIS, LEAVING THE AREA CLEAN AND READY FOR USE. 3.10 EQUIPMENT START -UP: ADJUST ALL BELTS, OR OTHER DRIVES AND CHECK MOTOR ROTATIONS. 3.11 INSTALL TEMPORARY AIR FILTERS IN AIR HANDLING EQUIPMENT THAT IS BEING USED FOR HEATING OR VENTILATION DURING CONSTRUCTION. INSTALL A NEW SET OF THE SPECIFIED AIR FILTERS FOR THE EQUIPMENT AT THE COMPLETION OF THE JOB. 3.12 COMPLETION: OPERATE ALL MECHANICAL SYSTEMS, INCLUDING ALL EQUIPMENT FURNISHED UNDER THIS DIVISION FOR A PERIOD OF TIME NOT TO EXCEED 5 DAYS OR AS MAY BE REQUIRED AT THE DIRECTION ON THE ARCHITECT /ENGINEER TO PROVE THAT ALL COMPONENTS ARE PROPERLY OPERATING AND THAT THE COMPLETE INSTALLATION IS FUNCTIONING SMOOTHLY AND NOISELESSLY TO THE FULL EXTENT OF PLANS AND SPECIFICATIONS, ANY REBALANCING, READJUSTING OF SYSTEM ELEMENTS FOUND NECESSARY WHEN THE SYSTEMS ARE SUBJECT TO ACTUAL OPERATING CONDI TIONS SHALL BE DONE BY THE CONTRACTOR AT NO EXTRA COST TO THE OWNER. 3.13 OPERATING INSTRUCTIONS: SUBMIT 30 DAYS PRIOR TO COMPLETION OF THE PROJECT, FOUR (4) SETS OF OPERATING BROCHURES. EACH BROCHURE SHALL INCLUDE OPERATING INSTRUCTIONS, MAINTENANCE INSTRUCTIONS, INSTALLATION INSTRUCTIONS, PARTS LISTS AND WIRING DIAGRAMS FOR EACH ITEM OF MECHANICAL EQUIPMENT WITH MIXING OR MOVABLE PARTS. THE BROCHURE SHALL ALSO INCLUDE OPERATIONAL AND DIAGRAMS OF TEMPERATURE CONTROL SYSTEMS. 3.14 PROVIDE TYPEWRITTEN OPERATING INSTRUCTIONS IN THE BROCHURE COVERING EACH PIECE OF MOTORIZED MECHANICAL EQUIPMENT, GIVE NORMAL STARTING AND STOPPING PROCEDURES, ALONG WITH PROPER PARTIES TO CONTACT IN THE EVENT OF EMERGENCY, FAILURE OF CONTROLS OR EQUIPMENT. OUTLINE OF INSTRUCTIONS AS FOLLOWS: NORMAL STARTING, STOPPING AND EMERGENCY SHUT -DOWN OF EACH PIECE OF MOTORIZED EQUIPMENT. PROVIDE LUBRICATION INSTRUCTIONS FOR EACH MOTOR BEARING OR OPERABLE PIECE OF EQUIPMENT. GIVE FREQUENCY OF LUBRICATION, TYPE AND BRAND OF OIL OR GREASE. INCLUDE CALIBRATION, CLEANING AND ADJUSTMENT SCHEDULES AND PROCEDURES. INCLUDE COPIES OF MANUFACTURER'S LITERATURE ON MAINTENANCE AND OPERATION OF EACH PIECE OF EQUIPMENT, INCLUDING INSTALLATION INSTRUCTIONS, DIAGRAMS, AND PARTS LISTS, IN EACH BROCHURE. 315 AS -BUILT DRAWINGS: SUBMIT AS -BUILT DRAWINGS AT COMPLETION OF WORK. 3.16 GUARANTEE: THE MECHANICAL SYSTEM SHALL BE LEFT IN PROPER WORKING ORDER. REPLACE ANY WORK, MATERIAL OR EQUIPMENT PROVIDED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS WITHIN ONE (1) YEAR FROM DATE OF SUBSTANTIAL COMPLETION WITHOUT ADDITIONAL CHARGES. A NEW ONE (1) YEAR GUARANTEE ON THE AFFECTED ITEM OR ITEMS SHALL BE PROVIDED COMMENCING ON THE DATE OF THE APPROVED REPAIR OR REPLACEMENT. 3.17 MECHANICAL EQUIPMENT WIRING AND CONNECTIONS: ITEM FURNISHED BY EQUIPMENT MOTORS MC MOTOR CONTROLLERS, PUSHBUTTON STATIONS, PILOT LIGHTS, ETC. MC MULTI -SPEED SWITCHES LINE VOLTAGE THERMOSTATS MC INSTALLED BY WIRED AND /OR OR MOUNTED BY CONNECTED BY MC EC EC DISCONNECT SWITCHES, (FUSED OR UNFUSED), HP RATED SWITCHES, THERMAL OVERLOAD SWITCHES, ETC. MC EC LOW VOLTAGE THERMOSTATS, CONTROL RELAYS, TIME CLOCKS, CONTROL TRANSFORMER, CONTROL PANELS, PRESURESTATS, MOTOR VALVES, DAMPER MOTORS, SOLENOID VALVES, EP & PE SWITCHES, ETC. AND ALL INTERLOCK WIRING MC MC MC - MECHANICAL CONTRACT EC - ELECTRICAL CONTRACT THE MECHANICAL CONTRACTOR SHALL FURNISH ALL MAGNETIC STARTERS OR CONTACTORS. EC EC EC EC MC 3.18 ALL MANUAL OR AUTOMATIC CONTROL AND PROTECTIVE OR SIGNAL DEVICES REQUIRED BUT NOT INDICATED ON ELECTRICAL PLANS SHALL BE FURNISHED AND INSTALLED UNDER THIS DIVISION OF THE SPECIFICATIONS. THE WIRING INSTALLATION SHALL CONFORM TO ELECTRICAL DIVISION. 3.19 3.20 3.21 3.22 3.23 3.24 3.25 ALL WIRING CONNECTIONS TO CONTROLS ATTACHED TO DUCT WORK, OR MECHANICAL EQUIPMENT SHALL BE MADE WITH FLEXIBLE CONNECTIONS TO PREVENT VIBRATION. COORDINATE WITH THE ELECTRICAL CONTRACTOR BEFORE ORDERING MOTORS AND /OR OTHER ELECTRICAL EQUIPMENT TO ASSURE ELECTRICAL EQUIPMENT BEING OF PROPER ELECTRICAL CHARACTERISTICS. FURNISH PROPER NEMA TYPE ENCLOSURES FOR ALL STARTERS AND /OR CONTACTORS AS REQUIRED BY USAGE OR CODE. PROVIDE HEAVY DUTY SPEED SELECTOR SWITCHES, THERMAL MAGNETIC SWITCHES, START STOP PUSH BUTTON STATIONS ETC. AS REQUIRED. CUTTING AND PATCHING: CAREFULLY PERFORM ALL WORK WHERE CUTTING, CHANNELING, CHASING, OR DRILLING OF FLOORS, WALLS, PARTITIONS, CEILINGS OR OTHER SURFACES IS NECESSARY FOR PROPER INSTALLATION OR SUPPORT OF DUCTS, PIPINGS, OR OTHER MECHANICAL EQUIPMEN T. ANY DAMAGE TO BUILDING, PIPING, EQUIPMENT, PLASTER, WOODWORK OR METAL NORK SHALL BE REPAIRED BY SKILLED MECHANICS OF TRADES INVOLVED, AT NO ADDITIONAL COST TO THE OWNER. DO NOT CUT, CHANNEL, CHASE OR DRILL MASONRY OR TILE; OR CUT, DRILL OR WELD STRUCTURAL MEMBERS OF THE BUILDING, ETC., WITHOUT FIRST OBTAINING ARCHITECT'S PERMISSION, IF PERMISSION IS GRANTED, PERFORM THIS WORK IN A MANNER APPROVED BY THE ARCHITECT. 3.26 CAULKING & WATERPROOFING: CAULK AROUND ALL PIPES, ETC. TO PREVENT AIR AND MOISTURE LEAKAGE WITH COMPOUND APPROVED BY ARCHITECT /ENGINEER. 3.27 3.28 3.29 SEAL AROUND ALL PIPES AND DUCTS WITH FIREPROOF CAULKING OR GROUT WHERE THEY PASS THROUGH FLOORS, FIREWALLS, AND SHAFTS. PROVIDE FLASHINGS WHERE ALL PIPES AND DUCTS PIERCE OUTSIDE WALLS OR ROOF AS NECESSARY TO PREVENT. MOISTURE ENTRY. INSERTS, SLEEVES & BLOCKOUTS: FURNISH AND INSTALL, PRIOR TO CONCRETE POURING OR OTHER CONSTRUCTION, INSERTS, SLEEVES, OR BLOCKOUTS IN WALLS, FLOOR SLABS, ROOFS AND PARTITIONS FOR PASSAGE OF ALL WORK INSTALLED UNDER THIS DIVISION. 3.30 PROVIDE GALVANIZED IRON AND STEEL PIPE SLEEVES FOR IRON PIPES. USE COPPER SLEEVES FOR COPPER PIPES. PROVIDE WOOD OR STEEL BLOCKOUTS FOR LARGE OPENINGS. SECURE ALL SUCH ITEMS FIRMLY IN POSITION. 3.31 VIBRATION - ABSORBING MOUNTINGS AND CONNECTIONS: ISOLATE EACH ITEM OF EQUIPMENT WITH MOVING PARTS FROM THE BUILDING STRUCTURE ALONG WITH ANY PIPING, CONDUITS, OR DUCTS ATTACHED THERETO. UNLESS OTHERWISE INDICATED, UNITS ISOLATING EQUIPMENT FROM STRUC TURE SHALL BE PROPERLY DESIGNED SPRING -TYPE ISOLATORS. 3.32 BELT DRIVE GUARDS: PROVIDE BELT DRIVE GUARDS FOR ALL EQUIPMENT AND SAFETY SCREENS ON EXPOSED FAN INLETS. 3.33 VALVES: NIBCO BALL VALVES OR EQUAL. 3.34 AIR CONDITIONING UNITS: PER EQUIPMENT SCHEDULE WITH CAPACITY AS INDICATED. UNIT SHALL BE AN AIR - COOLED CONDENSING UNIT, AIR HANDLING UNIT WITH DX -COILS OR HEAT PUMPS OR GAS FURNACE OR HOT WATER COILS, FILTER MIXIMG BOX AND VIBRATION ISOLATORS. TOTAL CAPACITY OF EACH UNIT SHALL BE AS SCHEDULED ON THE DRAWINGS. 3.35 CONTROLS THE COOLING SYSTEM SHALL BE PROTECTED WITH HIGH PRESSURE STAT, LOW PRESSURE STATS, LOSS -OF- CHARGE PROTECTION, INDOOR COIL FREEZESTATS, CURRENT AND TEMPERATURE SENSITIVE OVERLOAD DEVICES. 3.36 PROVIDE PRODUCTS OF COMBUSTION DETECTOR IN SUPPLY AND RETURN AIR IN ALL UNITS 2000 CFM OR OVER TO SHUT DOWN UNIT ON ALARM CONDITION. 3.37 EXHAUST FANS: FANS SHALL MEET CAPACITIES SCHEDULED AND NOT EXCEED SOUND LIMITATIONS SPECIFIED. 3.38 GRILLES & REGISTERS: SCHEDULED ON DRAWINGS. TITUS OR EQUAL. 3.39 DUCT LINING: 1/2" THICKNESS, 3 PCF DENSITY, NEOPRENE COATED DUCT LINER MEETING FIRE HAZARD RATING REQUIREMENTS FOR INSULATION. INSTALL WITHIN MINIMUM 10' DUCT LENGTH FROM FANS. 3.40 DUCTWORK: SHEET METAL DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED STEEL. DUCTS SHALL CONFORM ACCURATELY TO THE DIMENSIONS INDICATED AND SHALL BE STRAIGHT AND SMOOTH ON THE INSIDE WITH JOINTS NEATLY FINISHED. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH SMACNA LOW PRESSURE DUCT MANUAL, 2" WG FOR SUPPLY & 1" WG FOR EXHAUST DUCTS. ELBOWS, FITTINGS AND BRANCH TAKE -OFFS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED AS RECOMMENDED IN SMACNA "DUCT CONSTRUCTION STANDARDS" WITH THE USE OF TURNING VANES OR RADIUS ELBOWS. FLEXIBLE RUNOUTS FROM BRANCHES, RISERS OR MAINS TO AIR TERMINAL UNITS, AND OUTLETS SHALL BE FACTORY- FABRICATED, CLASS I, VAPOR BARRIER INSULATED FLEXIBLE CONNECTORS COMPLYING WITH NFPA STANDARD NO. 90A AND UL 181. FLEXIBLE CONNECTORS SHALL NOT EXCEED 10' IN LENGTH. PRESSURE RATING SHALL BE 4" W.G. FLEXIBLE DUCT CONNECTIONS TO EQUIPMENT AND OTHER DUCTS SHALL BE MADE WITH DRAW BANDS. PROVIDE DAMPER IN RUN OUT TO AIR OUTLETS. 3.41 HINGED DUCT ACCESS DOORS SHALL BE PROVIDED AT ALL AUTOMATIC DAMPERS, FIRE DAMPERS, AND OTHER APPARATUS REQUIRING SERVICE AND INSPECTION IN THE DUCT SYSTEM. DOORS SHALL BE 15 X 18 INCHES UNLESS OTHERWISE INDICATED. WHERE SIZE OF DUCT WILL NOT ACCOMMODATE THIS SIZE, THE DOOR SHALL BE MADE AS LARGE AS PRACTICAL. DOORS SHALL BE PROVIDED WITH AIRTIGHT GASKETS, GALVANIZED HINGES AND APPROVED BRASS FASTENERS. DOORS IN INSULATED DUCTS SHALL BE OF THE INSULATED TYPE. DOORS SHALL SO SWING THAT FAN PRESSURE OR SUCTION HOLD DOOR CLOSED. 3.42 3.43 3.44 3.45 3.46 3.47 PROVIDE NON- COMBUSTIBLE APPARATUS FLEXIBLE CONNECTIONS OF NOT LESS THAN 15 OUNCE WOVEN FABRIC APPROVED MATERIAL WHERE SHEET METAL DUCTS ARE CONNECTED TO FANS OR OTHER MOVING EQUIPMENT. THE FLEXIBLE CONNECTIONS SHALL BE SECURELY FASTENED. DUCT LINER INSULATION: INSULATE INTERIOR SURFACES OF ALL HP -1, HP -2 SUPPLY DUCTS FROM AIR CONDITIONING UNIT SUPPLY FANS TO AIR OUTLETS AND INDICATED RETURN OR EXHAUST DUCTS WITH ACOUSTICAL MATERIAL. APPLY AND SECURE INSULATION AS RECOMMENDED BY MANUFACTURER AND AS APPROVED. ANY LOOSENING OF INSULATION LINER WILL REQUIRE REMOVAL AND REINSTALLATION OF ALL DUCT WORK, AT NO EXTRA COST. INCREASE INDICATED DUCT SIZES TO COMPENSATE FOR THICKNESS OF DUCT LINER INSULATION. SEALING: ALL TRANSVERSE JOINTS ON THE LOW PRESSURE SYSTEM SHALL BE SEALED WITH "HARDCAST" DUCT TAPE SYSTEM APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR OTHER APPROVED SYSTEM. IN LIEU OF RECTANGULAR LINED DUCT, RECTANGULAR DUCT INSULATED WITH 1" VAPOR BARRIER DUCT WRAP OR ROUND DUCT OF EQUIVALENT CROSS SECTIONAL AREA AND INSULATED WITH 1" VAPOR BARRIER INSULATION, MAY BE USED. ALL HP -1, HP -2 SUPPLY DUCTS SHALL BE LINED OR EXTERNALLY INSULATED. GREASE DUCT FROM RANGE HOODS WHERE APPLICABLE TO EXHAUST FAN - 16 GAUGE BLACK IRON WITH WELDED SEAMS AND JOINTS. WRAP DUCT WITH 2 LAYERS OF THERMAL CERAMICS FIREMASTER DUCT WRAP APPLIED AS RECOMMENDED BY THE MFR. TO MAKE A 2 HOUR RATED INSTALLATION. WRAP TO EXTEND FROM HOOD TO EXHAUST FAN. 3.48 DESCRIPTION: PERFORM TESTING AND BALANCING IN ACCORDANCE WITH THE PROCEDURE OF THE ASSOCIATED AIR BALANCE COUNCIL'S "NATIONAL STANDARDS FOR FIELD MEASUREMENTS AND INSTRUMENTATION TOTAL SYSTEM BALANCE." 3.49 USE ACCURATE INSTRUMENTS FOR BALANCING AIR SYSTEMS THAT HAVE BEEN CALIBRATED WITHIN 6 MONTHS PRIOR TO BALANCING. TYPES, SERIAL NUMBERS, AND DATE OF CALIBRATION OF ALL INSTRUMENTS SHALL BE LISTED IN THE FINAL AIR BALANCE REPORTS. 3.50 MAKE AIR QUANTITY MEASUREMENTS IN MAIN AND BRANCH DUCTS BY PITOT TUBE TRAVERSE OF THE ENTIRE CROSS SECTIONAL AREA OF THE DUCT. DUCTS HAVING VELOCITIES OF 1000 OR MORE FEET PER MINUTE SHALL BE MEASURED WITH INCLINED MANOMETERS (DRAFT GAUGE) OR MAGNEHELIC GAUGES. DUCTS HAVING VELOCITIES OF LESS THAN 1000 FT. PER MINUTE SHALL BE MEASURED WITH MICROMANOMETERS, HOOD GAUGES OR. SIMILAR LOW PRESSURE INSTRUMENTS. OPENINGS IN DUCTS FOR PITCT TUBE INSERTION SHALL BE SEALED WITH SNAP -IN PLUGS AFTER AIR BALANCE IS COMPLETE. OUTLET AND INLET AIR QUANTITIES SHALL BE DETERMINED BY AN APPROVED METHOD. 3.51 TOTAL AIR QUANTITIES SHALL BE OBTAINED BY ADJUSTMENT OF FAN SPEEDS. THE BALANCING CONTRACTOR SHALL FURNISH AND INSTALL ANY REQUIRED FAN DRIVE CHANGES AS PART OF THIS CONTRACT. 3.52 VOLUME ADJUSTERS MAY BE USED TO BALANCE AIR QUANTITIES AT OUTLETS AND INLETS PROVIDING FINAL ADJUSTMENTS ARE MINOR AND DO NOT PRODUCE OBJECTIONABLE DRAFTS OR EXCESSIVE SOUND LEVELS. 3.53 CERTIFIED BALANCE REPORTS: THREE (3) COPIES OF THE AIR AND WATER BALANCE REPORT, CERTIFIED BY THE BALANCING FIRM, SHALL BE SUBMITTED TO THE ARCHITECT /ENGINEER SEVEN (7) DAYS PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THE REPORT SHALL INCLUDE ALL AIRAND WATER BALANCE DATE AND HEAT TRANSFER EQUIPMENT TEST DATA LISTED BELOW, AND OTHER DATA AS REQUIRED BY THE "NATIONAL STANDARD FOR FIELD MEASUREMENTS AND INSTRUMENTATION ". 3.54 A.C. UNIT: CFM, STATIC PRESSURE, MOTOR HP, RPM, AND AMPS, PERCENT OF OUTSIDE AIR (OR CFM AS APPLICABLE), FAN RPM, FAN BHP, INLET AND OUTLET DRY AND WET BULB TEMPERATURE, FAN DRIVE TYPE AND SIZE, WATER FLOW - 3.55 INDIVIDUAL OUTLET AND INLET TEST RESULTS: OUTLET AND INLET IDENTIFICATION (LOCATION AND NUMBER DESIGNATION). 3.56 FOLLOWING FINAL ACCEPTANCE OF THE SYSTEM BALANCE BY THE OWNER, THE CONTRACTOR SHALL PERMANENTLY MARK THE SETTINGS OF ALL VALVES, SPLITTERS, DAMPERS, AND OTHER ADJUSTMENT DEVICES SO THAT ADJUSTMENT CAN BE RESTORED IF DISTURBED AT ANY TIME. DEVICES SHALL NOT BE MARKED BEFORE FINAL ACCEPTANCE. 3.57 NO STRUCTURAL MEMBERS SHALL BE CUT WITHOUT THE APPROVAL OF THE ARCHITECT, AND ALL SUCH CUTTING SHALL BE DONE IN A MANNER DIRECTED BY HIM. 3.58 PROVIDE WEATHER -PROOF FLASHING AT ALL DUCT, PIPE, ETC. MECHANICAL PENETRATIONS THROUGH THE BUILDING WALLS AND ROOF. FLASHING SHALL BE DESIGNED AND INSTALLED PER SMACNA AND SHALL BE GUARANTEED WEATHER PROOF FOR THE DURATION OF THE GUARANTEE. 3.59 FIRE AND /OR SMOKE DAMPER 1. FURNISH AND INSTALL AT LOCATION SHOWN ON PLANS FIRE /SMOKE DAMPERS MEETING OR EXCEEDING THE FOLLOWING SPECIFICATIONS: FRAME SHALL BE A MINIMUM OF 16 GAUGE GALVANIZED STEEL FORMED INTO A STRUCTURAL HAT CHANNEL SHAPE WITH TABBED CORNERS FOR REINFORCEMENT. THE BLADES SHALL BE SINGLE SKIN 16 GAUGE MINIMUM GALVANIZED WITH THREE LONGITUDINAL GROOVES FOR REINFORCEMENT. BEARING SHALL BE STAINLESS STEEL SLEEVE TURNING IN AN EXTRUDED HOLE IN THE FRAME. BLADE EDGE SEALS SHALL BEW. SILICON RUBBER MECHANICALLY LOCKED IN BLADE EDGE (ADHESIVE OR CLIP FASTENED SEALS ARE NOT ACCEPTABLE). JAMB SEALS SHALL BE STAINLESS STEEL FLEXIBLE METAL COMPRESSION TYPE. 2. EACH COMBINATION FIRE /SMOKE DAMPER SHALL BE RATED FOR 1.5 HOURS UNDER UL STANDARD 555 AND SHALL FURTHER BE CLASSIFIED BY UL AS A LEAKAGE RATED DAMPER FOR USE IN SMOKE CONTROL SYSTEMS UNDER UL 555S AND BEAR THE UL LABELS FOR BOTH UL 555 AND UL 555S. FIRE /SMOKE DAMPERS IN TUNNEL CORRIDOR SHALL BE UL LISTED FOR TUNNEL CORRIDOR CONSTRUCTION 3. IN ADDITION TO THE LEAKAGE RATING ALREADY SPECIFIED HEREIN, THE DAMPERS AND THEIR ACTUATORS SHALL BE QUALIFIED UNDER UL 555S TO MINIMUM ELEVATED TEMPERATURE OF 250 DEGREES (F). APPROPRIATE 120 VOLT ELECTRIC ACTUATORS SHALL BE INSTALLED BY THE DAMPER MANUFACTURER AT THE TIME OF DAMPER FABRICATION. DAMPER AND ACTUATOR SHALL BE INSTALLED AS S SINGLE ENTITY WHICH MEETS ALL APPLICABLE UL 555 AND UL 555S QUALIFICATIONS FOR BOTH DAMPERS ANDACTUATORS. ACTUATORS. DAMPERS MUST OPEN AND CLOSE WITHIN 15 SECONDS OF APPROPRIATE SIGNAL AND DAMPERS MUST CLOSE UPON LACK OF POWER. 4. FIRE ALARM CONTRACTOR SHALL PROVIDE ALL NECESSARY SWITCHES AND RELAYS ETC. TO INTERFACE DAMPER BUILDING FIRE ALARM AND CONTROL SYSTEM AS REQUIRED. 5. IN SYSTEMS REQUIRING A SMOKE CONTROL SYSTEM, PROVIDE REMOTE SENSING OF DAMPER POSITION AND DAMPER OVERRIDE OF DAMPER CLOSURE TO PERMIT CONTROLLED OPERATION IN A DYNAMIC SMOKE MANAGEMENT SYSTEM. DEVICE SHALL BE RUSKIN MODEL TS 150 FIRE STAT OR APPROVED. 6. COMBINATION SMOKE /FIRE DAMPERS SHALL BE MANUFACTURED BY SAFEAIR, RUSKIN, GREENHECK, AIR BALANCE, NATIONAL CONTROLLED AIR AND PREFCO. RESPONSE TO PLUMBING REVIEW CHANGED HVAC TO 2 UNITS PER OWNER 0 1 0. Y 0 w c0 rn 0 N rn 0 z 1H18 CITrUSILA 17 2011 PERMIT CENTER MMe.4.iNn1..I......+w✓ REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2011 City of Tukwila BUILDING DIVISION Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: 425) 462 -9441 FAX: 425) 462 -9451 E -Mail: cserviceHabossein.com www.abossein.com BEEMBEIMENIMEIBEI 0 N 0 x 0 0 1 g 18215 72ND AVENUE SOUTH LJ- INNN 0000N� p) co 00 in in N N CV CV t w CD (1) zw a� w .ce z55 wW z(D zz w J 0 (/) Job Number 's 2 el General Structural Notes (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS) CRITERIA: 1 ALL MATERIALS, WORKMANSHIP, DE5I6N, AND CONSTRUCTION SHALL CONFORM TO THE DRAWIN65, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (IBC), 20001 EDITION, AMERICAN SOCIETY OF CIVIL ENNINEER5 MINIMUM DESIGN LOADS (ASCE 1 -05), AMERICAN CONCRETE INSTITUTE (ACI 318 -06) AND NATIONAL DE5I6N SPECIFICATION FOR WOOD CONSTRUCTION (ANSI /AF4PA ND5- 2005). 2. DE5I6N LOADIN6 CRITERIA: ROOF LIVE LOAD ROOF DEAD LOAD ROOF MECHANICAL LOAD WIND: BASIC WIND SPEED: 85 MPH I = 1.0 EXPOSURE = G EARTHQUAKE: OCCUPANCY CATEGORY = II I = 1.0 5s = 1.1468 51 = 0.505 SITE CLASS = E Sds = 0.881 5d1 = 0.808 SEISMIC DE5I6N GATE6ORY = D LI6HT- FRAMED WALLS WITH MOOD FORGE PROCEDURE (A5D). Vbase 25 PSF NON - REDUCIBLE SEE 6ENERAL STRUCTURAL NOTE 35 SEE ROOF FRAMIN6 PLAN Fa = 0.400 Fv = 2.400 Sms = 1.321 5m1 = 1.212 SHEAR PANELS: WIND = 20.64k R = 6.5; OH BAo = 3; Cs = 0.1355; Vbase SEISMIC = 1.2k; EQUIVALENT LATERAL SEE DRAWIN65 FOR ADDITIONAL LOADIN6 CRITERIA GENERAL: 3. THESE DRAWIN65 SHALL BE USED TO6ETHER WITH THE SPECIFICATIONS AND ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BETWEEN ALL THE DRAWIN65 AND SPECIFICATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONTINUANCE OF THE WORK. 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. IF EXISTIN6 CONDITIONS DIFFER FROM THOSE SHOWN, THE ARCHITECT AND EN6INIEER SHALL BE NOTIFIED PRIOR TO CONTINUANCE OF THE WORK. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ALL TEMPORARY SHORING AND BRAGIN6 OF THE WORK UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 1. CONTRACTOR- INITIATED CHANGES TO THE WORK SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER. OBTAIN APPROVAL BEFORE PROCEEDING WITH THE WORK. CHANGES TO SHOP DRAWINGS ALONE WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWIN65 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. U5E SIMILAR DETAILS, SUBJECT TO REIVEW BY THE ARCHITECT, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN. q. ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFAGTURIN6, DELIVERY, HANDLING, STORA6E AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. EQUIPMENT: 10. ANCHORAGE AND 5EISMIG BRACING OF MECHANICAL UNITS AND OTHER MECHANICAL FIXTURES NOT SPECIFICALLY SHOWN ON THE PROJECT MECHANICAL DRAWIN65 SHALL BE DESI6NED BY A PROFESSIONAL EN6INEER REGISTERED IN THE STATE OF CALIFORNIA. THE MECHANICAL CONTRACTOR MUST HIRE THE ENGINEER AND I5 RESPONSIBLE FOR ALL COSTS RELATED TO THE PURCHASE AND INSTALLATION OF SEISMIC BRAGIN6 AND ANCHORA6E. SEISMIC BRACING AND ANCHORAGE DE5I6N AND CONSTRUCTION SHALL COMPLY WITH CHAPTER 13 OF ASCE 1.05. SUBMITTALS: 11. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW TWO WOKS PRIOR TO FABRICATION: SUBMITTAL CONCRETE REINFORCING STRUCTURAL STEEL ENGIND JOISTS PRE - ENGINEERED TRUSSES SUBMITTAL REQUIRED YES YES YES YES STAMPED BY REGISTERED ENGINEER NOT REQUIRED NOT REQUIRED YES YES ENGINEERING CALCULATIONS NOT REQUIRED NOT REQUIRED YES YES SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR I5 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DE5I6N CONCEPT BY INDICATING WHICH MATERIAL I5 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWIN6 SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED, EITHER PRIOR TO OR AFTER, SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRANIN65 AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. QUALITY ASSURANCE: 12. SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH CHAPTER 11 OF THE IBC FOR THE FOLLOWING WORK: CONCRETE PLAGIN6 REINFORCEMENT PLACING ANCHOR BOLTS 4 HOLDOWN BOLTS PLAGIN6 CONCRETE I NSTALLI Nei EXPANSION BOLTS I NSTALLI N6 EPDXY BOLTS 4 DOWELS WOOD SHEARWALL NAILING, BOLTING AND HOLDOW1IS FLOOR 4 ROOF DIAPHRA6M AND DRAG STRUT NAILING FLOOR 4 ROOF DIAPHRA6M DRA6 4 CHORD CONNECTIONS 5 HI6H- STREN6TH I . 5 „ ABR GAT YELPING WELDING - 5IN6LE -PA55, 5e FILLET OR LESS BE GED,BY (PERIODI G) ( PER IODI G) (CONTINUOUS) ( PERIODIC) (CONTINUOUS) ( PERIODI G) (PERIODIC) (PERIODIC) W.A.B.O. REGISTERED STEEL FABRICATOR. I (PERIODIC) QUAL I TY ASSURANCE ( CONT .) : MASONRY PLACING UNITS, REINFORCEMENT 4 EMBEDMENTS PLACING 6ROUT GEOTECHN I CAL : (PERIODIC) (CONTINUOUS) 13. FOUNDATION NOTES: SUB6RADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION AND FILLING REQUIREMENTS SHALL CONFORM STRICTLY WITH THE STRUCTURAL DRAWIN65, PROJECT SPECIFICATIONS AND AS DIRECTED BY THE OWNER APPOINTED 6EOTECHNIGAL ENGINEER. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR CONTROLLED, CORPAGTED STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED 6RADE. THE OWNER APPOINTED 6EOTEGHNIGAL ENGINEER SHALL APPROVE FOOTING EXCAVATION /PREPARATION PRIOR TO PLACEMENT OF ALL FOOTINGS. FOOTING DEPTHS/ ELEVATIONS SHOWN ON THE DRAWIN65 ARE MINIMUM AND FOR 6UIDANCE ONLY; THE ACTUAL ELEVATIONS SHALL BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE OWNER APPOINTED 6E0TEGHNIGAL ENGINEER. BACKFILL BEHIND ALL RETAININ6 WALLS WITH FREE DRAINING, GRANULAR PILL AND PROVIDE FOR SUBSURFACE DRAINA6E AS NOTED IN THE CIVIL DRAWIN65 AND SPECIFICATIONS. SITE GLASS ALLOWABLE SOIL PRESSURE DEAD + LIVE 2,000 PSF LATERAL EARTH PRESSURE - ACTIVE (WALLS) 300 PGF LATERAL EARTH PRESSURE - PASSIVE 45 PGF COEFFICIENT OF FRICTION 0.40 SOIL DENSITY 130 PGF SOILS REPORT REFERENCE: 6EOTECH CONSULTANTS, INC. JOB NO. JN10211. DATED NOVEMBER 22, 2010. ANCHORAGE: 14. ANCHOR BOLTS "J- BOLTS" SHALL CONFORM TO THE ASTM SPECIFICATION F1554 (GRADE A) AND Fy 36K51. 15. EXPANSION BOLTS INTO CONCRETE SHALL BE AS MANUFACTURED BY 5IMPSON STRONG -TIE COMPANY, INC. OR HILTI INC. INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE ICG -E5 REPORTS, INCLUDING MINIMUM TORQUE REQUIREMENTS. EMBEDMENT DEPTHS SHALL BE AS INDICATED. SPECIAL INSPECTION I5 REQUIRED FOR INSTALLATION OF ALL EXPANSION BOLT AND INSERT INSTALLATION. EXPANSION BOLTS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. MANUFACTURER SIMPSON STRONG -TIE COMPANY, INC. HILTI, INC. MATERIAL CONCRETE CONCRETE PRODUCT STRONG BOLT KNIK BOLT TZ (KB -TZ) ICC -ES REPORT ESR -1771 E5R -1g11 16. EPDXY- 6ROUTED ANCHORS (THREADED ROD OR REINFORCING BAR) INTO CONCRETE AND INTO SOLID GROUTED CONCRETE MASONRY OR BRIGK SHALL BE 6ROUTED WITH EPDXY ADHESIVE BY SIMPSON STRONG -TIE COMPANY, INC. OR HILTI INC. INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE ICG -ES REPORTS. SPECIAL INSPECTION I5 REQUIRED FOR ALL EPOKY- 6ROUTED ANCHOR INSTALLATIONS. EPDXY - GROUTED ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL EN6INR. MANUFACTURER SIMPSON STRONG -TIE COMPANY, INC. HILTI, INC. CONCRETE: MATERIAL CONCRETE CONCRETE PRODUCT SET XP EPDXY HIT -RE 500 -SD ICG -ES REPORT ESR -2508 E5R -2322 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1105 AND ACI 318. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: 28 DAY STRENGTH MAXIMUM TYPE OF CONSTRUCTION (VG) SLABS ON GRADE- EXTERIOR 3,000 P5I FOOTIN65 3,000 P5I SLABS ON 6RADE- INTERIOR 3,000 PSI SLUMP* 5" 5" 5" MINIMUM CEMENTITIOUS MATERIAL WATER/CEMENTITIOUS CONTENT PER CUBIC YARD ** RATIO 4 1/2 SACKS 0.51 4 1/2 SACKS 0.51 5 1/2 SACKS 0.45 (W/FIBRILLATED FIBERS) MIXES SHALL BE PROPORTIONED 50 AS NOT TO EXCEED THE MAXIMUM SLUMPS INDICATED. WATER- CEMENTITIOUS MATERIAL RATIO FOR INTERIOR SLABS SHALL NOT EXCEED 0.50 UNLESS OTHERWISE NOTED. THE MINIMUM GEMENTITIOUS MATERIAL CONTENT MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX I5 SUBMITTED TO THE STRUCTURAL ENGINEER AND THE CITY'5 BUILDING DEPARTMENT OF PLANNING AND DEVELOPMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITIOUS MATERIAL, FINE AND COARSE A66RE6ATE, WATER AND ADMIXTURES, AS WELL AS THE WATER - CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318 -05, CHAPTER 5. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WEIGH SHALL BE PAID BY THE 6ENERAL CONTRACTOR, UNLESS THE PROPOSED MIX HAS BEEN GRANTED CONTINUOUS APPROVAL BY THE SEATTLE DEPARTMENT OF PLANNING AND DEVELOPMENT. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO FREEZE /THAW CYCLE SHALL BE AIR- ENTRAINED WITH AN AIR - CONTENT CONFORMING TO ACI -318 TABLE 4.2.1. 18. REINFORCING STEEL SHALL CONFORM TO ASTM A615, 6RADE 60, fy = 60,000 P5I, EXCEPT REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO ASTM A706. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 11. REINFORCING STEEL. FOR CONCRETE WORK SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -11 AND 318 -02. LAP ALL CONTINUOUS REINFORCEMENT WITH Is LAPS PER TABLE II, DETAIL 16/53.1, UNLESS OTHERWISE NOTED. LAP ADJACENT MATS OF YELPED WIRE FABRIC A MINIMUM OF 8 ". NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE ENGINEER. 20. CONCRETE PROTECTION (COVER) FOR REINFORCIN6 STEEL SHALL BE AS FOLLOWS: FOOTIN65 AND OTHER UNFORMED SURFACES CAST ASAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH (1.e. WALLS BELOW 6ROUND) OR WEATHER ( #6 BARS OR LARGER). . 2" ( #5 BARS OR SMALLER) . . 1 y" SLABS AND WALLS (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS )°) or . . . 4" 21. CAST -IN -PLACE CONCRETE. SEE ARCHITECTURAL DRAWIN65 FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL 6ROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. 22. NON - SHRINK 6ROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 6ROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT I5 PLACED (6,000 P5I MINIMUM) . STEEL: 23. STRUCTURAL STEEL DESI6N, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDIN65- ALLOWABLE STRESS AND PLASTIC Dr5I6N, OR LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED MARCH 1, 2000, AMENDED BY THE DELETION OF THE I FOLLOWING PHRASE IN PARA6RAPH 4.4.1 (b): "CONFIRMATION THAT THE OWNER'S REPRESENTATIVE FOR DESI6N HAS REVIEWED AND APPROVED THE CONNECTION DETAILS SHOWN ON THE SHOP AND ERECTION DRAWINGS." IN REFERENCE TO SECTION 3.1.6, FABRICATOR SHALL REVIEW PROJECT SPECIFICATIONS AND ARCHITECTURAL DRAWIN65 TO DETERMINE PAINTING REQUIREMENTS. MEMBERS EMBEDDED IN CONCRETE OR TO RECEIVE SPRAY -ON FIREPR00FIN6 SHALL NOT BE PAINTED. IN ONCE TO SECTION 3.3, FABRICATOR SHALL FOLLOW PROJECT SPECIFICATIONS TO VERIFY EN6INEER'5 INTENT IN THE EVENT OF DISCREPANCIES BETWEEN DRAWIN65 AND SPECIFICATIONS. U 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A410 BOLTS. CONTRACTOR SHALL ALSO COMPLY WITH OSHA RE6ULATION 21 CFR PART 1126 SUBPART R - STEEL ERECTION, PUBLISHED JANUARY 18, 2001. MISCELLANEOUS PLATES FOR 6UYIN6 CABLE ATTACHMENTS, TEMPORARY JOIST BRACING, ETC. SHALL BE ADDED AS REQUIRED. CONTRACTOR SHALL EVALUATE COLUMNS AND PROVIDE ADEQUATE BASE PLATE SHIMS, 6UY5, OR TEMPORARY BRACING AS REQUIRED PER SECTION 1126.155. 24. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION A. PLATES, AN6L S, CHANNELS AND RODS B. STRUCTURAL TUBING (H55 - SQUARE OR RECTANGULAR) G. ANCHOR BOLTS (EMBEDDED IN MASONRY OR CONCRETE) D. CONNECTION BOLTS (3/4" ROUND, UNLESS OTHERWISE NOTED) A36 A500 ( 6RADE B) F1554 ( 6RADE A) A325 -N 36 K5I 46 K5I 36 K5I 25. DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, SECTION 6.4 AND ASTM SPECIFICATION A6. UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER, COLUMN MEMBERS SHALL NOT BE MODIFIED BY THE ROTARY STRAI6HTENIN6 PROCESS. 26. BOLTS IN CONNECTIONS NOT SPECIFIED AS SLIP - CRITICAL NEED ONLY BE TIGHTENED TO THE SNU6 TIGHT CONDITION. THE SNUG TIGHT CONDITION I5 DEFINED AS THE TI6HTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. IF A SLOTTED HOLE OCCURS IN AN OUTER PLY, A FLAT HARDENED WASHER OR COMMON PLATE WASHER SHALL BE INSTALLED OVER THE SLOT. 21. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.5. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING ET0XX ELECTRODES. ONLY PREQUALIFIED WELDS (A5 DEFILED BY A.W.5.) SHALL BE USED. WELDING OF REINFORCING STEEL I5 NOT PERMITTED. WOOD: 26. FRAMING LUMBER SHALL BE KILN DRIED OR MG -1q, AND 6RADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD 6RADIN6 RULES FOR WEST COAST LUMBER N0. 11. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2x MEMBERS) DOUGLAS FIR N0. 2 MINIMUM BASIC DESI6N STRESS, Fb = 100 PSI, FY = 180 P5I (3x AND 4x MEMBERS) DOUGLAS FIR NO. 1 MINIMUM BASIC DESIGN STRESS, Fb = 1000 P5I, Fv = 180 P5I BEAMS AND STRIN6ER5: DOUGLAS FIR NO. 1 (INCLUDING 6x AND LARGER MEMBERS) MINIMUM BASIC DESI6N POSTS: (4x MEMBERS) (6x 4 LARGER MEMBERS) 5TUD5, PLATES, LEDGERS 4 MISCELLANEOUS LIGHT FRAMING: DOUGLAS FIR NO. 1 (U. MINIMUM BASIC DE5I6N STRESS, Fb = 1350 O.N.) STRESS, Fa = 1500 DOU6LA5 FIR NO. 1 MINIMUM BASIC DESI6N STRESS, P5I, FY = 110 P5I P5I, E = 1100 K5I Fa = 1000 P5I, E = 1600 K5I DOUGLAS FIR N0. 2 MINIMUM BASIC DE5I6N STRESS, Fb = GOO P5I, FY = 180 P5I Permit Submittal J CO W 0 Y U W CV N 0 0 0 z GENERAL STRUCTURAL NOTES r M It w 0 I- U) Q NTERURBAN AVE SOUTH CO M z 0 rH V z cn >Q J H REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2011 City of Tukwila BUILDING DIVISION FINGER JOINTED STUDS MAY BE SUBSTITUTED ONLY IF THEY MEET PRESCRIBED BENDING STRESS AND TENSION STRESS CRITERIA. 27. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE- TREATED WITH AN APPROVED PRESERVATIVE. 1 28. SLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND A.I.T.C. STANDARDS IN A CITY OF SEATTLE CERTIFIED PLANT. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. CERTIFICATES OF CONFORMANCE MUST BE MADE AVAILABLE TO BUILDING INSPECTORS. CITY INSPECTION I5 REQUIRED PRIOR TO COVERING GLUED LAMINATED MEMBERS. SIMPLE SPAN BEAMS: DOUGLAS FIR COMBINATION 24F -V4 Fb = 2400 P5I, Fv = 165 P5I, E = 1800 K5I ABBREVIATIONS: A.B. BLK6 BN BOT G GONG CONT EA EL EN EQ (E) FOG FN F5 6T HD HO6 H6 HT ■ MO ANCHOR BOLT BLOCKING BOUNDARY NAILING BOTTOM CAMBER CONCRETE CONTINUOUS EACH ELEVATION ED6E NAILING EQUAL EXISTING FACE OF CONCRETE FIELD NAILING FAR SIDE GIRDER TRUSS HOLD DOWN HOT DIP GALVANIZED HIP GIRDER HIP TRUSS HDR MIN MAX N5 OG OPP PLF PSF PT REINF REO'D SCHED 5IM TOS TOW T 4 6 UON VT ■ ■ ■ HEADER MINIMUM MAXIMUM NEAR SIDE ON CENTER OPPOSITE PLATE POUNDS PER LINEAL FOOT POUNDS PER SQUARE FOOT PRESSURE TREATED REINFORCING REQUIRED SCHEDULE 5IMILAR TOP OF SHEATHING TOP OF WALL TONGUE AND GROOVE UNLESS OTHERWISE NOTED VALLEY TRUSS WELDED HEADED STUD SHEET INDEX: 51.1 GENERAL STRUCTURAL NOTES 51.2 GENERAL STRUCTURAL NOTES CONTINUED 52.1 FOUNDATION PLAN 52.2 ROOF FRAMING PLAN 53.1 53.2 CONCRETE DETAILS CONCRETE DETAILS 56.1 TYPICAL WOOD FRAMING DETAILS 56.2 WOOD FRAMIN6 DETAILS 56.3 CANOPY DETAILS 56.4 CANOPY DETAILS 56.5 CANOPY 4 WOOD FRAMING DETAILS CEIV CITY RE OF TU LA nrT 17 2011 PERMIT CENTER 0 uL 0 U J 0 w 0 0 w O LC) M N wict 00 0 z w www. jacksonsfoodstores.com 18215 72ND AVENUE SOUTH w C� U z� 2 z tin: o� gW - 0 z WW z� w > 0 &, Job Number r • 1 SINGLE MSTC40 TOP PLATE SPLICE WITHIN 10' -0" OF BLDG CORNER MSTG40 T.O.P. 20' -0" SINGLE MSTC40 TOP PLATE SPLICE WITHIN I0'-0" OF BLDG CORNER MSTG40 IS/S6.2 I/56.2 la/562 V 1' -6" T.O.P. 20'-0" 2' -0" 1 -011 16/56.2 I.-• (SLEEPER) SKID DESIGN BY MECHANICAL ENGINEER TRUSS HDR NCHOR PER 3/562 XXX • • # O 2 a A ZHOR FER 3/56.2 NOTE 2 2x10 @ 16" 1' -6" T.O.P. Tc T.O.P. 16' -0" 13/56.2 201-0 20/56.4 IQ /56.2 CMS-16 W/ I bd @ 3" 4x6 BLKG 10/S3.1 TD:P. 22-0" CMS-16 IN/ 16d @ 3" 4x6 BLKG co r CMS -16 W/ 16d @ 3" 1 7 •. • 1 '.;1� .. . .. 11 .. • I T.O.P. • I:. NOTE 2 2x10 @ 16" 1' -6" T.O.P. Tc T.O.P. 16' -0" 13/56.2 201-0 20/56.4 IQ /56.2 CMS-16 W/ I bd @ 3" 4x6 BLKG 10/S3.1 TD:P. 22-0" CMS-16 IN/ 16d @ 3" 4x6 BLKG co r CMS -16 W/ 16d @ 3" 1 7 , .. . .. 11 .. T.O.P. MSTG40 MST 40 22' -0" /56.5 /� Plan Notes: 80'-0" I. SEE ARCHITECTURAL DRAWINGS FOR PLATE LINE AND TOP OF PARAPET ELEVATIONS. 2. ROOF SHEATHING SHALL BE 1/16" APA -RATED SHEATHING, EXPOSURE I, PANEL INDEX 24/0. PROVIDE PLYCLIPS AT ALL UNSUPPORTED PANEL EDGES. USE 2x4 FLAT BLOCKING AT UNSUPPORTED PANEL EDGES, WHERE BLOCKED DIAPHRAGMS NOTED IN ROOF DIAPHRAGM NAILING DIAGRAM. NAIL SHEATHING PANELS AS FOLLOWS: ROOF BOUNDARY (B.N.) ® BLOCKED PANELS 10d @ 4" ROOF BOUNDARY (B.N) 10d ®6" PANEL EDGES (E.N.) I0d ®6" OTHER SUPPORTS, FIELD NAILING (F.N.) IOd @ 12" BLOCKING, INTERIOR RIM JOISTS, STRUTS $ DRAGS 10d @ 6" 3. TRUSSES SHALL BE METAL PLATE CONNECTED WOOD TUSSES AT 24 "oc, DEPTH AS INDICATED, WITH HORIZONTAL BOTTOM CHORD AND SLOPING TOP CHORD. PROVIDE PANEL POINTS AT ALL CONCENTRATED LOADS AND EQUIPMENT CURBS. SE GENERAL STRUCTURAL NOTES FOR DESIGN AND SUBMITTAL REQUIREMENTS. 4. TRUSSES SHALL BE DESIGNED FOR ROOF DL + LL FROM SHEET 51.1 PLUS MECHANICAL WEIGHTS SHOWN ON ROOF FRAMING PLAN. 5. HEADERS SHALL BE 4x10 DOUG -FIR #I, U.O.N. Legend: LL ink MIN STRUCTURAL WALL BELOW WITH HEADER (GONT WALL PLATES) STRUCTURAL WALL BELOW WITH FLUSH BEAM (BREAK WALL PLATES) INDICATES PRE - ENGINEERED TRUSSES ® 24 "oc - SEE GENERAL STRUCTURAL NOTES FOR CRITERIA (a) DENOTES BEARING POINT BELOW HDR 6x10 DOUG -FIR #2 T.O.P. X' -X" d =X" TOP OF PARAPET ELEVATION COORDINATE IN/ ARCHITECT TRUSS DEPTH Main Roof .Framing Plan REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2011 City of Tukwila BUILDING DIVISION Revised at Client's Request Permit Submittal J CO Ea' CD J m : U w n 0 C%I N o 0 0 z Z 0 Z 0 0 ce NTERURBAN AVE SOUTH M M REENF� CITYOCFTU LA OCT 17 2011 PERMIT CENTER Scale: W4" = I' -0" 0 LL 0 0 — J 0 W 2 0 0 W 0 M CV 00 0 Z 0 ct W 2 www.jacksonsfoodstores.com 72ND AVENUE SOUTH Xa LL- N N N O N CO rn coo 00 I I N N Y ..w c9O z Z � Z w g a V) oZ ZW z -0 z W• W • 2 WE J o V • N 0 0 ti 0 N • N 0 FLAG NOTES STUB-UP IN WALL AND CONTINUE TO PANEL 'A'. PROVIDE (2) 3/4" SCH. 40 PVC CONDUIT RUN UNDER CONCRETE SLAB. FIELD VERIFY STUB-UP LOCATION. PROVIDE U.L. LISTED WIREWAY WITH SUPPORT ON BOTH ENDS, SIZE TO ACCOMMODATE FOOD SERVICE EQUIPMENT. WIREWAY SHALL BE PAINTED WHITE AND HAVE NO EXPOSED COUPLINGS. PROVIDE JUNCTION BOX IN CEILING FOR WIREWAY. ROUTE CIRCUITS OVERHEAD FROM PANEL ENCLOSURE TO JUNCTION BOX. DESIGNATED SPACE FOR FUEL DISPENSING CONTROL EQUIPMENT. VERIFY EQUIPMENT AND LOCATION WITH OWNER PRIOR TO INSTALLATION. SHEET NOTE • = ROUTE COMM TO D-MARK LOCATED IN ELECTRICAL ROOM. GENERAL NOTES ALL FOOD AND BEVERAGE RECEPTACLES TO BE LOCATED UNDER COUNTER. MOUNT AT 18"-24" AFF TO AVOID SHELVING, CONFIRM IN FIELD. RECEPTACLE(S) FOR COMPUTER USE ONLY COMPUTER OUTLET - DESIGNATION RECEPTACLE(S) FOR GENERAL USE LEARNING CENTER MEN's REST ROOM 24 ;711''QA 55165551553 TOPt ,••■••■ ..11■0 =MOO • UMW • - • ■ • • •"'""-'"". """"" ."—• • • • 4.:,-1:1:47.....1 w....I... ......ao......... ...a ....... .-r,i . . . r11111f1111111111911111[111111111111IlliTITIfilliiiiilliii , , FIS-* ------.1 .11111111Iiitilitiiiiiintriilinti111.1111111411111Iiiiiiiiiiii E1:7,- =1-- - futili-..'..a.ima:Liai-L.711:ti',....ai-Irn ITilorrimii111iJ cu.111, BEER CAVE . . • , 1-.--:.-----.---19 . .. • . 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MEM rige314644 A rtrl ttt BACK ROOM 1311 rump ail 111111111111111111111111 ilia$.1.511214T4 ulittouni MID:11111 OIKELILIIIII3 11111 ".1.ItItaleMMift= 411 qi A-21I satOW . 4121,..es, A-13.1 • — MDP-8 10 12 1 i> (4) #8 AWG CU k .> (1) #10 GND MDP-2,4,6 (4) #8 cu J (1) #10 GND zf -1j11 A-25 — tritliftriemt-i'osf niiratintirialluirm A-28 11111111111111111111111111 OFFICE • I I kb, ttiNV3,00 ticket displa) below nachine below CASHIER Iticket display promo displa; cat PSE CT AND METER LIGHTING CONTACTOR -28 -30 B-13,15 <1 —'— exterior QUAD. RECEPTACLE DETAIL NOT TO SCALE • • SEE PLANS FOR LOCATIONS WgirAKWA7rUr.:: 1,1 r HALLWAY PRIMARY DATA (BLUE CABLE) PRIMARY VOICE (GRAY CABLE) SECONDARY DATA (GREEN CABLE) SECONDARY VOICE (WHITE CABLE) WtiNg!rig,Vi'vt .W04A4Y211PeliWW.r5YaVoltinMf1441N*? ( 2 co) QUAD PHONE/DATA WALLPLATE NOT TO SCALE 41 SEE PLANS FOR LOCATIONS RESPONSE TO PLUMBING REVIEW tai (1) C•1 CD_ CHANGED HVAC TO 2 UNITS PER OWNER ce REVISION Mai PLOTTED: Friday, October 07, 2011 NO. 14 16 EH-1 QTY. 1 1 1 1 1 2 1 ITEM COFFEE BREWER / WARMER HOT CAPPUCCINO MACHINE FLAVORED CREAMER ELECTRICAL REOUREMENT NOIES 220V / 1 / 3 WIRE PLUS GROUND, 5100 W 120V / 60Hz; 1800W / 15A NEMA 5-15P UNDERCOUNTER REFRIGERATOR 110V to 120V / 60Hz; 12AMP 115V / 60Hz / 1; 5AMPS; NEMA 5-15P COUNTERTOP LOW PROFILE REFRIGERATOR; ELECT IN ISLAND BAR MANUFACTURE CUR11S CURTIS. EIEIO, INC. TRUE 8' OPEN DISPLAY 110V / 60Hz / 1 NACHO-CHILI DISPENSER OPEN HOT CASE DISPLAY MICROWAVE 120V / 1.7A / 215W VERIFY ELECTRICAL REQUREMENTS (REMOTE CONDENSER, SEE #40 BELOW) ROLLER GRILL - LARGE ELECTRIC WALL HEATER 120V / 12.5 AMP; 1500 W; 6 FT CORD INDIVIDUAL BRANCH CIRCUIT 120V / 60Hz /1; 1000w NEMA 5-15R or NEMA 5-20R 120V / 60Hz; 985W / 8.3A; NEMA 5-15P; 208/ 240V; 1260 / 1665W, 6.2/7 A 208V / 10 IMPORTANT EQUIPMENT. NOTES: 1. REST ROOM EQUIPMENT, AS LISTED ON A1.6, WILL BE SUPPLIED AND INSTALLED BY G.C. 2. ALL EQUIPMENT WILL BE SUPPLIED & INSTALLED BY G.C. UNLESS OTHERWISE NOTED. VENDOR ITEMS REQUIRE G.C. COORDINATION, ELECTRICAL AND/OR PLUMBING. 3. SEE ALSO, EQUIPMENT ORDER LIST ON SHEET A1.5 FOR ADDITIONAL REQUIRED ITEMS NOT SHOWN ON THIS PLAN. SOUTHERN FIXTURES PART / CAT1 THERMOPRO G3 DIGITAL #TP15T 'TWIN, 3 GAL G3 PRIMO MODEL #PCGT5F10000 MAGICOW 6 NOTES MANUFACTURER PART / CAT 1 SUF'PLIEFI TRAZIL" GOU SYSTEM ICEE - 240V; 1 30AMP ICEE TUC-48 G.C. 12-HEAD FOUNT. ICE MAKER, ICE CUBE MACHINE 5.2A (SINGLE OUTLET) CIRCUIT AMP 14.2A (REMOTE CONDENSER, SEE #44 BELOW) NEW - AIR COOLED ULTRA-2 MODEL #550 (2-head) RECEIVE,Q _ CITY OF TUKWILA nu 1 7 2011 PERMIT CENTER VENDOR ENDURO 300 12-VALVE #02813 ICE & BEVERAGE S-SERIES 450; MODEL SY-0445W-A (half-dice 420Ibs 8' MDI-04MS-2FR-REM •G.C. DEDICATED ELECTRICAL LINE OUTDOOR KIOSK -. "LITE" VENDOR G.C. VENDOR ATM POWER & DATA IN SLAB JACKSONS ICE MERCHANDISE WALK-IN COOLER LEER UPRIGHT. MODEL 60 • VENDOR G.C. KING HR(S)-50S; w/ SNEEZE GUARD.,, DIVIDER KIT; BUN CAB 8c DIAL COVERS MODEL #EFW2020-EFT-2 PART #19410 REMOTE CONDENSING • UNIT FOR ITEM 10 HTPG HOT WATER H BRADFORD WHITE REMOTE, CONDEN . ..• - • cubed) REMOTE CONDENSING UNIT FOR ITEM #27 CORNELIUS APPROVAL SEPARATE PERMIT AND REQUIRED MODEL #RLH251E44-E COMPRESSOR : CS20K6E MI65R6DS13 (65 GALLON) G.C. ,■■••■•• NORDIC #RC06002 (ICE CUBER) G.C. G.C. G.C. P1\14-1\$ Abossein Engineering,. L.L.C. 1 :CIIANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TII AVE, NE BELLEVUE, WA 98004 PH: (425) 462-9441 FAX: (425) 462-9451 E-Mail: eservicetioneintom www.abossein.com a 0 11 1 II II 11J 1. r=-, i ... ' 11 1 I FT.) FRITO ON RooF)1 il II 11 II II II ---- K--7I I \if' I I it ill I I I zf -1j11 A-25 — tritliftriemt-i'osf niiratintirialluirm A-28 11111111111111111111111111 OFFICE • I I kb, ttiNV3,00 ticket displa) below nachine below CASHIER Iticket display promo displa; cat PSE CT AND METER LIGHTING CONTACTOR -28 -30 B-13,15 <1 —'— exterior QUAD. RECEPTACLE DETAIL NOT TO SCALE • • SEE PLANS FOR LOCATIONS WgirAKWA7rUr.:: 1,1 r HALLWAY PRIMARY DATA (BLUE CABLE) PRIMARY VOICE (GRAY CABLE) SECONDARY DATA (GREEN CABLE) SECONDARY VOICE (WHITE CABLE) WtiNg!rig,Vi'vt .W04A4Y211PeliWW.r5YaVoltinMf1441N*? ( 2 co) QUAD PHONE/DATA WALLPLATE NOT TO SCALE 41 SEE PLANS FOR LOCATIONS RESPONSE TO PLUMBING REVIEW tai (1) C•1 CD_ CHANGED HVAC TO 2 UNITS PER OWNER ce REVISION Mai PLOTTED: Friday, October 07, 2011 NO. 14 16 EH-1 QTY. 1 1 1 1 1 2 1 ITEM COFFEE BREWER / WARMER HOT CAPPUCCINO MACHINE FLAVORED CREAMER ELECTRICAL REOUREMENT NOIES 220V / 1 / 3 WIRE PLUS GROUND, 5100 W 120V / 60Hz; 1800W / 15A NEMA 5-15P UNDERCOUNTER REFRIGERATOR 110V to 120V / 60Hz; 12AMP 115V / 60Hz / 1; 5AMPS; NEMA 5-15P COUNTERTOP LOW PROFILE REFRIGERATOR; ELECT IN ISLAND BAR MANUFACTURE CUR11S CURTIS. EIEIO, INC. TRUE 8' OPEN DISPLAY 110V / 60Hz / 1 NACHO-CHILI DISPENSER OPEN HOT CASE DISPLAY MICROWAVE 120V / 1.7A / 215W VERIFY ELECTRICAL REQUREMENTS (REMOTE CONDENSER, SEE #40 BELOW) ROLLER GRILL - LARGE ELECTRIC WALL HEATER 120V / 12.5 AMP; 1500 W; 6 FT CORD INDIVIDUAL BRANCH CIRCUIT 120V / 60Hz /1; 1000w NEMA 5-15R or NEMA 5-20R 120V / 60Hz; 985W / 8.3A; NEMA 5-15P; 208/ 240V; 1260 / 1665W, 6.2/7 A 208V / 10 IMPORTANT EQUIPMENT. NOTES: 1. REST ROOM EQUIPMENT, AS LISTED ON A1.6, WILL BE SUPPLIED AND INSTALLED BY G.C. 2. ALL EQUIPMENT WILL BE SUPPLIED & INSTALLED BY G.C. UNLESS OTHERWISE NOTED. VENDOR ITEMS REQUIRE G.C. COORDINATION, ELECTRICAL AND/OR PLUMBING. 3. SEE ALSO, EQUIPMENT ORDER LIST ON SHEET A1.5 FOR ADDITIONAL REQUIRED ITEMS NOT SHOWN ON THIS PLAN. SOUTHERN FIXTURES PART / CAT1 THERMOPRO G3 DIGITAL #TP15T 'TWIN, 3 GAL G3 PRIMO MODEL #PCGT5F10000 MAGICOW 6 NOTES MANUFACTURER PART / CAT 1 SUF'PLIEFI TRAZIL" GOU SYSTEM ICEE - 240V; 1 30AMP ICEE TUC-48 G.C. 12-HEAD FOUNT. ICE MAKER, ICE CUBE MACHINE 5.2A (SINGLE OUTLET) CIRCUIT AMP 14.2A (REMOTE CONDENSER, SEE #44 BELOW) NEW - AIR COOLED ULTRA-2 MODEL #550 (2-head) RECEIVE,Q _ CITY OF TUKWILA nu 1 7 2011 PERMIT CENTER VENDOR ENDURO 300 12-VALVE #02813 ICE & BEVERAGE S-SERIES 450; MODEL SY-0445W-A (half-dice 420Ibs 8' MDI-04MS-2FR-REM •G.C. DEDICATED ELECTRICAL LINE OUTDOOR KIOSK -. "LITE" VENDOR G.C. VENDOR ATM POWER & DATA IN SLAB JACKSONS ICE MERCHANDISE WALK-IN COOLER LEER UPRIGHT. MODEL 60 • VENDOR G.C. KING HR(S)-50S; w/ SNEEZE GUARD.,, DIVIDER KIT; BUN CAB 8c DIAL COVERS MODEL #EFW2020-EFT-2 PART #19410 REMOTE CONDENSING • UNIT FOR ITEM 10 HTPG HOT WATER H BRADFORD WHITE REMOTE, CONDEN . ..• - • cubed) REMOTE CONDENSING UNIT FOR ITEM #27 CORNELIUS APPROVAL SEPARATE PERMIT AND REQUIRED MODEL #RLH251E44-E COMPRESSOR : CS20K6E MI65R6DS13 (65 GALLON) G.C. ,■■••■•• NORDIC #RC06002 (ICE CUBER) G.C. G.C. G.C. P1\14-1\$ Abossein Engineering,. L.L.C. 1 :CIIANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TII AVE, NE BELLEVUE, WA 98004 PH: (425) 462-9441 FAX: (425) 462-9451 E-Mail: eservicetioneintom www.abossein.com a 0 11 1 II II 11J 1. 1111.11Ph. 4# AMIN L ,44:h ',“',14=7;k. • e 11111 MI 11111111111 II 1111 I OIL Mil tin I III hl h; I� itiLll 1111ffill Pill IIIII IIIII I III I Hill IMP > a 1 Ce...45.1117240a1,1047; 1B1 lirAtEN't irAt;s}T'orTla MI 1 1/111111[11 AIN i 'iniary' Intil !I!! tikliffi ACK R001 ..A.ValK4C4A.Z4-WROJANgqigggill. NRION-,ISWX.14. "11.,{OfTiat-P.X.r. "NJ IMUNZU113 ILIIMIEBIIIM11 IMO rffiPr'l 77' .77,,77.77,77.777:77 BEER CAVE .00,1 t 'Jr go _ 1111 11111 MI 7it,tfr,,Y4i6e,i/MAR.16tanttils27 tee -.000 • grilt ;•:; ' oitzoxl-rmz.Et."71!-Je..., c !pop!' mow NM ... A • , . 1. NM 6, t,,111O'X'' LO.I.q111. :140 1.1 MO k WAhlr•013....`gligf =D;IIMESE=3101= FLAG NOTES: ALL EMERGENCY AND EXIT LIGHTING FIXTURES TO BE CONNECTED TO LOCAL LIGHTING CIRCUIT, AHEAD OF ANY AND ALL SWITCHING. FIELD VERIFY NEW SWITCH LOCATION BANK WITH STORE MANAGER. CIRCUIT FOR FLUORESCENT LIGHTING DISPLAY. AT CIGARETTE RACK. JUNCTION BOX PLACED FOR STORE SIGN. COORDINATE EXACT LOCATION WITH SIGN PROVIDER AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. • JUNCTION BOX PLACED FOR LED RIBBON ON AWNING, TO BE CONNECTED TO LOCAL LIGHTING CIRCUIT. PROVIDE DIMMABLE BALLAST AND CONTROLLER TO COMPLY WITH WSEC 1513.3. DAYLIGHT HARVESTING PHOTO SENSOR. HATCH INDICATES COMMON PATH OF EGRESS. 111111111 !IMP( INGICENTE 11 11 11 I I 'ALK-IN OOLER \ A A...A TIMER POWER El CIRCUIT #1 NO NC PROVIDE TIMED OVERRIDE SWITCH PER NREC 1513.6.2 TORK SS20 OR EQUAL SET TO 2HR OVERRIDE MAX. rirFB..ariSARWMPAIii5 .4514414 LIGHT! G ZONE 2. FREEZER /-• I < < nia27MW12nTh.--Prrni—M B WO5k, ENS/R-TSTI B HALLWAY I. I 20A1P C-2 0 0- 20A1P C-4 0 0 20A1P A A A A A A A A A A A A A A A A A ." TORK TIMESWITCH #DG100 OR EQUAL C-6 0 0- 20A1P C-8 0 0- 20A1P C-10 0 ▪ 0- 20A1P C-12 0 • 0— 20A1P C-14 0 0- 20A1P C-18 0 • 0- 20A1P C-20 0 0— 20A1P C-17 0 • 0- 20A1P C-16 0 0- 20A1P xx—xx 0 0- 20A1P XX-XX 0 0 20A1P XX—XX 0 • 0 • • . • • • • al 1 • 30A ELECTRICALLY HELD LIGHTING CONTACTOR (1YPICAL) H0 1-0 --O 120V EXTERIOR LIGHTS BUILDING FACADE EXTERIOR LIGHTS BUILDING SOFFIT CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS PARKING LOT LIGHTS PARKING LOT LIGHTS STORE SIGN PRICE SIGN SPARE SPARE. SPARE NOTE: CONSULT OWNER'S REPRESENTATIVE IN FIELD FOR TIME/OPERATION SCHEDULING. LIGHTING CONTACTOR DETAIL SCALE: NONE E C•4 (■.1 SYMBOL MARK MOUNTING Monday, October 10, 20 0 LU z 0 FILE NAME: J: \211081 \211081 FLUORESCENT FLUORESCENT FLUORESCENT FLUORESCENT LED • METAL HALIDE SURFACE SURFACE SURFACE QTY • • MANUFACTURER AND 27 4-TUBE spRFAc-.$TRIP:" FLUORESCENT .T48 LITHI (TANDEM SURFACE MTD 4"x8'.1: 'if COVE 3 2 TUBE').<4:::SURFACE MOUNT, LSI, --SLIMLINt.VANDAVRESISTANT 5 2 TUBE x4 SURFACE MOUNT,' LSI, LOW. PROFILE.',WRAPAROUND' #WNA10=232;rSS01.0F,',UE SURFACE SURFACE SURFACE METAL HALIDE METAL HALIDE SURFACE SURFACE FLUORESCENT. SURFACE VOLTS 1 WA 4 1 TUBE x4 ' SURFACE MOUNT, LSI- LOW PROFILE WRAPAROUND. #VL-1 .-324-tSSOR,OE VAPOR = PROOF LIGHT FOR FREEZER/ . COOLER "L( KASON .li1806LED000: FIXTURE WiLAMP . AND 1 LSI HILTON WALL SCONCE, LSI #HIWSD;,WW,,175--PSMI-IF-120,WHT!-700 . . 1'1 11%•P 1 LSI HILTON WALL SCONCE, LSI #HIWS-3W-1:75P: 6 LSI HILTON WALL SCONCE, LSI #HIWS-3N--17 10 I 1 TUBE. ic4. SURFACE. MOUNT, LSI, FORECAST SURFACE 120 I I FLUORESCENT • SURFACE HER 'RESISTANT,' • HER RESISTANT, N LIGHTING Ist LIGHTING BATTERY BACK UP BATTERY BACK UP CEILING/ WALL CEILING/ WALL • A A A....". ^ A A A A A._^.A A' A A A A -A.A A•.". A'A- ' XIT SIGN AND EMERGENCY LIGHT • t:LITHOMIkvioNTom.$ERIES • , . . , S1 LED POLE POLE" MOUNTED SITE LICHT LSI CROSSOVER. :.i1XAN3-3t-LED,719-.7_350,..,,CW47YE.BRZ,..• SEPA RATE REQUMEDL APPROVA ERAdirA 208 138'4 E 4. 0 cn-;' v ,S$E4ualuk onT 7 2011 PERMIT CENTER UNITS - PER OWNER P.1 (0 (0 ramman Abossem Engineering, L.L.C. CHANICAL - ELECTRICAL CIVIL LEED FIRE PROTECTION 2100 11211 AVE. NE BELLEvuE, wit 98004 P11; 425 462-9441 FAX: 025) 462-9451 Hat. eservieekboseintom www.abossein.com lI 44- A .s, p : 15a 11 15b ,i H I I , Li, 1B1 lirAtEN't irAt;s}T'orTla MI 1 1/111111[11 AIN i 'iniary' Intil !I!! tikliffi ACK R001 ..A.ValK4C4A.Z4-WROJANgqigggill. NRION-,ISWX.14. "11.,{OfTiat-P.X.r. "NJ IMUNZU113 ILIIMIEBIIIM11 IMO rffiPr'l 77' .77,,77.77,77.777:77 BEER CAVE .00,1 t 'Jr go _ 1111 11111 MI 7it,tfr,,Y4i6e,i/MAR.16tanttils27 tee -.000 • grilt ;•:; ' oitzoxl-rmz.Et."71!-Je..., c !pop!' mow NM ... A • , . 1. NM 6, t,,111O'X'' LO.I.q111. :140 1.1 MO k WAhlr•013....`gligf =D;IIMESE=3101= FLAG NOTES: ALL EMERGENCY AND EXIT LIGHTING FIXTURES TO BE CONNECTED TO LOCAL LIGHTING CIRCUIT, AHEAD OF ANY AND ALL SWITCHING. FIELD VERIFY NEW SWITCH LOCATION BANK WITH STORE MANAGER. CIRCUIT FOR FLUORESCENT LIGHTING DISPLAY. AT CIGARETTE RACK. JUNCTION BOX PLACED FOR STORE SIGN. COORDINATE EXACT LOCATION WITH SIGN PROVIDER AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. • JUNCTION BOX PLACED FOR LED RIBBON ON AWNING, TO BE CONNECTED TO LOCAL LIGHTING CIRCUIT. PROVIDE DIMMABLE BALLAST AND CONTROLLER TO COMPLY WITH WSEC 1513.3. DAYLIGHT HARVESTING PHOTO SENSOR. HATCH INDICATES COMMON PATH OF EGRESS. 111111111 !IMP( INGICENTE 11 11 11 I I 'ALK-IN OOLER \ A A...A TIMER POWER El CIRCUIT #1 NO NC PROVIDE TIMED OVERRIDE SWITCH PER NREC 1513.6.2 TORK SS20 OR EQUAL SET TO 2HR OVERRIDE MAX. rirFB..ariSARWMPAIii5 .4514414 LIGHT! G ZONE 2. FREEZER /-• I < < nia27MW12nTh.--Prrni—M B WO5k, ENS/R-TSTI B HALLWAY I. I 20A1P C-2 0 0- 20A1P C-4 0 0 20A1P A A A A A A A A A A A A A A A A A ." TORK TIMESWITCH #DG100 OR EQUAL C-6 0 0- 20A1P C-8 0 0- 20A1P C-10 0 ▪ 0- 20A1P C-12 0 • 0— 20A1P C-14 0 0- 20A1P C-18 0 • 0- 20A1P C-20 0 0— 20A1P C-17 0 • 0- 20A1P C-16 0 0- 20A1P xx—xx 0 0- 20A1P XX-XX 0 0 20A1P XX—XX 0 • 0 • • . • • • • al 1 • 30A ELECTRICALLY HELD LIGHTING CONTACTOR (1YPICAL) H0 1-0 --O 120V EXTERIOR LIGHTS BUILDING FACADE EXTERIOR LIGHTS BUILDING SOFFIT CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS PARKING LOT LIGHTS PARKING LOT LIGHTS STORE SIGN PRICE SIGN SPARE SPARE. SPARE NOTE: CONSULT OWNER'S REPRESENTATIVE IN FIELD FOR TIME/OPERATION SCHEDULING. LIGHTING CONTACTOR DETAIL SCALE: NONE E C•4 (■.1 SYMBOL MARK MOUNTING Monday, October 10, 20 0 LU z 0 FILE NAME: J: \211081 \211081 FLUORESCENT FLUORESCENT FLUORESCENT FLUORESCENT LED • METAL HALIDE SURFACE SURFACE SURFACE QTY • • MANUFACTURER AND 27 4-TUBE spRFAc-.$TRIP:" FLUORESCENT .T48 LITHI (TANDEM SURFACE MTD 4"x8'.1: 'if COVE 3 2 TUBE').<4:::SURFACE MOUNT, LSI, --SLIMLINt.VANDAVRESISTANT 5 2 TUBE x4 SURFACE MOUNT,' LSI, LOW. PROFILE.',WRAPAROUND' #WNA10=232;rSS01.0F,',UE SURFACE SURFACE SURFACE METAL HALIDE METAL HALIDE SURFACE SURFACE FLUORESCENT. SURFACE VOLTS 1 WA 4 1 TUBE x4 ' SURFACE MOUNT, LSI- LOW PROFILE WRAPAROUND. #VL-1 .-324-tSSOR,OE VAPOR = PROOF LIGHT FOR FREEZER/ . COOLER "L( KASON .li1806LED000: FIXTURE WiLAMP . AND 1 LSI HILTON WALL SCONCE, LSI #HIWSD;,WW,,175--PSMI-IF-120,WHT!-700 . . 1'1 11%•P 1 LSI HILTON WALL SCONCE, LSI #HIWS-3W-1:75P: 6 LSI HILTON WALL SCONCE, LSI #HIWS-3N--17 10 I 1 TUBE. ic4. SURFACE. MOUNT, LSI, FORECAST SURFACE 120 I I FLUORESCENT • SURFACE HER 'RESISTANT,' • HER RESISTANT, N LIGHTING Ist LIGHTING BATTERY BACK UP BATTERY BACK UP CEILING/ WALL CEILING/ WALL • A A A....". ^ A A A A A._^.A A' A A A A -A.A A•.". A'A- ' XIT SIGN AND EMERGENCY LIGHT • t:LITHOMIkvioNTom.$ERIES • , . . , S1 LED POLE POLE" MOUNTED SITE LICHT LSI CROSSOVER. :.i1XAN3-3t-LED,719-.7_350,..,,CW47YE.BRZ,..• SEPA RATE REQUMEDL APPROVA ERAdirA 208 138'4 E 4. 0 cn-;' v ,S$E4ualuk onT 7 2011 PERMIT CENTER UNITS - PER OWNER P.1 (0 (0 ramman Abossem Engineering, L.L.C. CHANICAL - ELECTRICAL CIVIL LEED FIRE PROTECTION 2100 11211 AVE. NE BELLEvuE, wit 98004 P11; 425 462-9441 FAX: 025) 462-9451 Hat. eservieekboseintom www.abossein.com lI 44- 0. co 0 0 0 0 0 c 0 0 0 5 m N LOAD :DISTRIBUTION PANEL MDP LOCATION: BACK ROOM FEED FROM: UTILITY FEEDER: 600 AMP 3P4W + GND LOAD DISTRIBUTION ' PH REC LTG EQP HTG KIT CKT DESCRIPTION PH AMP POLE LOAD kVA AMP: 600 VOLTS: 208/120 PHASE: 3 WIRE: 4 BUS TYPE: CU A.LC.: M.L.O.: MAIN CB: 600 FLUSH: SURFACE: X GND. BAR: X ISO GND: 200% NEU: FEED THRU: DBL LUG: TOP FEED: BTM FEED: 7rf A B C A B C A B C A B C A 13 C A B C A B C .._..rfinri.i._.p.i�..;.... �0 . 1.t . 1e•.e♦10 a4a +• iii 2.52 0.33. 7.88 10.42 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 . 41 PANEL A A B C A 13 C A B C A B C A B C A B C A B C 200 3 20.82 2.98 0.65 7.08 8.01 - 20 -. 18.07 1.44 1.04 9.06 8.44 - - - 18.94 0.91 1.00 • 0.20 16.74 PANEL B • 200 3 17.94 1.00 2.00 16.74 - - - 18.74 020 1.00 17.10 - 20 - 18.10 • • 6.46 PANEL C 200 3 6.46 6.31 - - - 6.31 5.64 - - • - 5.64 . 7.68 PANEL F 100 3 7.68 7.68 - - 7.68 - - . 1 > 1 '< . ♦•1'0'00. ii4a � +aiii O e 4 +� w� . 0'11 +'♦`O'O i1i. viii 3.02 ....�'1':� C 0�` wll /w+ re:�o'isi>Df: ►1'i0�♦ i : e0i Aloe^. '04 ♦1'.♦ •iO�ii i ♦iai 2 4 6 8 10 12 14 16 18- A 2Q of irrif .'7:3-3;i:;•!. cif if p.iff f f ii�iif f eA- eosAOe. c�. d, t >♦.d,1 >pcd,w.eco,d.�.�., ♦00'04 ♦1�`11�1 ♦41♦ 140 ♦. 10 1. ♦0 n apaO� i Biqa iA � aiii /ia ail /iaii i ♦ai.0a �fifi ♦ /�iai -if rf 0prio <o.e 0e 1♦I1 /� agai i�fii� A, toe. 1010 iiigiia pouf ♦ff A, �. d.♦ w_ por�ped♦eee♦eeed�d:ee 1101..0 e. +aga /iiiiiii f of rii lilt• frfff 00 ♦e0e 00 ♦ed� ♦fed�< w ai • aliagi. r i � i � �i1�i1�1�ii i A B C A 13 C A B C AA -, B C A B C A B C A B C f0frfffr.ilrfriiif0f. e1 001 p0000001 a a/w a1a0a A /eielelr►e00 00/10 i i i0e ai +10s HVAC.UNTT (STORE) AC -2 A B C A B C A B C A 35 3 3.02 <I LOAD (kVA) <) 1 ; 1.40. 3.02 A. B C A B C A B C A B C A B C A B C A B C - - 3.02 4 6 8 10 12 3.02 - - - 3.02 REC 6.9 <� LTG 18.4 , EQP 692 < HTG 0.2 <i KIT 77.4 3.02. . 20 . 1 HVAC UNIT (STORE) AC -3 35 3` 3.02 3.02 20 1 `. - - - 3.02 3.02 EAST CANOPY LIGHTS 20. - - • - - 3.02 2.57 WEST CANOPY LIGHTS 20 HVAC UNIT (TRAINING) AC -1 30 3 2.57 • • 2.57 EAST RED BAND . 20 1 - - 2.57 (TOTAL 172.2 2.57 WEST RED BAND 20 1 1.20 2.57 ` LOAD (kVA) A A A A A A A A . A A A /� A . A A A A A A PARKING LOT LIGHTS 20 : 22 24 26. 28 30 32 34 36 38 40 42 021 B C A B C A B C A B C 0.21 - ..- _ 0.21' REC 6.9 LTG 18.4 EQP 69.2 HTG 0.2 KIT 77.4 - TOTAL 172.2 TOTAL 18.4. e0•0 01 01 a /a4�0a 2:5 0•011 0p011 p0gepep1 ♦:e l ;iga ♦: ♦: 6.5 p0g1pgq <���g0gdq1q1p1q a; •i i �O✓a rifiifffrii i •rgadDD,, 02 ►p /p0ggp0p ♦q ill ipap, 27:2 •anuacturer Circuit Remarks: :, � e• Breaker Type: RECEPTACLES (1ST 10KVA): RECEPTACLES OVER 10KVA: LIGHTING: EQUIPMENT: HEATII\G:. HEATING: KITCHEN: 25% OF LARGEST MOTOR : CONNECTED: CONNECTED: 6.94 kVA 100% 6.94 kVA kVA 50% kVA 18.42 kVA 125 %. 23.02 kVA 69.23 kVA 100% 69.23 kVA 0.20 kVA - 100% 0.20 kVA 77.44 kVA 65% 50.33 kVA kVA 25% kVA 25.2 B 3.0 6:3 25.4 24.7 C 1.4 5.6 18.7 /:'ri'l'l °i10 e<�lgiddgido 25:5 / :gJi /id X•;•;•-;* i4 +/i ♦iOdi♦ •0•0•1 1110.11 OO /agegi' .,,,,,•p00<,4•►0gdf ;4/111♦ ::: ;.gO.o,:edegeee 110 °s1+++*G, 00 /e /00;;001 +e... +i /�q�oigi g0 +e0000100100�d00/0101p01 011111,01d111�0♦00/0 T 6.9 18:4 ..69:2 0.2 77.4 TOTAL CONNECTED LOAD PER. PHASE 172.23 kVA DEMAND:. • 149.73 kVA 478.4 AmPs. DEMAND: 415.9 Amperes PHASE A : 613 kVA PHASE B: 59.4 kVA PHASE C: 51.3 kVA LOAD :DISTRIBUTION PH REC. A B C A B C A. B c A B C A B C A B C A B C LTG, EQP HTG KIT 2.55 2.55 2.50 .. 2.50. 0.83 0.83 0.83 3.70 0.62 1.32 L80 144 1.00. 0.60 1:47 1.47 LOCATION: BACK ROOM FEED FROM MDP CKT 1.99 13 15 37 19 21 23 25 .DESCRIPTION COFFEE BREWER Tag# ICEE MACHINE•' • 25 ROLLERGRILL - LARGE 19' ROLLER%GRILL LARGE'' 19 ICE CUBE MACHINE 27 12 HEAD`FOUNTAIN W/ ICE MAKER 26 33 35 ' 37 -39 41 FRAZIL ICE SYSTEM, 24' HOT CAPPU.CINO MACHINE • 5 CREAMER DISPENSER 6 NACHO- CHILI'D ISPENSER 14 UNDER - COUNTER FRIDGE 7 HOT CASE 16 HOT CASE 6 MICROWAVE 17 MICROWAVE:., 17`: SPARE FEEDER:100 AMP :. PH A B C A A B C` A B C A B C A B C A 13 C POLE 40 LOAD kVA 2.55 255,' 30 2.50 2.50..•,, 20 • 083 20 • 083. 0 83 .:'. 20 170 20 0.62 20 1.32 20 1.80 20 1.44 20 100' AMP VOLTS: PHASE: LE: S TYPE:;! A.LC.: 20• 147' 1.47 20` ;100 20 100 • 20 FLUSH FACE: 150 •GN 200% NEU: FEED THRU: DBL LUG: OP FEED.. ". A B C A B C A B C A B C A B C A B, C A B 1.80`' 1.00 1.00 1.00 1.00 0.90 0.80 RECPT E,XTER o: LOTTO DISPLA:YIP ISER AD /SCANNER/EPOS SAFE/LOTTO/TICKETS/EPOS /SCANNER 8 10 12 14 16 18 20 22 24. 26 28 30 '. 32 34 36 38 40 C 42 ii00ii0i0000r 00v 40ir0rf 0000000Or ant: aura ♦ei ►100401 01ede eid0100 l0 e001e 01 A00 ♦ ".� pp4/ 414► 0011 p® epoe/ eeedpppdOdp000dsO00e00dd�0 10ppep1gO00rOpOgep00000 ,::•;.. .. aaeaesaaaraawaea eaa aae sae aeeeeee ♦ .. .: '� , Circuit Breaker Type: Remarks 0.36 0.36 0.36 0.36 0:90. 1.08 0.72 1.00. 1.00 2.08 2.08 2.08 2.08 3.00 3.00 3:00 .. LOTTO TICKET %PROMO /CAT/PIN PAD /GEN. 36" RECPT CEILING • ' ' ATM/ FLOOR RECEPT • REDS RESTR RENTAL. CEPTICAL RECPT 1S SLATED GROUND RECPT LEARNING CENTER RECPT LEARNING •CENTER • LEARNING CENTER TV RECPT BACICROOM.'' INSTA HOT INSTA HOT HOT WATER TANK (65 GAI) 3 2.5 10:4: 3.0 ' 7.1' . 8.0 1 8.4,. A B. C A B. C A B C A. B C: A B C A B C A B C 20 20 20 100 1 00 1 00 . 1.36 .' 090 "' • t 't > 57.8' 20 20- 100 >?. 0 72 30 2.08 30 57.8 LOAD, DISTRIBUTION - REG- YLTG ,/ - •EQP -YHTG» 30 -- 2.08' 3-00 B c A B A B C A B A B C A B:. C A B PANEL B LOCATION: BACK ROOM FEED FROM MDP �ESCRITHON _.1Ta V POLE" "LOAM k A 2.88 2.88 2.88 0,90 0.90 0.90 1.00 1A0:- A A A 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 B C. A B C' A B C A. B` C B C A B G A 3.84 3.84 3.84 3:84 3.84 3:84 • 3.84 3.84 44 •1.44 1.80. 1.00 1.00 e4epope °o °e °o4op�4o' +otooa ®ooeoe boo0ooe000so w np eda i e iea e`s a e eipado o w eda e e 9�epe�e @e.00a�QeeOep O TOTAL CONNECTED LOAD PER PHASE: PHASE A':. 20.8 kVA .` PHASE B: 18.1 kVA PHASE C: 18.9 kVA. kVA 100% 8$VIAIKVA kVA 50% LIGHT FING:: kVA. 125% EQUII;IHlMENT 24.02 , kVA, 100% HEABNGFING: kVA ' 100% KIT 4.1 1 2686 kVA 65% 25°/0.06~"/Ii klliQ 12130 TOR: kVA 25% CO TED: 57.82 kVA DEMAND: 167 33 35 37 39 - 41 4 6 8 10 12 14 16 18 20 WALK-IN FREEZER 39 30 2,88 2.88 2.88 OPEN DISPLAY CONDENSER 40 20 0.90 0.90 0.90 WALL HEATER EH -1 20 1.00 A *• , •‚ .'. • A A A A A A A A A A A A A A A A 24' 26 28 30 32 34 - 36 38 40 42 1.00 MP: ffOLTS: f HASE: �jVIRE: foUS TYPE: 200 208/120 3 4 CU X iAIN CB: : 1�LUSH: 4URFACE: < : CND. BAR: �tSO GND: X 200% NEU: FEED THRU: DBL LUG: TOP FEED: BTM FEED: i ♦iiiif lfif0 ♦Oif if liiliiiiiiilf iliiiilii iiiiiif iiiOliffiiitifil iiiiiiili ►iris♦ � e o d g p o e o e 1 e♦ e e e o e p o o e e e♦ e e e e o e e d e o e d p e e♦ e e D e o e e e g e o e o e e e♦ e e e e e e e e o p o 0 0 0 0 o e o o e e e o d o d e♦ o e e g e p e e e d e ee e o o e o e p e e e o e i e d e p e e e e e♦ e e� e e e e e o e g e q e o e e e p e o e 1 q d d o o p e e e p e •_ 0. 0.1_ 0. 1_ 1A_ 0. e_ 0. 0. 1_1. 0_ O.♦./_ e./. 0_ 1_ I./. 0_ 1./_ 0_ 0. 1. 0_ 0_e_i_1.0.0_0.0_ ♦.O_1. ♦.e_O_i_e �. 0_ e. 0. 1.1. 0././_ 0_ 0_ 0_ 0_1_ O.♦_ ee _O.O.d_0_ ♦_0.1.0_1_1_1_e_1.O.e •WALK -IN COOLER 38 40 3.84 3.84 3.84 WALK -IN COOLER 38 40 3 3.84 3.84 3.84 BEER CAVE CONDENSER 40, 3.84 3.84 - 3.84 ICE CUBE CONDENSER 20 1.44 8' OPEN DISPLAY 10 20 1.44 1.80 HEAT TAPE RECEPT DATA/PHONE BOARD EQUIPMENT RECEPT:: FUEL DISPENSER EQUIPMENT . 0.20 1.00 1.00 Manufacturer/Type: Circuit Breaker Type: RECEPTACLES (1ST 10KVA): RECEPTACLES OVER 10KVA: Remarks: TOTAL CONNECTED LOAD PER PHASE PHASE A :: 17.9 kVA PHASE B: 18.7 kVA C: 18.1 kVA LOAD DISTRIBUTION PH REC LTG EQP HTG KIT LOCATION: BACK ROOM FEED FROM: MDP CKT. PH AMP POLE , LOAD kVA. ;DISPENSER #1' "SPA C A 20SWN 2 1.92 C A B 10 12 14. 16 18.. 20 22 24 26 28 30 32 34 36 38 40 .: 42 SPA( WTTCH1iI]F:1 .ep�p�e�ee0elepspeeeq+. TOTAL CONNECTED LOAD PER PHASE: PHASE A : 77; kVA PHASE B: 77 kVA PHASE C: kVA RECEPTACLESs(1ST IOKVA): ` kVA 100%: RECEPTACLES OVER IOKVA: : kVA 50% LIGHTING: kVA 125 %` EQUIPMENT: 15.36 kYA 100 %, 15.3 HEATING: kVA • 100% KITCHEN: kVA 65% :. 25% OF LARGCEOSNT EOCTTEODR : ' -115.6. 06 kVA D A25Q/IaN;;; : CONNECTED: 42.7 GPs DEMANDS: " 14N 1 6 7 69 . ( LIGHTING: EQUIPMENT: HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: kVA kVA kVA 4.00 kVA 0.20 kVA 50.58 kVA 6.60 kVA 54.78 •kVA Amps 152.2 100% 50 %. 125% 100% 100% 65% - 25% LOAD (kVA) REC LTG EQP HTG KIT 4.0 0.2 50.6 TOTAL 54.8 LOAD (kVA) REC LTG EQP HTG KIT 4.0 0.2 50.6 TOTAL - 54.8 kVA kVA kVA 4.00 kVA 0.20 kVA 32.88 kVA 6.60 kVA DEMAND: DEMAND: 43 68 kVA 121.3 Amperes Mil II g peS PA 1 44 it* POP "040 kb RECEIV P crr aF Tu LA nu 17 2011 PERMIT CENTER Abossein Engineering, L.L.C. MECSAVICAL ELE CIVIL - LEED FIRE PROTECTION 2100 112TH AVE, NE BELLEWE, IIA 98004. P11 425.462 9441 FAX: 425 462 -9451 1-Mail: cservice@abossein.com www.abossein. PANEL C LOCATION: BACK ROOM FEED FROM MDP FEEDER: 200 AMP 3P4W + GND LOAD DISTRIBUTION PH REC LTG EQP HTG KIT CKT DESCRIPTION PH AMP POLE LOAD kVA. AMP: 200 VOLTS: 208/120 PHASE: 3 WIRE :. 4 BUS TYPE: CU A.I.C.: M.L.O.: X MAIN CB: FLUSH: SURFACE: GND: BAR: X ISO GND: X 200% NEU: FEED THRU: DBL. LUG: TOP FEED: X BTM FEED: A B C A B C A B C A B C A B C A B C A B C 0.33. 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 . 39 41 LTG: BACKROOM/OFFICE A • B C A B C A 13 C A B C A. B C A B C A B C 20 1 0.33 0.65 LTG: NORTH SALES AREA 20 1 . . 0.65 1.04 LTG: CENTER SALES AREA 20 1 1.04 0.91 LTG: DAY ZONE 20 1 0.91 1.00 LTG: CIGARETTE DISPLAY 20 1 1:00 020 LTG RESTROOMS/HALLWAY 20 1 020 • 0.92 LTG: WALK -IN COOLER/FREEZER .20 - 1 0.92 0.84 LTG: LEARNING CENTER 20 1 0.84 1.50 STORE SIGN. 20 . 1 1.50 1 lvirirlrrriif irfii ♦ffiiiiff�ifiiiff ♦lift ♦/1♦ ♦011;;10 ♦1p1111ee0e100000100a/�111d 01 01/ 1111; 011 e00 101001111e1♦1011e0011♦ee110e010 w i r0a npa i 0a ♦a0a0i edr a i l �0c a si'►w �O aee0e i iea i .i1a rn i i i lei +sf or /eel a. roi�iiiiif i♦0oe i1a i i0 � rff�ir.►♦ri 11 11110001 ♦1000 ♦e ♦011000010ee0011eie♦fe011♦♦10 w i iea0. � i i i: ♦f riiilflffiii ♦♦11011110 ♦e ♦1101 i i w file e i i0� AOa i0.i /ai +i a i :0 �o�0110 E041vi011e.►11i00 iaii irrir►ioiio ii ii +a4�' 1 ♦ ♦1 ♦010 AiOA rq� •♦ fririr.riir 100 0001 i+0 i0i i A o +� /eielelr►e00 00/10 i i i0e ai +10s rrvrf r.frrrr 1101011; re0 001 hee01 a i0a0a +� ♦1♦0ee1011110100 0♦1 �i s i alp. 2 ,..- .:.••a.• tit DO"; •\s• DO"; A 20 1 ; 1.40. _. A. B C A B C A B C A B C A B C A B C A B C 1.40 4 6 8 10 12 H .- C A B C A . B C A B C A B C A 13 C A B C LOAD (kVA) 0.42 EXTERIOR LTS: ENTRY SOFFIT . 20 . 1 0.42 1.50 CENTER CANOPY LIGHTS 20 1 `. 130 REC LTG 18.4 EQP HTG KIT 1:50 EAST CANOPY LIGHTS 20. 1 1:50 1.50 WEST CANOPY LIGHTS 20 1 130 120 EAST RED BAND . 20 1 1.20 1.20 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 WEST RED BAND 20 1 1.20 1.90 PRICE SIGN 20 1 1.90 TOTAL 18.4 021 PARKING LOT LIGHTS 20 : 2 . 021 LOAD . (kVA) 0.21 - ..- _ 0.21' REC LTG 18.4 EQP HTG KIT TOTAL 18.4. 1 po::e: A ::::::::: :::::::::::::::::::::::::4.t:::::::::::::::::::::: 6.5 :Manufacturer/Type: Circuit Breaker Remarks: Type; RECEPTACLES (1ST 10KVA): RECEPTACLES OVER 10KVA: LIGHTING: EQUIPMENT: HEATING: - KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: 18.42: : kVA kVA kVA kVA kVA kVA kVA kVA Amps 100% kVA 50% kVA 125% 23.02 kVA 100% kVA 100% kVA 100% 65% kVA 25% kVA B 6:3 C 5.6 ;•,-....;N •::,X•:::•:.::.;•:: ►ptpJ✓�O _e_1.1_r,i.1_0.1_1 T ,.,-,•-x.,-;•;•.; :.0•p +O?$:t %•;•, ;,p, :•:'►:eix,. +,GO +p. OHO. tpO;p+O +o + 1.0_0.0_0.0 18:4 :• +•i� ,,', pP 4 :0.p:0.A: :•;:;$ +Opi;:;:;: d, 1. 0. ♦.0_1.0_6.0,1_♦_0.A.0.1_h.0.1_i *• :,•,;•x•- •-• ++ +: +0 +• + +a pep;° -•h •i .. :• :e -p p.0:0.p +p :;;;p; +ep TOTAL CONNECTED LOAD PER. PHASE: 18.42 512 DEMAND: 23.02 ' kVA DEMAND: 64.0 Amperes PHASE A ; 6:5 kVA PHASE B: 6.3 . kVA PHASE C: 5.6 kVA PH REC. A B C A B C A. B c A B C A B C A B C A B C LTG, EQP HTG KIT 2.55 2.55 2.50 .. 2.50. 0.83 0.83 0.83 3.70 0.62 1.32 L80 144 1.00. 0.60 1:47 1.47 LOCATION: BACK ROOM FEED FROM MDP CKT 1.99 13 15 37 19 21 23 25 .DESCRIPTION COFFEE BREWER Tag# ICEE MACHINE•' • 25 ROLLERGRILL - LARGE 19' ROLLER%GRILL LARGE'' 19 ICE CUBE MACHINE 27 12 HEAD`FOUNTAIN W/ ICE MAKER 26 33 35 ' 37 -39 41 FRAZIL ICE SYSTEM, 24' HOT CAPPU.CINO MACHINE • 5 CREAMER DISPENSER 6 NACHO- CHILI'D ISPENSER 14 UNDER - COUNTER FRIDGE 7 HOT CASE 16 HOT CASE 6 MICROWAVE 17 MICROWAVE:., 17`: SPARE FEEDER:100 AMP :. PH A B C A A B C` A B C A B C A B C A 13 C POLE 40 LOAD kVA 2.55 255,' 30 2.50 2.50..•,, 20 • 083 20 • 083. 0 83 .:'. 20 170 20 0.62 20 1.32 20 1.80 20 1.44 20 100' AMP VOLTS: PHASE: LE: S TYPE:;! A.LC.: 20• 147' 1.47 20` ;100 20 100 • 20 FLUSH FACE: 150 •GN 200% NEU: FEED THRU: DBL LUG: OP FEED.. ". A B C A B C A B C A B C A B C A B, C A B 1.80`' 1.00 1.00 1.00 1.00 0.90 0.80 RECPT E,XTER o: LOTTO DISPLA:YIP ISER AD /SCANNER/EPOS SAFE/LOTTO/TICKETS/EPOS /SCANNER 8 10 12 14 16 18 20 22 24. 26 28 30 '. 32 34 36 38 40 C 42 ii00ii0i0000r 00v 40ir0rf 0000000Or ant: aura ♦ei ►100401 01ede eid0100 l0 e001e 01 A00 ♦ ".� pp4/ 414► 0011 p® epoe/ eeedpppdOdp000dsO00e00dd�0 10ppep1gO00rOpOgep00000 ,::•;.. .. aaeaesaaaraawaea eaa aae sae aeeeeee ♦ .. .: '� , Circuit Breaker Type: Remarks 0.36 0.36 0.36 0.36 0:90. 1.08 0.72 1.00. 1.00 2.08 2.08 2.08 2.08 3.00 3.00 3:00 .. LOTTO TICKET %PROMO /CAT/PIN PAD /GEN. 36" RECPT CEILING • ' ' ATM/ FLOOR RECEPT • REDS RESTR RENTAL. CEPTICAL RECPT 1S SLATED GROUND RECPT LEARNING CENTER RECPT LEARNING •CENTER • LEARNING CENTER TV RECPT BACICROOM.'' INSTA HOT INSTA HOT HOT WATER TANK (65 GAI) 3 2.5 10:4: 3.0 ' 7.1' . 8.0 1 8.4,. A B. C A B. C A B C A. B C: A B C A B C A B C 20 20 20 100 1 00 1 00 . 1.36 .' 090 "' • t 't > 57.8' 20 20- 100 >?. 0 72 30 2.08 30 57.8 LOAD, DISTRIBUTION - REG- YLTG ,/ - •EQP -YHTG» 30 -- 2.08' 3-00 B c A B A B C A B A B C A B:. C A B PANEL B LOCATION: BACK ROOM FEED FROM MDP �ESCRITHON _.1Ta V POLE" "LOAM k A 2.88 2.88 2.88 0,90 0.90 0.90 1.00 1A0:- A A A 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 B C. A B C' A B C A. B` C B C A B G A 3.84 3.84 3.84 3:84 3.84 3:84 • 3.84 3.84 44 •1.44 1.80. 1.00 1.00 e4epope °o °e °o4op�4o' +otooa ®ooeoe boo0ooe000so w np eda i e iea e`s a e eipado o w eda e e 9�epe�e @e.00a�QeeOep O TOTAL CONNECTED LOAD PER PHASE: PHASE A':. 20.8 kVA .` PHASE B: 18.1 kVA PHASE C: 18.9 kVA. kVA 100% 8$VIAIKVA kVA 50% LIGHT FING:: kVA. 125% EQUII;IHlMENT 24.02 , kVA, 100% HEABNGFING: kVA ' 100% KIT 4.1 1 2686 kVA 65% 25°/0.06~"/Ii klliQ 12130 TOR: kVA 25% CO TED: 57.82 kVA DEMAND: 167 33 35 37 39 - 41 4 6 8 10 12 14 16 18 20 WALK-IN FREEZER 39 30 2,88 2.88 2.88 OPEN DISPLAY CONDENSER 40 20 0.90 0.90 0.90 WALL HEATER EH -1 20 1.00 A *• , •‚ .'. • A A A A A A A A A A A A A A A A 24' 26 28 30 32 34 - 36 38 40 42 1.00 MP: ffOLTS: f HASE: �jVIRE: foUS TYPE: 200 208/120 3 4 CU X iAIN CB: : 1�LUSH: 4URFACE: < : CND. BAR: �tSO GND: X 200% NEU: FEED THRU: DBL LUG: TOP FEED: BTM FEED: i ♦iiiif lfif0 ♦Oif if liiliiiiiiilf iliiiilii iiiiiif iiiOliffiiitifil iiiiiiili ►iris♦ � e o d g p o e o e 1 e♦ e e e o e p o o e e e♦ e e e e o e e d e o e d p e e♦ e e D e o e e e g e o e o e e e♦ e e e e e e e e o p o 0 0 0 0 o e o o e e e o d o d e♦ o e e g e p e e e d e ee e o o e o e p e e e o e i e d e p e e e e e♦ e e� e e e e e o e g e q e o e e e p e o e 1 q d d o o p e e e p e •_ 0. 0.1_ 0. 1_ 1A_ 0. e_ 0. 0. 1_1. 0_ O.♦./_ e./. 0_ 1_ I./. 0_ 1./_ 0_ 0. 1. 0_ 0_e_i_1.0.0_0.0_ ♦.O_1. ♦.e_O_i_e �. 0_ e. 0. 1.1. 0././_ 0_ 0_ 0_ 0_1_ O.♦_ ee _O.O.d_0_ ♦_0.1.0_1_1_1_e_1.O.e •WALK -IN COOLER 38 40 3.84 3.84 3.84 WALK -IN COOLER 38 40 3 3.84 3.84 3.84 BEER CAVE CONDENSER 40, 3.84 3.84 - 3.84 ICE CUBE CONDENSER 20 1.44 8' OPEN DISPLAY 10 20 1.44 1.80 HEAT TAPE RECEPT DATA/PHONE BOARD EQUIPMENT RECEPT:: FUEL DISPENSER EQUIPMENT . 0.20 1.00 1.00 Manufacturer/Type: Circuit Breaker Type: RECEPTACLES (1ST 10KVA): RECEPTACLES OVER 10KVA: Remarks: TOTAL CONNECTED LOAD PER PHASE PHASE A :: 17.9 kVA PHASE B: 18.7 kVA C: 18.1 kVA LOAD DISTRIBUTION PH REC LTG EQP HTG KIT LOCATION: BACK ROOM FEED FROM: MDP CKT. PH AMP POLE , LOAD kVA. ;DISPENSER #1' "SPA C A 20SWN 2 1.92 C A B 10 12 14. 16 18.. 20 22 24 26 28 30 32 34 36 38 40 .: 42 SPA( WTTCH1iI]F:1 .ep�p�e�ee0elepspeeeq+. TOTAL CONNECTED LOAD PER PHASE: PHASE A : 77; kVA PHASE B: 77 kVA PHASE C: kVA RECEPTACLESs(1ST IOKVA): ` kVA 100%: RECEPTACLES OVER IOKVA: : kVA 50% LIGHTING: kVA 125 %` EQUIPMENT: 15.36 kYA 100 %, 15.3 HEATING: kVA • 100% KITCHEN: kVA 65% :. 25% OF LARGCEOSNT EOCTTEODR : ' -115.6. 06 kVA D A25Q/IaN;;; : CONNECTED: 42.7 GPs DEMANDS: " 14N 1 6 7 69 . ( LIGHTING: EQUIPMENT: HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: kVA kVA kVA 4.00 kVA 0.20 kVA 50.58 kVA 6.60 kVA 54.78 •kVA Amps 152.2 100% 50 %. 125% 100% 100% 65% - 25% LOAD (kVA) REC LTG EQP HTG KIT 4.0 0.2 50.6 TOTAL 54.8 LOAD (kVA) REC LTG EQP HTG KIT 4.0 0.2 50.6 TOTAL - 54.8 kVA kVA kVA 4.00 kVA 0.20 kVA 32.88 kVA 6.60 kVA DEMAND: DEMAND: 43 68 kVA 121.3 Amperes Mil II g peS PA 1 44 it* POP "040 kb RECEIV P crr aF Tu LA nu 17 2011 PERMIT CENTER Abossein Engineering, L.L.C. MECSAVICAL ELE CIVIL - LEED FIRE PROTECTION 2100 112TH AVE, NE BELLEWE, IIA 98004. P11 425.462 9441 FAX: 425 462 -9451 1-Mail: cservice@abossein.com www.abossein.