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Permit M18-0043 - FORT DENT 2 - ROOFTOP UNIT REPLACEMENT
FORT DENT 2 6840 FORT DENT WAY 200 MI 8-0043 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 2954900425 6840 FORT DENT WAY 200 Project Name: FORT DENT 2 Permit Number: M18-0043 Issue Date: Permit Expires On: 5/10/2018 11/6/2018 Owner: Name: Address: Contact Person: Name: Address: JOHN C RADOVICH DEV CO 2835 82ND AV SE #S-1, MERCER ISLAND, WA, 98040 AMMONE BEMBRY 7717 DETROIT AVE SW , SEATTLE, WA, 98106 Contractor: Name: MACDONALD MILLER RSDNTL INC Address: PO BOX 47983 , SEATTLE, WA, 98106 License No: MACDOMR026RU Lender: Name: Address: Phone: (206) 768-4062 Phone: (425) 881-7920 Expiration Date: 1/4/2019 DESCRIPTION OF WORK: REPLACE 2 ROOFTOP PACKAGE UNITS Valuation of Work: $190,205.00 Type of Work: REPLACEMENT Fuel type: ELECT Fees Collected: $2,461.56 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: Date: I hearby 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 development permit and agree to the cJtions attached to this permit. Signature: Print Name: f Lo 5-10 Ig Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 2: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2437) 3: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 4: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2437) 5: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2437) 6: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 7: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 8: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 9: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 10: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 11: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 12: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 13: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 14: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 15: Structural Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. l \ 16: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 17: 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). 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 19: 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. 20: ***MECHANICAL PERMIT CONDITIONS*** 21: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 22: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 0702 SMOKE DETECTOR TEST r CITY OF TUKWLA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Project No111111 . 1:1 r, Date Application Accepted: Date Application Expires: 10 For office se only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: 6840 FORT DENT WAY King Co Assessor's Tax No.: 1023049078 Suite Number: Floor: ROOF Tenant Name: FORT DENT 2 New Tenant: ❑ Yes ® ..No PROPERTY OWNER Name: AMMONE BEMBRY Name: JOHN RADOVICH DEV CO City:Seattle State: WA Zip: 98106 Address: 2835 82ND AVE SE Email: permits@macmiller.com City: MERCER ISLAND State: WA Zip: 98040 CONTACT PERSON — person receiving all project communication Name: AMMONE BEMBRY Address: 7717 Detroit Ave SW City:Seattle State: WA Zip: 98106 Phone: (206) 768-4062 Fax: (206) 768-4063 Email: permits@macmiller.com MECHANICAL CONTRACTOR INFORMATION Company Name: MacDonald Miller Address: 7717 Detroit Ave SW City: Seattle State: WA Zip: 98106 Phone: (206) 768-4062 Fax: (206) 768-4063 Contr Reg No.: MACDOFS980RU Exp Date: 01/03/2019 Tukwila Business License No.: BUS -0994318 Valuation of project (contractor's bid price): $ 190,205 Describe the scope of work in detail: REPLACE 2 ROOFTOP PACKAGE UNITS. Use: Residential: New ❑ Replacement ❑ Commercial: New Replacement ❑ Fuel Type: Electric 121 Gas ❑ Other: H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised I-4-16.docx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >100k btu Industrial Floor furnace 55 dB(A) Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heat/refrig/cooling system 2 Air handling unit 65 dB(A) <10,000 cfm 60 dB(A) Unit Type Qty Air handling unit Residential, Nighttime >10,000 cfm Industrial Evaporator cooler 55 dB(A) Ventilation fan connected to single duct 57 dB(A) Ventilation system Commercial Hood and duct 2 Incinerator — domestic 65 dB(A) Incinerator — comm/industrial 60 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency generator Commercial Other mechanical equipment 2 60 dB(A) 65 dB(A) Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (7am-10pm); • Testing of backup generators during the day. PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 03/07/2018 Print Name: AMMONE BEMBRY Day Telephone: (206) 768-4062 Mailing Address: 7717 DETROIT AVE SW H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh SEATTLE WA 98106 City State Zip Page 2 of 2 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $2,461.56 M18-0043 Address: 6840 FORT DENT WAY 200 Apn: 2954900425 $2,461.56 MECHANICAL $2,366.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $1,860.35 PLAN CHECK FEE R000.322.102.00.00 0.00 $473.38 TECHNOLOGY FEE $94.68 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R14127 $94.68 $2,461.56 Date Paid: Monday, April 02, 2018 Paid By: MACDONALD MILLER Pay Method: CHECK 4793 Printed: Monday, April 02, 2018 10:27 AM 1 of 1 rfim SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit mi8 -c 4'3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 Permit Inspection Request Line (206) 438-9350 Project: ,¢7' .moi' — a Type of Inspection: m2fe/m4Jte-L X111 A�re�ss�6 Date Called: Special Instructions: pcv Date Wanted:8 ^--� 3 9 43_7,2. ! a.m. p.m. Requester: Phone No: II MMENTS: Approved per applicable codes. Corrections required prior to approval. Inspector: Dater ✓4^` n REINSPECTIO REQUIRED. Prior to next inspection. fee must be paid at 6300 South enter Blvd.. 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 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: Flor 4- - + 2 Type of Inspection: Meeh&r col.. Fro -A/— Address: (PM) / v+ 4 W su .. fie. 2co) . e,...—..„.Special Instructions: j 2 4 C -L l / LL 71 6' `� 3 9'6 - (0356, e Wanted: 0-14 F rrta..,, am: Requester: ' ,v ' Phone No: _ 7-0(0-y 37 81/5 CjApproved per applicable codes. Corrections required prior to a royal. COMMENTS: *. L_ ` N Le1P' V :C; (4 _)c .Nkdw KY._NI of• , -1) t t Yled a,SIPICov( fle-.L 0-14 F rrta..,, c sioF`'e .1)e Jam`"' 4-(--- ' 3 ) tAilkee_Larne..4,_(_. E../-e_re,/el (Ezvulyi), Sc- ti\. J„ ' -,1791)/01j) ( Inspector. / J/ ‘/! Dat7 _ G S( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. DocuSign Envelope ID: 1C8288A7-FA44-488A-A06B-7FD844A95211 41 PCS Structural Solutions T Seattle 1 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • to: 503.232.3746 www.pcs-structural.com STRUCTURAL CALCULATIONS FOR RTU 1 AND RTU 2 REPLACEMENT AT FORT DENT 2 TUKIAILA, NASH INGTON PREPARED BY F'CS STRUCTURAL5DLIJT/ONS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 04 2018 City of Tukwila BUILDING DIVISION 4/18/2018 MARCH 2S, 2015 15-304 RECEIVED CITY OF TUKWILA APR 2 4 2018 PERMIT CENTER CORRECTION DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A95211 Project: r"m¢-r e Job No•I a Subject: Sheet Name 1 Structural Solutions Seattle Tacoma Portland Originating Office: Seattle 0 Tacoma Portland Date. 811 First Avenue, Suite 620 • Seattle, WA 98.104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, 011 97204 • to! 503.232.3746 www.pcs-structural.com DocuSign Envelope ID: 1C8288A7-FA44-488A-A06B-7FD844A95211 JobNo 1S3°11 2 Di6N Project: Structural Solutions Subject: Sheet Originating Office: Seattle Tacoma Portland MECH. UNIT Nam Date 74 MECH. CURB ADAPTER / - ATTACH TO EXIST. CURB W/ GALV. #12 SCREWS ID 10" 0.C. AT STEEL CURB AT CONC. CURB EXIST. STEEL CURB MECH. UNIT MECH. CURB ADAPTER - ATTACH TO EXIST. CURB W/ GALV. 0.157"O HILTI X -U POWDER ACTUATED FASTENERS CD 8" 0.C. (1)/2" EMBED) CONC. CURB Seattle Tacoma Portland 811 First Avenue, Suite 620 Seattle. WA 913104 • tal: 206.292.5070 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.363.2797 101 SW Main street, Suite 260 • Portland, 013 97204 • tel: 503.232.3746 www.pcs-structural.com DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A95211 Project: t-42/2-7 ' T Job No• 41 PCS Subject: - Sheet Name:Ll Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date• I Z 7 f 1 STg-UCTV 12-11 L CA LCv l,A-1n o tiS Seattle 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www. p cs - structural. c om DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A95211 Project:�` Subject: Sheet Structural Solutions Job No. :I g; pti Name: Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date It C. I-0 At) T S 6„F wr o ezPv f exrT kJ -J I1,7Z4' *' $ A -y 12.0C.0p�- SC --412-64-A-) t ,, Avt, s �s s061 L-0 AO f7 s sps.G bJ,No 11 O,tpl, Seattle Tacoma Porthmd 00 Sill 17622— 3-00--I) T\01 ) 811 First Avenue, Suite 620.. Seattle, WA 98104 . tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tai: 253.383.2797 101 SW Main Street Sulte 280 -Portland. OR 97204 • tel: 503.232.3746 www.pcs-structural.com DocuSign Envelope ID: 1C8288A7-FA44-488A-A06B-7FD844A95211 Lc,I,1I ncpui 1 SGS Design Maps Summary Report User -Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.46741°N, 122.24761°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III Vash©r Burien Des Mai USGS-Provided Output Ss = 1.457 g S1 = 0.544 g • Issaquah '.�•1'r Ylh••� SMS = 1.457 g SMI = 0.816 g Renton TAa )Ie Valley • `Kent SDs = 0.971 g SD1 = 0.544 g Cy -4 LC' Page 1 of 2 Fall ,Hoba For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. f1(C'i:u Itmp ins&' Spectrum Dc `tzn Response Spectrum For PGAM, T„ CRs, and CR, values, please view the detailed report. https ://earthquake .usgs. gov/cn 1 /designmaps/us/summary.php?template—minimal&latitude... 3/22/2018 5 DocuSign Envelope ID: 1C8288A7-FA44-488A-A06B-7FD844A95211 Ucai ii r . uiw tut iviay Page 1 of 1 ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results Query Date: Thu Mar 22 2018 Latitude: 47.4681 Longitude: -122.2475 ASCE 7-10 Windspeeds (3 -sec peak gust in mph*): Risk Category I: 100 Risk Category 1I: 110 Risk Category III-IV: 115 MRI** 10 -Year: 72 MRI** 25 -Year: 79 MRI** 50 -Year: 85 MRI** 100 -Year: 91 ASCE 7-05 Windspeed: 85 (3 -sec peak gust in mph) ASCE 7-93 Windspeed: 70 (fastest mile in mph) 'Miles per hour "Mean Recunence Interval Users should consul vrth tical Dui:ding officials to determine if there are corerrwnity-specific wind speed requirements Ihal govern. I_1 Print your results Mip dEtwat4IrNGargfe WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report, Sponsored by the ATC Endowment Fund • AnreledTeehno!onvGwedl • 201 RedwoodShores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542 http://windspeed.atcounci l.org/.index.php?option=com_content&view==article&id=1.0&dec... 3/22/2018 6 DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A95211 Project: PCS Structural Solutions XXX Sheet: Originating Office: Seattle of Job Number: 17 -XXX Name: XXX Date: 03/28/18 DESIGN CRITERIA - WIND BASIC WIND SPEED (V): 110 MPH RISK CATEGORY: I1 EXPOSURE CATEGORY: B TOPOGRAPHIC FACTOR (IQ: 1.00 MEAN ROOF HEIGHT: 45 FT ROOF SLOPE (_:12): L0:12 0 (degrees): 4.76 ASCE 7-10 CHAPTER 28.5 PART 2: ENCLOSED SIMPLE DIAPHRAGM LOW RISE BUILDINGS W/ H<60 FT ASCE 7-10 FIG. 28.6-1 - MAIN WIND FORCE RESISTING SYSTEM - DESIGN WIND PRESSURES - METHOD 2 HORIZONTAL PRESSURES .. ZONE: A B C D - - CASE 1: 21.50 -11.20 14.22 -6.61 - CASE 2: N/A N/A N/A N/A - - VERTICAL PRESSURES ZONE: E F G H EOH Gorr CASE 1: -25.87 -14.67 -17.92 -11.31 -36.18 -28.34 CASE 2: N/A N/A N/A N/A N/A N/A ASCE 7-10 CH 30 PART 2: LOW RISE BUILDINGS (SIMPLIFIED) W/ H<60 FT ASCE 7-10 FIGURE 30.5-1 - COMPONENTS AND CLADDING - DESIGN WIND PRESSURES - METHOD 1 ROOF SIIRFACES --4 -NEGATIVE Effective Wind Area POSITIVE PRESSURES [ PRESSURES ZONE 1 2 3 1 2 3 10 SF 16.0 16.0 16.0 -24.4 -40.9 -61.6 20 SF 16.0 16.0 16.0 -23.7 -36.5 -51.0 50 SF 16.0 16.0 16.0 -23.0 -30.8 -37.1 100 SF 16.0 _ 16.0 16.0 -22.3 -26,4 -26.4 WALL SURFACES & ROOF OVERHANGS Effective Wind Area POSITIVE PRESSURES NEGATIVE PRESSURES ROOF OVERHANGS ZONE 4 5 4 5 2 3 10 SF 24.4 24.4 -26.4 -32.6 -35.2 -57.8 20 SF 23.3 23.3 -25.3 -30.5 -34.5 -45.4 50 SF 21.8 21.8 -23.9 -27.6 -33.7 -29.0 100 SF 20.7 20.7 -22.8 -25.3 -33.0 -16.6 500 SF 18.1 18.1 -20.3 -20.3 NA NA ASCE 7-10 SECTION 28.6.4 & SECTION 30.2.2 - MINIMUM PRESSURES MAIN WIND FORCE RESISTING SYSTEM - MINIMUM PRESSURES (ENVELOPE PROCEDURE ASCE 7-10 28.6.4 The load effects of the design wind pressures from ASCE 7-10 Section 28.6.3 shall not be less than the minimum load defined by assuming the pressures, ps, for Zones A and C equal to +16.0 psf, Zones B and D equal to 4-8 psf, while assuming Zones E, F, G, and H all equal to 0 psf. COMPONENTS AND CLADDING - MINIMUM PRESSURES ASCE 7-10 30.2.2 The design wind pressure for components and cladding of buildings shall not be less than a net pressure of 16 psf acting in either direction normal of the surface. Design Criteria - IBC2015 - Revised 02/04/16 7 PCS Design Criteria - IBC 201(LIA(METHOD1)) DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A952111131 PCS ,(� Project: Subject i'T 0Z Sheet Job No: Name �03G' Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date. ki 2TJ Pen-- ,E=12. ` 707.2 , ;ccs ;- Fe i r 6 1.( jtr- I / J `J Tiie J S T► "./1.7 U NST, 7-1 t.Ok S T'° -7-4( rtv-e LJ a. !, g e 5/„ ,, (4-64-5E . tick ,oz (() c ryLa t #-t ..L g5ta Seattle Porttartd ) e" S F0e ASC, T 7-10 Cry �S sps a, ( ( Z1h}) T 13:6-I mss= o -97r I.D 2 ih• Coif %1/7iXz.)IA-)e IT z(I)) � ,09j/Je k ¢-firM,.v G ... SO; L/Jp Ct 3 1 C' 71 �(') e O, z7Gclp rem e - ),' ( „ )( )gyp.- a 0.400(4, = o .) () 7 &) = 51137 t rev = t 0 2 Sos ( f D. Z l tJ q 71 X ► Z,S9 M') 811 Fust Avenue, Suite 620 - Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue,SuIte 701 -Tacoma WA 98402 • tel: 253,383.2797 101 SW Main Street, Stdie280 -Portland, OR 97204 • tel: 501:232.3746 www.pcs-structuraLcom DocuSign Envelope ID: 1C8288A7-FA44-488A-A06B-7FD844A9521114111 PCS T Project r� 2T L� N Job No: Subject Sheet Name. Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date• fir_-(Lwt i�VE' Wl ►„p 4\SCF' 7-)0 Crd Z 1 qh (C- � wee o.co?.5-(4,07Y0(6 4,0)' r 14 7 I.07 Fac E -KP C,, ti = LIS- 14l - 0. 76' �Cl�b4lpl -(rCr-t?, 7 P43S GcNSF1Z.1/41P%1W6 or (2g. T ZZA4 L . (51 r V9,(Ips r(1.1)(07$4- go # �v = 7,4 ycr A is w C-, (r -) - 5 yrs s ,,vii AVIA) A -r' (. ?74(7V7 ) r Z-1 ..~ ' Z.741)5(-- (). s)(Z IS V) = It 44 (^�S1'eun QA ) 73 ti v.Jltvc.olyprain S 711-J1vS0eaSE Tp tit iT S IS (MC- c.,0&..,772_01„/ P144/1-,tCt. r-° Seattle 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 Amnia 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 RwQand 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel 503.232.3746 www.pcs-structural.com DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A95211 a PCS Project: o i �eNT Job No: �tSt,/ 10 Subject: Sheet Name: Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date. ./LCTe ►I J( ANC l ivSJ64-.1e -r'o �llt Vc4"rea-_111 S.104 Seattle Moans Portland Z 3co4r vp_ 3St9 41 70 it 7 - irk`( Z S( .J C 12 n � 514/1 \IA - 557* y L)4 _ : 0 1,- USS s z (ti on coNspta V.r.'h ink' la /FL. 0:40 iv 6 (berg ")Si QN 0.6(I ZGt9c9 — o.E(ybll 0.6IZk8otX2A634)) 747u 811 First Avenue, Suite °820r•,Seattle,WA 98104 • tel; 206.292.307$ 1250 Pacific Avenue, Suite; 701 *Tacoma, WA 98402 • telt 253.383.2797 101 SW' Main Street, Suite 280 ..'Portland, OR 97204 • telt 503.2 .3748 www.pcs-structural.com DocuSicin Envelo•e ID: 1 C8288A7-FA44-488A-A06B-7FD844A95211 - rrs. •.�'' • • Screw Capacities Table Notes 1. Capacities based on AISI S100 Section E4. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center -to -center spacing of at least 3 times the nominal diameter (d). 5. Screws are assumed to have a center -of -screw to edge -of -steel dimension of at least 1.5 times the nominal diameter (d) of the screw. 6. Pull-out capacity is based on the lesser of pull-out capacity in sheet closest to screw tip or tension strength of screw. 7. Pull -over capacity is based on the lesser of pull -over capacity for sheet closest to screw header or tension strength of screw. 8. Values are for pure shear or tension loads. See AISI Section E4.5 for combined shear and pull -over. 9. Screw Shear (Pss), tension (Pts), diameter, and head diameter are from CFSEI Tech Note (F701-12). 10. Screw shear strength is the average value, and tension strength is the lowest value listed in CFSEI Tech Note (F701-12). 11. Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. Weld Capacities Table Notes 1. Capacities based on the AISI S100 Specification Sections E2.4 for fillet welds and E2.5 for flare groove welds. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. 3. Capacities are based on Allowable Strength Design (ASD). 4. Weld capacities are based on E60 electrodes. For material thinner than 68 mil, 0.030" to 0.035" diameter wire electrodes may provide best results. 5. Longitudinal capacity is considered to be loading in the direction of the length of the weld. Thickness (Mlle) Design Thickness YFy Id OW) 6. Transverse capacity is loading in perpendicular direction of the length of the weld. 7. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t. 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2.4-2, and E2.4-4 was used. 9. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. 10. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. Allowable Weld Capacity (lbs tin) Fu Tensile (kaq Fillet Welds Longitudinal Transverse Flare Groove Welds Longitudinal Transverse 43 54 68 97 54 68 97 0.0451 0.0566 0.0713 0.1017 33 33 33 33 45 45 45 45 499 626 789 1125 864 1084 1365 1269 544 682 859 663 832 1048 0.0566 0,0713 0.1017 50 50 50 65 65 65 905 1140 1269 1566 1972 1269 985 1241 1202 1514 Weld capacity for material thickness greater than 0.10"requires engineering judgment to determine /eg of we/ds, W1 and W2. l owable Screw onnle 18 Screw lbs, Pts = 588 lbs) dia, 0.272" Head tion Capacity (lbs) 110 Screw (Pea= 1644 Ibs, Pts = 1158 lbs) 0.190" dla, 0.340" Head *12 Screw (Peso 2330 lbs, Pts = 2325 lbs) 0.216" dia, 0.340" Head '4" Screw (Pss* 3048 lbs, Pis* 3201 lbs) 0.250" dia, 0.409" Head Thickness (Mils) DeaIgn Yield Tontine Thldmess (ksl) (kat) #6 Screw (Pss a 643 lbs, Pts = 419 lbs) 0.138" dia, 0.272" Head (Pss=1278 0.164" Shear Pu11.Out Pull -Over Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 127 27 0.0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 68 191 30 0.0312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 127 73 211 33 0.0346 33 45 151 61 140 164 72 195 177 84 265 188 95 266 203 110 318 43 0.0451 33 45 214 79 140 244 94 195 263 109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 370 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 140 426 195 195 548 301 386 777 342 775 1,016 396 1,067 54 0.0566 50 65 214 140 140 426 171 195 534 198 386 569 225 625 613 261 752 68 0.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 97 0.1017 50 65 214 140 140 426 196 195 548 356 386 777 405 775 1,016 468 1,067 118 0,1242 50 65 214 140 140 426 _ 195 195 548 386 _ 386 777 494 775 1,016 572 1,067 Weld Capacities Table Notes 1. Capacities based on the AISI S100 Specification Sections E2.4 for fillet welds and E2.5 for flare groove welds. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. 3. Capacities are based on Allowable Strength Design (ASD). 4. Weld capacities are based on E60 electrodes. For material thinner than 68 mil, 0.030" to 0.035" diameter wire electrodes may provide best results. 5. Longitudinal capacity is considered to be loading in the direction of the length of the weld. Thickness (Mlle) Design Thickness YFy Id OW) 6. Transverse capacity is loading in perpendicular direction of the length of the weld. 7. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t. 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2.4-2, and E2.4-4 was used. 9. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. 10. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. Allowable Weld Capacity (lbs tin) Fu Tensile (kaq Fillet Welds Longitudinal Transverse Flare Groove Welds Longitudinal Transverse 43 54 68 97 54 68 97 0.0451 0.0566 0.0713 0.1017 33 33 33 33 45 45 45 45 499 626 789 1125 864 1084 1365 1269 544 682 859 663 832 1048 0.0566 0,0713 0.1017 50 50 50 65 65 65 905 1140 1269 1566 1972 1269 985 1241 1202 1514 Weld capacity for material thickness greater than 0.10"requires engineering judgment to determine /eg of we/ds, W1 and W2. DocuSign Envelope ID:1C8288A7-FA44-488A-A06B-7FD844A95211 Project - Structural Solutions Seattle Tacoma Portland DEN, t Job No. tct3oi 12 Subject. Sheet Name. OriginatingOffire: ❑ Seattle ❑ Tacoma ❑ Portland Date• VA 7 5157* 13gitick- z2 f Ic9I c 44-10 e Gi til S 62J rt l %fic,. ,oft 1--0I01 Acr- c -o n�L,Q � i -e '� ��-'i H1L-r / e V Pe 010"e(-- I 10"eL J 42014 jz-11v 5-611 A'Y'R-,.•ok ' X V Q " 6416.54) 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A95211 13 3.2.3.3 Technical Data Ultimate Loads in Normal Weight concrete" Concrete compressive Strength Shank Minimum 2000 psi 4000 psi 6000 psi 8000 psi Fastener Diameter Embedment In. (mm) in. (mm) Tension Shear Tension Shear Tension Shear Tension Shear Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) X -U Universal Fastener 0.157 (4.0) 3/4 (19) 570 (2.5) 840 (3.7) 705 (3.1) 765 (3.4) 790 (3.5) 1020 (4.5) 1 (25) 855 (3.8) 1060 (4.7) 995 (4.4) 1380 (6.1) 1135 (5.1) 1630 (7.3) 1-1/4 (32) 1225 (5.5) 1865 (8.3) 1500 (6.7) 2020 (9.0) 1300 (5.8) 2325 (10.3) 1-1/2 (38) 1785 (7.9) 2480 (11.0) 1965 (8.7) 2250 (10.0) 3/4 (19) 535 (2.4) 980 (4.4) 800 (3.6) 1430 (6.4) 735 (3.3) 1575 (7.0) 875 (3.9) 1476 (6.6) 1 (25) 880 (3.9) 1395 (6.2) 1345 (6.0) 1710 (7.6) 1320 (5.9) 2040 (9.1) 1400 (6.2) 1820 (8.1) Premium 0.157 (4.0) Concrete 1-1/4 (32) 1535 (6.8) 2060 (9.2) 1865 (8.3) 2210 (9.8) 1650 (7.3) 2350 (10.5) - Fastener 1-1/2 (38) 2005 (8.9) 2280 (10.1) - - X -P Allowable Loads in Normal Weight concrete'" Concrete compressive Strength Shank Minimum 2000 psi 4000 psi 6000 psi 8000 psi Fastener Diameter Embedment in. (mm) in. (mm) Tension Shear Tension Shear Tension Shear Tension Shear Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) ib (kN) X- U Universal Fastener 0.157 (4.0) 3/4 (19) 100 (0.4) 125 (0.6) 100 (0.4) 125 (0.6) 105 (0.5) 205 (0.9) 1 (25) 168 (0,7) 190 (0.8) 170 (0.8) 225 (1.0) 110' (0.5) 280' (1.2) 1-1/4 (32) 240 (1.1) 310 (1.4) 280 (1.2) 310 (1.4) 180 (0.8) 425 (1.9) 1-1/2 (38) 275 (1.2) /420 (1.9) 325 (1.4) 420 (1.9) 3/4 (19) 100 (0.4) 155 (0.7) 100 (0.4) 175 (0.8) 105 (0.5) 205 (0.9) 135 (0.6) 205 (0.9) 1 (25) 165 (0.7) 220 (1.0) 180 (0.8) 225 (1.0) 150 (0.7) 300 (1.3) 150 (0.7) 215 (1.0) Premium 0.157 (4.0) Concrete 1-1/4 (32) 240 (1.1) 310 (1.4) 280 (1.2) 310 (1.4) 180 (0.8) 425 (1.9) - Fastener 1-1/2 (38) 310 (1.4) 420 (1.9) - - X -P 1 The tabulated load values are for the low-velocity fasteners only based on testing in accordance with ICC -ES AC 70 and ASTM E1190, Allowable loads are calculated based on a safety factor of at least 5. Some conditions like high wind loads, shock or fatigue may require a different safety factor. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 Multiple fasteners are recommended for any attachment. 3 This allowable load value for the X -U fastener also applies to normal weight hollow core concrete slabs with f'c of 6600 psi and minimum face shell thickness of 1-3/8 in. Ultimate and Allowable Loads in Normal Weight concrete using DX Kwik''2'3 Shank Minimum Fastener Diameter Embedment Load Type in. (mm) in. (mm) Concrete compressive Strength 4000 psi 6000 psi Tension Shear Tension Shear Ib (kN) Ib (kN) Ib (kN) Ib (kN) X -U 47 P8 Ultimate 1973 (8.8) 2235 (9.9) 2101 (9.3) 2859 (12.7) with DX Kwik 0.157 (4.0) 1-1/2 (38) Allowable 395 (1.8) 405 (1.8) 360 (1.6) 570 (2.5) 1 The tabulated ultimate load values are for the low-velocity fasteners only based on testing in accordance with ICC -ES AC 70 and ASTM E1190. Allowable loads are calculated based on a safety factor of at least 5. Some conditions like high wind loads, shock or fatigue may require a different safety factor. Wood or steal members connected to the substrate must be Investigated in accordance with accepted design criteria. 2 Multiple fasteners are recommended for any attachment 3 X -U Fastener is Installed using the DX Kwik drilled pilot hole installation procedure shown in section 3.2.1.1.10 of the North American Product Technical Guide, Volume 1, Edition 2015. 3 DocuSign Envelope ID: 1C8288A7-FA44-488A-A06B-7FD844A95211 Pcs Project:roil- Job No: 14 Subject Sheet Name Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date• kus c ct-e-ck ASE c o o l c(..44(\,) t.t) t L L r N)S Ven --5 U IT p Y D. (5,‘inc-\((t° j Seattle Tacoma Portland 7(74 2,$4)(Zgr &.Srt� x/393 .r -Tim y /Z S--&L)s SS vel = 557*Ho) 6( /y'o I1� N ! 7V J kL Lp >iO I N (,) b 71 -M t r.)� - sJC to N.) T ` o. 602-00a , VItiktit r - 70M ff 115is i6 cot) -NO Vont 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com DocuSign Envelope ID: 1C8288A7-FA4-488A-A06B-7FD844A95211 Project:2T �>r Job No.itSQ 15 Subject: 2Sheet Name: D Cr Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date- 1174 1 coNc4-. , y ,(--7 X FAt e 8 Ot.. PES \ T 1Z p (1°/5?) j"504/ ' \%(... • o tc C. S7" 12 1.1- I XW P- 8 "oc r/t"neo} Seattle 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 . Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com DocuSign Envelope ID:1C8288A7-FA44-488A-A06B-7FD844A95211 a PCS Project: off- �- `."( lob No: _ 3Vii 16 Subject: Sheet Name = ..:. Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date: 8 ` c ci ( L K),tir, LoA-© fak,E 7-10 6,14 Z? C13-LCCAL arc LA/ 1, CIM 7`'a f Int -)e„,/ 1- Z3,5 7 44/, ZI,S Nr� : k off' Acsutes A - Sm r-- a G1'Ge- Ac IcpTpp ?vi cr A Cr = ),9 = Of. fres f(1-7) = 55. b ps Ave ►04 ExtL„JD LJALL. 2.s�- Seattle Tacoma Portland 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tet: 253.383.2797 101 SW Main Street. Suite 280 • Portland, 011 97204 • tel: 503.232.3746 www.pcs-structural.com DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A9521 1 2* 'S.� Structural Solutions Seattle tietttte Portland Project: Job No: }t 3 S'L17 Subject Sheet Name. ` 1"` Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date: qa it E j)( k 0t ie. r !0 5--(P.(0(6(lz.s 40 ` 5d %% P S,vmQs,A cis st i6'c yxe,„„„ 0 16- ' aeirm Elea -w! t N t� co ruA.! ).-4' pea -47 vv t`! L i \J ©,CO3(11° ° 52zil 811 Pirst Avextue,;Suite 620 •.Seattle. WA 98104 • tat: 206.292.5076 1250 Pac f1GAventtej Sit 701 •Teete to WA 98402 • tel 253.383.2797 101 SW Main Street. Suite 280 . Pto d,OR 97204 • telt. 503.232.3746 14.4 t 6M www.pcs-structural.com DocuSign Envelope ID: 1C8288A7-FA44-488A-A06B-7FD844A95211 Loads: BLC 1, Wind 0 18 SK- 1 I Mar 28, 2018 at 1:35 PM Wall Beam.r3d DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A95211 19 Beam: M9 Shape: 2 -6005162 -43 -FF Material: A653 SS Gr33 Length: 40 ft I Joint: N1 J Joint: N10 LC1:LC Code Check: No Calc Report Based On 97 Sections Dy .005 at 32.917 ft -.043 at 37.083 ft in Dz in A k Vy 1.195 at 34.167 ft -1.195 at 5.833 ft k Vz k T kft Mz .949 at 5.833 ft -1.068 at 2.5 ft k -ft My k -ft fa ksi fc 8.287 at 2.5 ft ksi ft -8.287 at 2.5 ft ksi AISI S10O-92: ASD Code Check Connector Spacing Slenderness Ratio (a/ri) > 0.5*KL/r per Section D1.2(a). - Can't do code check, Connector Spacing 'a' > L/6 per 11.1 - Max Defl Ratio L/1678 DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A95211 Company ' R1SA Designer Job Number h!- • 7sfir, ;.,di�A ,=zP:.=.Y Model Name Mar 28, 2018 1:36 PM Checked By: 20 Joint Reactions (BY Combination) LC Joint Label , _ . X[kJ 1_t 11 Ni t 0 2 1 N2 i} 3! 1 r 4 1 L 51 6—'-1 L-? + 1 8 , 1 9 11 10 11 . . 2 1 COG (ft) X: 20 Y: 0 Z: 0 N3 N4 N5 N6 N7 N8 N9 N10 Z [kJ_ T ____MX[k-ft]__ MY lk ft] MZ (k -ft) .87 ,.. I 0 0 o T 0 2.17 + + 0 1.156 0 1,477 0 0 0 1.405 .. 0 0 0 0 Totals: 0 0 4 1.477 1.156 2.173 .87 0 0 _—...w. 14.16 4 0 RISA -3D Version 16.0.1 [G:\2018 Jobs\18304 Fort Dent 2 RTUs\Calcs\Wall Beam.r3d] Page 1 DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A95211 Project Name: Wall Beam Model: General Interaction —1 Code: 2012 NASPEC [AISI S100-2012] Section Designation : (2) 400S162-43 Boxed C Stud INPUT PROPERTIES : Web Height = 4.0000 in Steel Thickness = Top Flange = 1.6250 in Inside Comer Radius = Bottom Flange = 1.6250 in Yield Stress, Fy = Stiffening Lip = 0.5000 in Fy With Cold -Work, Fya = Punchout Width = 1.5000 in Punchout Length = GENERAL INTERACTION ANALYSIS Bending Inputs and Results Input Moment, Mx = 1068 Ft -Lb Flexural Bracing = 24 in Cb = 1 Load Multiplier for Strength Checks = 1.0 Allowable Moment, Ma(Fy)(x) = 1372 Ft -Lb Allowable Moment, Ma(brc)(x) = 1372 Ft -Lb Moment Ratio, Mx/Ma(x) (including Toad multiplier) = 0.778 Input Moment, My = 0 Ft -Lb Allowable Moment, Ma(y) = N/A Moment Ratio, My/Ma(y) (including Toad multiplier) = N/A Page 1 of 1 Date: 03/28/2018 Simpson Strong -Tie® CFS Designer* 1.5.0.0 SIMPSON STRONG -TIE COMPANY INC. 0.0451 In 0.0712 in 33.0000 ksi 33.0000 ksi 4.0000 in www.etrongtie.com 21 DocuSign Envelope ID: 1C8288A7-FA44-488A-A06B-7FD844A95211 41 PCS Project: j" Job No iajr Subject:Sheet Name. Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date: e -r ' N ti.,,, L 0_11c6 -rte ?Ai 4r 10' Fa_ r C.6(Z,17K- 1375-44 (J QST 'T PI06c }f S Pea- U I, 0-iz-JT U � (Mo r ) ,7L)4 } Pg t C SSA 0 i` f I r � tib% t(l) *10 s ge.ttle811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 T oma' 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 .ev r° 5-11 +- www.pcs-structural.com DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A95211 P1000 & P1001 Channels P1000 - BEAM LOADING Span In Max. Allowable Uniform Load Lbs Defl. at Uniform Load In Uniform Loading at Deflection Span/180 Span/240 Span/360 Lbs Lbs Lbs 24 1,690 0.06 1,690 36 1,130 0.13 1,130 1,130 900 48 _......_ 850 0,22 60 680 0,35 1,690 1,690 72 84 560 0.50 480 0.68 0.89 1.14 .............. 1,40 2.00 96 108 120 144 168 192 216 240 420 380 340 280 240 210 190 170 2.72 3.55 4.58 5.62 850 760 500 650 480 320 450 340 220 330 250 160 250 200 160 110 80 60 190 130 150 100 120 80 80 60 60 50 50 40 40 NR 40 NR NR NR P1000 - COLUMN LOADING Max. Allowable Unbraced Load at Height Slot Face K = 0.65 K = 0.80 K =1.0 In Lbs Lbs Lbs Lbs Maximum Column Load Applied at C.G. K 1.2 Lbs 24 3,550 10,740 36 _3,190 8,910 48 2,770 7,260 60 72 84 96 108 120 144 2,380 5,910 2,080 4,840 1ti I60 . 4,040 1;670 3,480 1,510 3,050 1,380 2,700 1,150 2,180 9,890 7,740 6,010 4,690 3,800 3,200 2,750 2,400 2,110 1,660 8,770 6,390 4,690 3,630 2,960 2,480 2,110 1,810 7,740 5,310 3,800 2,960 2,400 1,980 1,660 P10001P1001 - ELEMENTS OF SECTION Parameter P1000 P1001 Area of Section Axis 1-1 Moment of Inertia (I) Section Modulus (S) Radius of Gyration (r) Axis 2.2 Moment of Inertia (I) Section Modulus (S) Radius of Gyration (r) 0.555 Int 1.111 Int 0.185 0.202 0,577 0.236 0 290 0.651 In° 0,928 In' 0,571 In 0.914 In° 0.471 In' 0,580 In 0.651 In° In' In In° In' In UNISTRUV P1001 - BEAN LOADING Max. Allowable Span Uniform Load In Lbs Defl. at Uniform Load In Uniform Loading at Deflection Span/180 Span/240 Span/360 Lbs Lbs Lbs 24 3,500` 36 3,190 48 60 0,02 0.07 2,390 0.13 1..910 0,20 72 1,600 0,28 84 1,370 0.39 3,500* 3,500* 3,190 3,190 2,390 1,910 96 108 120 144 168 192 216 240 1,200 051 1,060 0.64 2,390 1,910 1,600 1,370 1,200 1,000 3,500* 3,190 1,600 1,240 950 750 2,390 1,620 1,130 830 630 500 960 0.79 810 800 1.14 560 680 1.53 600 2,02 530 2.54 480 3.16 610 410 420 280 410 310 210 320 240 160 250 190 130 200 150 100 P1001 - COLUMN LOADING Unbraced Height In Max. Allowable Load at Slot Face K=0.65 K=0.80 K=1.0 Lbs Lbs Lbs Lbs Maximum Column Load Applied at C.G. K=1.2 Lbs 24 36 48 60 72 84 96 108 120 144 6,430 6,290 6,160 6,000 5,620 5,170 4,690 4,170 3,690 2,930 24,280 22,810 21,410 20,210 18,970 16,950 14,890 12,850 10,900 7,630 23,610 22,700 21,820 21,820 20,650 19,670 20,300 18,670 16,160 18,670 15,520 12,390 16,160 12,390 8,950 13,630 9,470 6,580 11,190 7,250 5,040 8,950 5,730 3,980 7,250 4,640 5,040 ** ** Notes: * Load limited by spot weld shear, **KVr>200 NR = Not Recommended, 1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or w Ibslin), 2. Beam loads are based on a simple span and assumed to be adequately laterally braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62 for reduction factors for unbraced lengths, 3. For pierced channel, multiply beam loads by the following factor: "KO" Series 95% "T" Series 85% "HS" Series 90% "SL" Series 85% "H3" Series 90% "DS" Series 70% "WT" Series 85% 4. Deduct channel weight from the beam loads. 5. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%. For other load conditions refer to page 18. 6. All beam loads are for bending about Axis 1-1, Framing System A DocuSign Envelope ID:1C8288A7-FA44-488A-A06B-7FD844A95211 a PCS •D Project. 2'r bN Job No Subject Sheet Name. Structural Solutions Originating Office: n Seattle ❑ Tacoma ❑ Portland Date. 1)&16/1-441 jNIf CA N ti "r•p OA-) t S'7i t.1 r.ok r -S t..) C *Ati N 6. 1Q.)ri K) t)T Seattle 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 Tacoma 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 www.pcs-structural.com DocuSign Envelope ID: 1C8288A7-FA44-488A-A06B-7FD844A95211 1 is : ' ar. war• UNISTi UT" Nuts & Hardware Pictorial Index and Channel Nut Loads Channel Nuts With Spring P1006- P1010 Pg 73 P 1012S - P1024S Pg /3 P4006 - P4010 Pg 73 P5506 - P5510 Pg 73 P2378 - P2382 Pg 74 Channel Nuts Without Spring P3016 Pg 73 P3006 - P3013 Pg 73 P1012 -P1024 Pg 73 P4012 - P4023 Pg 73 4 P1006T - P1010T, P4010T Pg 73 Pg 73 P4908 P1016 Pg 73 Hardware HHCS Pg 74 HFMS HRMS HSHS HCSS Pg 74 Pg 74 Pg 74 Pg 74 0 HSON HHXN Pg 75 Pg 75 0 HFLW Pg 75 0 0 146 di% * 4IPHS, SOP HLKW HOCW Pg 75 Pg /6 HTHR Pg 75 MAXIMUM ALLOWABLE PULL-OUT AND SLIP LOADS HRCN Pg 75 P2486 P2485 P24851( K1062.1(1064 Pg 76 Pg 76 Pg 16 Pg 76 Channel Channel ". Out. - S Thr.ad Gauge Allowabis Pu l ut h t )' Re>lietanci Torque to !OP . ft-Lbe Lbs i pin) PP31000 �o P4400 P4526 P5000 P5500 1"-9 12 2,500 11.12 1,400 6.23 1,700 *125 7.56 170 1/4" -10 12 2500 11 12 1,000 4.45 1,700 *125 1.56 170 W11 12 2,500 11.12 800 3.56 1,500 *100 6.67 135 +/z" 13 12 2,000 8.90 1 45667 50 -6-67 70 '/+s" - 14 12, 1,400 23 16 1,000 35 4.4;, 50 --_-•_-- 800 19 3.56 25 .- _ '/e" 16 12 1,000 4.45 16 5/s" - 18 1/a" - 20 12 800 3.56 5/16" -18 '/4" 20 500 11- 2.22 15 12 600 2.67 600 2.67 300 6 1, 33 8 P3300 W13 12 12 . 12 1,500 8.67 1,000 ___. 4.45 800 3.562.22 600 2.67 .___ 1,500 50 6.x,7 70; W 16 __ - 5/s" 18 800 19 3.56 25 ._ _ ~_ 500 11 15 300 6 1.35 8 +/" 20 Channel ' Channe Sae- Waist Gauge F4 t P1100 & P4100 1h" 13 14 1,400 6.23 1,000 4.45 50 70 '/e" 16 14 1,000 4.45 750 3.34 19 25 5/18" -18 14 800 3.56 400 1;78 11 15 1/4° - 20 14 600 2.67 300 1.33 6 8 P2000 P4000 '/z" 13 16 1,000 4.45 1,000 4,54 50 70 '/a" -16 16 1,000 4.45 750 3,34 400 1,78 19 25 11 15 5/16" -18 '/4" 20 16 800 3.56 16 600 2.67 300 1,33 6 8 * May require W or 1/2" thick fitting. Nut design loads include a minimum safety factor of 3. Note: Refer to the Channel Nut Selection Chart on the tollowing two pages for the Dart number. 25 DocuSign Envelope ID: 1C8288A7-FA44-488A-A06B-7FD844A95211 Project.Fag"_ �l" T _ -- Job No:-,� .._-� ?-9�- 2f, Subject Sheet, Name. Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Dates. 1)...5 -re -12-111( /V � r'P 7P-AcA1 rY 4 -•12..11 c iC ,,,,o = 54,bpiC-(z-'(4/z = 7i'VP SimKpN Cis 1/007- 2 -113 Seattle 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 •hcoma 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street. Suite 280 • Portland. OR 97204 • tel: 503.232.3746 www.pcs-structurat.com DocuSign Envelope ID: 1C8288A7-FA44-488A-A06B-7FD844A95211 tY I • . • Loads: BLC 1, Wind 10 ISK - 1 Mar 28, 2018 at 1:35 PM Wall Beam at Tops3d 27, DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A95211 Beam: 1141 Shape: 400T150-43 Material: A653 SS Gr33 Length: 40 ft 1 Joint: N1 J Joint: N10 Envelope Code Check: 3.680 (LC 1) Report Based On 97 Sections Dy .005 at 32.917 ft 16' " in in T _ ., - . -.049 at 2.917 ft Dz Vyi .24 at 34.167 ft iiiii '�tIli 11 -.24 at 5.833 ft k Vz k A k Mz .193 at 34.167 ft ia1 t. / k - ft ft My k k - ft ft i.w� T -.213 at 37.5 ft -ft f(y) 6.56 at 37.5 ft -6.56 at 37.5 ft ksi f(z) ksi faksi AISI S100-12: ASD Code Check Max Bending Check Location Equation Gov.0 Equation R (D6.1.1) Not Used Fy Pn/n Tn/n Mnyit MnzAi Vny/n Vnz/n Cb 33 ksi .041 k 6.225 k .024 k -ft .058 k -ft 1.739 k 1.545 k 2.451 3.680 (LC Max Shear Check 0.138 (y) (LC 1Max Defl Ratio 37.5 ft Location 34.167 ft Location C5.2.1-1 Span C3.1.2 Cm Lb KL/r y -y .6 40 ft 1047.05 L Comp Flange 40 ft L -torque 40 ft z -z .85 40 ft 299.148 A eff. (Fy) A eff. (Fn) ly eff. Sy eff. (L) Sy eff. (R) Iz eff. Sz eff. (T) Sz eff. (B) L/1475 2.917 ft 1 .178 in"2 .315 inA2 .02 in"4 .112 in"3 .015 in"3 .811 in"4 .39 in"3 .39 in"3 28 DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A95211 Company r IRIsA Designer Job Number a .,v,.,t( Model Name Mar 28, 2018 1:36 PM Checked By: 29 Joint Reactions (By Combination) LC 1_1 1 1 l_ -N 2 ` 1 ! N2 0 1- 3 14-1 J - - N3_ 0 4 1 ! N4 0 15_ !_ 1.4___ N5. - i 0 6 t 1 , N6 0 L_.7 .. 1__ N117 � 3 N8 0 I- 9_._ 1. 4 N9 _. Q 10 . 1 ! N10 0 11_ . 1 i Totals: 0 12 i 1T COG (ft): X; 20 Joint Lab. X [kJ Y[kl _ z[k1_..._ _ MX (k -ft) 0 �� 174 1 0_ _ 0 .438 0 0 _229 _ 0 -1--_ 0 .297 0 0 .281 4 0 f 0 281 .297__, .229 , ._.MY [k -f31 ----_. MZ 0 0 0 0 0 0 0 0 0 0 0 .438 .174 2.84 Y:0 , Z:0 0 0 0 0 0 0 0 0 RISA -3D Version 16.0.1 [G:12018 Jobs\18304 Fort Dent 2 RTUs\Calcs\Wall Beam at Top.r3d] Page 1 DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A95211 30 Project Name: Wall Beam Model: General Interaction —2 Code: 2012 NASPEC [AISI S100-2012] Page 1 of 1 Date: 03/28/2018 Simpson Strong -Tie® CFS Designerm' 1.5.0.0 Section Designation : 400T200-43 Single Track INPUT PROPERTIES : Web Height = 4.1614 in Steel Thickness = Top Flange = 2.0000 in Inside Corner Radius = Bottom Flange = 2.0000 in Yield Stress, Fy = Fy With Cold -Work, Fya = 33.0000 ksi GENERAL INTERACTION ANALYSIS Bending Inputs and Results Input Moment, Mx = 213 Ft -Lb Flexural Bracing = 96 in Cb = 1 Load Multiplier for Strength Checks = 1.0 Allowable Moment, Ma(Fy)(x) = 512 Ft -Lb Allowable Moment, Ma(brc)(x) = 313 Ft -Lb Moment Ratio, Mx/Ma(x) (including load multiplier) = 0.682 Input Moment, My = 0 Ft -Lb Allowable Moment, Ma(y) = 62 Ft -Lb Moment Ratio, My/Ma(y) (including Toad multiplier) = 0.000 0.0451 in 0.0712 in 33.0000 ksi SIMPSON 5TRONG•TIE COMPANY INC, www.strongtie.com DocuSign Envelope ID: 1C8288A7-FA44-488A-A0613-7FD844A95211 r� Project 1)6/Y3 -Job rlob No: 3 �1 s r Pcs Subject: , . Sheet : Name:. Structural SOL/it7DT'S Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date. ‘-'7-a-4/Y14 o 16 c j A l L 1C r Z 1t2 b.6{0.43)- Z60 $anis Thome partletd Oto ISn2-ut P©c* S IV- 41T -1V)6-1-6-19-011N-ie C©ti 71—A 4 IZ s,rs P<72- IA \ia zg0* AG•QO = Z 1 D O q vs E (Zi oils A) V. (&)4f Z c c44 A) A 811 }fir 125011 101'SiK4tlt tizeeit . 206.2 &.5070 9.02 • tel X2797 97204. telt 503 232:3746 Dc.r— (g www.pcs-structural.com DocuSign Envelope ID: 1 C8288A7-FA44-488A-A06B-7FD844A95211 _arcsProject:;91-r^` 7r Job No. Subject , Sheet Name: Structural Solutions Originating Office: ❑ Seattle ❑ Tacoma ❑ Portland Date: 1)E-rei-.M l (on0,16 c r-t.o,J -r-o vAJ tT , k5 S wtt r 1/0 A U�Y CA0 (ZI7*o,t1 I5-tv0r Ot (7,M1-)E-Ci“I r 9441 44 (Or 12 Sci-e-tdoc . csvnf \iA - (314 -1570+ VO- 15-0 w Isla' &Z4 7 (L() IZ ‘44-` ,4,) Seettic 811 First Avenue, Suite 620 • Seattle, WA 98104 • tel: 206.292.5076 lhrionte 1250 Pacific Avenue, Suite 701 • Tacoma, WA 98402 • tel: 253.383.2797 Portland 101 SW Main Street, Suite 280 • Portland, OR 97204 • tel: 503.232.3746 7:3°11 32 www.pcs-structural.com City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director July 10, 2019 Ammone Bembry 7717 Detroit Ave SW Seattle, WA 98106 RE: Request for Extension #2 Permit Number M18-0043 Dear Ammone, This letter is in response to your written request for an extension to Permit M 18-0043. The Acting Building Official, Lee Sipe, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through August 15, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Kandace Nichols Permit Technician File: Permit No. M 18-0043 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Kandace Nichols From: Bembry, Ammone <Ammone.Bembry@macmiller.com> Sent: Tuesday, July 9, 2019 2:07 PM To: Kandace Nichols Cc: Edrington, Erryn Subject: Permit# M18-0043 Attachments: 73176933 CITY OF TUKWILA 05.31.19.pdf; Fort Dent II - Permit Extension Request.pdf Good Afternoon Kandace, Can you please extend permit# M18-0043? Froula Alarm Systems Inc has submitted for the fire permit (needed to approve our Mechanical permit) but it has not been issued yet. Please let us know if you need anything else. Have a great day! Q Thank you, II Ammone Bembry Permit Specialist D: 206-768-4062 C: 206-755-2954 24 Hour Service I1 -855 -MAC -HVAC 7717 Detroit Ave SW, Seattle, WA 98106 CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. Request for Extension # - Current E;•-)iration mate: 7" /5 C( Extension : equest: AApprov `d for . days . Denied 'provide explanation) Signature, i nitials 1 5/31/2019 ♦_1 City of Tukwila Department of Community Development AMMONE BEMBRY 7717 DETROIT AVE SW SEATTLE, WA 98106 RE: Permit No. M18-0043 FORT DENT 2 6840 FORT DENT WAY 200 Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/15/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/15/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sinc rely, Kandace Nichols Permit Technician File No: M18-0043 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ` 1 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 6, 2019 Erryn Edrington 7717 Detroit Ave Sw Seattle, WA 98106 RE: Request for Extension #1 Permit Number M18-0043 Dear Erryn Edrington, This letter is in response to your written request for an extension to Permit M 18-0043. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through July 15, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician 7-4 File: Permit No. M18-0043 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov January 2, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Request for Extension # Current E-P iration Date: -15-1q ExtensionZequest: Approv 'd for / days L_ Denied !provide explanation) Signature/-nitials Subject: Mechanical Permit M18-0043 - Extension Request Our mechanical permit M18-0043 for work at 6840 Fort Dent Way will expire 1/15/19. We failed our mechanical inspection due to a requirement for a fire alarm permit. We have asked the building owner to coordinate with the fire alarm company to purchase a permit, so we can get our mechanical final. Please issue an extension for our mechanical permit to allow time for scheduling the final inspections. Thank you, Erryn Edrington Account Manager MacDonald -Miller Facility Solutions 206-331-1362 RECEIVED CITY OF TUKWILA JAN 022019 PERMIT CENTER 12/2/2018 I.raJ 0 City of Tukwila Department of Community Development AMMONE BEMBRY 7717 DETROIT AVE SW SEATTLE, WA 98106 RE: Permit No. M18-0043 FORT DENT 2 6840 FORT DENT WAY 200 Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/15/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/15/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, h I e ly Permit Technician File No: M18-0043 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 o 4( MacDonald -Miller FACILITY SOLUTIONS 18 Apri12018 Bill Rambo City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, Washington 98188 Subject: Correction Letter Mechanical Permit application M18-0043 Dear Bill: In response to the correction letter we have made the following changes to the drawings. 1. We have added a date to the PE stamp and signature on the drawings and calculations. 2. We have added a note to reuse the existing return air smoke detectors to the unit schedule (note 3). Sincerely, Steve Hargrove Lead Design Engineer RECEIVED CITY OF TUKWILA APR 2 4 2018 PERMIT CENTER CORRECTION LTR# MacDonald -Miller Facility Solutions, Inc. PO Box 47983 7717 Detroit Avenue SW Seattle, WA 98146 Seattle, WA 98106 206.763.9400 April 12, 2018 0 City of Tukwila Department of Community Development AMMONE BEMBRY 7717 DETROIT AVE SW SEATTLE, WA 98106 RE: Correction Letter # 1 MECHANICAL Permit Application Number M18-0043 FORT DENT 2 - Dear AMMONE BEMBRY, 0 Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - M DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Plan and documents had engineers stamp and signature, however, the date of signature is missing. Please provide cover sheet of calculations and each plan sheet with date of signature on or by the stamp. See General Note above. 2. I could not find the smoke detector mentioned in the installation notes. Provide the notes for smoke detector installation. (IMC 606.2.1) Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. £C2/11I O,..sl-....._s,... O.._J.... __J o_.a.-Minn m_.7_.._1_ rri_-i-_---`--- A01 00 _ nz____ -1, •or •e. ���� Sincerely, Bill Rambo Permit Technician File No. M18-0043 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3h65 QEaMiT COORD COPY c� PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0043 DATE: 04/29/18 PROJECT NAME: FORT DENT 2 SITE ADDRESS: 6840 FORT DENT WAY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: 5 AWc 5-1-1-4e Building Division 111 Fire Prevention Public Works Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 05/01/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: Approved ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 05/29/18 REVIEWER'S INITIALS.: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 HERMIT COORD COP'S( � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0043 PROJECT NAME: FORT DENT 2 SITE ADDRESS: 6840 FORT DENT WAY X Original Plan Submittal Response to Correction Letter # DATE: 04/06/18 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A CorF, 117015 Building Division El Public Works ❑ ft(' 14-0--lg Fire Prevention Planning Division Structural ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/10/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/08/18 Approved ❑ Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1-k` i) - Departments issued corrections: Bld Ping 0 PW ❑ Staff Initials: 12/18/2013 • City of Tukwila 0-151-7(A.-000 REVISION SUBMITTAL 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: ` - -1(6 Plan Check/Permit Number: M18-0043 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # Project Name: Fort Dent 2 Project Address: 6840 Fort Dent Way Contact Person: %-e +?9ZbI Phone Number: 9.0l , 9 (49Y • (j00() Summary of Revision: le- (p� c�t�e,e l Leri .5=eR . RE`:L VED C!TV OF TUKWILA 2 4 2018 PERMIT CFNTFR Sheet Number(s): "Cloud" or highlight all areas of revision including,' date of revision WIReceived at the City of Tukwila Permit Center by: V �A\i Entered in TRAKiT on "1 V \I j C.\Users\bill-r\Desktop\Revision Submittal Form.doc R.viwi• 7tlli MACDONALD/MILLER FAC SOL, INC Washington State Department of "Labor & Industries C IioTa' e Espanol Contact Search L&I A -Z index Help Safety & Health Claims & Insurance Workplace Rights MACDONALD/MILLER FAC SOL INC Owner or tradesperson Principals SIMONDS, DERRICK R, PRESIDENT WEBSTER, MARK E, VICE PRESIDENT GEBHARDT, STEPHANIE WETTACH, TREASURER NOEL, STEPHANIE W, MEMBER SIGMUND, FREDRIC, PRESIDENT (End: 01/04/2011) LOVELY, STEVE C, VICE PRESIDENT (End: 01/04/2011) HACK, RICHARD, SECRETARY (End: 01/04/2011) KOPET, TYLER, TREASURER (End: 01/04/2011) TURLEY, DOUGLAS, CHIEF EXECUTIVE OFFICER (End: 01/04/2011) TURLEY, DOUGLAS, CHIEF OPERATING OFFICER (End: 01/04/2011) GOUGH, DAVID ANTHONY, DIRECTOR (End: 08/29/2014) Doing business as MACDONALD/MILLER FAC SOL INC WA UBI No. 602 254 260 PO BOX 47983 SEATTLE, WA 98106 206-768-4180 KING County Business type Corporation Governing persons FREDRIC J SIGMUND STEVE C LOVELY; TYLER C KOPET; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. MACDOFS980RU Effective — expiration Page 1 of 3 My I..SzI Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602254260&LIC=MACDOFS980RU&SAW= 5/10/2018 MACDONALD/MILLER FAC SOUK 12/31/2002— 01/04/2019 ( Bond LIBERTY MUTUAL INS CO Bond account no. 023006951 $12,000.00 Received by L&I Effective date 12/31/2002 12/11/2002 Expiration date Until Canceled Insurance .................. Phoenix Insurarkce Company, The $1,000,000.00 Policy no. DT:CO-3K79095 . -PHX-1 Received by L&I, Effective date 01/02/2018 t' 12/31/2017 Expiration date 12/31/2018 s • Liberty Mutual Iris Co Policy no. T87-661-066178-033 $2,000,000.00 Received by L&I Effective date 11/20/2017 12/31/2013 Expiration date 12/31/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits again.:t the bond or savings accounts during the previous 6 year period. L&I Tax debts °k No L&I tax debts recorded for this contractor license during the previous 6 year period, but some debts may be recorded other agencies. License Violation; No license violatihs during the previous 6 year period. Workers' c'.?mp Do you know if the .,usiness has employees? If so, verify the business is up-to-date on workers' comp premiums. This company har:;multiple workers' comp accounts. Active accounts L&I Account ID 706,276-00 Doing business as MACDONALD MILER FACILITY Estimated workers reported N/A L&I account contact (360)902-4817 Track this contractor Self Insured. This business is certified to cover its own workers' comp costs. No premiums due. Public Works Strikes and Debarments Verify the contractc • is eligible to perform work on public works projects. Contractor Strike.:. No strikes have b an issued against this contractor. Contractors not a owed to bid ......................................................................... Nor debarments h;tine been issued against this contractor. https://secure.lni Na.gov/verify/Detail.aspx?UBI=602254260&LIC=MACDOFS980RU&SAW= 5/10/2018 Page 2 of 3 Help us improve MACDONALD/MILLER FAC SOIrINC Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 08/24/2015 Violations Inspection no. 317936840 Location 14360 SE Eastgate Way Bellevue, WA 98007 Inspection results date 08/04/2015 Inspection no. 317937121 Location 530 Fairview Ave N Seattle, WA 98103 Inspection results date 06/18/2012 Inspection no. 315908400 Location 18650 Alaska Service Rd • SeaTac, WA 98158 No violations No violations Page 3 of 3 ( trdashington State Dept. of Labor & Industries. Use of this site is subject 10 the latus of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602254260&LIC=MACDOFS980RU&SAW= 5/10/2018 ngineering\DWG\Shts\7317693 0 i J:\7317\6933 Fort Dent 2 — REVIATION ABBY FULL NAME ABBV FULL NAME ABBV FULL NAME A AC AFF AL BDD BOB BOD BO'TT BTU BTUH BWG BWIk C CAP CC CFM CHWR CHWS COMB CONN CWR CWS DB DIFF DMPR DN EC EGC EER • ELEV EMS COMPRESSED AIR LINE AIR CONDITIONING UNIT ABOVE FINISHED FLOOR ALUMINUM BACKDRAFT DAMPER BOTTOM OF BEAM BOTTOM OF DUCT BOTTOM BRITISH THERMAL UNITS BRITISH THERMAL UNITS PER HOUR BOTTOM WALL GRILLE BOTTOM WALL REGISTER CONDENSATE CAPACITY CONTROLS CONTRACTOR CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY COMBUSTION CONNECT CONDENSER WATER RETURN CONDENSER WATER SUPPLY DUCT BOARD DIFFUSER DAMPER DOWN ELECTRICAL CONTRACTOR EGGCRATE ENERGY EFFICIENCY RATIO ELEVATION ENERGY MANAGEMENT SYSTEM ESP EXTERNAL STATIC PRESSURE EXH EXTR FAC FD FLA FOB FOT FSD G GALV GC GPM GR GWB HG HP HWR HWS ID INT LIQ M -M MBH MC MCA MD MIN MT MUA NOM EXHAUST EXTRACTOR FIRE ALARM CONTRACTOR FIRE DAMPER FULL LOAD AMPS FLAT ON BOTTOM FLAT ON TOP FIRE SMOKE DAMPER GAS LINE GALVANIZED GENERAL CONTRACTOR GALLONS PER MINUTE GRILLE GYPSUM WALL BOARD HOT GAS LINE HORSE POWER HOT WATER RETURN HOT WATER SUPPLY INSIDE DIMENSION INTERLOCK LIQUID LINE MACDONALD-MILLER ONE THOUSAND BTUH MECHANICAL CONTRACTOR MINIMUM CIRCUIT AMPACITY MOTORIZED DAMPER MINIMUM MOUNT MAKE-UP AIR NOMINAL OSA OBD OD RA REG REQ'D RIO SA SCD SD SL SM SP SS SSSC STL SUC SUSP T'STAT TC TOD TOS TV TWG TWR TYP UNO VD VFD OUTSIDE AIR OPPOSED BLADE DAMPER OUTSIDE DIMENSION RETURN AIR REGISTER (GRILLE WITH DAMPER) REQUIRED ROUGH IN ONLY SUPPLY AIR SMOKE CONTROL DAMPER SMOKE DAMPER SOUND LINING SHEET METAL STATIC PRESSURE START/STOP SOLID STATE SPEED CONTROLLER STEEL SUCTION LINE SUSPENDED THERMOSTAT TEMPERATURE CONTROL TOP OF DUCT TOP OF STEEL TURN VANES TOP WALL GRILLE TOP WALL REGISTER TYPICAL UNLESS NOTED OTHERWISE VOLUME DAMPER VARIABLE FREQUENCY DRIVE VOLTAGE PHASE & DUCT DIAMETER DESCRIPTION BARE SHEETMETAL SYMBOL DESCRIPTION SYMBOL 14x12 ROUND SHEETMETAL WRAPPED W/ INSULATION (2") 120W SOUNDLINE SHEETMETAL (1" LINING) 14x12SL CLEANROOM QUALITY DUCTWORK 14x12C SHEETMETAL WRAPPED W/ INSULATION (2") 14x12W BARE FLAT OVAL SHEETMETAL 14x120 BARE ROUND SHEETMETAL 120 FLAT OVAL FLAT SHEETMETAL W/ INSULATION (2") 14x 120W EXPOSED QUALITY SHEETMETAL 14x12Q DUCTBOARD (1" FIBERGLASS) 14x12DB EXAMPLE OF NEW 14x12 EXAMPLE OF NOT IN CONTRACT (NIC) 14x12 EXAMPLE OF DEMO FLEX DUCT EXAMPLE OF EXISTING 1 4X 12 FLEX CONNECTOR 3 SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION ABBR. D4 GATE VALVE GV o SOLENOID VALVE GLOBE VALVE GLV GAS COCK SV GC Dao BALL VALVE - FULL PORTED BV T.4.T CIRCUIT SETTER VALVE CS SILENT CHECK VALVE CV Qin I HORIZONTAL EXPANSION TANK HET BUTTERFLY VALVE BFV VERTICAL EXPANSION TANK BUTTERFLY VALVE W/ MEMORY STOP BFVM ® AIR SEPARATOR Wv'J'4 FLEXIBLE CONNECTION rLSI ® AIR PURGER VET AIR SEP AP A RED. PRESS. BACKFLOW PREVENTER RPBP END SUCTION CENTRIFUGAL PUMP ES PUMP UNION UNION • VERTICAL IN-LINE CENTRIFUGAL PUMP VI PUMP STRAINER STRN SUCTION DIFFUSER SUC DIFF PRESSURE RELIEF VALVE PRESSURE REDUCING VALVE RV PRESSURE / TEMPERATURE TAP BULB WELL PRV P&T BW TEMERATURE GAUGE - A - COMPRESSED AIR - C - CONDENSATE PIPING TG - CHWS - CHILLED WATER SUPPLY PIPING 4 MANUAL AIR VENT MAV - CHWR - CHILLED WATER RETURN PIPING AUTOMATIC AIR VENT AV - CWS- CONDENSER WATER SUPPPLY PIPING 9 PRESSURE GAUGE PG - CWR- CONDENSER WATER RETURN PIPING THERMOMETER THERM - G - GAS PIPING Ix4, BALL VALVE W/ 3/4" HOSE ADAPTOR BV W/ HA - L - REFRIGERANT LIQUID LINE CONCENTRIC REDUCER CR - S - REFRIGERANT SUCTION LINE ECCENTRIC REDUCER ER - HWS - HEATING WATER SUPPLY PIPING - TWO-WAY CONTROL VAVLE 2WAY - HWR - HEATING WATER RETURN PIPING THREE-WAY CONTROL VALVE 3WAY AREA OF WORK April 18, 2018 7:48:42 AM VICINITY MAP NO SCALE I F T ING! GENERAL TOTES.. PIPING MATERIAL SCHEDULE: PIPING SIZE MATERIAL JOINT NATURAL GAS 1/2" - 2" SCH 40 BLK STL THREADED, FLANGED, ASTM A53 A OR B 1 SOCKET WELDED - ALL PIPING INSULATION AND COVERINGS SHALL HAVE AN ASTM FLAME SPREAD RATING OF 25 OR LESS AND AN ASTM SMOKE DEVELOPED RATING OF 50 OR LESS. - ELASTOMERIC INSULATIONS SHALL BE CLOSED CELL. - ELASTOMERIC INSULATIONS WHICH MEET THESE RATINGS MAY BE USED AS A SUBSTITUTE FOR FIBERGLASS. - PROVIDE A VAPOR BARRIER COVERING ON ALL CHILLED WATER PIPING AND COIL CONDENSATE PIPING INSULATION. - PROVIDE A COVERING FOR ALL FIBERGLASS INSULATION WITHIN THE BUILDING. - PROVIDE A VINYL JACKET FOR ALL INSULATION EXPOSED TO SIGHT WITHIN THE BUILDING EXCEPT MECHANICAL ROOMS. - PROVIDE REMOVABLE LACED INSULATION PAD OVER ALL CONTROL VALVES, WHERE NOT LOCATED WITHIN A MECHANICAL ROOM. - PROVIDE ALUMINUM JACKET ON ALL INSULATED PIPING OUTSIDE BUILDING. - AT PIPE HANGERS PROVIDE RIGID INSULATION BETWEEN PIPE AND HANGER. 1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE MECHANICAL CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 2. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2015 INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL MECHANICAL CODE (IMC), AND UNIFORM PLUMBING CODE (UPC) AS AMENDED BY THE STATE OF WASHINGTON AND LOCAL AUTHORITIES. 3. ALL PIPE SIZES NOTED ON DRAWINGS ARE MINIMUMS. 4. SLOPE ALL INDIRECT DRAINS AT 2% UNLESS OTHERWISE NOTED ON DRAWINGS. OBTAIN APPROVAL FROM THE CODE AUTHORITY BEFORE INSTALLING PIPING AT LESS THAN 2% (EVEN IF LESSER SLOPE IS INDICATED ON DRAWINGS). 5. HANGERS AND SUPPORTS FOR PIPING SHALL BE IN ACCORDANCE WITH THE 2015 IMC AND IBC AS AMENDED BY THE STATE OF WASHINGTON AND LOCAL AUTHORITIES. 6. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 7. PROVIDE CHROME PLATE ESCUTCHEON PLATES AT ALL EXPOSED WALL AND CEILING PENETRATIONS. 8. PROVIDE SHUT-OFF VALVES AT ALL EQUIPMENT CONNECTIONS. 9. PROVIDE UNION, GROOVED OR FLANGED CONNECTION AT EQUIPMENT FOR FUTURE REMOVAL AND SERVICING. 10. FOR CONDENSATE PIPING PROVIDE TRAPS WITH A MINIMUM SEAL 2" GREATER THAN THE FAN OPERATING STATIC PRESSURE AT ALL COOLING COIL CONNECTIONS. 11. PROVIDE MINIMUM 1" AIR BREAK FOR ALL CONDENSATE PIPE TERMINATIONS AT DRAINS. 12. PROVIDE DIELECTRIC CONNECTIONS BETWEEN DISSIMILAR METALS. 13. HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. COORDINATE ELECTRICAL SUPPLY FOR HEAT TRACE WITH ELECTRICAL CONTRACTOR. 14. TRENCHING, BACKFILLING AND COMPACTING FOR UNDERGROUND PIPING SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR UNLESS STATED OTHERWISE IN CONTRACT DOCUMENTS. ,D GASIELEC AIR C UNIT NO. AC -1 & 2 MFG & MODEL NO. MCQUAY RPS -060B NOM TONS 60.0 GAS HEAT MBH INPUT OUTPUT 1 CFM 600 640.00 18000 ESP FAN OSA HP CFM EER IPLV ELECTRICAL WT VOLT/PH MCA LBS NOTES 3.25 460/3 185 12800 DEMO, 1 AC -1 & 2 YORK YPALO6OGVE46BBFXM 60.0 750 600.00 18000 3.25 25.0 1000 10.0 12.9 460/3 153 11724 / \ NOTES: 1. REPLACE EXISING 60 TON RTU WITH NEW RTU. 2. FACTORY OPTIONS: SCROLL COMPRESSORS W/ R410A, 4 STAGES OF COOLING W/ HOT GAS BY-PASS, WIRE GUARD FOR CONDENSER SECTION, SUPPLY AND RETURN FANS W/ SPRING ISOLATION FACTORY INSTALLED SUPPLY AND RETURN FANS VFD, STAINLESS DRAIN PAN, 4 STAGE GAS HEAT WITH SS HEAT EXCHANGER, 2" MERV 8PRE FILTER, 100% ECONOMIZER, BACNET ONTROL T FACE, 65K S CR,CONVEN ENC OUTLE CU -B ADAPTER UNIT : AC -2 SOUND POWER LEVELS PER ARI 270 DATA PROVIDE BY MANUFACTURER = 94 dBA SOUND PRESSURE LEVELS = 94 dBA -12 dBA = 82 dBA DISTANCE BETWEEN EQUIPMENT AND NEAREST COMMERCIAL RECEIVER = 130' ESTIMATED SOUND LEVEL AT RECEIVER = 49 dBA ZONING OF SURROUNDING AREA = COMMERCIAL ZONING OF PROPERTY = COMMERCIAL ALLOWED NOISE LEVEL FOR NIGHT TIME COMMERCIAL TO COMMERCIAL ZONING = 60 dBA NOISE AT RECEIVER IS BELOW LEVELS ALLOWED BY TUKWILLA NOISE CONTROL CODE. FILE COPY Permit No. NWy-OO'3 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and con "ons is acknowledged: BY: C-haiaArt. Date: 5"10" City of Tukwila BUILDING DIVISION REVISIONS charms shall he. matte to the some h of work tntltriul prior approval pro al of r ier,: F3 Bu fngsion _ ' T : fR-evis ons va r£ure a Scib'""v pta S'x 'aai and may include ad:s tion I lin 10111911 fees. SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical 9" iectrical 03'P1umbing CLL as Piping City of Tukwila BUILDING DIVISION 1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 2. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2015 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE AND STATE AND LOCAL CODES AND ORDINANCES. 3. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 2015 IMC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM. 4. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 5. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, PER 2015 WASHINGTON STATE ENERGY CODE, COMMERCIAL PROVISIONS - DUCT WRAP, WHERE INDICATED, SHALL BE 0.75 LB/CU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUM. FOIL VAPOR BARRIER. - SOUND LINING, WHERE INDICATED, SHALL BE 1" 1.5 LB/CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 6000 FPM. - DUCT BOARD, WHERE INDICATED, SHALL BE 1" RIGID FRK FACED El 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT. - SUPPLY DUCT WHICH CONVEYS SUPPLY AIR AT TEMPERATURES LESS THAN 55 DEG F OR GREATER THAN 105 DEG F WHEN LOCATED IN CONDITIONED SPACE SHALL BE INSULATED WITH A MINIMUM OF R-3.3 , WHEN LOCATED IN UNCONDITIONED SPACE R-6 AND WHEN LOCATED OUTSIDE THE BUILDING R-8 (CLIMATE ZONE 4) OR R-12 (CLIMATE ZONE 5) PER WSEC C403.2.8.2. - OUTSIDE AIR DUCT INSULATION SHALL MATCH BUILDING ENVELOPE INSULATION VALUES UNLESS SERVING INDIVIDUAL SUPPLY AIR UNITS WITH LESS THAN 2800 CFM OF TOTAL SUPPLY AIR CAPACITY, PROVIDED THESE ARE INSULATED TO R-7 MINIMUM PER WSEC C403.2.8.1. 6. FLEX DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 1/2" FIBERGLASS INSULATION, AND NON -PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEX DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 12' IN LENGTH UNLESS NOTED OTHERWISE. 7. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1613 OF THE 2015 IBC. 8. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 717.5 OF THE 2015 IBC. PROVIDE CEILING FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 717.6.2.1 OF THE 2015 IBC. INSTALL FIRE DAMPERS SMOKE DAMPERS AND FIRE/SMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND THE REQUIREMENTS OF THE CODE. 9. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 10. PROVIDE RETURN DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL NEW HEATING, COOLING, OR VENTILATION EQUIPMENT MOVING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION 606 OF THE 2015 IMC. POWER AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. BAS TO MONITOR FIRE ALARM CONTROL PANEL AND SHUT DOWN ALL FAN TERMINAL UNITS DURING ANY BUILDING FIRE ALARM EVENT, IN ACCORDANCE WITH IMC 606.2.2. 11. HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. MINIMUM ACCESS DOOR SIZE FOR VALVES AND DAMPERS TO BE 18" X 18". 12. HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE POWER WIRING WITH ELECTRICAL CONTRACTOR. 13. MOTORS STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 14. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO BE PROVIDED TO THE BUILDING OWNER. RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM, INCLUDING SIZES, AND THE TERMINAL AIR AND WATER DESIGN FLOW RATES. 15. OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT INCLUDE: SUBMITTAL DATA, NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY, HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE OPERATIONAL NARRATIVE FOR EACH SYSTEM. 16. COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON STATE ENERGY CODE (WSEC), COMMERCIAL PROVISIONS AND SECTION C408. 17. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER 18. SHAFT WALLS CONSTRUCTED TO SUPPORT AIR MOVEMENT FOR RETURN AIR SYSTEMS AND STAIR & ELEVATOR PRESSSURIZATION SYSTEMS SHALL BE CONSTRUCTED TO THE FOLLOWING STANDARDS: A. SHAFTS (RATED FOR MAXIMIUM 2" WC) SHALL BE CONSTRUCTED TO WITHSTAND 15 PSF LOADING WITH A DEFLECTION OF U360 (UNO). B. SHAFTS SHALL BE SEALED SUBSTANTIALLY AIR -TIGHT USING THE CRITERIA FROM THE INTERNATIONAL BUILDING CODE: 1. SECTION 715.6 FIRE RESISTANT JOINT SYSTEMS IN SMOKE BARRIERS: LEAKAGE SHALL NOT EXCEED 5 CFM PER LINEAR FOOT OF JOINT AT 0.3" WC. 2. SECTION 909.5 SMOKE BARRIER CONSTRUCTION FOR INTERIOR EXIT STAIRWAYS AND EXIT PASSAG WAYS: MAXIMUM ALLOWABLE LEAKAGE AREA PER SHAFT SHALL NOT EXCEED (0.00035 SF/SF) C. STAIR AND ELEVATOR PRESSURIZATION SHAFTS SHALL BE PRESSURE TESTED DURING COMMISIONING. CONTRACTOR SHALL MAKE MODIFCATIONS TO INSTALLATION UNTIL SHAFT IS IN COMPLIANCE. 19. DAMPERS USED FOR OUTDOOR AIR INTAKE, EXHAUST, OR RELIEF SHALL HAVE THE FOLLOWING MAXIMUM LEAKAGE RATES AT 1- W.G. (PER AMCA STANDARD 500D): MOTORIZED DAMPERS: 4 CFMrs.F. GRAVITY DAMPERS: 20CFM/S.F. (40 CFM/S.F. FOR DAMPERS SMALLER THAN 24" IN EITHER DIMENSION). 20. OUTSIDE AIR INTAKE, EXHAUST, AND RELIEF DAMPERS SERVING CONDITIONED SPACES MUST BE MOTORIZED (FAIL CLOSED) PER WSEC, COMMERCIAL PROVISIONS, SECTION C403.2.4.3 EXCEPT AS ALLOWED BY WSEC. APN# 295490-0425 LEGAL DESCRIPTION: GUNDAKERS INTERURBAN ADD PARCEL 1 TGW POR OF PARCEL 2 DAF- BEG MOST WLY COR OF PARCEL 1 TH N 63-35-49 E 237.32 FT TH S 26-24-11 E 227.32 FT TO COMMON COR BTW PARCELS 1 & 2 TH N 63-35-49 E 252.25 FT TH N 26-24-11 W 77.65 FT TH N 56-15-11 W 234.09 FT TH N 31-12-43 W 82.39 FT TO INTSN WITH SELY LN OF TRACT CONVEYED TO CITY OF TUKWILA RECORDING NO 7808230299 TH S 58-47-17 W 102.77 FT TH S 55-39-53 W 63.16 FT TH S 48-39-58 W 55.63 FT TH S 39-21-15 W 88.24 FT TH S 30-04-58 W 85.21 FT TO MOST WLY COR OF PARCEL 2 TH S 37-36-40 E 20.92 FT TO POB - OF CITY OF TUKWILA SHORT PLAT NO 79 -7 -SS RECORDING NO 7908210370 SD SHORT PLAT BEING A POR OF GUNDAKERS INTERURBAN ADD IN THE SW 1/4 OF NW 1/4 OF SECTION 24-23-04 - AS PER CITY OF TUKWILA BDRY LINE ADJ NO 90-2-BLA RECORDING NO 9008151101 TITLE PROJECT ENGINEER ACCOUNT MANAGER. SHEET METAL FOREMAN AIR BALANCE FOREMAN FITTING FOREMAN ELECTRICAL FOREMAN --NAME STEVE HARGROVE ERRYN EDRINGTON CHRIS HOLLINGSWORTH RON LANDBERG JASON ZEMBRYCKI ED ADAMS COMPANY MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER PHONE NUMBER 206-768-4000 253-798-5080 206-407-2620 206-571-2661 206-768-3860 206-768-3826 EMAIL STEVE. HARGROVE@MAC M I LLER.COM ERRYN.EDRINGTON@MACMILLER.COM CHRIS.H OLLINGSWORTH@MACM ILLER. COM RON.LANDBERG@MACM I LLER.COM JASON.ZEMBRYCKI@MACM I LLER.COM ED.ADAMS@MACMILLER.COM NAME TITLE REV DATE NAME TITLE REV DATE TM0.01 TM0.01S DM2.04 TM2.04 TM3.01 TM6.01 SCHEDULES & NOTES -HVAC SITE PLAN - HVAC ROOF DEMO PLAN - HVAC ROOF PLAN - HVAC ELEVATIONS PLAN - HVAC DETAILS PLAN - HVAC REVIEWED FOR CODE COMPLIANCE APPROVED MAY 042018 City of Tukwila REPLACE 2 ROOFTOP PACKAGE UNITS. CORRECII N E O 0 E U E 0 co 07 0) LL 00 2 O Z U J 04/18/2018 W 0 REVISIONS: I°2io°I°0I I I I H CO - N o 0 I I I - rO r) 0 0 0 PERMIT CORRECTION 1 1 1 1<e) 0 z ENGINEER: PERMIT SET PROGRESS SET REVISIONS: LAST REVISED: SSUED FOR CONSTRUCTION S HARGROVE 04-18-18 CHECKED BY: B GEZON DATE PLOTTED: 04-18-18 CAD: ISSUE DATE: D LAMBERT DRAWING NUMBER: 0-0832-73176933-00 SHEET NUMBER: TM0.01 RECEIVED CITY OF TUKWILA _APR 2 2018 PERMIT CENTER A7317\6933 Fort Dent 2 — April 18, 2018 7:48:43 AM 0) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +•+ + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + 4. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ± + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + +++ +++ ++++ + ±±±± + + ++ H i+ + + ++ + : + + + + + + + + + + + + , 1 + + + + + c v + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 , + + + + + 7 0 , + + + + + ± + + + + + + + + + + + + + + dlllll1I - 4 - + + + + 7' + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + +- + + + + + + + + + ▪ + + + + + + + ++ + + + + + + + + +++++++++ + + + + +++++++++++++++++++++++ + +++++ + + + + + + + + + + + + + + ++ + ++ + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + + + + + -N.• + + + + + + + +•+ + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + • + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + REVIEWED FOR CODE COMPLIANCE APPROVED MAY 04 2018 City of Tukwila BUILDING DIVISION T'• 0 fi 04/18/2018 1 1 1 1 1 1 1 1 I 1 1 1 1 Tool 1(\looli 1 holl 1 1 1 1 1 1 0:2 1 :In ro 11 l'o I CN 0 z CN CN 0 < co a<E0) CCDP- 01-.7 u_Ce2P- ENGINEER: S HARGROVE CHECKED BY: B GEZON uJ 0 0 REVISIONS: z 0 0 co z0 0 0 LL 0 LU (f) C/) LAST REVISED: 04-18-18 DATE PLOTTED: 04-18-18 CAD: ISSUE DATE: D LAMBERT DRAWING NUMBER: C-0832-73176933-00 SHEET NUMBER: TM0.01S RECEIVED CITY OF TUKWILA APR 2 4 2018 PERMIT CENTER 4) J:\7317\69331 Fort Dent 2 — Co; 0 0 a B -�- LINE OF MECHANICAL PAD INSIDE LINE OF CURB ROOF OPENIN 2" GAS DN - LINE OF SHAFT BELOW A ROOF OPENING Wednesday, April 18, 2018 7:48:46 B -P 6" SUPPORT CENTERED ON COLUMN LINE AC -1 CU. 3 DETAIL Scale: /s"=1'-0" DEMO RTU AND REPLACE WIT -I NEW. 0 21) "x21/2" ROOF OPENING EF -1 HOISTWAY VENT - 3O/ ROOF OPENING W/MOTORIZED DAMPER INTERLOCK WITH FIRE/ LIFE SAFETY SYSTEM LINE OF MECHANICAL PAD INSIDE LINE OF CURB ROOF OP WALKWAY 2" GAS B A ROOF OPENING 6" SUPPORT CENTERED ON COLUMN UNE AC -2 CU3 DETAIL Scale: Y"=1'-0" GOOF PLA\ Scale: /8"=1'-0" REF TRUE 0 0 I LINE OF SHAFT BE 0 0 ' �x x -1 Jy[ xxx � x:4 ad[ 3 J .yv J1L[ x x x x x lc b NING J' AC -1 r[ J J AC -2 �[ kc I[ J bN IIL N" • f !`I_ J I f 1? i [ a F J JQ C [ 4C OW 1 1 1 1 1 1 1 , ) JCL- •" X X . ' y.f [ x I. x Jr J [ S J J J J J ` c )[ J •c Jl J [ [ 0 21) "x21/2" ROOF OPENING EF -1 HOISTWAY VENT - 3O/ ROOF OPENING W/MOTORIZED DAMPER INTERLOCK WITH FIRE/ LIFE SAFETY SYSTEM LINE OF MECHANICAL PAD INSIDE LINE OF CURB ROOF OP WALKWAY 2" GAS B A ROOF OPENING 6" SUPPORT CENTERED ON COLUMN UNE AC -2 CU3 DETAIL Scale: Y"=1'-0" GOOF PLA\ Scale: /8"=1'-0" REF TRUE 0 0 I LINE OF SHAFT BE 0 0 DEM RTU AND REPLAC E WITH NEW. 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 042018 City of Tukwila BUILDING DIVISION 1/8" = 1'-0" o C�3 (j) O 0 05 9 CO CO co (s) rn� 5 - as a0 N X N 0 • O > Cr) Q .O 0 4) N tea) - 0 N- .macmiller.com WA Lic No: MACDOFS980RU 1 04/18/2018 LTJ 0 REVISIONS: I I I A °21 °0Io0I 1 1 oo N 0 0 1 O 0 0 PERMIT CORRECTION CN 0 z PERMIT SET PROGRESS SET <I REVISIONS: z 0 0 z 0 0 0 LI_ 0 w ENGINEER: LAST REVISED: S HARGROVE 04-18-18 CHECKED BY: B GEZON DATE PLOTTED: 04-18-18 CAD: ISSUE DATE: D LAMBERT DRAWING NUMBER: C-0832-73176933-00 SHEET NUMBER: DM2.04 RECEIVED CITY OF TUKWILA APR 2 4 2018 PERMIT CENTER M T•0 Wtof r rix^-xryx x.xn" 1 1 IX XI 1 1 Ir I 1 a x x x x x NING il 1 i AC -2 bN IIL N" • f !`I_ 1? 1 r OW 1 1 1 1 1 1 1 , DEM RTU AND REPLAC E WITH NEW. 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 042018 City of Tukwila BUILDING DIVISION 1/8" = 1'-0" o C�3 (j) O 0 05 9 CO CO co (s) rn� 5 - as a0 N X N 0 • O > Cr) Q .O 0 4) N tea) - 0 N- .macmiller.com WA Lic No: MACDOFS980RU 1 04/18/2018 LTJ 0 REVISIONS: I I I A °21 °0Io0I 1 1 oo N 0 0 1 O 0 0 PERMIT CORRECTION CN 0 z PERMIT SET PROGRESS SET <I REVISIONS: z 0 0 z 0 0 0 LI_ 0 w ENGINEER: LAST REVISED: S HARGROVE 04-18-18 CHECKED BY: B GEZON DATE PLOTTED: 04-18-18 CAD: ISSUE DATE: D LAMBERT DRAWING NUMBER: C-0832-73176933-00 SHEET NUMBER: DM2.04 RECEIVED CITY OF TUKWILA APR 2 4 2018 PERMIT CENTER M T•0 Wtof jDp' 0 DEMO RTU AND REPLACE WIT -I NEW. LIN OF MECHANICAL PAD INSIDE LINE OF CURB ROOF OP: N N 2" GAS •••••::: 7 HOISTWAY VENT — 3%0 ROOF OPENING W/MOTORIZED DAMPER INTERLOCK WITH FIRE/ LIFE SAFETY SYSTEM FIELD TO WALL TO STRUCTU DETAILS. XTEND EXISTING SCREEN EIGHT OF NEW UNIT. SEE L DRAWING FOR CONN CTION 21Y2"x21Y" ROOF OPENING DEM RTU AND REPLACE WITH NEW. • LINE OF MECHANICAL PAD EF -1 INSIDE LINE OF CURB LINE OF SHAFT BELOW': ROOF OPE€F�fiic EXTEND EXISTING SCREEN HEIGHT OF NEW UNIT. SEE AL DRAWING FOR CONNECTION WALKWAY 2" GAS RECONNECT EXISTING GAS LINE TO NEW UNIT. LINE OF SHAFT BE PROVIDE WITH CURB ADAPTER. c o o 5 1 A ROOF OPENING 6" SUPPORT CENTERED ON COLUMN LINE AC -1 CUR3 DETAIL Scale: Y8"=1'-0" op ROOF OPENING 6" SUPPORT CENTERED ON COLUMN LINE AC -2 C.,3 DETAIL Scale: Ya"=1'-0" REF BOO F PLA\ Scale: Y,"=1'-0" TRUE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 042018 City of Tukwila BUILDING DIVISION cP‘ 1/8" = 1'-0" fil‘t*-.00•13 77 5 aa,d cf 3 E O 0 O E 0 f0 E 0 Co 0) 0 LL 0 2 z I I 4 0 PERMIT CORRECTION I N in 0 PERMIT SET 04/18/2018 O 0 PROGRESS SET CC w Q 0 REVISIONS: w 0 REVISIONS: SSUED FOR CONSTRUCTION ENGINEER: LAST REVISED: S HARGROVE 04-18-18 CHECKED BY: DATE PLOTTED: B GEZON 04-18-18 CAD: ISSUE DATE: D LAMBERT DRAWING NUMBER: 0-0832-73176933-00 SHEET NUMBER: TM2.04 RECEIVED CITY OF TUKWILA APR Z;:4` 2018 PERMIT CENTER APPROXIMATELY 40' J:\7317\6933 Fort Dent 2 — F April 18, 2018 7:48:48 AM 0 NORTH ELEVATION NO SCALE ROOF GROUND LEVEL 1/8" = 1'-O" 43 o � ti ) 03 m . < CDD MC 0 a; o L.% - N73 w ( U • u) o c6 O c �3• > M p 27-1 :Cjp O O ivN 0 a O O r7..L N.0_ O co 0) uL 00 2 O z 0 04/18/2018 I I I Ic.,2I221°,2I II I co 00 N I d ►`) M O O 0 PERMIT CORRECTION PERMIT SET PROGRESS SET CC a 0 REVISIONS: u 0 REVISIONS: N 0 z Z 0 Q E- 0 I- z N N .__ V Q rt W ZrZ-) 0 Q < Z o , ````'< 0 LLI D LP O� a� . C/) L.�.. .. _ ENGINEER: S HARGROVE CHECKED BY: B GEZON CAD: D LAMBERT LAST REVISED: 04-18-18 DATE PLOTTED: 04-18-18 ISSUE DATE: DRAWING NUMBER: C-0832-73176933-00 SHEET NUMBER: m 0043 TM3.01 RECEIVED CITU OF TUKWILA APR 2 4 2018 PERMIT CENTER STAIRWELL EXTEND EXISTING SCREEN OF NEW UNIT. SEE STRUCTURAL ATTACHMENT DETAILS. EXISTING MECHANICAL SCREENWALL WALL TO MATCH HEIGHT DRAWINGS FOR EXTEND OF ATTACHMENT EXISTING S NEW UNIT. SEE DETAILS. ECIRTI N MECHANICAL LL REEN WALL TO MATCH HEIGHT TRUCTURAL DRAWINGS FOR \ 11111 o o=— 1 1 1 AC -1 I ------I AC -2 1 — -I I I REVIEWED FOR CODEINCE APPROVED MAY 042018 = City o�f+Tukwrila -B ILDING-DMSION- April 18, 2018 7:48:48 AM 0 NORTH ELEVATION NO SCALE ROOF GROUND LEVEL 1/8" = 1'-O" 43 o � ti ) 03 m . < CDD MC 0 a; o L.% - N73 w ( U • u) o c6 O c �3• > M p 27-1 :Cjp O O ivN 0 a O O r7..L N.0_ O co 0) uL 00 2 O z 0 04/18/2018 I I I Ic.,2I221°,2I II I co 00 N I d ►`) M O O 0 PERMIT CORRECTION PERMIT SET PROGRESS SET CC a 0 REVISIONS: u 0 REVISIONS: N 0 z Z 0 Q E- 0 I- z N N .__ V Q rt W ZrZ-) 0 Q < Z o , ````'< 0 LLI D LP O� a� . C/) L.�.. .. _ ENGINEER: S HARGROVE CHECKED BY: B GEZON CAD: D LAMBERT LAST REVISED: 04-18-18 DATE PLOTTED: 04-18-18 ISSUE DATE: DRAWING NUMBER: C-0832-73176933-00 SHEET NUMBER: m 0043 TM3.01 RECEIVED CITU OF TUKWILA APR 2 4 2018 PERMIT CENTER 3 0 c W r.r= 0 0 0 3 J:\7317\6933 Fort Dent 2 — ROOFTOP A/C UNIT 11 FLEX CONNECTION & UNION 6" DIRT LEG EXISTING SHUT—OFF VALVE EXISTING NG LINE SLEEVE & FLASH THROUGH ROOF 4 NG < 2 ROOFTOP AC UNIT GAS CONNECTIONS N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 042018 City of Tukwila BUILDING DIVISION m Ig-vo(43 M r - CD CD .macmiller.com WA Lic No: MACDOFS980RU 04/18/2018 11 1 1 1 1 1 I 1 1 1 I (,)2I I 0 PERMIT CORRECTION i CV rrI ) 0 PERMIT SET (‘-',"21i N O I r' 0 PROGRESS SET N 0 z N (NI I—Z>- WQZO) Cp 0 Q Dog OI—? LL ENGINEER: S HARGROVE CHECKED BY: B GEZON CAD: D LAMBERT 0 REVISIONS: w 0 REVISIONS: LAST REVISED: 04-18-18 DATE PLOTTED: 04-18-18 ISSUE DATE: DRAWING NUMBER: C-0832-731 76933-00 SHEET NUMBER: TM6101 RECEIVED CITY OF TUKWILA..; APR 2 4 2018 PERMIT CENTER GENERAL NOTES THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO. 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. DESIGN CRITERIA VERTICAL LOADS RTU: 11,724# SCREEN WALL: 5 PSF SNOW: (MINIMUM ROOF SNOW LOAD = 25 PSF) LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO BRACED FRAME/SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY BRACED FRAME/SHEAR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND/OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. WIND: THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 2 - SIMPLIFIED ENVELOPE PROCEDURE" PER ASCE 7-10. - EXPOSURE CATEGORY = B - BASIC WIND SPEED, (3 SEC. GUST), VULT = 110 MPH; VASD = 85 MPH - RISK CATEGORY PER TABLE 1.5-1 = II - TOPOGRAPHIC FACTOR KZT = 1.0 SEISMIC: (ASCE 7-10) Fp = 0.4ap SDs WP (1+2 ±) Rp/Ip SEISMIC IMPORTANCE FACTOR, Ie = 1.0 RISK CATEGORY OF BUILDING PER TABLE 1.5-1 = II SPECTRAL RESPONSE ACCELERATIONS Ss = 1.457 & S1 = 0.544 SITE CLASS PER TABLE 20.3-1 = D DESIGN SPECTRAL RESPONSE ACCELERATIONS SDS = 0.971 & SD1 = 0.544 SEISMIC DESIGN CATEGORY = D W = EFFECTIVE SEISMIC WEIGHT OF RTU = 11,724# COMPONENT AMPLIFICATION FACTOR = ap = 2.5 COMPONENT RESPONSE MODIFICATION FACTOR Rp = 6.0 SEISMIC DESIGN FORCE Fp = 5,830# COLD -FORMED STEEL FRAMING CONSTRUCTION: THE DESIGN, INSTALLATION AND CONSTRUCTION OF COLD -FORMED CARBON OR LOW -ALLOY STEEL, STRUCTURAL AND NON-STRUCTURAL STEEL FRAMING, SHALL BE IN ACCORDANCE WITH IBC SECTION 2211 AND AMERICAN IRON AND STEEL INSTITUTE (AISI) STANDARD S100-12 AND S200-12 AND SHALL BE MANUFACTURED BY A MEMBER OF THE STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA), OR PRE -APPROVED EQUAL, IN ACCORDANCE WITH ICC EVALUATION SERVICE REPORT ESR -3064P AND AISI S200-12. ALL 54 MIL AND HEAVIER GALVANIZED MEMBERS SHALL BE FORMED FROM STEEL THAT MEETS THE REQUIREMENTS OF ASTM A653, QUALITY SQ, GRADE 50, CLASS 1, FY=50 KSI. ALL 43 MIL AND LIGHTER GALVANIZED MEMBERS SHALL BE FORMED FROM STEEL THAT MEETS THE REQUIREMENTS OF ASTM A653, QUALITY SQ, GRADE 33, FY=33 KSI. SCREEN WALL COLD -FORMED STEEL FRAMING: COLD -FORMED STEEL FRAMING MEMBERS SHALL MEET THE TYPE, SIZE AND THICKNESS AS INDICATED ON THE STRUCTURAL PLANS AND SPECIFICATIONS. POWDER ACTUATED FASTENERS: SHALL BE X -U UNIVERSAL KNURLED SHANK FASTENER BY HILT! OR PRE - APPROVED EQUAL. INSTALL PER ALL MANUFACTURER'S PUBLISHED RECOMMENDATIONS. COLD -FORMED STEEL TO STRUCTURAL STEEL: UNLESS NOTED OTHERWISE, PROVIDE 0.157" SHANK DIAMETER X -U LOW-VELOCITY FASTENER - FASTENER TIP SHALL PENETRATE STRUCTURAL STEEL. COLD -FORMED STEEL TO CONCRETE: UNLESS NOTED OTHERWISE, PROVIDE 0.157" SHANK DIAMETER X -U LOW-VELOCITY FASTENER - EMBED 1-1/2" MINIMUM INTO CONCRETE, UNLESS NOTED OTHERWISE. a"_ REVIEWED FOR CODE COMPLIANCE APPROVED MAY 042018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 4 2018 PERMIT CENTER CORRE T1ON LTR# ,. Structural Solutions Seattle 1 Tacoma 1 Portland www.pcs-structural.com 4/18/2018 (1) RS co 0 co H0, 4- � O O w -101, 0 0 00 0 DATE MAR 28, 2018 JOB # 18-304 DRAWN CHECKED MCS DCT GENERAL NOTES S 0 . 1 21'-0" VERIFY Structural Solutions Seattle 1 Tacoma 1 Portland www.pcs-structura[.com (E) METAL STUD WALL - PROVIDE 2'-6" METAL STUD WALL EXTENSION AT TOP OF WALL, TYP. (2) #12 SCREWS -409 UNISTRUT P1000H5 BRACE CMZ v 1/2"O A301 BOLT (4) #12 SCREWS STAMP RTU Ea. Ea. Ea. METAL STUD WALL RTU 4005131-43 24" O.G., ALIGN W/ (E) STUDS BELOW TYP. �iN UNISTRUT P2102 1/2"0 SCREW W/ UNISTRUT CHANNEL NUT OVERLAP TOP TRACK $ FASTEN W/ (2) #12 SGREWS MIN. TYP. AT CORNERS 21° VERIFY 4005162-43 BRACE W/ (2) #12 SGREWS EACH STUD, TYP. UNISTRUT BRACE 4'-0" O.G. MAX. TYP. GALVANIZED CONT. 18 GA. I. W/ #12 SGREWS 8" O.G. TYP. (E) METAL STUD WALL TYPICAL RTU PLAN PLAN 1/8" = 1'-0" GALVANIZED It 1/4"32— x 0'-4" W/ (4) #12 SCREWS TO HEADER it 1/2"0 SCREW W/ UNISTRUT CHANNEL NUT TO UNISTRUT. REMOVE TRACK FLANGE A5 REO'D. #12 ® 24" D.G. TRACK TO HEADER CONNECTION, TYP. TOP it BOTTOM FOR DETAILS it GALLOUTS IN COMMON SEE PROVIDE 18 GA. BENT ' 3"L x 0'-3" W/ (2) #12 SCREWS 3" TO EA HEADER TYP. AT CORNERS HEADER PROJECT (E) METAL STUD WALL DETAIL = 11-0" DETAIL 1/8" = 1'-0" Ea. i Ea. 4005162-43 BRACE W/ (2) #12 SCREWS EACH STUD, TYP. METAL STUD WALL OVERLAP TOP TRACK $ r_ FASTEN W/ (2) #12 SCREWS MIN. TYP. AT CORNERS ....,---- PROVIDE 18 GA. BENT ft 3"_ x 0'-3" W/ (2) #12 SCREWS 3" TO EA HEADER TYP. AT CORNERS co CO o�� 4- �rn oQ N O t6 pgcr 5, 0 Co 0 0 L FOR DETAILS GALLOUTS IN COMMON SEE HEADER (E) METAL STUD WALL REVISION DATE MAR 28, 2018 JOB # 18-304 DRAWN CHECKED TITLE MCS DCT REVIEWED FOR CODE COMPLIANCE APPROVED MAY 04 2018 PLAN AND DETAILS City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SHEET APR 2 4 2018 PERMIT CENTER S1.0 in/ -Doc13