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Permit M19-0124 - KING LASIK - ROOFTOP UNITS, SPLIT SYSTEM HEAT PUMPS, ELECTRIC WALL HEATERS, ETC
KING LASIK 6700 FORT DENT WAY Apn: 2954900420 FINALED 01/19/2021 M19-0124 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 2954900420 6700 FORT DENT WAY Project Name: KING LASIK MECHANICAL PERMIT Permit Number: M19-0124 Issue Date: 9/3/2019 Permit Expires On: 3/1/2020 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: FORT DENT REAL ESTATE LLC 900 SW 16TH ST #200 , RENTON, WA, 98057 ALEX BURKHART 727 S KENYON ST , SEATTLE, WA, 98108 EVERGREEN REFRIGERATION LLC (CONST) 727 S KENYON ST , SEATTLE, WA, 98108 EVERGRL954R2 Phone: (206) 763-1744 Phone: (206) 763-1744 Expiration Date: 1/6/2020 DESCRIPTION OF WORK: INSTALLATION OF THREE (3) ROOFTOP UNITS, FOUR (4) SPLIT SYSTEM HEAT PUMPS, TWO (2) ELECTRIC WALL HEATERS, (2) EXHAUST FANS, DUCTWORK AND GRILLES/DIFFUSERS/LOUVERS. Valuation of Work: $69,561.00 Type of Work: NEW Fuel type: GAS Fees Collected: $1,113.49 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: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Date: 9-J-f'/ I hearby certify that 1 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 conditions attached to this permit. Signature: 1-7. Date: It 1 ((`i Print Name: 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 14: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 15: 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. 16: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 17: 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. 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (2O643l'367O). 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 20: VALIDITY OFPERMIT: The issuance u,granting ofapermit shall not beconstrued tubeapennithor,oran 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 ofthe City ofTukwila shall not bevalid, The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 21: *^*ME[HAN|[xLPERMIT [DND0ONS*** 22: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center(ZO6/431,Jh70). 23: Manufacturers installation instructions shall beavailable onthe job site atthe time ofinspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (3V6)43D'935U 0703 K8ECHEQUIP EFF 1800 MECHANICAL FINAL 0609 P|PE/DU[T|NSULAT0N 0705 REFRIGERATION EQUIP 0701 ROUGH'|NMECHAN|CAL 0703 SMOKE DETECTOR TEST CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Mechanical Permit No. Vn 004 Project No. Date Application Accepted: ' Date Application Expires: 1 —3 1 - (For office use 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: 6700 Fort Dent Way Tenant Name: King Lasik King Co Assessor's Tax No.: 2954900420 Suite Number: N/A Floor: 1 New Tenant: IZ Yes [1] ..No PROPERTY OWNER Name: Fort Dent Real Estate LLC Address: 900 SW 16th St. #200 City: Renton State: WA Zip: 98057 CONTACT PERSON — person receiving all project communication Name: Alex Burkhart Address: 727 South Kenyon St. City: Seattle State: WA Zip: 98108 Phone: (206) 763-1744 Fax: (206) 763-2389 Email: alexb@evergreenhvac.com MECHANICAL CONTRACTOR INFORMATION Company Name: Evergreen Refrigeration Address: 727 South Kenyon St. City: Seattle State: WA zip: 98108 Phone: (206) 763-1744 Fax: (206) 763-2389 Contr Reg No.: EVERGRL9.54R2 Exp Date: 01/06/2020 Tukwila Business License No.: BUS-0992877 Valuation of project (contractor's bid price): $ 69,561 Describe the scope of work in detail: Installation of three (3) rooftop units, four (4) split system heat pumps, two (2) electric wall heaters, two (2) exhaust fans, ductwork, and grilles/diffusers/louvers. Use: Residential: New LJ Replacement LI Commercial: New Replacement [1] Fuel Type: Electric Gas Other: HAApplicationsTonns-Applications On Line \ 2.016 Applications \Mechanical Permit Application Revised 1-4-16.docx Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater 2 Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 elm 4 Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct 2 Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser 16 Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 4 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 8 -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-lOpm); 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: Print Name: Alex Burkhart Mailing Address: 727 South Kenyon St. Day Telephone: (206) 763-1744 Seattle WA 98108 City State Zip H:\ApplicalionWo1ms-Applications On Line \ 2016 ApplicationsMechanical Permit Application Revised 1-4-16.docx DESCRIPTIONS PermitTRAK Cash Register Receip City of Tukwila I ACCOUNT QUANTITY PAID M19-0124 Address: 6700 FORT DENT WAY n 54900420 72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 MECHANICAL $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R20484 R000.345.830.00.08 1.00 $70.00 $72.10 Date Paid: Tuesday, March 24, 2020 Paid By: MATTHEW PATTON Pay Method: CREDIT CARD 09815D Printed: Tuesday. March 24. 2020 3:45 PM 1 of 1 irr21111 Cash Register Receipt City of Tukwila ff DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK ' PAID $1,374.41 EL19-0609 Address: 6700 FORT DENT WAY Apn: 2954900420 $127.02 ELECTRICAL $120.97 PERMIT FEE MULTI-FAM/COMM R000.322.101,00.00 0.00 $120.97 TECHNOLOGY FEE $6.05 TECHNOLOGY FEE R000.322.900.04.00 0.00 $6.05 M19-0124 Address: 6700 FORT DENT WAY Apn: 2954900420 $1,113.49 MECHANICAL $1,070.66 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $823.38 PLAN CHECK FEE R000.322.102.00.00 0.00 e $214.13 TECHNOLOGY FEE v $42.83 TECHNOLOGY FEE R000.322.900.04.00 0.00 ,. $42.83 e, ft, , $133.90 PG19-0110 Address: 6700 FORT DENT WAY Apn: 2954900420 , { .• GAS $128.75 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 .,:• $35.00 iP PERMIT FEE R000.322.100.00.00 0.00 c $68.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $25.75 TECHNOLOGY FEE $5.15 TECHNOLOGY FEE R000.322.900.04.00 0.00 $5.15 ... TOTAL FEES PAID BY RECEIPT: R18216 ,,' $1,374.41 Date Paid: Wednesday, July 31, 2019 Paid By: EVERGREEN REFRIGERATION Pay IViethod: CHECK 10070 Printed: Wednesday, July 31, 2019 8:53 AM 1 of 1 SYSTEMS Permit Inspections City of Tukwila Permit Number: M19-0124 Applied: 7/31/2019 Approved: 8/30/2019 Issued: 9/3/2019 Finaled: 1/19/2021 Status: FINALED Parent Permit: Parent Project: Details: Description: KING LASIK Site Address: 6700 FORT DENT WAY City, State Zip Code:TUKWILA, WA 98168 Applicant: KING LASIK Owner: FORT DENT REAL ESTATE LLC Contractor: EVERGREEN REFRIGERATION LLC (CONST) INSTALLATION OF THREE (3) ROOFTOP UNITS, FOUR (4) SPLIT SYSTEM HEAT PUMPS, TWO (2) ELECTRIC WALL HEATERS, (2) EXHAUST FANS, DUCTWORK AND GRILLES/DIFFUSERS/LOUVERS. INSPECTIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS SI-STRUCT STEEL Bill Centen Notes: SI-WELDING Bill Centen • Notes: I MECH EQUIP EFF Bill Centen , Notes: SMOKE DETECTOR TEST Bill Centen Notes: PIPE DUCT INSULATION Bill Centen Notes: ROUGH -IN MECHANICAL Bill Centen 253-906-9247 Notes: REFRIGERATION EQUIP Darrin Graham Notes: Printed: Tuesday, 19 October, 2021 1 of 2 r#4 SUPERION Permit Inspections ��*�" °�� Tukwila U�� � _'�v— '_--- ` AM 5�7�O� �PE_DUCT |N5ULAT8N DaninGmham PARTIAL5�7�V� APPROVAL 1��7 Notes: omDFLOOR DUCT SEAL APPROVED FOR INSULATION 7/22/2020 AM 7/22/2020 PIPE _ DUCT INSULATION PARTIALLeeSipe APPROVAL B3976 Notes: p/A Lobby & Atrium OKtoinsulate ductwork. 10/12/2020 AM 10/12/ xOVGH'|N�V�O MECHANICAL BiUCemen NOT APPROVED 253-906-9247 Notes: z.Electrical rough ininspection bscheduled for Tuesday (1U/13/2ozo). Re -scheduling Mechanical rough in inspection for Tuesday. Will inspect after electrical inspection. zo/za/zuzo zo/za/zozo ROUGH -IN xxcc*Am|cxL oa,nm PPARTIALna»am xppxOvAL 253-906a247 Notes: O.R. I Hard lid framing/ mechanical OK to cover Grid A to B Line 1 through 3 Inscluding clean room storage. O.n» Z Hard Lid pmmino/Med` okmcover Grid um c Line zthmuoh l Approval to cover i,subject mfire approval. 1/19/2021 Am 1/19/2021 MECHANICAL FINAL ao|cenoen xrrnovso 253'906-9247 DCI enGineeRs i-engineers.com Washington Oregon California Texas Alaska Colorado Montana RE Structural Calculations King Lasik RTU Calculations Package 6700 Fort Dent Way, Tukwila, WA 98188 DCI Job Number 17011-0121 February 10, 2020 Prepared for: 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 Vtt,C1 01 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 12 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 12 2020 PERMIT CENTER 818 Stewart Street, Suite 1000 Seattle, Washington, 98101 Phone (206) 332-1900 Service Innovation Value D Subject: INons ructu al Component - Seismic & Wind Forces on Equipment Project No: 17011-012 EnoinEE s Project Name: King Lasik Component/Unit ID: RTU-1 Sheet: Date: 1 6/ 9 By: GD • V! rot Component Data: Dry Weight (lbs) = 922 Operating Weight (Ibs) = 922 Width (W), in = 80 Length (L), in = 76 Height (H), in = 47 Center of Gravity (in) = 31 Seismic Design Criteria: Governing Code: ASCE 7-10 Chapter 13: Seismic Requirements for Nonstructural Components Risk Category = Ip = z (ft)= h (ft) = Soil Site Class Ss= Fa = SOS = ap= = Wp (Ibs) = Fp (VV)= Fp-m®c (W)= (VV)= 1.0 30.0 30.0 D 1.46 1.00 0,97 1.00 2.50 922 0.466 1.553 0.291 IBC Table 1604.5 Component Importance Factor Height in structure at point of attachment for component wrt the base Average roof height of structure wrt the base Per Geotechnical Report or project specifications Mapped MCER, 5% Damped Spectral Response Acceleration (Short Period) Short -period site coefficient ASCE 7-10 Table 11.4-1 5% Damped Spectral Response Acceleration - Short period Component amplification factor per ASCE 7-10 Table 13.5-1 or 13.6-1 Component response modification factor per ASCE 7-10 Table 13.5-1 or 13.6-1 Component Operating Weight + any tributary piping, duct, screening Per ASCE 7-10 Equation 13.3-1 «<CONTROLS Per ASCE 7-10 Equation 13.3-2 Per ASCE 7-10 Equation 13.3-3 Seismic Demand on Nonstructural Component: (ASCE Section 13.3) Fp MOT„hma, = Vb„,*CG 13401)_1b41_ Subject: JNonstructural Component - Seismic & Wind Forces on Project No: 17011-0121 Equipment Sheet eEProject Name: King Lasik Date: 1 6/19 noinE s Component/Unit ID: RTU-1 By: GD Wind Design Criteria: Governing Code: ASCE 7-10 Chapter 29: Wind Loads on Other Structures and Building Apurtenances Exposure Category = Risk Category = V (mph)=. Kzt = Kd= = zg = Kz = G = H/W = H/L = Cf-longftudinal = Cf-transverse = Af-mutt = qz (psf) = 0.00256*Kz*Kzt*K.d*V2 = Plongitudinal (PSO = qs*G*Cf-longdudinal*Af-mult = Ptransverse (psf) = qz*G*Cf-transverse*Af-mult Plongitudinal (psf) = Ptransverse (psf) = B 110 1.00 0.85 7.00 1200 0.70 0.85 0.59 0.62 1.35 1.35 1.00 18.45 21.17 21.17 21.17 21.17 ASCE 7-15 Section 26.7.3 IBC Table 1604.5 Basic Wind Speed per Figures 26.5-1A, 26.5-1B, or 26.5-1C Topographic Factor Section 26.8 Directional Factor, Table 26.6-1 Terrain Exposure Constant, Table 26.9-1 Terrain Exposure Constant, Table 26.9-1 Terrain Exposure Factor, Table 29.3-1 Gust Factor, Section 26.9.1 Height to Width Ratio Logitudinal Direction Height to Width Ratio Transverse Direction Force Coeffiecient based on H/L, Figures 29.5-1 Force Coeffiecient based on H/W, Figures 29.5-1 Area Multiplier based on the percentage of solid area to total area subjected to wind loading Velocity pressure elavated at height z above ground Design pressure Design pressure Wind Demand on Nonstructural Component: (ASCE Section 29.5) Longitudinal Direction 1 Vlongltudlnal 'base -wind = P*W*H = 553 lb; — MOTwind-longltudInal = Vbase-wind * Ha =_12988 lis-In _ Transverse Direction Vtransverse -base-wind = P*L*H 525 Ibss MOTwind-transverse "4". VbasowInd * H/2 =L 12339 119-91 =Da enotneEms Project No. Sheet No. Project 11-it-It=1 U4- Date tcl Subject rTi.) St_rPeo12-1- By 01 Z .19 (SS'S) V 1.01+fthey e ci•-)Gei t,-) 3-S2 ighS(?) i A — OT 1.-LI ksi 5ersinic.. Vu>, jt.„ --- 3o I -it- Mar 15 t-tua 0 ;A. —16 "TerrA•i_ OvZ12.--1-0P-tJto.r1t.. (s.314t.00 IA-16\) GuDv E ir-k) = CD•tet7-6\ 3(5 -reAriw MDT b.(4)(ctiri.A.)(46) )-2-11 (40 *- A -lb 0 NET C>.) erz-nia-N 1P-au =DCI EfGIfEERS Project No. 11011.- c % -1 Sheet No. Project ,_-t Nl� L-i tv-- Date Subject 7,-ru sueec 1z By (v P�F Pe-r- CA -rot -Liz c L fActr! o f -D s tZ- to WI " &' cC Gravity Beam Design RAM RAM SBeam v5.01 King Lasik RTU Support Beam 07/15/19 10:00:31 STEEL CODE: AISC 360-05 ASD Total Beam Length (ft) Mp (kip-ft) = 21.50 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.008 0.000 8.500 0.008 0.000 2 0.000 0.093 0.000 8.500 0.093 0.000 SPAN INFORMATION (ft): I -End (0.00,0.00) J-End (8.50,0.00) Beam Size (User Selected) = C6X8.2 = 8.50 Fy = 50.0 ksi SHEAR: Max Va (DL+LL) = 0.43 kips Vn/1.67 = 21.56 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb kip-ft ft ft Center Max + DL 0.9 4.3 0.0 1.00 Controlling DL 0.9 4.3 0.0 1.00 REACTIONS (kips): DL reaction Max +total reaction Left Right 0.43 0.43 0.43 0.43 1.67 1.67 DEFLECTIONS: Dead load (in) at 4.25 ft = -0.031 L/D = 3262 Live load (in) at 4.25 ft = -0.000 Net Total load (in) at 4.25 ft = -0.031 L/D = 3262 Mn / kip-ft 12.87 12.87 aneBuildex Self -Drilling Fasteners The best point ever for speed and consistency ... optimum for medium duty steel -to -steel applications. Applications SI Roof deck to steel framing. Wall panel to girt. SI Duct work to steel framing. 4i Accessories to steel framing Al Roof clip to steel framing. Ail Retrofit framing. Commercial overhead steel doors, hinges & latches. Product Features ,J\ Point has precise cutting edges to improve drill performance with less effort. Non -walking point provides fast material engagement. Point to thread design maximizes pullout performance and minimizes backout. Drills and taps in the broadest range of applications. Climaseal® finish provides excellent corrosion resistance and lower tapping torque. Product Specifications Diameter #12, 1/4 Thread Form 12-14 1/4-14 Head Style.. ............ #12: 5/16" HWH 1/4: 3/8" HWH 1/4 Overhead Door Fasteners 7/16" HWH with Serrations Drill Point Teks 2 Teks 3 Finish Climaseal Head Style Hex Washer Head Hex Washer Head with Serrations Approvals and Listings Factory Mutual (3050495), ICC ESR-3270, ICC ESR-1976 . . TE KS® SELF -DRILLING FASTENERS Selector Guide Part Number 1134000 1136000 1120000 1123000 1140000 1553000 1143000 1146000 1147000 1149000 1150000 1152000 1155000 1554000 1157000 1304000 1587000 Descrkdion 12-14 x 3/4" 12-14 x 1" 12-14 x 1-1/4" 12-14 x 1-1/2" 12-14 x 2" 12-14 X 2-1/2" 12-14 x 3" 12-14 x 4" 1/4-14 x 3/4" 1/4-14 x 1" 1/4-14 x 1-1/4" 1/4-14 x 1-1/2" 1/4-14 x 2" 1/4-14 x 2-1/2" 1/4-14 x 3" 1/4-14 x 4" 1/4-14 x 1" Head Drill Drill & Tap Style Pokii: Capacity HWH HWH HWH HWH HWH HWH HWH HWH HWH HWH HWH HWH HWH HWH HWH HWH *HWH #3 .036-.210 #3 .036-.210 #2 .036-.210 #2 .036-.210 #3 .036-.210 #3 .036-.210 #3 .036-.210 #3 .036-.210 #3 .036-.210 #3 .036-.210 #3 .036-.210 #3 .036-.210 #3 .036-.210 #3 .036-.210 #3 .036-.210 #3 .036-.210 #3 .036-.210 Max. Material Attachment .270 .520 .550 .800 1.450 1.950 2.450 3.450 .210 .400 .650 .900 1.400 1.900 2.400 3.400 .500 Box MY 5,000 4,000 4,000 2,500 2,000 1,000 1,000 500 3,000 2,500 2,000 2,000 1,500 1,000 1,000 500 2,500 Applications • Roof deck to steel framing • Wall panel to girt • Duct work to steel framing • Accessories to steel framing • Clip to steel framing • Retrofit framing • Commercial overhead steel doors, hinges & latches. 7/16" Across Flats HWH with serrations under head, Performance Data PULLOUT VALUES (average Is. ultimate) 4•• Fastener Steel Gauge 3/1E7 Dia. Pt. 26 24 22 20 18 16 14 12 12 2 156 243 283 375 605 848 1181 1856 3520 3 142 211 289 341 551 757 1063 1631 2998 1/4 3 141 231 293 346 613 880 1145 1858 4550 _ FASTENER VALUES Fastener (dia-tpi) Tensile (Ibs. min.) Shear (avg. lbs. ult) Torque (min. in. lbs.) 12-14 2778 2000 92 1/4-14 4060 2600 150 SHEAR VALUES (average Is. ultimate) Fastener Steel Gauge (lapped) Dia. Pt. 26 24 22 20 18 16 14 12 12 2 365 600 623 898 1370 1758 2138 2202 3 - - - 769 1358 1620 1970 1986 1/4 3 - - - 930 1442 2100 2584 2650 SHEET STEEL GAUGES Gauge No. 26 24 22 20 18 16 14 12 Decimal Equivalent .018" .024" .030" .036" .048" .060" .075" .105" The values listed are ultimate averages achieved under laboratory conditions and apply to Buildex manufactured fasteners only. Appropriate safety factors should be applied to these values for design purposes. Installation Guidelines in. A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. ita Adjust the screwgun nosepiece to properly seat the fastener. AnL New magnetic sockets must be correctly set before use. Remove chip build-up as needed. Ar\inrpeBuildex An_ The fastener is fully seated when the head is flush with the work surface. El Overdriving may result irt torsional failure of the fastener or stripout of the substrate. lei The fastener must penetrate beyond the metal structure a minimum of 3 pitches of thread. 700 High Grove Blvd Glendale Heights, Illinois 60139 800-848-5611 Fax: 630-595-3549 www.itwbuildex.com 7 Teks6 and Climaseal6 are trademarks of Illinois Tool Works, Inc. © 2019 Illinois Tool Works, Inc. AA 33 310 6.1,4 0 AT !OOP rfra 6,6 77 67a A ri r- 7 [ 71 71 144 (CE332 x 7h) ONE-CHANNEL-M5 2 3 NOPff ALL REF, DWG: E11 SURFACE PREPRATIOW SKIM COATING STD 540P Rae 02103/212D 1DIS/2619 67t30D019 I UED FOR REAPPROVAL ISSUED FOR FABRICATION ISSUED FOR APPROVAL REV, MATERIALS (WO) *WES: AST14 ME: NES: A.51T1 A-53 Gr. T 3533 ON ARO Gr. T MGUE5 a OW33 a5114 kia OM II/160 avaaA 051 &DIA XI ENGEM DATE DESCRIPTION BLUE STAR WELDING [1. 6°5giUMTINEGHAMERIDM, WIANA.982°26AD PI3m4E. 160.193-7647,150.101•2513 DRAWING ITRE: CHANNEL PROJECT; KING LASIK 6700 FORT DENT WAY, IIIKWILA, WA. BILL OF MATERIAL rio on. DESCRIPTION LENGTH REMARKS GRACE ABM WEIGHT (11K) 116ow. 1 n MR X 6 1 Mel 1,3 Iv us iu M1 1 LteX1M 242 le ..6 11,10M1.11Zei4 4,3' 232 /A A -A B -B G-II (CAXS.1 A36 x G-3 W) A aa5 \ -3-171K NO POT ON OSL 2 - CHANNELS - M6 GIS NO P ON OR t.932 REF. DWG: 261 IOTAL FELD NU Drrmu six *Gout Immajoic I GED FOR REAPPROVAI etteenet RiK91 15SUEDFE Bk3 HOG REV, DATE tel9WAS IOW% MO PlAtt 2262623 kt musk, a t2426 0232622 Wei 0026224 426222 2324 011141 DESCRIPTION BY HIO1 BLUE STAR WELDING 6059 GUIDE MERMAN ROAD BELLINGHAM, EA112.26 11.01., TITLE: KT: PEG LA% 6132 FCAT OW WAY, TEMA VA Wet% Al re me, StNe44k DIADEM : CRAFT ADODICTS Mk: Dal Ge.:132 DATT: *163211 DATE: I EDIDDE PROJECT AA: A470 2626 , B-B aab A -A C-C -F� BILL OF MATERIAL AN MA6( 0tt. DESCRIPDON LENGTH REMARKS GRADE WEIGHT(IbT) Ml 3 0ANYIfl n /IITC M7 3 CSq.a e'+i1R' rodlm Aib 131 ad UIXWµ tl{' Alb N «s 3 U.I/2X• VI 6'4 qb « PAI 6'-941(C9:13.1A3645) 3-CHANNELS - M7 aik FIELD BOET DETAILS 52 !Mr 1 !EIDAYDOR,W[ FIEF. DWI ER mesa OATS $IML10NIel1 5/A12020 ISSUEOFOR REAPPROVAL O 10V2019 ISSUE) FOR FABRICATION A O?A60019 ; ISSUED FOR APPROVAL REV. DATE L DESCRIPTION M/ EM AMM A'6 HOE& 11W IAMB XI DOM EL BLUE STAR WELDING RR wailAY 60S9GLEDBABPLUNGNAM,RWWANROAD.9R Lt 226 Thiel f31MMA1,1m111 LI1 Eo W aall A -A as B-B -t— aa7 NO PAINT Al OUND 5,31 A ---'to S'd 16 (C6711.3 A36 K S-4 416) ONE -CHANNEL - M8 ti BILL OF MATERIAL NA9( O3Y. DESCRIPTION LENGTH REMARKS GRADE ABM WE1GKT bQ t8 1 ME nmr. 4 area wits. �k0 a7 I IAI/R2I4 0,e A76 7 mu } U1122127122/4 satn6' Aa6 D ua 5.11 RHO BOLT DETAILS koTAT GUDEIDPM'DONI* MGM ISSUED FOR REAPPAOVAL D 13112019 ISSUED FOR FABRCA REF. DWG; E17 REV, DATE 0) DESCRIPTION BLUE STAR WELDING woi�c 6°5193 G GLUM RA.9R26D naaswnaHn,waNmo TDERTWAY, 7UAk7LA, B-B A -A ONE-CHANNEL-M9 811L OF I MATERAL QrI DESCRIPTIOW TH REMRXS GRflE IG ii Ggal a) MICH 0,4. LI.1/2111.1R11,4 0,71ir S1U1D1OIRE. 0 F F AS ST LEI BLUE STAR WELDING II 605B9 GUIDEBw22B MEAIDIANA;OAD ISIMIS04141/07,1M01210 aol NO PM OSL 24 B B A -A ONE - CHANNEL - Mb0 Nie 1 ELL OF MATERI DESCRIPTIONDESCRPflON LEGTiRE N10 1 2 4.41110 5,414 REF, DING: 00 Urfa PERM S9C91 OWN SID WOO 0 maalmswcom IMOD I SSOED FOR DUCAR DATE WOOLS (lIAO) *Me MR MR RAE. 4011440 400 ASTMI OAT Ut WON Or. If 440104 OWES: 000404 Ca VA DESCRIPTION il1111i BLUE STAR WELDING MI 16"B mmaiumwam,WIAA193R2r6 ME MAC* WWI iill MOE TITLF: 09/111R. PMEir MUSD( VCR FORT NM WO, RAMA RR WITCWOMSTAUT44.3440 DO MINERS ORDOTECT: CRFFT WHIM NR: HES 04(4 KR 04TDAI012010 FFELEErrw leicom, 0410 0 ONE-CHANNEL-M11 REF, DWG: E12 SURFACE MACON: SSPO•SP2 MATING DIME ituswq ASTM AS92 MR MIN Ail ItS,S: ASIR AM Cr. MGLIES & CANNES: MTh A36 HOLES: ill160 FOR REAPPRDVAL FABRICATION DESCRIPTION HGS JON HGS JON BY BLUE STAR WELDING ool() 605B9EGUIDEGMERID. wIANA98R202AD6 PHONE 3E0-391-7617,31,0-2011511 CHKD, RAWING TIT1E: CHANNEL 'PROJECT; KING LASIK 6700 FORT DENT WAY, TUKWILA, WA. IAROITTECT: 01AFT ARCHDECTs *DK AS PEA HAS SPAM: DU& DIA KKR OCI ENGINEERS DWN.: 1165 DATE: 10/18/2019 I PROJECT No.; ICHK: ION DATE; 10/1-11/2019 R170 DWG. No. REV. M11 A -A B-B REF, MG: EII ONE - CHANNEL - M12 DESCRIPTION BLUE STAR WELDING UEitMIK ` ELITEr Nli fl16 D inaabwowwm.m WING TIRE: CHANNEL TASK WY, N12 • Project Summary 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 General Info Project Title: King Lasik Shell e o . PA E li Project Street Address: 6700 Fort Dent Way 0 ilding Department Use '4 : 2. i:u2 This PROJ-SUM form shall be provided as a cover Project City, County, Zip: Renton, WA 98057 sheet for all compliance form Project Owner or Rep: Fort Dent Real Estate C ' Li oRP: ki: , a0 cAityl ' Project Description Select all that apply to the scope of project Select Addition + Existing or Alteration + Existing if the existing building will be combined with the addition or alteration to demonstrate compliance per Section C502.1 or C503.1. New Existing Building ,/ ID Construction and Additions New Building Lil Building Addition Lil Addition + Existing Building Retrofit Alteration Alteration + Existing Change in Space Conditioning Change of Occupancy Historic Building Elements Scope - Select all that apply All El Building Envelope El Mechanical Systems Service Hot Water Systems Lighting Systems Electrical Systems Occupancy Type All Commercial Q Group R - R2, R3, & R4 Q over 3 stories and all R1 Mixed Use - Building is greater than three stories above grade and it has both Commercial and Group R occupancies. Mixed Occupancy - Building is three stories or less above grade and it has both Commerical and Group R2, R3 or R4 occupancies. Select All Commercial to document compliance for the commercial areas of the building. The residential spaces shall comply with the WSEC Residential Provisions. Space Conditioning Categories Select all that apply to the scope of project E] Fully Conditioned El Semi-heated2 LJ Refrigerated Warehouse, Walk-in Cooler/Freezer, El Low Energy Space Category3 Refrigerated Display Casel Eligible Low Energy Spaces Unconditioned Low energy heating/cooling capacity Wireless service 0 Greenhouse4 El Equipment building equipment shelter Floor Area and Stories ors b FloadeAove Gr Building Gross Conditioned Floor Area Project Gross Conditioned Floor Area General Compliance Path 0 Prescriptive C Total Building Performance Prescriptive - Projects complying prescriptively shall demonstrate compliance with all applicable mandatory and prescriptve requirements of this code. Refer to C401.2, Item.l.for more information. Compliance forms to include with a Prescriptive submittal: All applicable ENV, LTG, MECH and C406. Total Building Performance - Projects complying via total building performance (TBP) shall include a summary of results from a whole building energy model per Section C407 and shall demonstrate compliance with all applicable mandatory provisions in this Code. Refer to Section C401.2, Item 2 for more information. Compliance forms to include with a TPB submital: PROJ-SUM, C406-SUM & C406-DETAIL, ENV-CHK, LTG- EXT, LTG-CHK, and all MECH forms (except MECH-ECONO). 4EVISION tq 01,Z.H ECEIVED CITYROF TUKWILA FEB 1.2 2020 PERMIT CENTER 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 Mechanical Summary Forrns for Commercial Buildings including R2 & R3 over 3 stories and all R1 MECH-SUM 2015 Washington State Energy Code Compliance Revised January 2017 Project Information Project Title: King Lasik Shell Date 2/12/2020 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Dept. Use Company Name: Evergreen Refrigeration Company Address: 727 South Kenyon St. Seattle, WA 98108 Applicant Name: Alex Burkhart Applicant Phone: 206-763-1744 ext. 247 Project Description Briefly describe mechanical systems in the text box provided El Total Bldg Performance (TBP) This path includes all mandatory provisions per C401.2 Option 2. MECH-SUM, MECH-CHK, and C407 Energy Analysis forms required. E] New Building E Building Addition Li Tenant Improvement 0 System Retrofit 11 No System Changes Installation of six (6) rooftop units, four (4) split system heat pumps, two (2) electric wall heaters, two (2) exhaust fans, ductwork, grilles/diffusers, and six (6) gas piping outlets. Design Load Calculations 1] Load calculation summary [I] MECH-LOAD-CALC Form Provide design load calculations for all mechanical systems and equipment serving the building heating, cooling or ventilating needs. If a load calculation summary is provided with the permit documents that includes all applicable compliance information then the MECH-LOAD-CALC form is not required. Mechanical Schedules L] Mechanical Plans El MECH-EQ Forms (TBD) Indicate location of equipment compliance information. If provided on plans then MECH-EQ forms are not required, however, include on plans all applicable compliance information listed in MECH-EQ tables. Dedicated Outdoor Air System Requirements and High Efficiency VAV Alternate rj] DOAS is required per C403.6 effective July 1, 2017 (office, retail, education, library and fire station occupancies) All occupied, conditioned areas shall be served by a DOAS that delivers required ventilation air in a manner that does not require space conditioning fan operation. Space conditioning fans cycled off when no heating or cooling is required. El Ventilation provided via natural ventilation per 2015 IMC in lieu of DOAS (C403.6, Exception 1) D Ventilation and space conditioning provided by a HEVAV system per C403.7 in lieu of DOAS (C403.6, Exception 2) [1] DOAS included in project, although not required (occupancy not office, retail, education, library or fire station) Li DOAS related allowances included in project: III Prescriptive vertical fenestration maximum area allowance increased to 40% per C402.4.1.4 with 100% of conditioned floor area in building served by DOAS. [1 Exception to air economizer per C403.3 Exception 1, include MECH-ECONO form. Fan Power [I] Project includes HVAC air distribution systems that provide heating and/or cooling If yes, provide a MECH-FANSYS -SUM form. r] For one or more systems, the total fan motor nameplate hp of all fans in HVAC system exceeds 5hp. If yes, provide a seperate MECH-FANSYS form for each HVAC system exceeding the 5 horsepower threshold. Refer to Section C403.2.11 and MECH-FANSYS-DOC for requirements and exceptions, HVAC Hydronic Systems [7: Hydronic chilled water Eri Water -loop heat pump 0 No hydronic systems 0 Hydronic heating water 1.] Geothermal C406 Additional Efficiency Options - Mechanical [11 C406.2 More efficient HVAC equipment and fan systems Requires 90% of heating and cooling capacity to be equipment listed in tables C403.2.3(1)-(9) or air -to -water heat pumps and heat recovery chillers. All equipment listed in tables C403.2.3(1)-(7) must be 15% more efficient than minimum requirements. All stand alone supply, return, and exhaust fans over 1hp must have FEQ ? 71 and must be selected within 10% of maximum total or static pressure, E] C406.6 Dedicated outdoor air system (DOAS) Requires 90% of conditioned floor area to be served by a DOAS per C403.6 that delivers required ventilation air in a manner that does not require space conditioning fan operation. [I] C406.7 Reduced energy in service water heating Requires 90% of floor area be in occupancy types listed in C406.7.1 and that 60% of annual hot water energy use be provided by heat pump, waste heat recovery or solar water -heating systems. 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 Mechanical Su ar , pg. 2 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 MECH-SUM Revised January 2017 Service Water Heating Systems Equipment Type (s) El] Hot water heating tank(s) 0 Dedicated boiler Distribution Type (s) 7 Circulation System 0 Instantaneous 7 No service water systems from space heat boiler or Heat exchange central hot water/steam 7 On -demand Commissioning Commissioning is required for: E Mechanical systems per C408.2 El Service water heating systems per C408.4 If required, commissioning shall be performed for all applicable systems regardless of individual equipment capacity. Exceptions to commissioning requirements: 0 Total output capacity of all mechanical space conditioning systems in the building do not exceed 240,000 Btu/h cooling or 300,000 Btu/h heating. Mechanical systems commissioning not required, [1 Capacity of largest service water heating system in building does not exceed 200,000 Btu/h. Service water heating systems commissioning not required. Low Energy and Semi -Heated Spaces (Note 6 and 7) Space Type Location in Plan(s) Space(s) Served Area Served, square feet Heating Capacity, Btu/h (Note 4) Cooling Capacity, Btu/h (Note 5) Peak Space Conditioning Capacity, Btu/h-sf Compliance Check Notes Note 4 - Provide total installed heating output capacity of systems serving Low Energy or Semi -Heated space(s) in btuh. Note 5 - Provide total installed cooling capacity of system serving Low Energy space(s) in Btu/h. Not allowed for semi -heated spaces. Enter 0 if no cooling. Note 6 - Refer to Section C402.1.1 Low Energy Building. Intelled peak space conditioning capacity, heating or cooling, may not exceed 3.4 Btu/h"sf. Note 7 - Refer to Section C402.1.1.1 and Semi -Heated Space definition in Chapter 2. Total heating output capacity may not exceed 8 Btu/h`sf. Only systems without electric resistance heating and no cooling are eligible for the wall insulation exception under semi -heated. 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 1 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King Lasik Shell Date 2/12/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes Equipment - Sizing, Performance and Type N/A C403.1 Exempt process equipment Identify equipment to be used in manufacturing, industrial or commercial processes that do not provide space conditioning; identify provisions applicable to this equipment per C403.1 exception NA C403.2.1 Load calculations Provide load calculations performed per ASHRAE Std 183 or equivalent, using design parameters per C302 and Appendix C; include load adjustments to account for energy recovery NA 0403.2.2 Equipment and system . . sizing Indicate that output capacities of heating and cooling equipment and systems are no greater than the smallest available equipment size that exceeds the calculated loads; note exceptions taken Yes C403.2.3 C403.2.3.2 C403.2.13.1 HVAC equipment performance requirements (efficiency) Provide equipment schedules on plans or complete MECH-E0 forms indicating type, capacity, rated and WSEC minimum efficiencies for all heating and cooling equipment; include supply and OSA cfms and operating hours for all air systems; identify heating and cooling equipment that does not have a corresponding WSEC minimum efficiency (manufacturer rated) M001 N/A C405.8 C403.2.14 Electric motor efficiency List all motors z 1/12 hp (that are not integral to a rated piece of equipment) in the mechanical or electrical equipment schedules on plans; indicate hp, rpm, number of poles and rated efficiency, or exception applied For fractional hp motors (1/12 - 1 hp), indicate whether they are an electronically commutated motor, have rated efficiency of at least 70%, or exception taken N/A C403.2.11.1 Fan power limitation For all HVAC fan systems that provide heating and / or cooling, provide system total nameplate hp in MECH-FANSYS-SUM form For all applicable HVAC systems with total fan motor hp > 5hp, verify fan system motor hp or bhp complies with fan power limits per equations in Table C403.2.11.1(1), provide MECH- FANSYS form for each system N/A C403.2.11.2 Motor nameplate hp For all applicable HVAC systems with total fan motor hp > 5hp, indicate fan motors specified are the smallest available motor hp size greater than fan bhp, note exceptions taken N/A 0403.2.11.3 Fan efficiency For all applicable HVAC systems with total fan motor hp > 5hp, identify in equipment schedule all fans required to comply with fan efficiency grade and indicate rated FEG is ? 67, or exception taken; indicate these fans are sized so total efficiency is within 15% of the fan maximum total efficiency N/A C403.2.11.4 Group R occupancy exhaust fan efficacy For all exhaust fans < 400 cfm in Group R occupancies, indicate in equipment schedule the fan flow rate and efficacy (cfm/watt), or exception taken; refer to Table C403.2.11.4 (CE-57) N/A 0403.2.13 Variable flow capacity - fans For fan motors z 7.5 hp, indicate method of variable flow control (VSD or equivalent method) in equipment schedule, or exception taken; for equivalent method for an HVAC system refer to HVAC System Controls for additional requirements N/A C403.2.3 Maximum air cooled chiller capacity For chilled water plants and buildings with > 500 tons of cooling capacity, indicate air-cooled chiller capacity is s 100 tons, or exception taken N/A 0403.4 Large capacity cooling systems For buildings with ?. 300 tons of cooling capacity, indicate method of multi -stage or variable capacity control (VSD, multiple staged compressors, or max capacity of any single unit < 66% of the total) N/A 0403.2.3.1 Non-standard water-cooled centrifugal chillers For water-cooled centrifugal chillers not designed for operation at standard conditions, provide calculations documenting maximum full load and part load rated equipment performance requirements N/A C403.2.13.1 C403.4.3.2 Centrifugal fan open -circuit cooling towers For open -circuit centrifugal fan cooling towers with z 1,100 gpm capacity, indicate cooling towers comply with efficiency requirements for axial fan open circuit cooling towers N/A C403.4.2 C403.4.2.5 Large capacity boiler systems For single boilers with > 500,000 Btu/h capacity, indicate multi -stage or modulating burner For boiler system (single or multiple) with > 1,000,000 Btu/h capacity, indicate turndown ratio per Table 0403.4.2.5 and method (multiple single input boilers, modulating boilers, or combination) N/A C403.2.13 Variable flow capacity - pumps For pump motors z 7.5 hp, indicate method of variable flow control (VSD or equivalent method) in equipment schedule, or exception taken; for equivalent method for a hydronic system refer to Hydronic System Controls for additional requirements N/A 0403.2.3 Gas and oil -fired forced air furnace and unit heaters For forced air furnaces with capacity ? 225,000 Btu/h and all unit heaters, indicate in equipment schedule intermittent ignition or IID, flue or draft damper, and rated jacket loss N/A 0403.2.4.8 Combustion heating equipment For combustion heating equipment with output capacity > 225,000 Btu/h, indicate modulating or staged combustion control N/A 0403.2.3.3 Packaged electric heating / cooling equipment Verify all packaged electric equipment with > 6,000 Btu/h cooling capacity and any amount of heating is a heat pump; include in equipment schedules N/A 0403.2.12 Heating outside a building Indicate systems providing heating in non -enclosed outdoor occupied spaces are radiant systems; refer to HVAC System Controls for additional requirements N/A 0403.2.7.1 Kitchen exhaust hoods Indicate on plans the type, duty and exhaust air rate of each kitchen hood, refer to HVAC System Controls for additional requirements Yes 0403.2.4.3 Outdoor supply air, exhaust and relief dampers Indicate locations of OSA intake, and exhaust and relief outlet dampers on plans; indicate whether dampers are Class 1 motorized, or gravity and exception taken (include leakage rating, cfm/sf); refer to HVAC System Controls for additional requirements for OSA dampers M201 Yes C403.2.4.3 Retum air dampers Indicate locations of return air dampers that are integral to economizer operation; verify dampers are motorized; indicate whether dampers are Class 1, or within packaged equipment eligible for leakage rating exception (include leakage rating, cfm/sf) 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 2017 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State EnergyCode Compliance Forms for Commercial Buildin s includingR2 & R3 over 3 stories and all R1 Revised January2017 Project Title: King Lasik Shell Date 2/12/2 02 0 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes N/A C403.2.4.3 Stairway and shaft vent dampers Indicate location of stairway and shaft vent dampers on plans; verify dampers are Class 1 motorized; refer to HVAC System Controls for additional requirements N/A C403.2.4.4 Zone isolation dampers For systems serving areas > 25,000 sf or spanning more than one floor, that include areas that are expected to be occupied non -simultaneously; identify isolation zone areas on plans and locations of associated isolation dampers in HVAC distribution system; refer to HVAC System Controls for additional requirements N/A C403.2.3.4 Humidification For cooling systems with humidification equipment that are also required to have air economizer, indicate humidifier is adiabatic (direct evaporative or fog atomization), or exception taken Additional Efficiency Package Option, More Efficient HVAC Equipment & Fan Performance - Must comply with all 3 provisions to be eligible N/A C406.2.1 C403.2.3 HVAC system selection To comply with additional efficiency package option, calculate the percentage of heating and cooling equipment in the project (based on output capacity) that do not have a corresponding WSEC listed efficiency; shall be less than 10% to comply N/A C406,2.2 C403.2.3 Minimum equipment efficiency To comply with additional efficiency package option, indicate that all listed heating and cooling equipment have a rated efficiency that exceeds WSEC listed efficiency by at least 15% N/A C406.2.3 C403.2.11.3 Minimum fan efficiency To comply with additional efficiency package option, indicate rated FEG of stand alone fans is 71; indicate these fans are sized so the fan efficiency at design conditions is within 10°/iii of the maximum total or static efficiency HVAC System Controls Yes C403.2.4.1 Thermostatic controls (thermostats and humidistats) Indicate locations of therrnostatic and humidity control devices and the zones they serve on plans, including perimeter system zones Where adjacent (neighboring) zones are controlled by separate thermostats (including perimeter systems used to offset heat gain or loss), and are connected by permanent openings > 10% of either zone sf area, indicate controls configured to prevent adjacent zones from operating in conflicting modes (one in heat, other in cool); applies to adjacent perimeter zones, adjacent nonperimeter zones, and adjacent perimeter and nonperimeter zones M201 If applying Exception 2 to nonperimeter zones adjacent to perimeter zones, indicate that setpoints and deadband settings in these zones are coordinated so cooling in a nonperimeter zone does not occur until the temperature in that zone is 5°F higher than the adjacent perimeter zone temperature in heating C403.2.4.1.1 Heat pump supplementary heat Indicate staged heating operation with compression as the first stage of heating and supplemental heating controlled wtth outdoor lock -out temperature set to 40°F or less Yes C403.2,4.1.2 Deadband Indicate zone thermostatic controls contigured with 5°F minimum deadband for systems that control both heating and cooling M001 Yes C403.2.4.1.3 Setpoint overlap restriction (thermostats) If separate heating and cooling systems with separate thermostatic control devices are used to serve a zone, indicate locations of both thermostatic control devices and the zone they serve on plans M001 Indicate a limit switch, mechanical stop or DDC control with programming to prevent simultaneous heating and cooling Yes C403.2.4.2 C403.2.4.2.1 C403.2.4.2.2 Automatic setback and shutdown Indicate zone thermostatic controls configured with required automatic setback and manual override functions, setback temperatures, and control method (automatic time clock or programmable controls); note exceptions taken M001 Yes C403.2.4.2.3 Automatic (optimum) start Indicate system controls that adjust equipment start time required to bring each area served up to design temperature just prior to scheduled occupancy M001 Yes 0403.2.4.3 Outdoor supply air dampers Indicate automatic controls configured to close OSA damper during unoccupied equipment operation; not including economizer cooling, night flush or IMC required OSA / exhaust M001 N/A 0403.2.4.3 Stairway and shaft vent dampers Indicate method of activation of stairway and shaft vent dampers (fire alarm or interruption of power) N/A C403.2.4.4 Zone isolation controls For systems serving areas > 25,000 sf or spanning more than one floor, that include areas that are expected to be occupied non -simultaneously; indicate controls that allow for independent space conditioning of isolation zones; or exception taken N/A C403.2.12 Heating outside a building Indicate occupancy sensing or timer switch controls configured to automatically shut off heating system when area served is unoccupied N/A C403.2.4.5 Snow melt systems Indicate automatic controls configured to shut off system when pavement temperature exceeds 50°F and no precipitation is falling, and when outdoor air temperature exceeds 40°F N/A C403.2.4.6 Freeze protection system controls Indicate automatic controls to shut off system when outdoor temperature exceeds 40°F, or conditions protect fluid from freezing N/A C403.2.4.9 Group R1 hotel / motel guest rooms For hotels and motels with over 50 guest rooms, indicate automatic controls serving guest rooms that are capable of setback (heating) and set-up (cooling) of temperature setpoint by at least 5°F; indicate control method - activated by room entry or occupancy sensor 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 3 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King Lasik Shell Date 2/12/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes N/A C403 2 4 10 C403.2.4.11 Group R2 / R3 dwelling units, Group R2 sleeping units For primary space conditioning system, indicate 5-2 programmable thermostats capable of two setback periods per day; for all thermostats indicate purpose (heating only, cooling only, or both), required temperature range and at minimum a 10°F deadband; or exception taken Yes C403.2.6 C403.2.11,4 Ventilation Indicate method of ventilation air delivery (natural or mechanical) for each zone If mechanically delivered, indicate that systems are configured to provide not more than 150% of, but at least the minimum required volume of outdoor air to each zone per IMC, ASHRAE 62.1 or other applicable code (WAC, OSHA, etc); or exception taken M001 If delivered via natural ventilation, identify required elements per IMC including minimum openable area to the outdoors or qualifying adjoining spaces N/A C403.2.6.2 Demand controlled ventilation Identify spaces > 500 sf with occupant load > 25 people/1,000 sf per IMC; for each space indicate whether it is served by an HVAC system with total design OSA > 3,000 cfm, and / or the system has airside economizer or automatic modulating OSA damper; indicate OSA controls are configured to provide demand controlled ventilation or provide supporting documentation for applied exception N/A C403.2.6.3 Occupancy sensors For gyms, classrooms, auditoriums and conference rooms > 500 sf, indicate occupancy -based OSA control when space is unoccupied and method (closes OSA damper or shuts -off equipment); or alternate means provided to automatically reduce OSA when space is partially occupied N/A C403.2.6.4 C403.2.6.4.1 Enclosed loading dock ventilation For enclosed loading docks, indicate ventilation / exhaust system method of activation (gas detection system for CO and NO2, or occupancy sensors), and control method (staged or modulating) N/A C403.2.6.4 C403.2.6.4.2 Enclosed parking garage ventilation For enclosed parking garages, indicate ventilation / exhaust system activated by gas detection system for CO and NO2, and control method (staged or modulating); or exception taken N/A C403.2.7.1 Kitchen exhaust hoods Provide calculations that show a balanced accounting of total kitchen exhaust (include all hoods) with % of: supply air, transfer air from adjacent spaces, and make-up air; if applicable, indicate that direct make-up air to each hood does not exceed 10% of hood exhaust For kitchens with total hood exhaust exceeding 2,000 cfm, indicate exhaust air rate per Table C403.2.7.1 and compliance method (DCV, energy recovery, or transfer air that would otherwise be exhausted) N/A C403.2,7.2 Laboratory exhaust systems Refer to Systems Requiring Energy Recovery for requirements N/A C403.2.13 Variable flow capacity - HVAC system fans For HVAC fan motors a: 7.5 hp, indicate method of variable flow control (VSD, or equivalent control method that reduces design air volume by 50% at 1/3 static design pressure); note exception taken N/A C403.3.1 DX air handler variable cooling control (Under Integrated Economizer) For DX air handlers with economizer and cooling capacity >_ 65,000 Btu/h, indicate number of cooling stages provided and method (multiple compressors and / or variable speed compressors); indicate minimum displacement (capacity reduction) as % of full load Indicate control method (cooling capacity controlled in response to space temperature, space temperature controlled by modulating supply airflow, or both) N/A C403.2.11.5 Fan airflow control For DX air handling units with cooling capacity y 65,000 Btu/h and evaporative and chilled water air handling units with fan ? 0.25 hp, indicate whether system is single zone or multiple zone and related control method (cooling capacity controlled in response to space temperature, space temperature is controlled by modulating supply airflow, or both) For mechanical cooling systems (includes DX and chilled water coils) that control cooling capacity in response to space temperature - Provide a minimum of two stages of fan control; indicate minimum fan speed is <_ 66% of full speed drawing <_ 40% of full speed fan power during periods of low cooling or ventilation only For other mechanical cooling systems (includes DX and chilled water coils) that control space temperature by modulating airflow (in lieu of, or in addition to, controlling capacity in response to space temperature) - Provide fan controls for modulating supply airflow; indicate minimum fan speed is <_ 50% of full speed drawing <_ 30% of full speed fan power during periods of low cooling or ventilation only; or exception taken N/A C403.2.4.12 DDC system capabilities Provide central and zone level DDC controls as required based on system application, capacity or size thresholds and other qualification per Table C403.2.4.12.1 Identify all DDC system input / output control points; indicate capability for trending and graphical display Ducting Systems Yes C403.2.8.1 C403.2.8.3 Duct construction Indicate on plans that all ductwork is constructed and sealed per IMC M001 For OSA ductwork, also indicate on plans that ductwork meets air leakage requirements per C402.5 and vapor retarder requirements per the IBC N/A C403.2.8.3 Duct pressure classifications Identify location of low, medium and high pressure ductwork on plans N/A C403.2.8.3.3 High pressure duct leakage test Indicate high pressure duct leakage testing requirements on plans; provide test results to jurisdiction when completed 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 4 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King Lasik Shell Date 2/12/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes Yes C403.2.8.1 C403.2.8.2 Duct insulation For supply and return ductwork located in unconditioned space or outdoors, indicate R-value of insulation on ductwork on plans; identify climate zone; note exceptions taken For supply ductwork located in conditioned space, identify if design supply temperature is < 55°F or > 105°F and indicate R-value of insulation on this ductwork on plans; note exception taken M001 For OSA ductwork, shafts and plenums, indicate R-value of insulation on these elements on plans per Table C402.1.3 for steel -framed walls; note exception taken Piping Systems N/A C403.2.9 Piping insulation Indicate design temperature range of fluid conveyed in piping and thickness of insulation (in inches) on hydronic piping plans; or exception taken N/A C403.2.9.1 Piping insulation exposed to weather Indicate method of protection of pipe insulation from damage / degradation on hydronic piping plans Economizers Yes C403.3 Air economizer required Identify in equipment schedules on plans or in MECH-EQ forms all cooling systems requiring air economizer controls M001 Provide MECH-ECONO form indicating systems utilizing air economizer exceptions, including those with water -side economizer in lieu of air economizer; indicate on plans eligible exception(s) taken and measures to comply with exception(s) Yes C403.3.1 Integrated economizer operation - air and water Indicate air and water -side economizers are configured for partial cooling operation even where additional mechanical cooling is required to meet the load M001 Yes C403.3.2 Economizer heating system impact - air and water Verify control method of HVAC systems with economizers does not increase building heating energy usage during normal operation M001 Yes C403.3.3.1 Air economizer capacity Indicate modulating OSA and return air dampers are configured to provide up to 100% OSA for cooling M001 Yes C403.3.1 C403.3.3.2 Integrated air economizer Verify mechanical cooling controls are interlocked with air economizer controls so the outside air damper remains in 100% open position when mechanical cooling is also required to meet the cooling Toad, until the leaving air temperature is < 45°F M001 For systems with cooling capacity >_ 65,000 Btu/h, verify that control of economizer dampers is not based only on mixed air temperature; or exception taken Yes C403.3.3.3 Air economizer high limit controls Indicate high limit shut-off control method and required high limit per Table C403.3.3.3 M001 N/A C403.3.4.1 Water economizer capacity For eligible systems where water -side economizer may be provided in lieu of air economizer, indicate system is capable of 100% design cooling capacity at 50°F db / 45°F wb OSA temperatures N/A C403.3.4.2 Water economizer maximum pressure drop Indicate pressure drop across precooling coils and heat exchangers in water economizer system do not exceed pressure drop limit N/A C403.3.1 DX air handling equipment control For DX air handlers with economizer and cooling capacity >_ 65,000 Btu/h, refer to HVAC System Controls for requirements N/A C403.2.4.7 DX equipment economizer fault detection and diagnostics For DX air handlers with economizer and cooling capacity >_ 54,000 Btu/h, provide a fault detection and diagnostics (FDD) system to monitor economizer system operation and report faults Systems Requiring Energy Recovery N/A C403.5.1 Energy recovery (ER) ventilation / exhaust systems For systems with design OSA > 5,000 cfm, or design supply air cfm and % OSA exceeding the values in Tables C403.5.1(1) or (2), indicate exhaust air ER method; or exception taken with supporting calculations For rooms served by multiple systems with aggregate design OSA > 5,000 cfm, or aggregate design supply air cfm and % OSA exceeding the values in Tables C403.5.1(1) or (2), indicate exhaust air ER method; or exception taken with supporting calculations Indicate ER rated effectiveness that increases OSA enthalpy by >_ 50% based on delta between OSA and return air enthalpies at design conditions N/A C403.2.7.2 Laboratory exhaust systems (energy recovery) For buildings with total lab exhaust > 5,000 cfm, indicate method of energy recovery used to pre -condition laboratory make-up air; ER effectiveness (min 25°F); or alternative method per exception (VAV exhaust, semi -conditioned makeup, or CERM calculation) N/A C404.10.4 (under C404.11) Pools and permanent spas exhaust systems (energy recovery) For buildings with pools or spas with water surface area > 200 sf, indicate exhaust air ER method and use of waste heat (preheat ventilation air, pool water or service hot water); or exception taken Indicate ER system has the rated effectiveness and is configured to decrease the exhaust air temperature at design conditions by >_ 36°F N/A C403.5.2 Energy recovery - steam condensate systems For buildings with on -site steam heating systems, indicate condensate water ER For buildings that use off -site generated steam where condensate is not returned to the source, indicate on -site condensate water ER 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all RI - Page 5017 Mechanical Permit Plans Checklist MECH-CHK hinaton Stale Enerov Code Comoliance Forms for Commercial Buildings includinQ R2 & R3 over 3 stories and all RI Revised Januarv2017 Project Title: King Lasik Shell Date 2 /12/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington Slate Energy Code, Commercial Provisions, Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes N/A C403.5.3 Energy recovery - cooler / freezer condensers For buildings with food service, meat or deli departments that have a 500,000 Btu/h of remote refrigeration capacity for coolers / freezers, indicate condenser ER and use of captured energy (service water heating, space heating, or dehumidification reheating) For buildings with ? 40,000 sf conditioned floor area and with ?. 1,000,000 Btu/h of remote refrigeration capacity for coolers / freezers, indicate condenser ER and use of captured energy for service water heating and also for space heating, or dehumidification reheating N/A C403.5.4 Energy recovery - condenser systems For buildings with 24-hour operation and with > 1,500,000 Btu/h of heat rejection capacity and design service hot water load > 250,000 Btu/h, indicate condenser ER to pre -heat service water; or exception taken. Provide calculations showing the amount of recovered heat that is utilized (60% of peak heat rejection load or pre -heat service water to 85°F). Hydronic System Controls N/A C403,2,13 C403.4.2.7 Variable flow control - hydronic system pumps For hydronic system pump motors ? 7.5 hp, indicate method of variable flow control (VSD or equivalent method that requires ? 30% design wattage at 50% design fluid flow); note exception taken Identify whether hydronic coils have DDC controls and associated manner of pump speed control (differential pressure, zone hydronic demand, etc) N/A C403.2.5 C403.4.2.4 Hydronic system setback and part load controls For boilers that provide building heating, indicate controls that provide heating water temperature setback based on outdoor temperature For heating and chilled water systems ? 300,000 Btu/h, indicate systems are configured to automatically reset supply water temperature based upon demand; or exception taken. If system pump motor hp ? 3 hp, also indicate controls automatically reduce flow by a 50%. For chilled water systems (? 300,000 Btu/h, pump motor hp ?. 3 hp) that serve water-cooled unitary air conditioners, indicate VSD or staged pumps in chilled water system and heat rejection loop that reduce pump flow so that one control valve is nearly wide open, or to maintain a minimum differential pressure; or exception taken N/A C403.4.2 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers N/A 0403.4.6 Hot gas bypass limitation For cooling equipment with hot gas bypass, provide either multiple step unloading or continuous capacity modulation; indicate bypass capacity per Table 0403.4.6 N/A 0403.4.2.2 Two -pipe changeover systems Indicate changeover deadband (min 15°F), heating / cooling mode scheduling and changeover temperature range (limit 30°F) N/A 0403.4.2.6 Chiller / boiler plant pump isolation Indicate controls are configured to automatically reduce overall plant flow and shut-off flow through individual chillers and boilers when not in use N/A C403.2.13.1.1 C403.4,3.1.1 C403.4.3.1.2 Heat rejection equipment - variable flow control For cooling towers with fan motors ? 7.5 hp, indicate VSD and method to adjust fan speed (adjusted based on leaving fluid temperature or condenser temperature / pressure of heat rejection device) For multiple -cell heat rejection equipment with VSD, indicate controls that ramp all fans in unison N/A 0403.4.3.3 Heat rejection equipment - cooling tower flow turndown Indicate open -circuit cooling towers with multiple pumps or VSD control are designed so all cells can be run in parallel N/A C403.4.2.3.1 Water loop heat pump - deadband Indicate capability of central equipment to provide minimum 20°F water supply temperature deadband between heat rejection and heat addition modes; or exception taken N/A C403.4.2.3.2.1 Water loop heat pump - heat rejection equipment, Zone 4 Indicate type of cooling tower (open- or closed-circuit) in equipment schedule; indicate method used to limit system heat loss when heat rejection is not needed N/A C403.4.2.3.2.2 Water loop heat pump - heat rejection equipment, Zone 5 For open- or closed-circuit cooling towers, provide a heat exchanger that separates the cooling tower and heat pump loop N/A C403.4.2.3.3 Water loop heat pump - isolation valves For hydronic heat pump systems with total system power > 10 hp, indicate 2-way isolation valves on each heat pump and variable flow system control Dedicated Outdoor Air Systems (DOAS) - Optional through 6/30/16, Prescriptive 7/1/2016 NA C403.6 C403.6.3 Dedicated outdoor air systems For buildings with office, retail, education, library and fire station spaces, identify these spaces on plans; indicate that ventilation air in each occupied space is provided via a DOAS system; or document compliance with C403.6.3 Impracticality; or exception taken (buildings complying with 0402.4.1.4 or 0406.6 may not utilize exceptions) N/A C403.6.1 Energy recovery ventilation with DOAS For all DOAS systems, indicate exhaust air ER method; or exception taken with supporting calculations, Indicate ER rated effectiveness that increases OSA enthalpy by z 50% based on delta between OSA and return air enthalpies at design conditions. N/A C403.6.2 Heating / cooling system controls with DOAS Indicate equipment associated with the delivery of zone level heating and cooling (fans, hydronic pumps, primary air dampers, etc) are configured to shut off, and central equipment is configured to turn down, when there is no call for heating or cooling in the zone they serve If applying Exception to heating / cooling fans used for air mixing in the space during deadband periods, include fan watts per cfm in equipment schedule 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 6 of 7 Mechanical Permit Plans Checklist MECH-CHK Washington State Energy Code Compliance Forms for Commercial Buitdings including R2 8 R3 over 3 stories and all R1 Revised January 2017 Project Title: King Lasik Shell Date 2/12/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes N/A C402.4.1.4 C403.6 Increased prescriptive maximum vertical fenestration area with DOAS Indicate that all occupied, conditioned spaces are served by a DOAS per C403.6 Additional Efficiency Package Option, Dedicated Outside Air Systems (DOAS) N/A C406.6 Building provided with DOAS To comply with additional efficiency package option, indicate that 90% or more of all occupied, conditioned spaces are served by a DOAS per C403.6 _ Multiple Zone Air Systems N/A C403.4.4 Air systems serving multiple zones Identity supply air systems serving multiple zones and the zones they serve on plans; indicate whether system is VAV and method of primary air control; or provide supporting documentation for applied exception to VAV N/A C403.4.4 VAV systems serving multiple zones Provide equipment schedules on plans or MECH-EQ form that list all VAV air terminals and types For each air terminal include: maximum airflow rates for primary supplyair during zone peak heating and zone peak cooling; maximum airfbw during reheating, retooling or mixing; minimum airflow rate to maintain required ventilation, and the basis for these values; it IMC or ASHRAE 62.1 multiple zone equation is basis for minimum flow rates, provide calculation on plans N/A C403.4.4.1 Single duct VAV terminal units Indicate single duct terminal units are configured to reduce primary supply air before reheating or retooling N/A C403.4.4.2 Dual duct systems - terminal units For systems with separate warm air and cool air ducts, indicate terminal units are configured to reduce the flow from one duct to minimum before mixing with air from the other duct N/A C403.4.1.1 C403.4.1.2 VAV system static pressure sensors - sensors and DDC set points Indicate locations of duct static pressure sensors on plans; include at least one sensor per major duct branch; verify controller setpoint pressure at each sensor is 5 1.2 inch w.g. For systems with zone level DDC, indicate controls are configured to monitor zone damper positions and reset static pressure setpoint based on the zone requiring most pressure; include control logic that automatically detects and generates an alarm if any zone excessively drives reset logic, and allows building operators to exclude zones from reset logic N/A C403.4.4.3 Multiple -zone VAV system ventilation optimization controls For systems with zone level DDC controls, indicate controls are configured to automatically reduce outdoor airflow in response to changes in system ventilation efficiency; or exception taken N/A Multiple Zone C403.4.4.4 VAV system supply air reset Indicate controls automatically reset supply air temperature in response to building loads or outdoor air temperature; or exception taken HVAC Systems, High Efficiency VAV - Required for systems utilizing C403.6 DOAS Exception 2, must comply with all 16 provisions N/A C403.7, Item 1 Air economizer Indicate system is configured for 100% air economizer operation and complies with all related economizer requirements per C403.3 (without economizer exceptions) N/A C403.7, Item 2 Direct digital controls (DDC) Provide DDC controls for all components of system; identify all DDC system input / output control points; indicate capability for trending and graphical display N/A C403.7, Item 3 Outdoor airflow measurement and reduction For systems with minimum OSA > 2,500 cfm, indicate outdoor airflow monitoring station that measures OSA intake under all load conditions; indicate control sequence that increases or reduces system OSA cfm based on VAV terminal feedback of ventilation efficiency (per C403.4.4.3 without exceptions) or DCV (per C403.2.6,2) N/A C403.7, Item 4 Supply airflow measurement For systems with minimum OSA > 2,500 cfm, indicate supply airflow monitoring station capable of measuring supply air delivered to VAV terminals under all bad conditions N/A C403.7, Item 5 Zone isolation and maximum area served Verity maximum area served by a single HEVAV system is 5 50,000 sf, or one entire floor, whichever is greater; in addition if a system serves > 25,000 sf, that includes areas that are expected to be occupied non -simultaneously, indicate zone isolation controls per C403.2.4,4 N/A C403.7, Item 6 Interior / exterior zone design supply air temperature Verity that VAV terminals serving interior cooling driven loads are sized per design supply air temperature that is 5°F higher than VAV terminals serving exterior zones N/A C403.7, Item 7 Maximum air terminal inlet velocity Identity air terminals with minimum primary airflow setpoints > 50% of maximum setpoint in equipment schedule or MECH-EQ form; indicate air terminal inlet velocity does not exceed 900 fpm N/A C403.7, Item 8 Sequence of operation Indicate DDC system sequences of operation are designed and configured per ASHRAE GPC 36 N/A C403.7, Item 9 Maximum allowable system brake horsepower Verify fan system bhp is 5 90% of the bhp limit per Option 2 equation in Table C403.2.11.1(1), provide MECH-FANSYS form for each system N/A C403.7, Item 10 Fan -powered terminal unit motor and control Indicate all series and parallel terminal fans have electronically commutated motors; indicate DDC control system is configured to vary air terminal fan speed as a function of the load; indicate fan speed during periods of low heating, low cooling, or ventilation only is 5 66% of peak design air flow or provide supporting documentation for applied exception 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 7 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State EnergyCode Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January2017 Project Title: King Lasik Shell Date 2/12/2020 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes N/A C403.7, Item 11 Application of single duct and fan -powered terminal units Indicate VAV terminal types on plans; verify fan -powered terminal units only serve perimeter zones with envelope loads; verify all other zones are served by single duct terminal units N/A C403.7, Item 12 Fan -powered terminal unit primary air reset Indicate DDC controls are configured to automatically reset the primary supply air cfm setpoint of all fan -powered terminal units to the minimum required to maintain ventilation during occupied heating or deadband, based upon the VAV air handling unit OSA ventilation fraction N/A C403.7, Item 13 High occupancy space controls For spaces > 150 sf with occupant density ?.: 25 people / 1000 sf, indicate space is served by a dedicated terminal unit with DCV control that resets terminal unit ventilation setpoint; also indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by 5°F N/A C403.7, Item 14 Dedicated HVAC systems For server, electronic equipment, telecom or similar spaces with cooling loads > 5 W/sf, indicate spaces are served by independent HVAC systems that are separate from HPVAV systems serving rest of building; indicate dedicated HVAC systems have air economizer controls or energy recovery per C403.3 Exception 9 N/A C403.7, Item 15 Central plant efficiency Indicate whether systems are served by a high efficiency heating water plant, or a high efficiency chilled water plant If complying via high efficiency heating water plant: Indicate all VAV terminals have hydronic heating coils served by heating water system with either gas -fired boiler(s) with thermal efficiency 90%, air -to -water heat pumps, or heat recovery chillers If complying via high efficiency chilled water plant: Indicate all VAV air handlers have cooling coils served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least 25% per Table C403.2.3(7) (note water-cooled IPLV is max, all others are min); indicate smallest chiller or compressor in plant is 5. 20% of total plant capacity, or provide thermal storage sized for 5 20% of total plant capacity N/A C403.7, Item 16 Fault detection and diagnostics Indicate DDC system includes a fault detection and diagnostics (FDD) system configured to monitor operation and provide fault reporting of required parameters for all VAV air handlers and VAV air terminal units in the HPVAV system HVAC Equipment Energy Use Metering N/A Documentation C409.3.1 HVAC equipment energy use metering For new buildings > 50,000 sf and building additions > 25,000 sf, verify energy use metering of all equipment used to provide space heating and cooling, dehumidification and ventilation will be provided per C409; indicate equipment eligible for exception and System Specific Requirement To Support Commissioning Yes C4082 Scope of mechanical systems commissioning Indicate that all mechanical systems, equipment, and controls for which the WSEC requires control functions and / or configuration to perform specific functions are required to be commissioned; M001 For buildings with 240,000 Btu/h total output cooling capacity or 300,000 Btu/h total output heating capacity, indicate that all mechanical systems regardless of individual capacity are required to be commissioned; or provide building heating / cooling capacity calculation demonstrating eligibility for exception C403.2.10 C408.1.1 C408.1.2 C408.1.4.2 C103.6 Commissioning requirements in construction documents Indicate in plans and specifications that Cx per C408 is required for all applicable mechanical systems; Yes Include general summary with at a minimum of Items 1 thru 4 of the Cx plan per C408.1.2 including: narrative description of activities, responsibilities of the Cx team, schedule of activities including verification of project close out documentation per C103.6, and conflict of interest plan (if required); M001 Include in general summary that a Cx project report or Compliance Checklist (Figure C408.1.4.2) shall be completed by the Certified Cx Professional and provided to the owner prior to the final mechanical inspection. Yes C408.2.2 Air system and hydronic system balancing Indicate in plans that air and fluid flow rates shall be tested and balanced within the tolerances defined in the specifications; indicate systems shall be balanced in a manner to first minimize throttling losses, then adjusted to meet design flow conditions M001 Yes C408.2.2.1 Air system balancing devices Indicate devices that provide the capability to balance all supply air outlets, zone terminals and air handling equipment requiring system balancing M001 N/A C408.2.2.2 Hydronic system balancing devices Indicate devices that provide the capability to isolate, balance and measure flow across all hydronic equipment requiring system balancing including heating and cooling coils and pumps Yes C408.2.3 Functional performance testing criteria Identify in plans and specifications the intended operation of all equipment and controls during all modes of operation, including interfacing between new and existing -to -remain systems M001 Project Close Out Documentation Yes C103.6 Documentation and project close out submittal requirements Indicate in plans that project close out documentation and training of building operations personnel is required for all mechanical components, equipment and systems governed by this code; indicate close out documentation shall include: record documents, O&M manuals, applicable WSEC compliance forms and calculations M001 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 Mechanical Fan System Power Allowance MECH-FANSYS-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings includingR2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King Lasik Shell , Date 2/12/2020 For Building Dept. Use HVAC Air Distribution System Schedule List all HVAC systems that have the capability to provide heating and/or cooling to the spaces they serve. System or Primary Supply Fan ID Speed Control (Note 1) Description (Note 2) System Total Nameplate HP (Note 3) Fan Power Calculation Required (Note 4) RTU-1 CV Rooftop packaged heating/cooling unit 2 No RTU-2 CV Rooftop packaged heating/cooling unit 2 No RTU-3 CV Rooftop packaged heating/cooling unit 2 No RTU-4 CV Rooftop packaged heating/cooling unit 2 No RTU-5 CV Rooftop packaged heating/cooling unit 2 No RTU-6 CV Rooftop packaged heating/cooling unit 1 No AHU-1 CV Split system heat pump indoor unit 1 No AHU-2 CV Split system heat pump indoor unit 1 No AHU-3 CV Split system heat pump indoor unit 1 No IU-1 CV Split system heat pump indoor unit 0.33 No .,... Note 1 - Constant Volume (CV), Variable Air Volume (VAV), or Hospital/Lab CV system that qualifies for VAV budget per C403.2.11.1 Exception 1. Sing e zone VAV systems shall comply as CV. Note 2 - Describe system type and list all fans (or groups of fans) associated with the delivery and removal of conditioned air by the system. Include all supply, retum/relief, exhaust and exhaust hoods (>1 hp), make-up air, dedicated outside air (DOAS), booster fans, and series fan -powered terminals. VAV parallel fan -powered terminals and economizer relief fans do not need to be included if the fans do not operate at peak conditions. Note 3 - Enter the total nameplate hp of all fans associated with the delivery and removal of conditioned air by the system. Note 4 - This form automatically identifies whether a MECH-FANSYS form is required to demonstrate compliance with the fan power allowance (Yes), or this information is not required because the system has a combined total nameplate motor hp that is 5 hp or less (No) MECH-FANSYS Forms A MECH-FANSYS form shall be provided for each system with total nameplate hp greater than 5 hp. Select (Add Fan System Form) to generate an additional form. Added forms can be deleted with button in cell E32 of the added form. Project Summary PROJ-SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 t General Info This PROJ-SUM form shall be provided as a cover sheet for all compliance form submittals. Project Title matches project plans title block. Project Title: 1 - This title copy onto other formsC V vvp.N6vgq3 Project Street Address: 6700 Fort Dent Way i UANCE , P - ROVED AUG 2 9 2019 Project City, County, Zip: Renton, WA 98057 Project Owner or Rep: Fort Dent Real Estate LLC Jurisdiction: City of Tukwila . Project Description Select all that apply to the scope of project. Select Addition + Existing or Alteration + Existing if the existing building will be combined with the addition or alteration to demonstrate compliance per Section C502.1 or C503.1. r . i I New Construction El New Building Existing Building LI Alteration 0 Change Iding Elements and Additions El Building Addition Retrofit El Alteration + Existing of Occupancy El Historic Building Scope - Select all that apply Ei Building Envelope Water Systems Ell Lighting Systems B CLYINuGf TuDIkVvISlialON El Change in Space Conditioning [1] Mechanical Systems 0 Electrical Systems All Service Hot Occupancy Type 0 All Commercial Q Group R - R2, R3, & R4 0 over 3 stories and all R1 Mixed Use - Building is greater than three stories above grade and it has both Commercial and Group R occupancies. Mixed Occupancy - Building is three stories or less above grade and it has both Commerical and Group R2, R3 or R4 occupancies. Select All Commercial to document compliance for the commercial areas of the building. The residential spaces shall comply with the WSEC Residential Provisions. Space Conditioning Categories Select all that apply to the scope of project 0 Fully Conditioned 111 Semi-heated2 LI Refrigerated Warehouse, Walk-in Cooler/Freezer, Ei Low Energy Space Category3 Refrigerated Display Case' Eligible Low Energy Spaces 11 Unconditioned El Low energy heating/cooling capacity Wireless service 0 Greenhouse, D Equipment building equipment shelter Floor Area and Stories Floors Above Grade Building Gross Conditioned Floor Area Project Gross Conditioned Floor Area General Compliance Path 0 Prescriptive C Total Building Performance Prescriptive Projects complying prescriptively shall demonstrate compliance with all applicable mandatory and prescriptve requirements of this code. Refer to C401.2, Item 1 for more information. Compliance forms to include with a Prescriptive submittal: All applicable ENV, LTG, MECH and C406. Total Building Performance - Projects complying via total building performance (TBP) shall include a summary of results from a whole building energy model per Section C407 and shall demonstrate compliance with all applicable mandatory provisions in this Code. Refer to Section C401.2, Item 2 for more information. Compliance forms to include with a TPB submital: PROJ-SUM, C406-SUM & C406-DETAIL, ENV-CHK, LTG-EXT, LTG-CHK, and all MECH forms (except MECH-ECONO). RECEIVED CITY OF TUKWILA JUL 3 1 2019 PERMIT CENTER 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 Mechanical Summary MECH-SUM Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 2015 Washington State Energy Code Compliance Project Information Project Title: King Lasik Date 6/26/2019 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Dept. Use Company Name: Evergreen Refrigeration Company Address: 727 South Kenyon St. Seattle, WA 98108 Applicant Name: Alex Burkhart Applicant Phone: 206-763-1744 ext. 247 Project Description Briefly describe mechanical systems in the text box provided ❑ Total Bldg Performance (TBP) This path includes all mandatory provisions per C401.2 Option 2. MECH-SUM, MECH-CHK, and C407 Energy Analysis forms required. ❑ New Building ❑ Building Addition ❑ Tenant Improvement ❑ System Retrofit ❑ No System Changes Installation of three (3) rooftop units, four (4) split system heat pumps, two (2) electric wall heaters, two (2) exhaust fans, ductwork, grilles/diffusers, and three (3) gas piping outlets. Design Load Calculations ❑ Load calculation summary ❑ MECH-LOAD-CALC Form Provide design load calculations for all mechanical systems and equipment serving the building heating, cooling or ventilating needs. If a load calculation summary is provided with the permit documents that includes all applicable compliance information then the MECH-LOAD-CALC form is not required. Mechanical Schedules ❑ Mechanical Plans ❑ MECH-EO Forms (TBD) Indicate location of equipment compliance information. If provided on plans then MECH-EQ forms are not required, however, include on plans all applicable compliance information listed in MECH-EQ tables. Dedicated Outdoor Air System Requirements and High Efficiency VAV Alternate O DOAS is required per C403.6 effective July 1, 2017 (office, retail, education, library All occupied, conditioned areas shall be served by a DOAS that delivers required ventilation not require space conditioning fan operation. Space conditioning fans cycled off when no ❑ Ventilation provided via natural ventilation per 2015 IMC in lieu of DOAS (C403.6, and fire station occupancies) air in a manner that does heating or cooling is required. Exception 1) lieu of DOAS (C403.6, Exception library or fire station) C402.4.1.4 with 100% of U Ventilation and space conditioning provided by a HEVAV system per C403.7 in ❑ DOAS included in project, although not required (occupancy not office, retail, education, ] DOAS related allowances included in project: ❑ Prescriptive vertical fenestration maximum area allowance increased to 40% per conditioned floor area in building served by DOAS. ❑ Exception to air economizer per C403.3 Exception 1, include MECH-ECONO form. Fan Power exceeds 5hp. the 5 horsepower threshold. .i Project includes HVAC air distribution systems that provide heating and/or cooling If yes, provide a MECH-FANSYS -SUM form. ❑ For one or more systems, the total fan motor nameplate hp of all fans in HVAC system If yes, provide a seperate MECH-FANSYS form for each HVAC system exceeding Refer to Section C403.2.11 and MECH-FANSYS-DOC for requirements and exceptions. HVAC Hydronic Systems ❑ Hydronic chilled water ❑ Water -loop heat pump ❑Q No hydronic systems ❑ Hydronic heating water ❑ Geothermal C406 Additional Efficiency Options - Mechanical ❑ C406.2 More efficient HVAC equipment and fan systems Requires 90% of heating and cooling capacity to be equipment listed in tables C403.2.3(1)-(9) or air -to -water heat pumps and heat recovery chillers. All equipment listed in tables C403.2.3(1)-(7) must be 15% more efficient than minimum requirements. All stand alone supply, return, and exhaust fans over 1hp must have FEQ> 71 and must be selected within 10% of maximum total or static pressure. ❑ C406.6 Dedicated outdoor air system (DOAS) Requires 90% of conditioned floor area to be served by a DOAS per C403.6 that delivers required ventilation air in a manner that does not require space conditioning fan operation. ❑ C406.7 Reduced energy in service water heating Requires 90% of floor area be in occupancy types listed in C406.7.1 and that 60% of annual hot water energy use be provided by heat pump, waste heat recovery or solar water -heating systems. 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 Mechanical Summary, pg. 2 MECH-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Service Water Heating Systems Equipment Type (s) III Hot water heating tank(s) 0 Instantaneous Dedicated boiler 0 Heat exchange from space heat boiler or central hot water/steam Distribution Type (s) El] Circulation System 0 On -demand El No service water systems Commissioning Commissioning is required for: Ei Mechanical systems per C408.2 E] Service water heating systems per C408.4 If required, commissioning shall be performed for all applicable systems regardless of individual equipment capacity. Exceptions to commissioning requirements: 0 Total output capacity of all mechanical space conditioning systems in the building do not exceed 240,000 Btu/h cooling or 300,000 Btu/h heating. Mechanical systems commissioning not required. Ei Capacity of largest service water heating system in building does not exceed 200,000 Btu/h. Service water heating systems commissioning not required. Low Energy and Semi -Heated Spaces (Note 6 and 7) Space Type Location in Plan(s) Space(s) Served Area Served, square feet Heating Capacity, Btu/h (Note 4) Cooling Capacity, Btu/h (Note 5) Peak Space Conditioning Capacity, Btu/h-sf Compliance Check Notes Note 4 - Provide total installed heating output capacity of systems serving Low Energy or Semi -Heated space(s) in btuh. Note 5 - Provide total installed cooling capacity of system serving Low Energy space(s) in Btu/h. Not allowed for semi -heated spaces. Enter 0 if no cooling. Note 6 - Refer to Section C402.1.1 Low Energy Building. lntalled peak space conditioning capacity, heating or cooling, may not exceed 3.4 Btu/h`sf. Note 7 - Refer to Section C402.1.1.1 and Semi -Heated Space definition in Chapter 2. Total heating output capacity may not exceed 8 Btu/h"sf. Only systems without electric resistance heating and no cooling are eligible for the wall insulation exception under semi -heated. 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 1 of 7 Mechanical Permit Plans Checklist MECH-CHK 15 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King Lasik Date 6/26/2019 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes Equipment - Sizing, Performance and Type WA C403.1 Exempt process equipment Identify equipment to be used in manufacturing, industrial or commercial processes that do not provide space conditioning; identify provisions applicable to this equipment per C403.1 exception NA C403.2.1 Load calculations Provide load calculations performed per ASHRAE Std 183 or equivalent, using design parameters per C302 and Appendix C; include Toad adjustments to account for energy recovery NA C403.2.2 Equipment and system sing Indicate that output capacities of heating and cooling equipment and systems are no greater than the smallest available equipment size that exceeds the calculated loads; note exceptions taken Yes C403.2.3 C403.2.3.2 C403.2.13.1 HVAC equipment performance requirements (efficiency) Provide equipment schedules on plans or complete MECH-EQ forms indicating type, capacity, rated and WSEC minimum efficiencies for all heating and cooling equipment; include supply and OSA cfms and operating hours for all air systems; identify heating and cooling equipment Mat does not have a corresponding WSEC minimum efficiency (manufacturer rated) M001 N/A C405.8 C403.2.14 Electric motor efficiency List all motors z 1/12 hp (that are not integral to a rated piece of equipment) in the mechanical or electrical equipment schedules on plans; indicate hp, rpm, number of poles and rated efficiency, or exception applied For fractional hp motors (1/12 - 1 hp), indicate whether they are an electronically commutated motor, have rated efficiency of at least 70%, or exception taken N/A C403.2.11.1 Fan power limitation For all HVAC fan systems that provide heating and / or cooling, provide system total nameplate hp in MECH-FANSYS-SUM form For all applicable HVAC systems with total fan motor hp > 5hp, verify fan system motor hp or bhp complies with tan power limits per equations in Table C403.2.11.1(1), provide MECH- FANSYS form for each system N/A C403.2.11.2 Motor nameplate hp For all applicable HVAC systems with total fan motor hp > 5hp, indicate fan motors specified are the smallest available motor hp size greater than fan bhp, note exceptions taken N/A G403.2.11.3 Fan efficiency For all applicable HVAC systems with total fan motor hp > 5hp, identify in equipment schedule all fans required to comply with fan efficiency grade and indicate rated FEG is >_ 67, or exception taken; indicate these fans are sized so total efficiency is within 15% of the fan maximum total efficiency N/A C403.2.11.4 Group R occupancy exhaust fan efficacy For all exhaust fans < 400 cfm in Group R occupancies, indicate in equipment schedule the fan flow rate and efficacy (cfm/watt), or exception taken; refer to Table C403.2,11.4 (CE-57) N/A C403.2.13 Variable Flow capacity • fans For fan motors z 7.5 hp, indicate method of variable Flow control (VSD or equivalent method) in equipment schedule, or exception taken; for equivalent method for an HVAC system refer to HVAC System Controls for additional requirements N/A C403.2.3 Maximum air cooled chiller capacity For chilled water plants and buildings with > 500 tons of cooling capacity, indicate air-cooled chiller capacity is s 100 tons, or exception taken NIA C403.4 Large capacity cooling systems For buildings with >_ 300 tons of cooling capacity, indicate method of multi -stage or variable capacity control (VSD, multiple staged compressors, or max capacity of any single unit < 66% of the total) N/A C403.2.3.1 Non-standard water-cooled centrifugal chillers For water-cooled centrifugal chillers not designed for operation at standard conditions, provide calculations documenting maximum full load and part bad rated equipment performance requirements N/A C403.2.13.1 C403.4.3.2 Centrifugal fan open -circuit cooling towers For open -circuit centrifugal fan cooling towers with > 1,100 gpm capacity, indicate cooling towers comply with efficiency requirements for axial fan open circuit cooling towers N/A C403.4.2 C403.4.2.5 Large capacity boiler systems For single boilers with > 500,000 Btu/h capacity, indicate multi -stage or modulating burner For boiler system (single or multiple) with > 1,000,000 Btu/h capacity, indicate turndown ratio per Table C403.4.2.5 and method (multiple single input boilers, modulating boilers, or combination) C403.2.13 flow capacity VariabN/A pumps For pump motors > 7.5 hp, indicate method of variable flow control (VSD or equivalent method) in equipment schedule, or exception taken; for equivalent method for a hydronic system refer to Hydronic System Controls for additional requirements N/A C403.2.3 = Gas and oil -fired forced air furnace and unit heaters For forced air fumaces with capacity >_ 225,000 MLAand all unit heaters, indicate in equipment schedule intermittent ignition or IID, flue or draft damper, and rated jacket loss N/A C403.2.4.8 Combustion heating equipment For combustion heating equipment with output capacity > 225,000 Btu/h, indicate modulating or staged combustion control N/A C403.2.3.3 Packaged electric heating / cooling equipment Verify all packaged electric equipment with > 6,000 Btu/h cooling capacity and any amount of heating is a heat pump; include in equipment schedules N/A C403.2.12 Heating outside a building Indicate systems providing heating in non -enclosed outdoor occupied spaces are radiant systems; refer to HVAC System Controls for additional requirements N/A C403.2.7.1 Kitchen exhaust hoods Indicate on plans the type, duty and exhaust air rate of each kitchen hood, refer to HVAC System Controls for additional requirements Yes C403.2.4.3 Outdoor supply air, exhaust and relief dampers Indicate locations of OSA intake, and exhaust and relief outlet dampers on plans; indicate whether dampers are Class 1 motorized, or gravity and exception taken (include leakage rating, cfm/sp; refer to HVAC System Controls for additional requirements for OSA dampers M201 Yes C403.2.4.3 Return air dampers Indicate locations of return air dampers that are integral to economizer operation; verify dampers are motorized; indicate whether dampers are Class 1, or within packaged equipment eligible for leakage rating exception (include leakage rating, cfm/sf) 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 2 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King Lasik Date 6/26/2019 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes N/A G403.2.4.3 Stairway and shaft vent dampers Indicate location of stairway and shaft vent dampers on plans; verify dampers are Class 1 motorized; refer to HVAC System Controls for additional requirements N/A C403.2.4.4 Zone isolation dampers For systems serving areas > 25,000 sf or spanning more than one floor, that include areas that are expected to be occupied non -simultaneously; identity isolation zone areas on plans and locations of associated isolation dampers in HVAC distribution system; refer to HVAC System Controls for additional requirements N/A C403.2.3.4 Humidification For cooling systems with humidification equipment that are also required to have air economizer, indicate humidifier is adiabatic (direct evaporative or fog atomization), or exception taken Additional Efficiency Package Option, More Efficient HVAC Equipment & Fan Performance - Must comply with all 3 provisions to be eligible WA C406.2.1 C403.2.3 HVAC system selection To comply with additional efficiency package option, calculate the percentage of heating and cooling equipment in the project (based on output capacity) that do not have a corresponding WSEC listed efficiency; shall be less than 10 % to comply WA C406.2.2 C403.2.3 Minimum equipment efficiency To comply with additional efficiency package option, indicate that all listed heating and cooling equipment have a rated efficiency that exceeds WSEC listed efficiency by at least 15% N/A C406.2.3 C403.2.11.3 Minimum fan efficiency To comply with additional efficiency package option, indicate rated FEG of stand alone fans is t 71; indicate these fans are sized so the fan efficiency at design conditions is within 10% of the maximum total or static efficiency HVAC System Controls Yes C403.2.4.1 Thermostatic controls (thermostats and humidistats) Indicate locations of thermostatic and humidity control devices and the zones they serve on plans, including perimeter system zones Where adjacent (neighboring) zones are controted by separate thermostats (including perimeter systems used to offset heat gain or loss), and are connected by permanent openings > 10% of either zone sf area, indicate controls configured to prevent adjacent zones from operating in conflicting modes (one in heat, other in cool); applies to adjacent perimeter zones, adjacent nonperimeter zones, and adjacent perimeter and nonperimeter zones M201 If applying Exception 2 to nonperimeter zones adjacent to perimeter zones, indicate that setpoints and deadband settings in these zones are coordinated so cooling in a nonperimeter zone does not occur until the temperature in that zone is 5°F higher than the adjacent perimeter zone temperature in heating C403.2.4.1.1 Heat pump supplementary heat Indicate staged heating operation with compression as the first stage of heating and supplemental heating controlled with outdoor Pock -out temperature set to 40°F or less Yes C403.2.4.12 Deadband Indicate zone thermostatic controls configured with 5°F minimum deadband for systems that control both heating and cooling M001 Yes C403.2.4.1.3 Setpoint overlap restriction (thermostats) If separate heating and cooling systems with separate thermostatic control devices are used to serve a zone, indicate locations of both thermostatic control devices and the zone they serve on plans M001 Indicate a limit switch, mechanical stop or DDC control with programming to prevent simultaneous heating and cooling Yes C403.2.4.2 C403.2.4.2.1 C403.2.4.2.2 Automatic setback and shutdown Indicate zone thermostatic controls configured with required automatic setback and manual override functions, setback temperatures, and control method (automatic time clock or programmable controls); note exceptions taken M001 Yes C403,2.4.2.3 Automatic (optimum) start Indicate system controls that adjust equipment start time required to bring each area served up to design temperature just prior to scheduled occupancy M001 Yes C403.2.4.3 Outdoor supply air dampers Indicate automatic controls configured to close OSA damper during unoccupied equipment operation; not including economizer cooling, night flush or IMC required OSA / exhaust M001 N/A C403.2.4.3 Stairway and shaft vent dampers Indicate method of activation of stairway and shaft vent dampers (tire alarm or interruption of power) N/A C403.2.4.4 Zone isolation controls For systems serving areas > 25,000 sf or spanning more than one floor, that include areas that are expected to be occupied non -simultaneously; indicate controls that allow for independent space conditioning of isolation zones; or exception taken N/A C403.2.12 Heating outside a building Indicate occupancy sensing or timer switch controls configured to automatically shut off heating system when area served is unoccupied N/A C403.2.4.5 Snow melt systems Indicate automatic controls configured to shut off system when pavement temperature exceeds 50°F and no precipitation is falling, and when outdoor air temperature exceeds 40°F N/A C403.2.4.6 Freeze protection system controls Indicate automatic controls to shut off system when outdoor temperature exceeds 40°F, or conditions protect fluid from freezing N/A C403.2.4.9 Group R1 hotel / motel guest rooms For hotels and motels with over 50 guest rooms, indicate automatic controls serving guest rooms that are capable of setback (heating) and set-up (cooling) of temperature setpoint by at least 5°F; indicate control method • activated by room entry or occupancy sensor 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 3 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State EnergyCode Compliance Forms for Commercial Buiklings including R2 & R3 over 3 stories and all R1 Revised January2017 Project Title: King Lasik Date 6/26/2019 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes N/A C403.2.4.10 C403.2.4.11 Group R2 / R3 dwelling units, Group R2 sleeping units For primary space conditioning system, indicate 5-2 programmable thermostats capable of two setback periods per day; for all thermostats indicate purpose (heating only, cooling only, or both), required temperature range and at minimum a 10°F deadband; or exception taken Yes C403.2.6 C403.2.11.4 Ventilation Indicate method of ventilation air delivery (natural or mechanical) for each zone If mechanically delivered, indicate that systems are configured to provide not more than 150% of, but at least the minimum required volume of outdoor air to each zone per IMC, ASHRAE 62.1 or other applicable code (WAC, OSHA, etc); or exception taken M001 If delivered via natural ventilation, identify required elements per IMC including minimum openable area to the outdoors or qualifying adjoining spaces N/A 0403.2.6.2 Demand controlled ventilation Identify spaces > 500 si with occupant load > 25 people/1,000 sf per IMC; for each space indicate whether it is served by an HVAC system with total design OSA > 3,000 cfm, and / or the system has airside economizer or automatic modulating OSA damper; indicate OSA controls are configured to provide demand controlled ventilation or provide supporting documentation for applied exception N/A 0403.2.6.3 Occupancy sensors For gyms, classrooms, auditoriums and conference rooms > 500 sf, indicate occupancy -based OSA control when space is unoccupied and method (closes OSA damper or shuts -off equipment); or alternate means provided to automatically reduce OSA when space is partially occupied N/A C403.2.6.4 C403.2.6.4.1 Enclosed loading dock ventilation For enclosed loading docks, indicate ventilation / exhaust system method of activation (gas detection system for CO and NO2, or occupancy sensors), and control method (staged or modulating) N/A C403.2.6.4 C403.2.6.4.2 Enclosed parking garage ventilation For enclosed parking garages, indicate ventilation / exhaust system activated by gas detection system for CO and NO2, and control method (staged or modulating); or exception taken N/A 0403.2.7.1 Kitchen exhaust hoods Provide calculations that show a balanced accounting of total kitchen exhaust (include all hoods) with % of: supply air, transfer air from adjacent spaces, and make-up air; if applicable, indicate that direct make-up air to each hood does not exceed 10% of hood exhaust For kitchens with total hood exhaust exceeding 2,000 cfm, indicate exhaust air rate per Table C403.2.7.1 and compliance method (DCV, energy recovery, or transfer air that would otherwise be exhausted) N/A 0403.2.7.2 Laboratory exhaust systems Refer to Systems Requiring Energy Recovery for requirements N/A 0403.2.13 Variable flow capacity - HVAC system fans For HVAC fan motors ? 7.5 hp, indicate method of variable flow control (VSD, or equivalent control method that reduces design air volume by 50% at 1/3 static design pressure); note exception taken N/A 0403.3.1 DX air handler variable cooling control (Under Integrated Economizer) For DX air handlers with economizer and cooling capacity ? 65,000 Btu/h, indicate number of cooling stages provided and method (multiple compressors and / or variable speed compressors); indicate minimum displacement (capacity reduction) as % of full load Indicate control method (cooling capacity controlled in response to space temperature, space temperature controlled by modulating supply airflow, or both) N/A 0403.2.11.5 Fan airflow control For DX air handling units with cooling capacity ? 65,000 Btu/h and evaporative and chilled water air handling units with fan ? 0.25 hp, indicate whether system is single zone or multiple zone and related control method (cooling capacity controlled in response to space temperature, space temperature is controlled by modulating supply airflow, or both) For mechanical cooling systems (includes DX and chilled water coils) that control cooling capacity in response to space temperature - Provide a minimum of two stages of fan control; indicate minimum fan speed is 5 66% of full speed drawing 5 40% of full speed fan power during periods of low cooling or ventilation only For other mechanical cooling systems (includes DX and chilled water coils) that control space temperature by modulating airflow (in lieu of, or in addition to, controlling capacity in response to space temperature) - Provide fan controls for modulating supply airflow; indicate minimum fan speed is 5 50% of full speed drawing 5 30% of full speed fan power during periods of low cooling or ventilation only; or exception taken N/A 0403.2.4.12 DDC system capabilities Provide central and zone level DDC controls as required based on system application, capacity or size thresholds and other qualification per Table 0403.2.4.12.1 Identify all DDC system input / output control points; indicate capability for trending and graphical display Ducting Systems Yes C403.2.8.1 C403.2.8.3 Duct construction Indicate on plans that all ductwork is constructed and sealed per IMC M001 For OSA ductwork, also indicate on plans that ductwork meets air leakage requirements per C402.5 and vapor retarder requirements per the IBC N/A 0403.2.8.3 Duct pressure classifications Identify location of low, medium and high pressure ductwork on plans N/A 0403.2.8.3.3 High pressure duct leakage test Indicate high pressure duct leakage testing requirements on plans; provide test results to jurisdiction when completed 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 4 of 7 Mechanical Permit Plans Checklist MECH-CHK Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title? King Lasik Date 6/26/2019 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes Yes C403.2.8.1 C403.2.8.2 Duct insulation For supply and retum ductwork located in unconditioned space or outdoors, indicate R-value of insulation on ductwork on plans; identify climate zone; note exceptions taken For supply ductwork located in conditioned space, identify if design supply temperature is < 55°F or > 105°F and indicate R-value of insulation on this ductwork on plans; note exception taken M001 For OSA ductwork, shafts and plenums, indicate R-value of insulation on these elements on plans per Table C402.1.3 for steel -framed wails; note exception taken Piping Systems N/A C403.2.9 Piping insulation Indicate design temperature range of fluid conveyed in piping and thickness of insulation (in inches) on hydronic piping plans; or exception taken N/A C403.2.9.1 Piping insulation exposed to weather Indicate method of protection of pipe insulation from damage / degradation on hydronic piping plans Economizers Yes C403.3 Air economizer required Identify in equipment schedules on plans or in MECH-EQ forms all cooling systems requiring air economizer controls M001 Provide MECH-ECONO form indicating systems utilizing air economizer exceptions, including those with water -side economizer in lieu of air economizer; indicate on plans eligible exception(s) taken and measures to comply with exception(s) Yes G403.3.1 Integrated economizer operation - air and water Indicate air and water -side economizers are configured for partial cooling operation even where additional mechanical cooling is required to meet the load M001 Yes C403.3.2 Economizer heating system impact - air and water Verify control method of HVAC systems with economizers does not increase building heating energy usage during normal operation M001 Yes C403.3.3.1 Arc economizer capacity Indicate modulating OSA and return air dampers are configured to provide up to 100% OSA for cooling M001 Yes C403.3.1 C403.3.3.2 integrated air economizer Verify mechanical cooling controls are interlocked with air economizer controls so the outside air damper remains in 100% open position when mechanical cooling is also required to meet the cooling load, until the leaving air temperature is 45°F M001 For systems with cooling capacity >_ 65,000 Btu/h, verity that control of economizer dampers is not based only on mixed air temperature; or exception taken Yes C403.3.3.3 Air economizer high limit controls Indicate high limit shut-off control method and required high limit per Table C403.3.3.3 M001 N/A C403.3.4.1 Water economizer capacity For eligible systems where water -side economizer may be provided in lieu of air economizer, indicate system is capable of 100% design cooling capacity at 50°F db / 45°F wb OSA temperatures N/A C403.3.4.2 Water economizer maximum pressure drop Indicate pressure drop across precooling coils and heat exchangers in water economizer system do not exceed pressure drop limit N/A C403.3.1 DX air handling equipment control For DX air handlers with economizer and cooling capacity >_ 65,000 Btu/h, refer to HVAC System Controls tor requirements N/A C403.2.4.7 DX equipment economizer fault detection and diagnostics For DX air handlers with economizer and cooling capacity >_ 54,000 Btu/h, provide a fault detection and diagnostics (FDD) system to monitor economizer system operation and report faults Systems Requiring Energy Recovery N/A C403.5.1 Energy recovery (ER) - ventilation /exhaust systems For systems with design OSA > 5,000 cfm, or design supply air cfm and % OSA exceeding the values in Tables C403.5.1(1) or (2), indicate exhaust air ER method; or exception taken with supporting calculations For rooms served by multiple systems with aggregate design OSA > 5,000 cfm, or aggregate design supply air cfm and % OSA exceeding the values in Tables C403.5.1(1) or (2), indicate exhaust air ER method; or exception taken with supporting calculations Indicate ER rated effectiveness that increases OSA enthalpy by >_ 50% based on delta between OSA and return air enthalpies at design conditions N/A C403.2.7.2 Laboratory exhaust systems (energy recovery) For buildings with total lab exhaust > 5,000 cfm, indicate method of energy recovery used to pre -condition laboratory make-up air; ER effectiveness (min 25°F); or aftemative method per exception (VAV exhaust, semi -conditioned makeup, or GERM calculation) N/A C404.10.4 (under C404.11) Pools and permanent spas exhaust systems (energy recovery) For buildings with pools or spas with water surface area > 200 sf, indicate exhaust air ER method and use of waste heat (preheat ventilation air, pool water or service hot water); or exception taken Indicate ER system has the rated effectiveness and is configured to decrease the exhaust air temperature at design conditions by >_ 36°F N/A C403.5.2 Energy recovery - steam condensate systems For buildings with on -site steam heating systems, indicate condensate water ER For buildings that use off -site generated steam where condensate is not returned to the source, indicate on -site condensate water ER 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 5 of 7 Mechanical Permit Plans Checklist MECH-CHK Hance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King Lasik Date 6 / 2 6 / 2 019 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes N/A C403.5.3 Energy recovery - cooler / freezer condensers For buildings with food service, meat or deli departments that have >_ 500,000 Btu/h of remote refrigeration capacity for coolers / freezers, indicate condenser ER and use of captured energy (service water heating, space heating, or dehumidification reheating) For buildings with >_ 40,000 sf conditioned floor area and with >_ 1,000,000 Btu/h of remote refrigeration capacity for coolers / freezers, indicate condenser ER and use of captured energy for service water heating and also for space heating, or dehumidification reheating N/A C403.5.4 Energy recovery - condenser systems For buildings with 24-hour operation and with > 1,500,000 Btu/h of heat rejection capacity and design service hot water load > 250,000 Btu/h, indicate condenser ER to pre -heat service water; or exception taken. Provide calculations showing the amount of recovered heat that is utilized (60% of peak heat rejection load or pre -heat service water to 85°F). Hydronic System Controls WA C403.2.13 C403.4.2.7 Variable flow control - hydronic system pumps For hydronic system pump motors >_ 7.5 hp, indicate method of variable flow control (VSD or equivalent method that requires i 30% design wattage at 50% design fluid flow); note exception taken Identify whether hydronic coils have DDC controls and associated manner of pump speed control (differential pressure, zone hydronic demand, etc) N/A. . C40325 C403.4.2.4 Hydronic system setback and part load controls For boilers that provide building heating, indicate controls that provide heating water temperature setback based on outdoor temperature For heating and chilled water systems >_ 300,000 Btu/h, indicate systems are configured to automatically reset supply water temperature based upon demand; or exception taken. If system pump motor hp >_ 3 hp, also indicate controls automatically reduce flow by > 50%. For chilled water systems (? 300,000 Btu/h, pump motor hp a 3 hp) that serve water-cooled unitary air conditioners, indicate VSD or staged pumps in chilled water system and heat rejection loop that reduce pump flow so that one control valve is Hearty wide open, or to maintain a minimum differential pressure; or exception taken N/A C403.4.2 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers N/A C403.4.6 Hot gas bypass limitation For cooling equipment with hot gas bypass, provide either multiple step unloading or continuous capacity modulation; indicate bypass capacity per Table C403.4.6 N/A C403.4.2.2 Two -pipe changeover systems Indicate changeover deadband (min 15°F), heating / cooling mode scheduling and changeover temperature range (limit 30°F) N/A C403.4.2.6 Chiller / boiler plant pump isolation Indicate controls are configured to automatically reduce overall plant flow and shut-off flow through individual chillers and boilers when not in use WA C403.2.13.1.1 C403.4.3.1.1 C403.4.3.1.2 Heat rejection equipment - variable flow control For cooling towers with fan motors >_ 7.5 hp, indicate VSD and method to adjust fan speed (adjusted based on leaving fluid temperature or condenser temperature / pressure of heat rejection device) For multiple -cell heat rejection equipment with VSD, indicate controls that ramp all tans in unison N/A C403.4.3.3 Heat rejection equipment - cooling tower flow tumdown Indicate open -circuit cooling towers with multiple pumps or VSD control are designed so all cells can be run in parallel N/A C403.4.2.3.1 Water loop heat pump - deadband Indicate capability of central equipment to provide minimum 20°F water supply temperature deadband between heat rejection and heat addition modes; or exception taken N/A C403.4.2.3.2.1 Water loop heat pump heat rejection equipment, Zone 4 Indicate type of cooling tower (open- or closed-circuit) in equipment schedule; indicate method used to limit system heat loss when heat rejection is not needed N/A C403.4.2.3.2.2 Water loop heat pump • heat rejection equipment, Zone 5 For open- or closed-circuit cooling towers, provide a heat exchanger that separates the cooling tower and heat pump loop WA C403.4.2.3.3 Water loop heat pump - isolation valves For hydronic heat pump systems with total system power> 10 hp, indicate 2-way isolation valves on each heat pump and variable flow system control Dedicated Outdoor Air Systems (DOAS) - Optional through 6/30/16, Prescriptive 7/1/2016 NA C403.6 C403.6.3 Dedicated outdoor air systems For buildings with office, retail, education, library and fire station spaces, identity these spaces on plans; indicate that ventilation air in each occupied space is provided via a DOAS system; or document compliance with C403.6.3 Impracticality; or exception taken (buildings complying with C402.4.1.4 or C406.6 may not utilize exceptions) N/A C403.6.1 Energy recovery ventilation with DOAS For all DOAS systems, indicate exhaust air ER method; or exception taken with supporting calculations. Indicate ER rated effectiveness that increases OSA enthalpy by a 50% based on delta between OSA and return air enthalpies at design conditions. N/A C403.6.2 Heating / cooling system controls with DOAS Indicate equipment associated with the delivery of zone level heating and cooling (fans, hydronic pumps, primary air dampers, etc) are configured to shut off, and central equipment is configured to turn down, when there is no call for heating or cooling in the zone they serve If applying Exception to heating / cooling fans used for air mixing in the space during deadband periods, include fan watts per cfm in equipment schedule 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 6 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Enerciy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King Lasik Date 6/26/2019 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes N/A C402.4.1.4 C403.6 Increased prescriptive maximum vertical fenestration area with DOAS Indicate that all occupied, conditioned spaces are served by a DOAS per 0403.6 Additional Efficiency Package Option, Dedicated Outside Air Systems (DOAS) N/A 0406.6 Building provided with DOAS To comply with additional efficiency package option, indicate that 90% or more of all occupied, conditioned spaces are served by a DOAS per C403.6 Multiple Zone Air Systems N/A C403.4.4 Air systems serving multiple zones Identify supply air systems serving multiple zones and the zones they serve on plans; indicate whether system is VAV and method of primary air control; or provide supporting documentation for applied exception to VAV N/A 0403.4.4 VAV systems serving multiple zones ' Provide equipment schedules on plans or MECH-EQ form that list all VAV air terminals and types For each air terminal include: maximum airflow rates for primary supply air during zone peak heating and zone peak cooling; maximum airflow during reheating, recooling or mixing; minimum airflow rate to maintain required ventilation, and the basis for these values; if IMC or ASHRAE 62.1 multiple zone equation is basis for minimum flow rates, provide calculation an plans N/A 0403.4.4.1 Single duct VAV terminal units Indicate single duct terminal units are configured to reduce primary supply air before reheating or recooling N/A 0403.4.4.2 Dual duct systems - terminal units For systems with separate warm air and cool air ducts, indicate terminal units are configured to reduce the flow from one duct to minimum before mixing with air from the other duct N/A C403.4.1.1 C403.4'1'2 VAV system static pressure sensors - sensors and DDC set points Indicate locations of duct static pressure sensors on plans; include at least one sensor per major duct branch; verify controller setpoint pressure at each sensor is 5 1.2 inch w g. For systems with zone level DDC, indicate controls are configured to monitor zone damper positions and reset static pressure setpoint based on the zone requiring most pressure; include control logic that automatically detects and generates an alarm if any zone excessively drives reset logic, and allows building operators to exclude zones from reset logic N/A 0403.4.4.3 Multiple -zone VAV system ventilation optimization controls For systems with zone level DDC controls, indicate controls are configured to automatically reduce outdoor airflow in response to changes in system ventilation efficiency; or exception taken N/A Multiple Zone 0403.4.4.4 VAV system supply air reset Indicate controls automatically reset supply air temperature in response to building loads or outdoor air temperature; or exception taken HVAC Systems, High Efficiency VAV - Required for systems utilizing C403.6 DOAS Exception 2, must comply with all 16 provisions N/A C403.7' Item 1 Air economizer Indicate system is configured for 100% air economizer operation and complies with all related economizer requirements per 0403.3 (without economizer exceptions) N/A C403.7 Item 2' Direct digital controls (DDC) Provide DDC controls for all components of system; identify all DDC system input / output control points; indicate capability for trending and graphical display N/A C403.7, Item 3 Outdoor airflow measurement and reduction For systems with minimum OSA > 2,500 cfm, indicate outdoor airflow monitoring station that measures OSA intake under all load conditions; indicate control sequence that increases or reduces system OSA cfm based on VAV terminal feedback of ventilation efficiency (per C403.4.4.3 without exceptions) or DCV (per 0403.2.6.2) N/A C403.7 Item 4' Supply airflow measurement For systems with minimum OSA > 2,500 cfm, indicate supply airflow monitoring station capable of measuring supply air delivered to VAV terminals under all load conditions N/A C403.7, Item 5 Zone isolation and maximum area served Verify maximum area served by a single HEVAV system is 5 50,000 sf, or one entire floor, whichever is greater; in addition It a system serves > 25,000 sf, that includes areas that are expected to be occupied non -simultaneously, indicate zone isolation controls per 0403.2.4.4 N/A C403.7, Item 6 Interior / exterior zone design supply air temperature Verify that VAV terminals serving interior cooling driven loads are sized per design supply air temperature that is 5°F higher than VAV terminals serving exterior zones N/A C403.7, Item 7 Maximum air terminal inlet velocity Identify air terminals with minimum primary airflow setpoints > 50% of maximum setpoint in equipment schedule or MECH-EQ form; indicate air terminal inlet velocity does not exceed 900 fpm N/A C403.7, Item 8 Sequence of operation Indicate DDC system sequences of operation are designed and configured per ASHRAE GPC 36 N/A C403.7, Item 9 Maximum allowable system brake horsepower Verify fan system bhp is 5 90% of the bhp limit per Option 2 equation in Table C403.2.11.1(1), provide MECH-FANSYS form for each system N/A C403.7, Item 10 Fan -powered terminal unit motor and control Indicate all series and parallel terminal fans have electronically commutated motors indicate DDC control system is configured to vary air terminal fan speed as a function of the load; indicate fan speed during periods of low heating, low cooling, or ventilation only is 5. 66% of peak design air flow or provide supporting documentation for applied exception • 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 7 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stor and all R1 Revised January 2017 Project Title: King Lasik Date 6/26/2019 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes N/A C403.7, Item 11 Application of single duct and fan -powered terminal units Indicate VAV terminal types on plans; verify fan -powered terminal units only serve perimeter zones with envelope loads; verify all other zones are served by single duct terminal units N/A C403.7, Item 12 Fan -powered terminal unit primary air reset Indicate DDC controls are configured to automatically reset the primary supply air cfm setpoint of all fan -powered terminal units to the minimum required to maintain ventilation during occupied heating or deadband, based upon the VAV air handling unit OSA ventilation fraction N/A C403.7, Item 13 High occupancy space controls For spaces > 150 sf with occupant density >_ 25 people / 1000 sf, indicate space is served by a dedicated terminal unit with DCV control that resets terminal unit ventilation setpoint; also indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by >_ 5°F NIA C403.7, Item 14 Dedicated HVAC systems For server, electronic equipment, telecom or similar spaces with cooling loads > 5 W/sf, indicate spaces are served by independent HVAC systems that are separate from HPVAV systems serving rest of building; indicate dedicated HVAC systems have air economizer controls or energy recovery per C403.3 Exception 9 N/A C403.7, Item 15 Central plant efficiency Indicate whether systems are served by a high efficiency heating water plant, or a high efficiency chilled water plant If complying via high efficiency heating water plant: Indicate all VAV terminals have hydronic heating coils served by heating water system with either gas -fired boiler(s) with thermal efficiency > 90%, air -to -water heat pumps, or heat recovery chillers If complying via high efficiency chilled water plant: Indicate all VAV air handlers have cooling coils served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least 25% per Table C403.2.3(7) (note water-cooled IPLV is max, all others are min); indicate smallest chiller or compressor in plant is 5 20% of total plant capacity, or provide thermal storage sized tor <_ 20% of total plant capacity N/A C403.7, Item 16 Fault detection and diagnostics Indicate DDC system includes a fault detection and diagnostics (FDD) system configured to monitor operation and provide fault reporting of required parameters for all VAV air handlers and VAV air terminal units in the HPVAV system HVAC Equipment Energy Use Metering N/A Documentation C409.3.1 HVAC equipment energy use metering For new buildings > 50,000 sf and building additions > 25,000 sf, verify energy use metering of all equipment used to provide space heating and cooling, dehumidification and ventilation will be provided per C409; indicate equipment eligible for exception and System Specific Requirement To Support Commissioning Yes C408-2Scope of mechanical systems commissioning Indicate that all mechanical systems, equipment, and controls for which the WSEC requires control functions and / or configuration to perform specific functions are required to be commissioned; M001 For buildings with >_ 240,000 Btu/h total output cooling capacity or >_ 300,000 Btu/h total output heating capacity, indicate that all mechanical systems regardless of individual capacity are required to be commissioned; or provide building heating / cooling capacity calculation demonstrating eligibility for exception C403.2.10 C408.1.1 C408.1.2 C408,1.4.2 C103.6 Commissioning requirements in construction documents Indicate in plans and specifications that Cx per C408 is required for all applicable mechanical systems; Yes Include general summary with at a minimum of Items 1 thru 4 of the Cx plan per C408.1.2 including: narrative description of activities, responsibilities of the Cx team, schedule of activities including verification of project close out documentation per C103.6, and conflict of interest plan (if required); M001 Include in general summary that a Cx project report or Compliance Checklist (Figure C408.1.4.2) shall be completed by the Certified Cx Professional and provided to the owner prior to the final mechanical inspection. Yes C408.2.2 Air system and hydronic system balancing Indicate in plans that air and fluid flow rates shall be tested and balanced within the tolerances defined in the specifications; indicate systems shall be balanced in a manner to first minimize throttling losses, then adjusted to meet design flow conditions M001 Yes C408.2.2.1 Air system balancing devices Indicate devices that provide the capability to balance all supply air outlets, zone terminals and air handling equipment requiring system balancing M001 N/A C408.2.2.2 Hydronic system balancing devices Indicate devices that provide the capability to isolate, balance and measure flow across all hydronic equipment requiring system balancing including heating and cooling coils and pumps Yes C408.2.3 Functionalperformance testing criteria Identify 4Y in plans and specifications the intended operation of all equipment and controls during all modes of operation, including interfacing between new and existing -to -remain systems M001 Project Close Out Documentation Yes C103.6 Documentation and project close out submittal requirements Indicate in plans that project close out documentation and training of building operations personnel is required for all mechanical components, equipment and systems governed by this code; indicate close out documentation shall include: record documents, O&M manuals, applicable WSEC compliance forms and calculations M001 • 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 Mechanical Fan System Power Allowance MECH-FANSYS-SUM 2015 Washington State EnergyCode Compliance Forms for Commercial Buildings includingR2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King Lasik Date 6/26/2019 For Building Dept. Use HVAC Air Distribution System Schedule List all HVAC systems that have the capability to provide heating and/or cooling to the spaces they serve. System or Primary Supply Fan ID Speed Control (Note 1) Description (Note 2) System Total Nameplate HP (Note 3) Fan Power Calculation Required (Note 4) RTU-1 CV Rooftop packaged heating/cooling unit 2 No RTU-2 CV Rooftop packaged heating/cooling unit 2 No RTU-3 CV Rooftop packaged heating/cooling unit 1 No AHU-1 CV Split system heat pump indoor unit 1 No AHU-2 CV Split system heat pump indoor unit 1 No AHU-3 CV Split system heat pump indoor unit 1 No IU-1 CV Split system heat pump indoor unit 0.33 No Note 1 - Constant Volume (CV), Variable Air Volume (VAV), or Hospital/Lab CV system that qualifies for VAV budget per C403.2.11.1 Exception 1. Single zone VAV systems shall comply as CV. Note 2 - Describe system type and list all fans (or groups of fans) associated with the delivery and removal of conditioned air by the system. Include all supply, retum/relief, exhaust and exhaust hoods (>1 hp), make-up air, dedicated outside air (DOAS), booster fans, and series fan -powered terminals. VAV parallel fan -powered terminals and economizer relief fans do not need to be included if the fans do not operate at peak conditions. Note 3- Enter the total nameplate hp of all fans associated with the delivery and removal of conditioned air by the system. Note 4 - This form automatically identifies whether a MECH-FANSYS form is required to demonstrate compliance with the fan power allowance (Yes), or this information is not required because the system has a combined total nameplate motor hp that is 5 hp or less (No) MECH-FANSYS Forms A MECH-FANSYS form shall be provided for each system with total nameplate hp greater than 5 hp. Select (Add Fan System Form) to generate an additional form. Added forms can be deleted with button in cell E32 of the added form. i-engineers.com DCI enGineeRs Washington Oregon California Texas Alaska Colorado Montana Structural Calculations King Lasik RTU Calculations Package 6700 Fort Dent Way, Tukwila, WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 9 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 3 1 2019 PERMIT CENTER PUL DCI Job Number 17011-0121 July 15, 2019 Prepared for: 1200 Fifth Avenue Suite 1300 Seattle, WA 98101 818 Stewart Street, Suite 1000 Seattle, Washington, 98101 Phone (206) 332-1900 Service Innovation Value 11= R 5 Project Name: King Lasik Subject: Nons Co ponent Seismic & Wind Forces on Equipmen Project No: 17011-0121 Component/Unit ID: RTU-1 (M.{ 1,1•11, Component Data: Dry Weight (Ibs) = 1293 Operating Weight (Ibs) = 1293 Width (W), in = 101 Length (L), in = 60 Height (H), in = 47 Center of Gravity (in) = 31 Sheet: Date: 7/9/19 By: GD Seismic Design Criteria: Governing Code: ASCE 7-10 Chapter 13: Seismic Requirements for Nonstructural Components Risk Category = Ip = z (ft)= h (ft) = Soil Site Class Ss= F8 = SDS 7'" ap = Rp = Wp (Ibs) = Fp (W)= F (W)= (W)= 11 1.0 30,0 30.0 1.46 1.00 0,97 1.00 2.50 2182 0.466 1.553 0.291 IBC Table 1604.5 Component Importance Factor Height in structure at point of attachment for component wrt the base Average roof height of structure wrt the base Per Geotechnical Report or project specifications Mapped MCER, 5% Damped Spectral Response Acceleration (Short Period) Short -period site coefficient ASCE 7-10 Table 11.4-1 5% Damped Spectral Response Acceleration - Short period Component amplification factor per ASCE 7-10 Table 13.5-1 or 13.6-1 Component response modification factor per ASCE 7-10 Table 13.5-1 or 13.6-1 Component Operating Weight + any tributary piping, duct, screening Per ASCE 7-10 Equation 13.3-1 «<CONTROLS Per ASCE 7-10 Equation 13.3-2 Per ASCE 7-10 Equation 13.3-3 Seismic Demand on Nonstructural Component: (ASCE Section 13.3) Yam* = = 1017 Ibs Marsoi..i. = Vbase*CG = 31855 Subject: INonstructural Cumpqnwnt-Swismb&VNndForceewmEqu|pmen Project No: 17011-0121 Sheet: Component/Unit ID: RTU-1 Date: 7/23/19 Wind 0meiqnCriteria: Governing CmdexASCE 7-10 Chmpter29: Wind Loads mnOther Structures and Building Apurtenancea Exposure Cotegory= Risk Category = V(mph)= Nu= "w= m= zn= m"= G~ H0m= M/L= Cw,"oftu*/=.= Cf-tm"="=,= Af-.A= P*ngttum" (p*0= ptra"=°=,(PoO= = plongttudina/(13S�= A="svers,(W= — 8 U 110 1.00 0.85 7.00 1200 0.70 0.85 0.47 0.78 1.35 1.35 1.00 18.45 21.17 21.17 211.17 21.17 ASCE7-15Section 2G7.3 IBC Table 1GO45 Basic Wind Speed per Figures 2G.5'1A`2G.5'18. or28.5'1C Topographic Factor Section 2G.8 Directional Factor, Table %G.G4 Terrain Exposure Constant, Table 28.g'1 Terrain Exposure Constant, Table 2G.9'1 Terrain Exposure Factor, Table 29.3'1 Gust Factor, Section 26.S.1 Height $oWidth Ratio Logi\udina|Direction Height toWidth Ratio Transverse Direction Force Coeffieuiontbased onH/L.Figures 2g.5-1 FnnceCoeffiecient based onH&w.Figures 3A.5'1 Area Multiplier based onthe percentage ofsolid area tototal area subjected mowind loading Velocity pressure o/mvmtedatheight zabove ground Design pressure Design pressure Wind Demand on Nonstructural Component: (A8CE Section29.5) Lonq1tudimal Direction Vionnttu^=^'b="Mmw=p~W*H `. Transverse Direction VtM.Oveme -bM*-wInd = p*L*H ol 415 Illbs =Vb""-wmu°H/2= Ib~h� � .DCI enGinseRs Project No. rbtt.- br2.-1 Sheet No. Project V- tow 1.- As‘ te- Date Subject 7,..TU St.)Peo12-1- By 6 L, ,a. i v...):-- 101" at -rgikri—Ym, e )<=g1" U NO At— lk... VL-o-,t,, r- 6c4 S-4 bla I- Li Ici ti $Alcr t-olvt^ t LP, 3948" I b--;e1 Vt..0,41,,..s(tOrtxr\O-1 Mcor -- "32- It-- it,e‘ > 1114C,r,T v i—J t -4 411-1(1b-61 ---- 111- "t 7---- &-- te-- t Kt 777V100._ 0 7 fi4 (:.2. - it -'el)-1.P.4134t3 44) '-- - 4- 6 k - Ill 1-0 --=---f V--c) 0 cr CA/ea-11,124-) tr.-) (.17 D C I EnineEFis Project No. rioit-tDVLA Sheet No. Project IC-W(,1 LAS% is - Date Subject C1--11-) 45vPec.(2-1" By CA -VC -I: IA lc) k Cem / Pcg IN-t>E)( Cm) Ac....t.vi t2t 0- Evii-t) WE:TY Fticoo- CVEcti. .PR-OttvtiN(.vt [5t 11,,‘T Le...) t = I .7--(trK flf '4- )fttE WO%O b&t1 so-s of1/4) LK-,0 4t) ci 3 91._ ec (I44" Ciu-nit.)T, Sc.itelo 10 v.-2Mb 14 5 4tceT> •t-u - Al, t ° zi-1 it) c_ C 1670V -w--f 1/141 qYz•-•40^-1*-rt-4 tE CLow%;?..- Altoc7D 11 Gravity Beam Design RAM SBeam v5.01 King Lasik RTU Support Beam 07/15/19 10:00:31 STEEL CODE: AISC 360-05 ASD SPAN INFORMATION (ft): I -End (0.00,0.00) J-End (8.50,0.00) Beam Size (User Selected) = C6X8.2 Total Beam Length (ft) = 8.50 Mp (kip-ft) = 21.50 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.008 0.000 8.500 0.008 0.000 2 0.000 0.093 0.000 8.500 0.093 0.000 Fy = 50.0 ksi SHEAR: Max Va (DL+LL) = 0.43 kips Vn/1.67 = 21.56 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb kip-ft ft ft Center Max + DL 0.9 4.3 0.0 1.00 Controlling DL 0.9 4.3 0.0 1.00 REACTIONS (kips): DL reaction Max +total reaction Left Right 0.43 0.43 0.43 0.43 DEFLECTIONS: Dead load (in) at 4.25 ft = -0.031 Live load (in) at 4.25 ft = -0.000 Net Total load (in) at 4.25 ft = -0.031 1.67 1.67 L/D = 3262 3262 Mn / kip-ft 12.87 12.87 �arauildex Self -Drilling Fasteners The best point ever for speed and consistency ... optimum for medium duty steel -to -steel applications. Applications S\ Roof deck to steel framing. • Wall panel to girt. • Duct work to steel framing. • Accessories to steel framing Roof clip to steel framing. Retrofit framing. Commercial overhead steel doors, hinges & latches. Product Features • Point has precise cutting edges to improve drill rA Drills and taps in the broadest range of applications. performance with less effort. • Climaseal finish provides excellent corrosion • Non -walking point provides fast material engagement. resistance and lower tapping torque, Point to thread design maximizes pullout performance and minimizes backout. Product Specifications Diameter__ ....... .........#12, 1/4 Thread Form 12-14 1/4-14 Head Style#12: 5/16" HWH 1/4: 3/8" HWH 1/4 Overhead Door Fasteners 7/16" HWH with Serrations Drill Point Teks 2 Teks 3 Finish Climaseal Hex Washer Head Hex Washer Head with Serrations Approvals and Listings Factory Mutual (3050495), ICC ESR-3270, ICC ESR-1976 T1EKS® SELF -DRILLING FASTENERS Selector Guide Fart Nurnber 1134000 1136000 1120000 1123000 1140000 1553000 1143000 1146000 1147000 1149000 1150000 1152000 1155000 1554000 1157000 1304000 Description 12-14 x 3/4" 12-14 x 1" 12-14 x 1-1/4" 12-14 x 1-1/2" 12-14 x 2" 12-14 X 2-1/2" 12-14 x 3" 12-14 x 4" 1/4-14 x 3/4" 1/4-14 x 1" 1/4-14 x 1-1/4" 1/4-14 x 1-1/2" 1/4-14 x 2" 1/4-14 x 2-1/2" 1/4-14 x 3" 1/4-14 x 4" d Style HWH HWH HWH HWH HWH HWH HWH HWH HWH HWH HWH HWH HWH HWH HWH HWH Dril Point #3 #3 #2 #2 #3 #3 #3 #3 #3 #3 #3 #3 #3 #3 #3 #3 Drill & Tap Capacity .036-.210 .036-.210 .036-.210 .036-.210 .036-.210 .036-.210 .036-.210 .036-.210 .036-.210 .036-.210 .036-.210 .036-.210 .036-.210 .036-.210 .036-.210 .036-.210 1587000 1/4-14 x 1" *HWH #3 .036-.210 * 7/16" Across Flats HWH with serrations under head. Max. Material Attachment .270 .520 .550 • .800 1.450 1.950 2.450 3.450 .210 .400 .650 .900 1.400 1.900 2.400 3.400 Box Oty 5,000 4,000 4,000 2,500 2,000 1,000 1,000 500 3,000 2,500 2,000 2,000 1,500 1,000 1,000 500 .500 2,500 Applications • Roof deck to steel framing • Wall panel to girt • Duct work to steel framing • Accessories to steel framing • Clip to steel framing • Retrofit framing • Commercial overhead steel doors, hinges & latches. Performance Data — PULLOUT VALUES (average lbs. ultimate) Fastener Steel Gauge Dia. Pt. 26 24 22 20 18 16 14 12 3/16 12 2 156 243 283 375 605 848 1181 1856 3520 3 142 211 289 341 551 757 1063 1631 2998 1/4 3 141 231 293 346 613 880 1145 1858 4550 FASTENER VALUES Fastener (dia-tpi) Tensile (lbs. min.) Shear (avg. lbs. ult) Torque (min. in. lbs.) 12-14 2778 2000 92 1/4-14 4060 2600 150 SHEAR VALUES (average lbs. ultimate) Fastener Steel Gauge (lapped) Dia, Pt. 26 24 22 20 18 16 14 12 12 2 365 600 623 898 1370 1758 2138 2202 3 - - - 769 1358 1620 1970 1986 1/4 3 - - - 930 1442 2100 2584 2650 SHEET STEEL GAUGES Gauge No. 26 24 22 20 18 16 14 12 Decimal Equivalent .018" .024" .030" .036" .048" .060" .075" .105" The values listed are ultimate averages achieved under laboratory conditions and apply to Buildex manufactured fasteners only Appropriate safety factors should be applied to these values for design purposes. Installation Guidelines inL A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. Adjust the screwgun nosepiece to properly seat the fastener. New magnetic sockets must be correctly set before use. Remove chip build-up as needed. Aft.irtiy Buildex IA_ The fastener is fully seated when the head is flush with the work surface. IA Overdriving may result in torsional failure of the fastener or stripout of the substrate. The fastener must penetrate beyond the metal structure a minimum of 3 pitches of thread. 700 High Grove Blvd Glendale Heights, Illinois 60139 800-848-5611 Fax: 630-595-3549 www.itwbuildex.com 7 Teks and Ciimaseal. are trademarks of Illinois Toal Works, Inc. 2019 Illinois Tool Works, Inc. ROOF JOIST PER MANUFACTURER, TYP BLUE LINES BRACED FO E W810 NOTES: I 12/S3J I 1 1[ 12/01I I C6x8.2 TYP RED LINES MECH UNITS BY OTHERS, TYP 411/...N0,14rs !MI I 2611 400 6 - GRML NE A SSK-08b 200 \--I SSK-080 BRACED FRAME L _ 1. REFERENCE SHEET S2.3. THE INFORMATION PRESENTED IN THESE SKETCHES ARE BASED ON DRAWINGS BY EVERGREEN REFRIGERATION & HVAC TITLED "PERMIT SET" DATED 4/8/19. REFERENCE THE FULL DRAWING SET FOR ADDITIONAL INFORMATION INCLUDING ADD FRAMING PER 3/S5.4 2. MAX UNIT WEIGHT = 1300# Copyright 07.2019 [Age° COMMON Inc. All Rights Reserved The dodged* end the Ideas and denims may mt be reused, In wtble or In pert, wiebut blab, perbebb trorn rtmlido Comment) Ir. Ilimato (boatmen° Mc. declaims any reopensbIly ter b unsutrobed c..747zkrz PROJECT NAME: KING LASIK /t PROJECT NO: 17011-0121 DATE 07.23.2019 anotnaa 818 Stewart Street, Suite 1000 Seattle, Washington 98101 P: (206) 332-1900 rAvw.dci-engineers,com IC IV I L_ / UPC-1-U RAI_ DESCRIPTION: RTU SUPPORT BY: GD SHEET NO: SSK-08a µe. t cfelt ft-110"- i @ Copyright 07.2019 D'Amato Conversano Inc. All Rights Reserved TOY document and the Ideas am designs may net Ee tamed, In whoa or In part *nod nefn pertninon Fan Moan Caan.re he. PNreb (nwenano Inc. declaim an/ reeponabeq icy 6.wnnnma we. (t/1eraL�"jb - rvte-rAL_ "5CR. e a iti" oC E"'N 4-11hKtk.w'/y t.>1 DE(. {znt cut+-B 4L. CutArt .3.- e . pax P1-A+-1 ®ram enainaa 818 Stewart Street, Suite 1000 Seattle, Washington 98101 P: (206) 332-1900 www.dc i-engineers.wm CIVIL / STRUCTURAL PROJECT NAME: KING LASIK PROJECT NO: 17011-0121 DATE 07.23.2019 DESCRIPTION: RTU SUPPORT - PARALLEL TO ROOF DECK BY: GD SHEET NO: SSK-08b ()Copyright 07.2019 0`Amato Conversono Inc. All Rights Reserved The tlounidX, eM the Ides end nest. me,. he hoed, h xihk nth pe2 wXs.rott per ieevn tern D.A.* Cenveeno he Meets Can etee l0Inc. *date my newel, ice h uauherned tne. PROJECT NAME: KING LASIK xV/64 Sv14D1: V—To- Mom' '- 5C41-w In+� �„, P>Gi t Gta 4 (Ye t'f /4 .3'' i_op-)(a EA. H%& 4 FL,vt->r UP-4)V' R ttIV C.012-6 PROJECT NO: 17011-0121 DATE 07.23.2019 cnGincct+t® 818 Stewart Street, Suite 1000 Seattle, Washington 98101 P: (206) 332-1900 www.dci-engineers.com CIVIL / STRUCTURAL DESCRIPTION: RTU SUPPORT - PERPENDICULAR TO ROOF DECK BY: GD SHEET NO: SS K-0Hc L8x4x1/4 x BEAM WIDTH + 1" (4" MIN) CHANNEL PER PLAN 3/16 1 Copyright 07.2019 DiAmato Conversano Inc. All Rights Reserved The deemed, and the Ideas and designs they rot be named, e Allele u In pert AiCat eaten ;emission troth (Mamba Comaeeno Inc RMam Coweewe ea dBcekre any respon:Gay erfl wS endue. 3/16 3/16 i T/JOIST = T/CHANNEL JOIST PER PLAN MUM cnGInee 818 Stewart Street, Suite 1000 Seattle, Washington 98101 P: (206) 332-1900 www.dci-engineers.com CIVIL / STRUCTURAL PROJECT NAME: KING LASIK PROJECT NO: 17011-0121 DATE. 07.23.2019 DESCRIPTION: RTU SUPPORT - CONNECTION TO ROOF JOIST BY: GD SHEET NO: SSK-08d (3) SIDES CHANNEL PER PLAN EU Copyright 07.2019 D'Amoto Conversono Inc. All Rights Reserved Thw document end the Nee.eM design may rot be mewed, In style or N per Mewl permission ham dMwN Canaearo sic. dAmsin Consessno Inc.c dams any retpoe.dM for b uneuthotteduce. 3/16 MTL DECK PER PLAN PL3x3x1 /4 BEAM PER PLAN t t♦ L r—y—, enG1neen 818 Stewart Street, Suite 1000 Seattle, Washington 98101 P: (206) 332-1900 www.dol-engineers.com CIVIL / STRUCTURAL PROJECT NAME: KING LASIK PROJECT NO: 17011-0121 DATE: 07.23.2019 DESCRIPTION: RTU SUPPORT - CHANNEL TO WIDE FLANGE BEAM BY: GD SHEET No: SSK-08e City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 19, 2020 Alex Burkhart Evergreen Refrigeration LLC 727 S Kenyon St Seattle, WA 98108 RE: Request for Extension #1 Permit Number M19-0124 Dear Mr. Burkhart, This letter is in response to your written request for an extension to Permit M19-0124. 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 September 1, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. M19-0124 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: Tukwi A. v \ / • 'Evergreen • Refrigeration & HVAC 3 PERMIT EXTENSION REQUEST To: Building Official, City of Tukwila Project: King Lasik — Shell Address: 6700 Fort Dent Way Tukwila, WA 98188 Permit #: M19-0124 HVAC & CONTROLS DESIGN INSTALLATION SERVICE RECEIVED CITY OF TUKWILA FEB 12 2020 PERMIT CENTER We are requesting an extension to the expiration date of the permit listed above. This project has experienced schedule delays in the time since we obtained the permit, causing our start date to be pushed back multiple times. In addition, our scope has been altered slightly and therefore we will are submitting for a revision to the permit at the same time as this extension request. If you have any questions or comments, please contact me at the information located below. Sincerely, Alex Burkhart Evergreen Refrigeration, LLC 727 S. Kenyon St. Seattle, WA 98108 Desk: 206-763-1744 ext. 247 Fax: 206-763-2389 alexb@evergreenhvac.com (Request for Permit Extension # I Current Expiration Date: 3- ) -)O Extension Request: Approved for / days Denied (provide explanation) Signature/Initials 727 SOUTH KENYON ST, - SEATTLE, WA. 98108 (206) 763-1744 - Fax (206) 763-2389 City of Tukwila Department of Community Development August 12, 2019 ALEX BURKHART 727 S KENYON ST SEA1 I LE, WA 98108 RE: Correction Letter # 1 MECHANICAL Permit Application Number M19-0124 KING LASIK - 6700 FORT DENT WAY Dear ALEX BURKHART, 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. Provide the "S" sheets relative to the structural details of framing for the mechanical units. Show any additional framing required in addition to the current building plan sheets. Indicate special inspections on the plans. Plan sheets relative to additional structural framing for the mechanical permit shall be included with this permit. 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 Shed must accompany every resubmittal. 1 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 -\ r Sincerely, Bill Rambo Permit Technician File No, M19-0124 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COM COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0124 PROJECT NAME: KING LASIK DATE: 02/12/2020 SITE ADDRESS: 6700 FORT DENT WAY Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: 1M6 WO Builaing Division Public Works Fire Prevention Structural Planning Division Permit Coordinator OE PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 02/13/20 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) 03/26/20 Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg LJ Fire LJ Ping fl PW 0 Staff Initials: 12/18/2013 tPERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0124 PROJECT NAME: KING LASIK SITE ADDRESS: 6700 FORT DENT WAY DATE: 08/23/19 Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Pelinit Issued Original Plan Submittal DEPARTMENTS: 3uilding Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 08/27/19 Structural Review Required REVIEWER'S IN IALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues DUE DATE: 09/24/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire ID Ping [r: PW EIJ Staff Initials: 12/18/2013 ERMIT COORD COPY / PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0124 PROJECT NAME: KING LASIK SITE ADDRESS: 6700 FORT DENT WAY X Original Plan Submittal Response to Correction Letter # DATE: 07/31/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works P A-141 Aisoc Fire Prevention III Planning Division Structural LI Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 08/01/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews DUE DA I E,: 08/29/19 Approved with Conditions ri Denied (ie: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: o Bld Fire El Ping 0 PW 0 Staff Initials: 14/11 12/18/2013 PROJECT NAME: VI tv4 1.4iti 14 SITE ADDRESS: VI ad crnAt-iswmcf PERMIT NO: t"t(9 0 LP/ ORIGINAL ISSUE DATE: 61-t-i, REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS )•-•-• 1,?'").8,10 43 - at-{ - )--0 -)-0 4_,v Summay of Revision: 1--- Received by: (CXf REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Surmnary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2/12/20 Plan Check/Permit Number: M19-0124 L Response to Incomplete Letter # Response to Correction Letter # Revision # 1 after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner 1111 Deferred Submittal # Project Name: King Lasik Project Address: 6700 Fort Dent Way Contact Person: Alex Burkhart Phone Number: 206-763-1744 Summary of Revision: Number of rooftop units has increased from 3 to 6; RECEIVFD CITY OF TUKWIL1. FEB 1 2 2020 PERMIT CENTEP Sheet Number(s): M001, M201, M501, M502 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: E] Entered in TRAKiT on WDATABASIAI)atashare Watashare\Sales DepartmeniVAlexlIOF3S FOR PERMIT\ King LasiOREV\Revision Submittal Form Kdoc •41. City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tul:wilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8/23/19 Plan Check/Permit Number: M19-0124 Li Response to Incomplete Letter # Response to Correction Letter # 1 P T Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: King Lasik Project Address: 6700 Fort Dent Way Contact Person: Alex Burkhart Phone Number: 206-763-1744 Summary of Revision: Stamped structural sketches have been added to page M601. Structural plan set has been added to be back of this set. RECEIVED CITY OF TUKWILA AUG 2 3 2019 PERMIT CENTER Sheet Number(s): M601, S1.1 thru S5.4 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on --7-3 Home Espailoi Contact Safety & Health Claims & Insurance ington State Department oi abor & Industries Search L&I EI Search A-Z index my Workplace Rights Trades & Licensing EVERGREEN REFRIGERATION LLC Owner or tradesperson Principals PATTON, RODGER, PARTNER/MEMBER PATTON, MATTHEW, PARTNER/MEMBER Patton, Adam, PARTNER/MEMBER Patton, Douglas, PARTNER/MEMBER EVERGREEN REFRIGERATION LLC, PARTNER/MEMBER PATTON, DAVID, PARTNER/MEMBER (End: 01/21/2014) Doing business as EVERGREEN REFRIGERATION LLC WA UBI No 602 512 953 727 S KENYON ST SEATTLE, WA 98108 206-763-1744 KING County Business type Limited Liability Company Governing persons MATTHEW ALAN PATTON ADAM PATTON; DOUGLAS PATTON; RODGER PATTON; Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. 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. EVERGRL954R2 Effective — expiration 01/06/2006— 01/06/2020 Bond Merchants Bonding Co (Mutual) Bond account no. WA15097 $12,000 00 Received by L&I Effective date Help us improve 12/15/2011 f 01/01/2012 Expiration date Until Canceled Insurance Transportation Ina Co $1,000,000.00 Policy no. 6078808310 Received by L&I Effective date 07/29/2019 07/31/2019 Expiration date 07/31 /2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded Li other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Public Works Requirements Workplace safety and health E') Washii n State (Dept bor & Industries Use of this, site is subject to the Taws of the stale of Wnshinftton. Help us improve cF' L�,1 FIRST FLOOR HVAC PLAN A CD-1 400 CFM 400 CFM 00 10. DROPS F" RM6 400 CF" 00 0 FOR RTU 1 5 180 160 14b FIELD VER-IFY LOCATION 2 DO C DROPS FROM m— FROM DROPS FROM 5 RTLJ-3 FM RT�4 RTU- T RTU-I DOW TO FIRST FLOOR C, DROPS FROM EF RTI-1 8'0UPTOROOF —/" SECOND FLOOR HVAC PLAN SCALE: 1/8"=I' A 2 202 � TU= 12. RECEIVED CITY OF TUKWILA FEB 12 2g2o PERMIT CENTER SIZE 11/2" 11/4" 3/4" 3/4" 3/4" 3/4" 3/4" GAS SIZING MATRIX UPACITY 390 CFH 260 GEN 130 CFH 65 CFH 65 CFH 65 CFH 65 CFH 65 CFH 65 CFH LENGTH 70' 38' 33' ss. 42' 42' 42' 10' 25' UNFTS RTU 1,2,3A,5,6 RTU 1,2,3,4 RTU . FM1 6 RT115 RTU 4 RTU 3 RTU 2 RTU 1 GAS PIPING SIZED PER 2015 IFGC TABLE 402.4(2) DEVELOPED LENGTH= 150' TOT, CFH. 390 GAS PIPING TO BE RUN UNDER ROOF ROOF PLAN SCALE: 1/8..1. • AS. c;i7PEENRcE MAR 12 2020 BU2gintgION CIAFTZVILA FEB12 2. PERMIT CENTER PAIR-011# 6- o 6 2 E nhik hn'E' PERMIT SET DATE • ISSUED FOR CONSTRUCTION • DATE: 9,2309 AS BUILT KING .IK ROOF PLAN DWG BY: CKD BY: MG; JOB NO.: 519006 -M501 1 V-7j- ii II 4- 4 16'-3j" 16--3j - - - - - - IX-1 EDGE OF CURB IS 4" FROM EDGE OF ACCOUNT FOR FLANGE WIDTH OF 6.73/2=3.365. FLANGE WIDTH OF 6.75 PER W14X50 GRID LINE TO TYP 5 ROOF CURB PLAN SCALE:1/8"=I' REVIEWED FOR CODE COMPLIANCE APPROVED MAR 12 2020 City Of Tukwila BUILDING DIVISION RECEIVED cr" OF TUKW" FEB 12 2020 PERW CENTER - *11 L CD CZD C*) CA) Op © c7 117-6 I LIM IW-6 191-6 191-6 IT-6 2W-0 . L i U/S OF DECK ELEVATION @ -W14X23 -Wl4XM -W14XW -HSS6X6X 114 CHSS6X6X 1/4 HIGH POINT = EL.2V-8 ]A - --- --------------------- W14)30 W24X94 W14)m W14)M W14)m W14XM ------------------- ------------ ------------------ ------------------- ------------------ T TYP. I- MS Ll- 3. F1 C6XB.2 t; -p ------ — --- -------------- ------------------------- ----------- ---------------- ------------------------------------------- ----------------------- ------------- --- 05M2 12'-2 Yz 3: 9 19-4 g Y-1 16'-4 13'-1 T-1 waxio �-WMX132 i—M Y4 -- FM11jO6X8.2-- HSS6X6X 1/4 WIOX22 W8X10 -KSS6X6X 1A y2xl- 112XIAA H� 'A Li- H%606� 'A 4 .1 DET. A -'4x-m ------- ;4 4 --------------- �STLID WALL — ------------- GKXM� ----------------- ------------ - ----------- ----7 - ---------------- LI-IhXl-lkXl/4 3" Ll-1GhXA1T-1bXjA y Y-2 53V4 U-Ihxl-%XY4 3�2 5-Y4 VERITY TU is BEA RING ------------ L" JOIST 1111 UNITS CD-1 400 CFM 400 CFM CF IB" 0 0 0 DROPS FROM RT� 0 400 MT 18� 160 14� 7 CD-1 FOR RTU 1-2 DROPS FROM RTU-1 DROPS FROM ITU-1 200 CFM T FIELD VERIFY LOCATION WET T DOWN TO FIRST JFL� 7A-CF1M 8-0 UP TO ROOF f �(r,-"\ SECOND FLOOR HVAC PLAN � SCALE: 1/8"=I' CODE COMPLIANCE . p ", C E 1F APPROVED [;'U AUG 292019 j City of Tukwila BUILDING UILDING DIVISION nECFIVEn CITY OF TU;Wft AUG 23 2019 tfooj 1�0 PERMIT CENTE A1119-mv- 4 RTU 3 RTU RTU cm f 2 06 00 -,:u r—REVIEWED FOR CODE .I,L,.. APPROVED AUG 2 9 2019 A2 City of Tukwila """0. APPROVED DIVISION nECE!VEn MY OF I WWOLA AUG 23 2013 ROOF PLAN lqe #17 d PERMIT CENTER —LE: 1/8=r A- I T-. L8x4xl/4 x BEAM WIDTH , 1"(4"MIN) 3/16 CHANNEL L�l PER PLAN TMOIST - T/CHANNEL 3/16 JOIST PER PLAN TLTU cufL% Rev �T%kep, L7 CIA M " I..— Q SUPPORT - PARALLEL TO ROOF BECK vurvt FL—e uN9eM1 Pu c." A NDCF'N'G'5-IK .. — lea — I —� .1. 'Mff7L,F;^'°'*'"m —1-7011-0121 —— 07.23.2019 PERPENDICULAR ;;U SUPPORT - TO ROOF DECK GD SSK-o8c MTL DECK PER PLAN PL3xj3xl/4 CHANNEL PER PLAN BEAM PER PLAN OF A -DCF--'a-lK 17011-012 rt 07.23.201 ;;U SUPPORT -CHANNEL TO WIDE FLANGE BEAM iN!SSK-03e REVIEWED F'EVIEW CODE EIDFOR APPROVED AUG 2 9 2019 City of Tukwila BUILDING DIVISION rIECF.ivr-,l CITY C)F'j L,: VILA AU. 2 a 2019 o(go 19 PERMIT CENTER .q FOUNDATIONS a FOOTINGS Fo islabashe thad bear m, either an competent hadve Met or cornicawd! structural lill as IM gewachnicaul report Exterior perimeter floctings shall bes, ot less than 18 inches below firmal, grace, rates othemarse specified by the geoleschnical engineer andVor the Wading official. FOOTING DEPTH Tops of footings shall be ae shown on plans with vertical chang as in cated with steps in the hood ; loodons of steps shown as apgaoximods, and Mol Its, coordiraced :0, me civil grading plans to ensam that Me indemor perimeter floofings bear no ass Man 18 inches below finish grade, or as th� shviss indicated by the gisoteahnical engineer m building official. jt=DE: AJ' slaw"h-grisle a hall bear on cornpacked structural fill or competimt native Mil par 'Pon A' moisture sensitive stabs-ghade or those subject to receive moisture samativ, coating.ring ..it be provided with an appropriate capillary lemes and vapor barrieffrotardant over the o.,g_. prepared and instead as noted! in the g-lischisciii report, banter hassifiestimir'. mandations, and coiadimaled! with the finishes specified by the Architect CAST4"LACE CONCRETE RHMTC.1 -STANDARDS: Confionn 0: 8) -10 'Spectications for Shractinal Cmuorew* (2) BC Chapter 19 1C_wta* (3) AGI 318-14 :Building Cod: Requiremart, for Sbuicluffil Canscrelle' (4) ACI 117-fl) Specification forTolo�fmC�C�,�n,ndM�rials' FIELD REFERENCE, The webaclo, shall keep , copy of ACI Field Reference manual, SP-15. 'Standard Specifications ficrStrucharal Concrete (ACI 301)with SIetedACI mid ASW References' CONCRETE MIXTURES Comforrin to ACI 301 Section 4'Concrete Mirstame and IBC Section 1904 1 MATERIALS mform to ACI 301 Section 4 2.1 'Materials' for ref,imnamas for cementious materials, ag- gregat-, mising star and admixtures. SUBMITTALS P vid, all submittal, required by ACI 301 Section 4.12. Submit mix designs for each mks in the bible beloss. 7ifielowntuffirig strength wouiltes from past mate Mall so be older then 24 nwnft per ACI 31S Sectloin 26.4.3.1 (b). TABLE OF MIX DESIGN REQUIREMENTS Table of Mr, Donson Rassuiremorthe N~. (1) W/C Ratio Waker-cemenfitious material notice MM be based on the total wivght of whentitious ma, torre,w Maximum ratios am controlled by strength n= in Me Table of Mic, Design Requirements and durability, requirements ghwn in ACI 318 Section 19.3. (2) Cernshtifi.. Me lials The was of ffy ash, other p-tons, tokis fame, or slag shall conform to ACi 318 Sextions 19.3.2 and 26.4 22 Mmurnarn amount of fty ash Mail be 25% of total comentitious mixont unless w, ,almost and approved offorwrae by SER. bFor coaxial used I, elevated floors, minimum coneeml shall confiarm ft, ACI 301 Table 4.221, Acceptance Of lower cement content Is contingent on providing support- ing data %, the SER for wviwsand acceptance C. Gementitious massial, anall conform 0 the reavant ASTM standards listed in ACI 318 Sectim, (3) �rCon�tCmf�WAC1318$mlinlg.3.3.1. Minimum standards for exposure chase am notedin the table. If treating and thasaing close I. hot noted, air content given is that required by the SER. Tolimance is ±"%. Air content shall be haussured at point of placement (4) Aggregates MA conform to ASTM C33. t5) Sharp: Conform to ACI 301 Section 4.2.2.2. Slump shall be determined at point of pla-want. t6) Chloride Content Conflonn to ACI 318 Table 19.3.2.1. (7) Nor, chloride acce"wha, Nch,cl,lorkle, acosamating admaxture may be used I, conchate plecoi at am - bent tomperaideares below WF M ths, opbon. (8) ACI 318, Section 19.3 1.1 expossum classes Mail bis assumed to be FO, SO, PO, and CO unless diffe, ent exposure casaws am listed in Me Table of Mix Design Requirements that modify these base w quirensents. (9) Shrinkage Limit Concrete used in etivated slow and beems Mail have a shrinkage limit of 0,045% W 28 days measured in accordance M ASTIM C157. Submit laboratory test wasufts to SER for approval prim to conshuction. ��=&RESHIORING Conform to AC 301 Sebrion 2 'Fomsvoil, and Form Removal coyforh to section 2.3.2 except smength indicated in Section 2.3.2.5 small be 0.75 f C, MEASURING. MIXING. AND DELIVERY Confionn W ACI 301 Se,fion 4,3. =15!�Qlnla!511 NO AND CURING Comform to ACI 301 Saction 5. In addition, hot Cl 305R-10 and cold weather conchating shall conform to ACI 306R- 10. �hONISTF��N JQINM: Cowmm to ACI 301 Sescoons. 2.2.2.5. 5.2.2.1 and 5.32A. Construabon joints all b, a and detailed as or, Me conionaction dianvings. Submit aftemate location, or ACI 301 Sac, tion 5.1.2.38 for review and aptoormssid by the SER Nxi weeks minimum pricablonning. Useftmosceptable adexashm, surface -do., porliend coment groat ce roughening the surface I, nol: required! unless spec& cality noted on the dlrawmg�. ��lITEMS. Position and socure in place expansion jont material, archow and other structural and emawasted items Wow placng wromila, Connector Mail refer to mechanical, electrical, pluodoing and architectural drawings and coonfinals other mraxedtfoul items. GRO Use 7" psi no -shrink grout under coluarm base plabw ANCHORS to CONCRETE' or location, type, diameter and ambedment Mail w as indicated on travel Refterarrics, thei POST INSTA' L ED ANCHORS socition for Mpecable Post4ristalled Anchor Evshwfi:�I,aaivee Anchors Mail be installed and inspected in strik accordance with the applicable ICC- Serves Report (ESR). Special inspection shall be Par the TESTS and INSPECTIONS section. SHRINKAGE Conventional and post -tensioned concrete slabs will coramus W shrink after initial placement and amusing at concrete. Contractor and subcontractor Mail coordinate fainting and interior material finish - as to provide adequate wiersome for m,pactiod structural from stainkaig, amd Mail include, but not be finsted to: curtain wall, dryvil skylight, floor firdsh. and wiling suppliers. Contact Engineer for expected! range of smirlxwg. 5�2LR FINISHES, The wintrawor nast Provide and comectlyr install a, vacation membrane and property expansion pints to help rh romicos creclung of finishes with cerrounifficus setting beds or finish proper- fies (i - cor"a's -Zing, etc), The expansion joints shall W sized for an expected short- ,wng =ei tsf =01 inch. peor facit STRENGTH TESTING AND ACCEPTANCE 1) Welding shall conform to AM 01.1 and 01.8 at applicable for Seismic elisheas with Prequalifemi Welding Processes except as modified by AJSC 360 section J2 and AJSC 341 as applicable. Wed- aw Met be qualified n acconlance with AWS DIA WABO. (and DIA for Demand Critical Welds whom applicable) requirements. Use 70ksi strength, low -hydrogen type electrodes (E7018) or E71T as appropriate for the process selected KWG LASK Welding of high strength anchor roda is prohibited unless approved by Engineer. 4) Welding of headed Mid anchors shall be in -dance with AWS D1. 1 Chapter 7 "Stud Welding'. ERECTION 1 Con mMSCSwW'EbaWASCSm7'En*. 2�m���re���Conform to ABC " Chapter IN -Quaky Control Mel Queasy Assusance and AISC 303 Seschort S. a. The Erector Mall maintain detailed Mission quality comercl procedures that ensure that the won Z poiformad in accordance with these requirements and the Combed Documents. 3) Steal work Mail be carded up true aric! plumb within the Innits defined in ABC 303 Section 7.13. 4) High strength holfing shot comply with she RCSC requirements including RCSC Section 7.2 'Requires! Toting', as applicable and AISC 360 Chapter J, Sector 1,112.5 and Section N5.6. 5) Welding of HEADED STUD ANCHORS Mail be in accordance with AWS 31.1 Chapter 7 "Slud Welifirig 6) Provide Headed (Shows) Start Anchorswelded through the metal deck to tops of beams conceal in plans. 7) The contractor shall provide temporary bracing and safety probscalon required by AISC 360 Section M4.2andAJSC303Sec1en1.10d711. CrYT a r c In ) t C c t s 2505 Third A-una Skufto, 324 Saaw le, WA 98121 206.72 7 01 phone 206.7202=9 fax PROTECTIVE COATING REQUIREMENTS. 1) SHOP PANTING: Conform to ABC 360 Section NO and AISC 303 Section 6.5 union otherwise speolks! by the pmjW Meficalkso. 2) INTERIOR STEEL: a, Unless noted otherwise, do cot pahat any of the steel surfaces meeting the following wn& ton: • Concealed by the interior bunting finches, • Finsiproxyled, • Embedded in concrete, • S=aHy prepared as a 'faying surface' for Type -SC ',lip-mitical" connections including boded connections that form a Pon of the Seismic Force Restating System governed by AISC 341 unless the coating comform; to requVements of the RCSC Bolt Specification and 4 -.erafta-hitxsc1nn is approved the ENInser. • Waded; if area requires Punting, do not pairs until enter wadi inspedbns and non- clostructise setting requirement. if any, are sattafkad. b, Interim Mail, evicted! W v-. Mail be wanted with one cost of Map primer unless otherwise indicated in steel, project sped( tons. Field touchups to match the finish coat cs as otherwise indkethadin the pmjectepoolostimn.. 3) EXTERIOR STEEL Exposed toderess-tsel shall be protected by either co Jl a. Reim with an ashator inuffi-cost "a, as W the phojact specifications. Field touch-up painting Mall as per ft pioadt Moofic-tor's b. OMmmAng: Unless protected with a mint system, exposed steel (outside the building envelope) small be hol-dipped galvanized, whom noted on the plan or otherwise Indicated by the finishes 0 specified by the Architect Apply field toachulys Per project specifications. STRUCTURAL STEEL - SEISMIC PROVISIONS to REFERENCE STANDARDS Conform 0 the standards in the STRUCTURAL STEEL sectur, mal me kilt REVIEWED mg: CODE 1) ANSIVASC MI-10 -Seismic Provisions for Sthxsural Steel 301dings" 2) AWS D1.820DII-Shructional Welding Code -Seismic S,pplamenr 3) ANSUAJSC358-101358SI-VII35892-14-'Prequalff*dCwn�mfor Spr wo Moment Framass for Seismic Application Including Supplement No. 1 z 32 FOR COMPLIANCE CE A APPROVED AUG 2 9 2019 am, 1== In add!*, W the aderiderms specified in the STRUCTURAL STEEL Section of these GENERAL E- OUIREMENTS, Structural Steel 00 1, Part of or that Versions seismic Wads to the design 71d Force Ressfing System (SFRS) darned in the DESIGN CRITERIA AND LOADS . 11 a- GENE ILDING REQUIREMENTS,"'" "Ply with the applicable SEISMIC PROVISIONS Itsixse. SEISMIC FORCE RESISTING SYSTEM (SFRS)' The SFRS Is an sessamilega of b-, not" no brows dal have been specially proportioned into warlicall ficam, systems to roost lateral seismic b= L , y.nd a framesare typically other hortcontal members connecting to the vertical shear roasting homes that colos, and assamic forces to Me verfical sear lannion bs These lermards include City ofTukwila L I DIVISION I V, CONSULTANT 00=DC1 'oollactorl 'drags' and 'diaphragms' touch as Me floor slab and roof deck, wladlr� also form pan of ft SFRS and are subject to Me *Seismic Provisions of ABC U1, DESIGNATION of the primary SFRS Framing System for the project is provided! In the DESIGN CRITERIA AND LOADS section of these GENERAL REQUIREMENTS. In addition to the pinhory steel SFRS, Stability of the struclu under sexamic bads is meant upon sinactural steel welai1c,, drag Mate, and diaphragm In= In G I in Is e Fit So 1000 818 Stewart Street, Suite Seattle, Washington 98101 Rt 032-1900 xwwdo�oxn chords which aw also governed by the Seismic Provisions. arse Lowest Arybobatedd Service Torroonstare (LAST)- The primary SFRS Gaming for this project a W be en, dwed and expected to be maintained with the LAST of 50 degrees Fahrenheit wase Structural nwrobare aM their connection, considered in the design of the SFRS are subject to the special Seismic Provisions of this section. Subject elements require special abandon ft, distalling, 7:.Ie.iwlcrmt�� RECEIVED dommiensal fabrication, shipsoction, and protim -lions from all thades. Special nauiremann Y LF I not ii 1. "a" to 11 .- ton &S)=RSAlembemladNLg=on=aM�d�n include spe, ost detailing, welding and inspection mq.i lon - s . where other trades me hastnct- AUG 23 2019 ad from My .11schnsafts. Refer loNSC341section Dl. ProbachodZimes, 29759 decl D10 wattle and Protect- It. L the layout of bobs, plafts.. ed erection aced we and welding sequence requirements. PERMIT CENTER a �Zmaa (,Z) _ Locadmi,= Dimensions shall be celery dimensioned! on the Mop drawings including applicable paining, labeling, and warnings. b. Include placement detail off shear Made on applicable handouts with respect to the protected 3) Gusset =ofSCSF shall be detailed to scale as rotated! W accommodate inelastic rotations. 4) Demand! CrificalWald, (DCW) shall be noted on shop and erection drawings.08/31/18 Q 5)� nd PNWIsse L C= OL, Q,=WChwpyVnmh(CVN)"h,aas1aatiq. UA ASSURANCE PLAN: Quality Control (QC) (by Contractor) and Gasify A' Assamince (CA) (by an approved Special Inspection Agency) for members of the SFRS shall be provided n Permit Submittal 11/05/18 Permit Ruglamittal accordance with AISC 341, Chapter , Mid coordinated Per Section J5.4. all he lKyCm"lPmgmm�rAISC 36OSecOmN2. Quality 1) Fabricator and Erecter M'c' a. Febricabir and Erector Mall provide accessto the Quality Assurance(Special Institution cy Agen, prior to the start of wore, for purposes of review of the Quality Control Program re- 12/13/18 APermt R�ubmitlol quired per AISC 360 Section N3.2 and per IBC 1704.15. 2) Special Inspections required per IBC aecfiams 1705.2.1 and 17M.12.1 am the STATEMENT OF SPECIAL INSPECTIONS section of these GENERAL REQUIREMENTS. fly SUBMITTALS (1) Submit Fabricator and Ensidex Doc amardis Par AJISC 360 Section NO and AISC 341 Section J2. 1. (2) Shop drawings of the SFRS shall be prepared in accordance with AJSC 310 Section 4, ABC 341 Bac_ bons As. 1, A4.2, and 11 and shall include the following: • DESIGNATION trifffie,31`11S. • MEMBER and CONNECTIONS"" SFRS clearly Identified. 24 shefft Titie. STRUCTURAL • PROTECTED ZONES, locations and dimensions provided Par Fig C-F2S & 2.6 In ABC 347. • PRE-TENSIONE BOLTS and PAYING SURFACE PREPARATION LOCATIONS in SFRS. GENERAL NOTES • WELD ACCESS HOLE DIMENSIONS, surface profile midi finish requirements. • GUSSET PLATES drawn W scale when they am designed to -irextaft, sholadefic rota_ don • NOT where performed by the fialincoam, (3) Vlad P-&. spontefich, (WPS-.) (4) Bat IntleUMor, P-cifivear (5, Ch 1 - MIV Fluxes and Shooing Gases. Date: 08/31/18 Design: AM Drawn. SGS AM wOP1RIGHT CRAFT ARC F For ReferenceSted ma:S1.2 SHEET LIST SHEET NUMBER SHEET TITLE S1.1 STRUCTURAL - GENERAL NOTES S1.2 STRUCTURAL - GENERAL NOTES S1.3 STRUCTURAL - GENERAL NOTES, LEGEND & ABBREVIATIONS SI.4 STRUCTURAL - SPECIAL INSPECTIONS S2.1 STRUCTURAL - FOUNDATION PLAN S2.2 STRUCTURAL - LEVEL 2 FRAMING PLAN S2.3 STRUCTURAL - ROOF FRAMING PLAN S3.1 STRUCTURAL - STEEL BRACE FRAME & MOMENT FRAME ELEVATIONS S4.1 STRUCTURAL - FOUNDATION DETAILS S4.2 STRUCTURAL - STEEL SFRS FOUNDATION DETAILS S5.1 STRUCTURAL - STEEL SFRS FRAMING DETAILS S5.2 STRUCTURAL - FRAMING DETAILS DRAWING LEGEND INDICATES IOLUOW STRUCTURAL SECTION (HSS) COLUMN OR STEEL PIPE COLUMN v ii. YN CMU . REANFORI OL (REFER TO CMU WALL REINFORCING SCHEDULE) IONTINLI" PLATE LENGTH (REFER TO TYPICAL DETAIL) INDICATES M MINI FRAME CONNECRON ��INDICATES DRAG CONNECTION INDICATES CONCREIE/,nLT-up CONCRETE WALL MU MAN %lmiii Atli[ hi AZ POST -TENSION PROFILE (PLAN) (IN INCHES) Building No: 01/90-01 For Reference Shad NO.. S1.3 COPYRIGHT CRAFT ARCHrrECTS 2016 SPECIAL INSPECTIONS The following Statement and Schedules of Inspections are those Special Inspections and Tests that Shall be performed for this project Special Inspectors shall reference these plans and IBC Chapter 17 for all special inspection requirements. The owner shall retain a WASO accredited Special Inspections agency to provide special inspec- tions for this project. Special Inspectors site[[ be qualified persons per IBC 17D4.2.1. Special inspection reports shall be provided on a weekly basis. Submit copies of all inspection re- ports to the ArchkoctfEngineer and the Authority Having Jurisdiction for review. In addition to spe- cial inspection reports and tests, submit reports and certificates noted in IBC 1704.5 to the Authority Having Jurisdiction. Final special inspection reports will be required by each special inspection firm per IBC 1704.2.4. STATEMENT OF SPECIAL INSPECTIONS: This statement of Special Inspections has been written with the understanding that the Building Offi- cial will: Review and approve the qualifications of the Special Inspectors Monitor the special inspection activity on the project site to assure that Special Inspectors are qualified and performing their duty as stale within this statement. Review all Special Inspection Reports submitted to them by the Special Inspector Perform inspections as required by IBC Section 110.3. The following Special Inspections are applicable to this project: Special Inspections for Standard Buildings (per IBC 1705.1) REQUIRED Special Inspections for Seismic Resistance (per IBC 1705.12) REQUIRED Testing for Seismic Resistance (per IBC 1705.1) RE- QUIRED SPECIAL INSPECTION OF SHOP FABRICATED GRAVITY LOAD -BEARING MEMBERS AND ASSEM- BLIES: Special Inspection of shop fabricated Gravity Load Bearing Members & Assemblies shall be veri- fied by the Special Inspector as stated In Section 1704.2.5 STRUCTURAL STEEL per IBC 1705.2.1 .1706.12.1, 1705.13.1 A qualified Special Inspector of an "approved agency" providing Quality Assurance (QA) Special Inspec- tions for the project shall review and confirm the Fabricator and Erector's Quality Control (QC) proce- dures for completeness and adequacy relative to AISC 360-10 Chapter N, AISC 303-10 Code of Stand- ard Practice, AWS D1.1-2010 Structural Welding Code, AISC 341-10 Seismic Provisions Chapter J, AWS D1.8-2009 Seismic Supplement and 2015 IBC code requirements for the fabricator's scope of work. • QA Agency providing Special Inspections shall provide personnel meeting the minimum qualification requirements for Inspection and Nondestructive Testing NDT per AISC 360-10 Section N4. • For Special Inspections of Steel Seismic Force Resisting Systems, QA Agency personnel shall meet the minimum qualification requirements for Inspection and Nondestructive Test- ing NDT per AISC 341-10 Sections J3 and A. • QC Agency shall submit qualification documents per AISC 341-10 section J2 on projects subject to Special Inspections on Seismic Force Resisting Systems with R >3. • NDT personnel shall be qualified per AISC 341-10 Section A. • Provide QC and QA Inspections per AISC 341-10 Section J5 through J10 as appli- cable. • Verify Fabricator and Erector QC Program per AISC 360-10 Section N2. • Inspection of welds and bolts by both QC and QA personnel shall be per the Schedule of Special Inspections below. All provisions of AWS D1.1-2010 Structural Welding Code for statically loaded structures shall apply. Additional Weld and Bolt Inspections shall be per- formed by both QC and QA personnel on SFRS elements in accordance with the Schedule of Special Inspections below. Welding inspection and nondestructive testing shall also satis- fy AISC 360-10 and AWS D1.8-2009 Seismic Supplement • Nondestructive Testing (NDT) of welds: • Non -Destructive Testing (NDT) of welded joints per AISC 360-10 N5.5 and J6.2 for elements of the SFRS. • Risk Category for determination of extent of NDT per AISC 360 N5.5b is noted in the Design Criteria and Loads section of these General Requirements. • NOT performed shall be documented and reports shall identify the tested weld by piece mark and location of the piece. • For field work, the NDT report shall identify the tested weld by location in the struc- ture, piece mark and location of the piece. • Additional Inspection tasks per AISC 360-10 Section N5.7. • Inspection for Composite Construction shall be done per AISC 360-10 Section NB. POST -INSTALLED ANCHORS TO CONCRETE AND MASONRY: shall comply with IBC Section 1703. Inspections shall be in accordance with the requirements set forth in the approved ICC Evaluation Re- port and as indicated by the design requirements specified on the drawings. Refer to the POST IN- STALLED ANCHORS section of these notes for anchors that are the basis of the design. Special inspec- tor shall verify anchors are as specified in the POST INSTALLED ANCHORS section of these notes or as otherwise specified on the drawings. Substitutions require approval by the SER and require substanti- ating calculations and current 2015 IBC recognized ICC Evaluation Services (ES) Report. Special In- spector shall document in their Special Inspection Report compliance with each of the elements required within the applicable ICC Evaluation Services (ES) Report. PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to IBC Section 1703. SCHEDULES OF SPECIAL INSPECTIONS: TABLE 1706.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPEC- TION 1. verify materials below Shallow roundathoris are adequate to achieve dre design bearing x Capacity 2. Verify excavabone are extended to proper depth and he. reach proper material x 3. Perform clartshlicallon, and mates of com- pacted x pacted fit materials 4. Verify use of proper materials, densities and list thickness during placiencert and compac x ti-fooripactod fill & Pit. 1. placement of compacted 21, inspect subgrade and very Mat sea has been pro- - x paretl Property TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION REFERENCED STAND- ARD KW LAM( AISC 341-10TABLE J61 AISC 341-10 TABLE J61 AISC 341-10 TABLE J61 C R ovi a r C h I t e c t s AISG 341-10 TABLE J61 2505 Third Avenue AISC 341-10 TABLE J61 Suite 324 Seattle, WA 98121 4. Pre-inslallatic, verification lesling by instsia, b- �= for fast.- P D 0 D AISC 34 1 -10 TABLE J7-1 CONSULTANT blim and methods used. �IDCI 5. Proper storage PmVlded for bolts, rules. wash- 0 0 AISC 341-10 TABLE J7-1 INSPECTION TASKS DURING BOLT- ING - 1. Fastener asserntlies placed in all holes and r= n ri I n E=- r= R washers (d requited) - pusbonied 0 AISC 341-10 TABLE 17-2 quied 818 Stewart Street, Sub 1000 2. Joint brought W the snug -light condition poor 0 0 AISC 341-10 TABLE 17-2 Seattle, Washington 98101 ti it, pre-temeoning opembon P: (206) 332-1900 www.dd-aVineers.com I F.Mans, component not turned by the wrench STRUCTURAL 0 0 AISC 341-10 TABLE J7-2 CIVIL / prevented it= roliding C)Copeiiihi 12/2018 Ami. C- I.. At ffigfiks Rf-.d 4. Boas am pmtonsloried progrewang apmrre d- -Ry 1.. she most dgid point ftwSM the free 0 0 AISC 341-10 TABLE J7-2 edge,, INSPECTION TASKS AFTER BOLT- NG WA 1. Document accepted and misted connections P D P D AISC 341-10 TABLE .17-3 :)THER INSPECTION TASKS 1. RBS negumments, Wapplicalick :Contour and finish P D P a AISC 341-10 TABLE .18-1 Dirminalonal toleurances 29759 2. Protected � no holes and unapproved aftecturem made by fabricator is erector, as P D P D AISC 341-10 TABLE 18-1 p! NAL Se 0 -nee msPechor shell obser..e them functors, on a randon daily loces, Operall reed met be delayed pending obeemsunne, P -These inspections shall be performed prim to the final acceptance of the them.Submidals/Revisions: D - The trepeclo-hall prepare reports Indicating that the work has basin performed in accordance with the Mimes documents, The report need not prWide detailed meawreramm for pint ffiup,'NPS settings, cornpliredwaits, mother individual item listed inthe tables. For simfetricarpon. the report Shall indicate tee pace mark of the piece inspected, For held work the report shut indicate the relen-ce ged lines arid floor elevation inspected. Work rot in occiplience, b the contract docunwre, and whether theand Po hw oncehas been safisfewtonfly repaired shall be noted in the inspection 08/31/18 Permit Submittal cos per or, of Ow mopeotton task for ten welds to be made by a gh,eri weldor, with thS welds, dernonstmiting understanding of mquirarrienti; 11/05/18 APermit Resubmittal and posmesmor, of sialls and fools to Verify these dens, the perform designation of this task Shall be reduced to, ob-, and the welder shall perform this task. Should the inspector determine that the welder has discontinued performance of this task, the task shall be mourned to perform until such time m m, limiloactior has m esmdmhea adequate assurance that She w0lda, will perform the Inspection lattice fisted. lit 12/13/18 &Permit Resubmittal 7- REVIEWED R FO 5 CODE COMPLIANCE E I APPROVED I Sheet Title: STRUCTURAL AUG 29 2019 SPECIAL INSPECTIONS I Sr City of Tukwila I BUILDING DIVISION Date: 08/31/18 IIIIECEWEn t Design: AM CITY OF Tu iW"LA Ir Drawn: W AUG 23 2019 Project No: 17011-0121 PERMIT CENTER 0 LL Approved: 10Z Building No: - For Reference sae w-S,1.4 COPYRIGHT CRAFT ARCHITECTS 2016 M-o", __' - P. ___ KNG LASK CR a r C h I t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206-720-7001 phone 206.720-2949 fax www.craftarchitects.com rr- T --I - - - - - - - - - - - -j-1 A ---------- --- ------- I r -------------- I L ---------------- r---- L _j F6.0 F&S ---- F8.O 0 F8.O 2 S4.1 co r ---I �j I -OB ' L__ --J 6/S4.1 L ___j9/S4.1 --- ---J F6.0 F8.0 TYP U 40 AT INT IV I z 4" SLAB ON GRADE W/ #4 0 18"OC EW CTRD - PER PLAN NOTES 2 2 BRACED T/SLAB = 0,-0. ----------- 4/S4.1 BRACED FRAME TYP FRAME I r r L__j I t r - -- ------------ - ; L_r._j : I --------- ---- f- 0 F8 TR CONSULTANT 100 ----------------------- 2 2 2 Q% 0 -41- �DCI ------- 4 --I e °l °l ---- E=-nc;jnr=e=-R e r -i 12/S3.1 1 818 Stewart Street, Suite 1000 ------------ D Seattle, Washington 98101 P: (206) 332-1900 wwwAci-engimeem.cm F4.0 F60 d ®Copyright 12/2018 6knoto C� Im. ARights R-0TYP AT EXT UNO -------RF6 FED F8.0 F8.WA FOUNDATION PLAN NOTES: 29759 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1, S1.2, AND S1.3. lLNAL 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. Submiftals/ReviWons: 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR PLUMBING, SPRINKLERS AND HVAC. ALL I 2 08/31/18 Permit Submittal DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS 19 AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. CONCRETE CURBS AND LOCATIONS PER ARCHITECTURAL DRAWINGS. 11/05/18 APermit Resubmittal 4. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 0'-0- FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND as 12/13/18 �Permit Resubmittal ARCHITECTURAL DRAWINGS. PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE FREE -DRAINING GRANULAR FILL PER GEOTECH REPORT. rs 5. TYPICAL TOP OF INTERIOR (T/INTERIOR) FOOTING ELEVATION = -1'-0-, UNO. TYPICAL TOP OF EXTERIOR (T/EXTERIOR) FOOTING ELEVATIONS = -1'-0-, UNO. 6. ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL FILL. SUBGRADE REVIEWED FOR 9 SPREAD FOOTING SCHEDULE PREPARATION, STRUCTURAL FILL, FOOTING DRAINS, AND OTHER REQUIREMENTS PER GEOTECH REPORT AS NOTED IN CODE COMPLIANCE 11 SIZE THE STRUCTURAL GENERAL NOTES. TYPE REINFORCING COMMENTS APPROVED LENGTH WIDTH DEPTH 7. CJ INDICATES CONTROL JOINT PER PLAN. 19 Sheet rdle: STRUCTURAL F3.0 3'-0" 3'-0' 12" (3) #513 EW ---- AUG 2 9 2019 REVIEWED F, CODE COMPLIANCE AUG 2 9 201 8. MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT. F4.0 4'-0' 4'-0' 12" (5) #513 EW ---- , I LEVEL I FOUNDATION PLAN C. ty of Tukwila if 9. STEEL STAIRS SHALL BE BIDDER -DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL GENERAL City of Tukwila I F5.0 5'-0' 5'-0' 12* (5) J513 EW ---- NOTES. BUILDING I DIVISION BUILDING REVIEWED 0 6'-0* 6'-0* 12' (6) #513 EW ---- 10. TYPICAL DETAILS PER: Date: 7'-0" 7'-0" 15* (8) #5B EW ---- 12/S4.1 TYPICAL LAP SPLICE SCHEDULE nECF_iVEn 08/31/18 8/S4.1 STANDARD HOOKS AND BAR BENDS CITY 0F 'I u;�.%LA Design: AM F8 0 8'-0" 8'-0" 15" (8) #6B EW --- 3/S4.2 TYPICAL STEPPED FOOTING 18 11/S4.1 TYPICAL DEPRESSED SLAB DETAIL AUG 23 2019 LU Drawn: SGS 1 11&12/S4.2 TYPICAL BASE PLATE CONFIGURATIONS 7/S4A PIPE EMBEDDED IN SLAB ON GRADE ap PERMIT CENTER Project No: 17011-0121 3/S4.1 CONCRETE PAID ON SLAB ON GRADE 4/S4.2 TYPICAL CORNER REINFORCING AT CONCRETE FOOTINGS f 0 j f Approved: LEVEL 1 FOUNDATION PLAN Building No: Sheet No: S2.1 For Reterence COPYRIGHT CRAFT ARCHITECTS 201; 138 2:40 M r9) rq-) rA) ns; rA-) r7) T 117'-4-T 1 9'_ 6" 19'-6" 6 19'- 6" 20'-0" 5'-0" MAX I co, lb'( z SMF BEAMSMF BEAM HSS6x2x OC MAX C1005.: k'--EXT TYP L- - - I __L - - - - - - - - - - - - I L - - - - - - L - - - - - - - -I 31/4" CONC W/ #4 0 18-OC OVER 1 1/2"DP�20GA (B) - - - - - - f18LH (4001200�1 �' I ' ' " - - - I - - - - - - - - C10x15.3 AT CANOPY INT !2 KOPNG 10/55.4 W12xI4 I TYP L W1805 Waflo LX 10— X BIDDER -DESIGN STAIRS BY /ELI� m W1601 (33) STE L OTHE I S W1OxI2 W8X10 METAL DECK PER PLAN NOTES (43/4- TOTAL DEPTH) T/SLAB = 14'-0" 55.3 BTWN GRIDLINE TYP WN �GRIDLINE T '�A B A & BRACED FRAME — 2 1 BLH (�400/200) °0_ 0 5'-0"OC ALIGN 7/S5.4 W1 COL TYP, UNO P AT JOIST 18LH (400/2 00 STEEL- THEIRS rC BRAC-D FRAME W8X10 W1002 W8X10 F. 1 2-/-S 3.1 -qwpl SMF BEAM oil 4 -9 OC TYP BTWN GRIDLINE C & D EXT, W12x14 TYP UNO SMF BEAM MOMENT FRAME, TYP KNG LASK CR Ovr a r C h i t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720-7001 phone 206.720.2949 fax www. crafta rc h itects. corn 4 0 5'-0" AT CANOPY A Ne 3Q CO OB z 8 CONSULTANT mm' all DC 1 6 n G i n re e R 818 Stewart Street, Suite 1000 Seattle, Washington 98101 OD P: (206) 3321900 www.d&engineers.com CIVIL /STRUCTURAL OC,pyfot 12/2018 0'krdo Cmrvmm�o IK. AN Rghls R—d j WA FLOOR FRAMING PLAN NOTES: 29759 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1, S1.2, AND S1.3. 70NAT, 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. Submittals/Revisions: 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. 08/31/18 Permit Submittal sw 4. TOP OF SLAB ELEVATION (T/SLAB) = X'-X-, UNO. 11/05/18 APermit Resubmittal 5. T/STL = B/DECK UNO; STEEL JOISTS SHALL BE EQUALLY SPACED, TYPICAL UNO. m 12/13/18 0 Permit Resubmittal 6. FLOOR FRAMING SYSTEM SHALL BE OF COMPOSITE CONSTRUCTION. PROVIDE SHEAR STUDS 3/4- DIAMETER, F'j MIN x (DECK DEPTH + 11/2") LONG, SPACED PER 9/S5.3. NUMBERS INDICATED ON PLAN IN PARENTHESES ADJACENT TO STEEL BEAM CALLOUT INDICATE THE MINIMUM NUMBER OF STUDS REQUIRED. AT BEAMS WHERE STUD QUANTITY IS OMITTED, PROVIDE STUDS 0 12"OC MAX. g N 7. NUMBERS INDICATED ON PLAN ADJACENT TO JOIST CALLOUT SHOWN THUS (400/200) INDICATES TOTAL LOAD REVIEWED FOR' AND LIVE LOAD (IN PLF) FOR WHICH JOISTS ARE TO BE DESIGNED BY OTHERS. CODE COMPLIANCE] 2 APPROVED H 8. CONCRETE OVER METAL DECK PER PLAN AND STRUCTURAL GENERAL NOTES. PROVIDE REINFORCING AS SHOWN IN PLAN AND DETAILS. DECK ATTACHMENT REQUIREMENTS PER STRUCTURAL GENERAL NOTES AND ATTACHMENT PER DIAPHRAGM KEY PLAN. AUG 29 2019 Sheet Title: STRUCTURAL LEVEL 2 FRAMING PLAN 9. TYPICAL FLOOR DECK OVERHANG TO BE 6" FROM BEAM CENTERLINE, UNO. City of Tukwila 10. STEEL STAIRS SHALL BE BIDDER -DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL BUILDING DIVISION GENERAL NOTES. 11. BRACED AND MOMENT FRAME MEMBER SIZES PER ELEVATIONS. PEC... Date: g 08/31/18 CITY OF Yu,% vv,LA- -9 12, CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING. Design: AM 13. TYPICAL DETAILS PER: AUG 23 2019W Drawn: SGS 12/S5.4 TYPICAL METAL DECK OPENING REINFORCING PERMIT CENTER a. Er Project No: 17011-0121 12/S5.3 STEEL CONNECTION DETAILS Z5 8/S5.4 01 t. TYPICAL DECK AT DISCONTINUITIES 0 LL_ 4/S5.4 ALLOWABLE METHODS AND LOCATIONS FOR SUPPORTING LOADS FROM OWSJ Approved: , zj LEVEL 2 FRAMING PLANBuilding No: ' Sheet No: S2.2 i For Reference COPYRIGHT CRAFT ARCHITECTS 2016 1 17011-0121 S2.2—, 13--18 0 � --mg- W8XlO 117'-4* 19'-6" ui Nui SMF BEAM 19'-6 SMF BEAM 12/S3.1 KNG LASK CR wm�r a r c h i t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchiteGts.com —60OS162 -33 STUDS 2 0 24_0C W/ 27 MIL S ET STL SHTHG ro 16K (400/200) 0 WHEJ10 SCREWS 0 hie �16K �400/200) 0 6 -3 C TYP BTWN 6"OC AT PANEL GRIDLNE A & B EDGES, TYP AT ELEV ]ON kq I jC)6p-8-OC OVERRUN FRAMING COL 16K (400/200) 6'-8-OC ALIGN W1 COL TYP, LINO BRACED W10x12 FRAME —1000S162-33 B F r F F JOIST 0 24"OC W/ 11/2"DPx2GGA TYPE B MTL DECK 0 PER PLAN NOTES z '3'-3' OC L TYP E�WN _JGRID �INEA & t F a_ trz I OPNG IRTU UNITS I IRTU UNITS I IRTU UNITS x I IRTU UNITS I PER ARCH 12500LB MAX 12500LB MAX I 12500LB I 12500LB MAX C8x 18.75 L (PER ARCH _j LEF IPER ARCH _ C8x 18.75 ELALRCtL i ARCH ... W10x12 0 1 'O� - 7/S5.4 CONSULTANT .2 A-- 0�0111 DC 12/S3.1 r= n a i n a re iq 818 Stewart Street, Suite 1000 SMF BEAM Seattle, Washington 98101 110— D P: (206) 332-1900 www.dci-engineers.com VCopyrqht 12/2018 D-knt, C Im kh Feghts R—ed pq E , j of WA A" ROOF FRAMING PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1, S1.2, & S1.3. 29759 d,* 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. Submittals/Revisions: 4. T/STL = B/DECK UNO; STEEL JOISTS SHALL BE EQUALLY SPACED, TYPICAL UNO. 08/31/18 Permit Submittal 5. METAL DECK PER PLAN AND STRUCTURAL GENERAL NOTES. DECK ATTACHMENT REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 11 Z05Z18 0Permit Resubmittal 6. TYPICAL ROOF DECK OVERHANG TO BE 6" FROM CENTERLINE OF BEAM, UNO. 5 12/13/18 � Permit Resubmittal 7. NUMBERS INDICATED ON PLAN ADJACENT TO JOIST CALLOUT SHOWN THUS: (400/200) INDICATES TOTAL LOAD AND LIVE LOAD (IN PUF) FOR WHICH JOISTS ARE TO BE DESIGNED BY OTHERS. 8. ROOF JOISTS TO BE DESIGNED FOR A NET UPLIFT LOAD OF 22PSF. 9. ROOF JOISTS ARE TO BE REVIEWED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS AND PIPING. REVIEWED FOR -Vt REVIEWED FOR V' W 0 ADDITIONAL LOADING REQUIREMENTS PER PLAN. CONTRACTOR TO PROVIDE THE TRUSS/JOIST SUPPLIER WITH CODE COMPLIANCE P V A DRAWING SHOWING THE LOCATION AND SUPPORT CONDITIONS FOR ALL MECHANICAL, ELECTRICAL, PLUMBING APPROVED AND SPRINKLER LOADS. ROOF TRUSS/JOIST SUPPLIER IS RESPONSIBLE FOR ADDITIONAL FRAMING REQUIRED TO SUPPORT MECHANICAL EQUIPMENT, DUCTS, ELECTRICAL EQUIPMENT, PLUMBING AND FIRE PROTECTION. AUG 29 2019 i Sheet Me: STRUCTURAL 10. STEEL STAIRS SHALL BE BIDDER -DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL C ty , T, ,I. GENERAL NOTES. 4a ROOF FRAMING PLAN i f k BUILDING I DIVISION 0 11. BRACED AND MOMENT FRAME MEMBER SIZES PER ELEVATIONS. DNGD INQi E 12. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING. nr Date: C,EplEn 13. TYPICAL DETAILS PER: F_ CITY C)F -f U"%-'a1A 9 D*n: AM 12/S5.4 TYPICAL DECK OPENING REINFORCING DETAILS cc 12/S5.3 STEEL CONNECTION DETAILS AUG 23 2019 W it Drown. SGS 4/S5.4 ALLOWABLE METHODS AND LOCATIONS FOR SUPPORTING LOADS FROM OWSJ F? 8/S5.4 TYPICAL DECK AT DISCONTINUITIES PERT IT CENTER (L F 0Project No: 17011-0121 cc 0 Approved: U-1 ROOF FRAMING PLAN jj&� Building No. For Refere she n] t N.S2.3 ce 111Y1111T CRAFT ARCHITECTS 2016 13--8 2.41 PI � ... n—, KING LASK CR 4my a r c h i t e c t s CONSULTANT DCEr1Gl nersm v 818 Stewart Street, Suite 1000 Seattle, Washington 98101 P: (206) 332-1900 www.ddengineels.com CIVIL / STRUCTURAL CC, r M 12/2018 D'kmto Com = Inc. A Rights R-x se emy"..y m a * PM •uoM Mml"wm� nvm o'wmro r�r.vn H. REVIEWED FOR CODE COMPLIANCE APPROVED Oy E . g� !BUG 2 9 2019 � WaSHf��� ~ City of Tukwila BUILDING DIVISION �' 29759 -A I GRiD GRID GRID PER PLAN, TYP GRiD (RVAL PER PLAN, TYP Submlttois�REVlslons: 4 12 ss.1 ss.1 e 08/31 /18 Permit Submittal lYP i o T/ROOF 1 y Wi6x89 T/ROOF W24x94 ' 4g 11/05/18 0 Permit Resubmittai F PER PLAN BC1 TYP, UNO y PER PLAN SMF1 SMF1 12/13/18 Permit Resubmittal S• -1- = z g 8 S5.1 5T15Y2P A T/LVEAL2N i6x89 `BC2 EVEAL 2 W24x94 PERPPER SMF1 SMF1a=Eo° .30s Sheet Tile; STRUCTURAL F � M �o�ee� s f\s M N M n g STEEL BRACE FRAME 81 1z MOMENT FRAME EL S4.3 0 F TYP 1 « ,_i7y Date: 08/31/18 T/LEVEL 1 -- - T/LEVEL 1 C TY �lr 'i't�;:��;LA -i - - ----------- a $� Design: AM PER PLAN �PER PLAN -- -- ----- ---------- -AUG 23 2019 zo W Drown: SGS ;9 EL H i PERMIT CENTER Project No:17011-0121 0 Approved: TYPICAL SPECIAL CONCENTRIC BRACED FRAME SCB ELEVATION 11 TYPICAL SPECIAL MOMENT FRAME SM ELEVATION Building No: SCALE 1/g"=1'-0" 12 ___..._ —"- Sheet No: S3.1 For Reference � COPYRIGHT CRAFT ARCHITECTS 2016 PER PLAN 5/8"0 x 24" SMOOTH BAR 0 24"OC, GREASE ONE SIDE REINF PER PLAN 1}tl' CLR —VPt2, IN DOWEL INSERT ' e�( #4 DOWELS x —1 0 12"OC, v T/SLAB pER KM L./ SK #4 0 12"OC EMBED 6" W/ ADHESIVE, TYP PER PLAN a • EW, TYP PLAN pSOG &REINF INFILL CONC TO BE GRID PER PLAN _ CAST AFTER COL BP o z VAPOR BARRIER HAS BEEN GROUTED COL & FTG T/SLAB •, a SUBGRADE PREPARATION WHERE READ COL PER PLAN PER PLAN PER GEOTECH REPORT COMPACTED STRUCT FILL COL SIZE &TYPE BP & AB'S PER �I M OR COMPETENT NATIVE SOIL PER PLAN PLAN & 12/S4.2 INFILL CONC PER TYP u u CONSTRUCTION JOINTER GEOTECH REPORT —III III —III III III=1 I —III —I I I r CONTROL JOINT DETAILS = =1 I =1 I I, I I I I, I I I I I. I I M I I I =I 1 I III t/4 SAWCUT DEPTH OR 1"t NON -SHRINK GROUT i 6" VAPOR BARRIER REINF PER PLAN t/4 PREMOLDED JOINT (11/2" MIN) SOG & REINF PER PLAN WHERE READ a r C h I t e C t s T/SLAB T/SLAB ' (; THICKENED SLAB OPTION PER PLAN PER -- 2505 Third Avenue I I PER PLAN • I I I f PLAN Suite 324 PER PLAN _ _ _ _ _ _ T/FTG Seattle, WA 98121 lY2" CLRVAPOR BARRIER PER PLAN WP SUBGRADE PREPARATION BP & AB'S PER PLAN III ; III #4 0 12"0C PER GEOTECH REPORT WHERE REQD 206.720.7001 phone 206.720.2949 fax a °• o • SOG & REINF EW' TYP ORMCOMTETENTRUCT NAT FILL #4 TRIM BAR, CTRD, TYP = _ • I — SOIL PER PLAN CONTROL JOINT PER GEOTECH REPORT z www.craftarchitects.com III .III-1 I=1 I . NOTES: CONTROL JOINT OR �'� T/SLAB a a CONST JOINT REINF PER PLAN PER PLAN s 1. USE "EARLY ENTRY DRY -CUT SAW" AS SOON AS 3. PROVIDE CONSTRUCTION/CONTROL JOINT TO PER PLAN - •�#4DOWELS POSSIBLE WITHOUT CAUSING RAVELING OF ENCLOSE APPROXIMATE SQUARE AREAS 225 CONCRETE EDGES. SAWCUT ALONG SHORT SQUARE FEET MAXIMUM, WITH A MAXIMUM PANEL �VAPOR _I1I. I 1=1 1=1 1—DIRECTION OF POUR FIRST. ASPECT RATIO OF 1.3 TO 1.0. 12"RRIER x Z" 2• ALIGN A CONSTRUCTION OR CONTROL JOINT WITH 4. CONTRACTOR TO SUBMIT CONSTRUCTION/CONTROL WHERE READ @ 12"OC, TYP RE-ENTRANT SLAB CORNERS, EACH WAY, TYPICAL. JOINT PLAN TO STRUCTURAL ENGINEER OF RECORD FOR REVIEW/APPROVAL CONTINUOUS SLAB OPTION TYPICAL SLAB ON GRADE PLAN - TYPICAL CONTROL JOINT AT HSS COLUMNS 1 CONCRETE PAD ON SLAB ON GRADE 3 JOINT DETAILS WITH REINFORCING 4 _ 3 03212 SCALE: NONE 03205 SCALE: 3/4'=1'-0" 03201 SCALE: 3/4"=l'-O" 0 3 4d OR 90' D D 45. 21/2" MIN NE 45' D D 180' / R D = 6d FOR 3 THRU #8 V D = S INFILL CONC TO BE I D = 10d FOR 14 & d FOR #, & #& #11 Z 18 CAST AFTER COL 8P ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS Y HAS BEEN GROUTED COL & FTG � z ,?�"0 12d s, COL SIZE & TYPE I �iyP PER PLAN 1 BO' — 135' 90' o COL PER PLAN r Oar BP & AB'S PER O 1 D V�Q PLAN & it/S4.2 INFILL CONC PER TYP PIPE OR CONDUIT T I 1 CONTROL JOINT DETAILS d d d 1"t NON -SHRINK GROUT SOG PER PLAN D D D SOG & REINF PER PLAN T/SLAB STIRRUP STIRRUP OR TIE T SLAB PER PLAN ° - a D = 4d FOR 3, 4 & 5 v PER PLAN D = 6d FOR 6, 7 & 8 C�WSULTANT BP & AB'S PER PLAN T/FTG r 90' 135' O \� 90' 180' PER PLAN r, J IIIIIIII III III—J1 D D �a e� D D — 1 #4 TRIM BAR, CTRD, TYP a III III z z 6d OR = 3" MIN d — a a r=nGI r1EER5® CONTROL JOINT OR I1111 MIN n 818 Stewart Street, Suite 1000 COAST JOINT U BEAM OR COLUMN CROSSTIES Seattle, Washington 98101 REINF PER PLAN BEAM STIRRUPS AND COLUMN TIES P: (206) 332-19M www.dci-engineem.com NOTE: d = BAR DIAMETER, D = BEND DIAMETER CIVIL /STRUCTURAL PER PLAN 0C.P, kIh 12/2018 D'A, dm C«,.Hsda I.. A Rights Reserve NOTE: TIES AND CROSSTIES FOR SHEAR WALL -° M.--°�^ N^ m ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE. BOUNDARY ELEMENTS SHALL BE DETAILEDAS COLUMN TIES/CROSSTIES. PIPE OR CONDUIT STANDARD HOOKS AND BENDS - o� E . B PLAN - TYPICAL CONTROL JOINT AT STEEL COLUMNS 5 INTERIOR SPREAD FOOTING AT STEEL COLUMN 6 EMBEDDED IN SLAB ON GRADE 7 BEAM STIRRUPS AND COLUMN TIES �� oFI.Asy/c�� 03210 SCALE: NONE 03005 SCALE: 3/4"=1'-0" 03204 SCALE: 3/4"=1'-0S " 03400 (FOR REVISIONS TO STANDARD HOOKS & BENDS REF TO CURRENT ACI) SCALE: NONE 0 29759 C GRADE BD REINFORCING MI�ELIANEOUS TOP BARS HOOItEO t1AtAI. 1'SF' 1 s eARs � � ss1 eARs Iq�L ' Ld 80- Ld Salmi Loh SOG &REINF PER PLAN M- j3 17 22 22 28 9 J17bmllla�/ReVi$ion$ PER PLAN, lYP #+ zz 2s zs 38 11 #5 28 36 36 47 14 #6 43 43 56 17 e 08/31 /18 Permit Submittal T/SLAB #7 48 63 63 81 20 -8 g PER e 24• #6 ss 72 72 93 22 REVIEWED FOR ea 11/05/18 1 Permit Resubmittal #4 DOWELS x #9 62 81 e1 91 118 25 CODE COMPLIANCE ® 16"OG TYP - #1� 78 lofi 101 131 31 t APPROVED r == 12/13/18 0 Permit Resubmittal �`' 114 93 N/A 121 N/A m , = III' III IIII 118 124 N/A 161 N/A 50 AUG 29 2019 24" rc _ 4000ps; I m IIIIII = ELEV PIT, VERIFY II DOWELS x —I TO MATCH LAP PER #4 1s 25 25 33 10 ~� SCHED City Of TUkwfla a' U #5 24 31 31 41 12 1 � SIZE &DEPTH W/ SOG &REINF SLAB REINF = 6 � 8/S4.3 a ARCH DWGS #6 zs 37 37 49 15 BUILDING DIVISION w PER PLAN 5 CONT SOG PER PLAN --" LAN a REINF PER PLAN gg _ • # Q x #7 4z 62 64 71 17 P. `2 48 62 62 81 19 5 2 T/SLAB T/SLAB d #9 s4 70 70 91 22 REINF PER 8/S4.3 .9 #10 67 79 79 114 25 Sheet Title: PER PLAN PER PLAN N1 s7 67 B7 a z7 '•ILA HYDROPHILIC WATERSTOP FIN GRADE pER CITY iTr `i t +:fir 4 #14 B1 N/A 185 N/A 33 $ `o WHERE READ, TYP 6" _ I I- z PER ARCH PLAN #f6 la N/a uo x/a 43 3'-0" #6 T&B 0 12"OC EW II11'I I I - NOTES: AUG 23 2019 Sg STRUCTURAL _ _ FOUNDATION DETAILS W/ STD HOOKS EA END III- STEEP AS POSSIBLE -I 11- I 1 'III I I 1. ALL TABULATED VALUES ARE IN INCHES, — I I �— z VALUES FOR UNCOATED NORMWEIGHTREINFORCING AND NORMNET CONCRETE N IH AFAR SPACING > db E RMIT CENTER U =1 = - - 1=III III- I. VAPOR BARRIER COVER> db AND MINIMUM rnRRUPs OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2dB AND CLEAR ; I- _ GONER > db. ; ° . • _—I I � -- I—• 8" AS READ g xDatej B III— U MIN 3. DE4ELOP ALL REINFORCING INSrRUCTUI+/L SLABS WITHMINIMUMWE ELOPNENT LENGTH Le. F . 08/31 /18 DOWELS TO MATCH SLAB REINF 4. Ldh = DEVELOPMENT LENCBI of BAR NRH STANDARD Hoar • • ° - — I REINF PER PLAN OR BEND CONT REINF 5 TOP BAR = HORIZONTAL BAR MATH MORE THAN 12' OF FRESH CONCRETE BELOW, OR AS NOTED ON ~ 93 tksign: — — — — — —III= [(2) #5 COAT, MIN] AM DOCUMENTS AS `TOP EAR*"€' =I l I� =Ili PER PLAN 6 LAP SPLICE OF OF THE DIFFERENT SIZE wa To eE THE LAGER of w of THE uRCER BM as sPUGE LFN+c x w T'� �f01Mfl: $G$ 3" CLRGAR^ Typ 7. LAP SPLICE 14 AND 118 EwiS IS NOT PERMITTED. LAP SPLICE OF SMALLER BARS To 114 AND #18 BARS I.L g L J 6 NOT PER . �" ; $ Prof No: 17011-0121 NOTE: ELEV SUMP WHERE READ B YAP SPLICE OF DIFTERW GRADES OF REINFORCING TO BE THE LARGER OF Ld OF THE HIGHER GRADE BAR E OR SPLICE LENGTH OF THE LOMER GRAVE BAR. g (10" SLAB &" WALL THICKNESS, MIN � /roved: PROVIDE MISCELLANEOUS METALS AS REQUIRED g � BY ELEVATOR MANUFACTURER. W/ #5 ® 12 OC EW, TYP) TYPICAL LAP SPLICE AND DEVELOPMENT ELEVATOR PIT SECTION TYPICAL THICKENED SLAB EDGE FOOTING TYPICAL DEPRESSED SLAB DETAIL LENGTH SCHEDULE Building No: SCALE: 3/4"=l'-0" 03203 SCALE: 3/4"=1'-O" �O 03202 SCALE: 3/4"=l'-O" 12 Sheet No: S4 . For iReference COPYRIGHT CRAFT ARCHITECTS 2016 i oii-o1z1 s<..a., 13-o 18 241 PI .."."^"9. NOTES: 1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE. 2. FOOTING REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. PLAN - TYPICAL CORNER REINFORCING TYPICAL STEPPED FOOTING 3 AT CONCRETE FOOTINGS 4 3 03901 SCALE: NONE 03907 SCALE: 3/4"=1'-O" c 3 Q J EITHER SIDE COL "T" - 2 /2" 1 C COL BP PER PLAN OF FLANGE SIZE PER TYP, F" PER ^F^ (COL i" - 2' AT W8) TABLE 1 TYP ^F- Z TABLE 1 C COL TABLE 1 A .r" .T. �Zi TABLE 1 "r^ ^T" "I' PER AISC BASEPLATE FILLET ' - BASEPLATE .r" THICKNESS SIZE THICKNESS FILLET BP PER PLAN 3/8", 1/2" 3/16" COL PER PLAN SIZE J TYP LIND 3/8", 1/2" 3/16 ov 5/8". 3/4 'A" Imp 'v ix5/8". 3/4' 'A" > _ /e' S/16" TYP 1 "0 GROUT HOLE (OPTIONAL) > = '/8" 5/16" NA PLAN - INTERIOR COLUMN 1 "0 GROUT HOLE SIZE PER C COL a Y (OPTIONAL) TABLE 1 TYP ^F- .------- I ---- i�---- N TYP MIN I ? CON$l1LTANT a i TYP T c� NOTES: _ �� 1. DO NOT WELD IN "K" REGION OF COLUMN. ------ PLAN _ -- - 2."T" EQUALS DIMENSION BETWEEN "K" REGIONS PER AISC. CMU OR CONIC WALL ' C COL WHERE OCCURS - E ri G I r1 E E R 5® PER PLAN 818 Stewart Street, Suite 1000 COL PER PLAN Seattle, Washington 98101 COL PER PLAN-------L--� ALIGN C OF AB'S W/ P:(208)332-1900 www.daengincers.com (4) 3/4"0 THREADED STUD W/ OUTSIDE F/HSS COL CIVIL /STRUCTURAL BP PER PLAN PLAN WASHERS & HEX NUTS, TYP LINO O 2 0 18.o �o sin m c"�a Cip PLAN - CORNER COLUMN a ro 1 "t NON -SHRINK GROUT, MIN C COL CONSLAB & EMBED Q5/8x14x1'-2" W/ SIZE PER REINF PER PLA (4) 5/6"0 x (SLAB H - 2° TABLE 1 TYP -F---�ti--- Na O� E' 8� WHS O 6"OC EW CTRD, ? �� pF WASg/ 9� T/SLAB PER NOTE 2 PER PLAN z , HALF WHS LENGTH w� .. j 29759 a CMU OR CONIC WALL WHERE OCCURS 10 GROUT HOLE e� NOTES: ADDL (2) #4 x 48" EW, PER PLAN i (OPTIONAL) IrNAL' 1. CONTRACTOR'S OPTION: MAY WELD COLUMN HOOK BARS AS READ AT — AND BASEPLATE DIRECTLY TO EMBEDDED SLAB EDGES -~~ 1 " COL PER PLAN SubmittaVRevisio= PLATE WITHOUT THREADED STUDS AND GROUT. CONTRACTOR TO SECURE " f 08131/18 Permit Submittal 2. WELDED HEADED STUDS LONGER THAN 8" EMBED TO FORM CL p�D FOR g }'- CUR MIN C MPLIANCE 11/05/18 Permit Resubmittal SHALL BE PIGGYBACKED PER MANUFACTURES WHERE WALL APPROVED 3 RECOMMENDATIONS. OCCURS � F TYPICAL AT ELEVATED SLAB AUG 29 2019 12/13/18 Ai Permit Resubmittal PLAN - EDGE COLUMN C COL CMU OR CONIC WALL _ ti r 0 COL; WHERE OCCURS i City of Tukwila PER PLAN U DIVISION COPER PLAN —�� i 8 A AB LOCATION WHERE , a B'S W/ADJACENT WALL OCCURS (4) 3/4 0 AB'S W/ WASHERS & HEX NUTS i i WASHERS & HEX NUTS PLAN �T(4)I3/4-0 YP UNO �� TYP UNO CONIC LANFTG 1"t NON -SHRINK GROUT, MIN Sheet TLt : STRUCTURAL R PER PLAN p-i i 1"t NON -SHRINK GROUT, MIN �k CONIC FTG PER P 1 T/FTG T/FTG ' [2EGEi11E>7e STEEL SFRS FOUNDATION PER PLAN z z PER PLAN Z z ' � CITY tlr `i is;��`i;LA E o �Za DETAILS z W a ��� AUG 23 2019 3 a A Date: 08/31/18 PERMIT CENTER H a� Z -I I �_ I I _III, , .I I � I- I_I I I I I- a _ � € � Design: AM n TACK NUT TWELD III—III=1 I —1 11-1 I i I I i s TACK WELD NUT TO AB W Drawn: SGS � a 1# 6 Project No: 17011-0121 � o TYPICAL AT FOUNDATION ELEVATION 0 F Approved: TYPICAL BASEPLATE TO TYPICAL BASEPLATE - WIDE FLANGE COLUMN FOUNDATION CONNECTION - HSS COLUMN Building No: 05001 SCALE: 1"=1'-O" 05030 _�.�. __ cre-aao -1" .�}"12 5118et No: S4 I.2 rReference COPYRIGHT CRAFT ARCHITECTS 2016 ------_...-.-..-. .......--...._...- .___.i 1)011-0121 54.2.J^y 13-Dw-1B 2:41 . .c•ma C COL & SHEAR LUG 11/2" SHEAR LUG BELOW, TYP COL BPXX" W/ COL PER EL QJ 8) 21/210 F1554 GRADE 105 AB, S W/ 36" EMBED] V) a GUSSET e PER SCHED � i i Ili o i i i i GUSSET STIFF a PER SCHED & 1/S5.1 iit 11 i 11 i 11 HINGE LINE x N WELD V 1"0 GROUT HOLE COL PER EL 5" PER SCHED51 MIN a WELD V I GUSSET PLATE EQ I EQ SECTION 43- EQ SECTION EQ _ NOTES: 6. BRACED FRAME CONNECTION SCHEDULE PER 2/S5.2 SPECIAL CONCENTRIC BRACED FRAME (SCBF) CONNECTION LEI L * Will Q � 3 Q J LAP PER ' R SCHED, TYP v DOWELS TO MATCH HORIZ WALL REINF, TYP Z CONC WALL & REINF PER 9/S4.1 Ste VY WlrF,, U1=11I a o x • N 4 Is J #4 HOOPS AND CROSS TIES 0 6"OC CONSULTANT 3/4" CHAMFER, TYP (to) #s REVIEWED FOR 1 = D C' ODE COMPLIANCE APPROVED r=nGIrlEERS® 818 Stewart Street, Suite 1000 CLR Seattle, Washington 98101 A6 2 9 2019 TYP UNO P: (206) 332-1900 www.dci-"ineers.com 1 —6" CIVIL / STRUCTURAL ®lzyrroi 12/2018 011do 0omersara Inc. All Rights Reserved NOTE: ity of Tukwila m" ��-�•ro a" LBUICLDIUNGDIV1. AT CONTRACTOR'S OPTION, A CONTINUOUS TIE, IN -LIEU OF SEPARATE ------- HOOPS AND CROSSTIES, MAY BE CONSIDERED. SUBMIT ALTERNATE DESIGN TO STRUCTURAL ENGINEER -OF -RECORD FOR APPROVAL. F. 18'W4" CONCRETE PILASTER SECTION �a 8 0 03640 SCALE: 1"=1r-0" •� 29759 q� I4VAL WELD.B. PER SCHED EA WELD "B" SIDE OF BRACE COL Q�� , Ir &, O /. `F Submittals/Revisions: BRACE PER EL COL PER EL-----,,,• 4i�' 0 ' �/; � BRACE PER EL � 08/31/18 Permit Submittal � �y, i i S GUSSET E PER SCHED " §g 11/05/18 APermit Resubmittal , / , 3g B" WELD " PER SCHED EA WELD "B" SIDE OF BRACE 12/13/18 Permit Resubmittal BP PER SECTION WELD "H" ePER SCHED ' r WELD "H" § ' i PER - ` WELD "H" SCHED HINGE LINE WELD "H" € ' GUSSET STIFF Q PER 8 BP PER SECTION r 3"W COMPRESSIBLE FOAM r WLLp y" SCHED & 1/S5.1 s W >s 7 `� , EA SIDE OF PLATE AT SLAB `` /,, T/SLAB PER SCHED 3"W COMPRESSIBLE FOAM a WELD "VEA SIDE OF PLATE AT SLAB $ s ->--- ' PER PLAN --- -- ' ----- T/SLAB SECTION PER PLAN o Sheet Title: STRUCTURAL FIG PER PLAN WP FTG PER PLAN T� STEEL SFRS FRAMING E� o PER PLAN PER PLAN DETAILS #�6 X � ® 12"oC Ew � ps X � 012"oc Ew p ! Date: 0 18 OR / TYP 6" ]\'L//4 PER SCHED 2'-0" MIN TYP AROUND EDGE OF BP SHALLOW BRACE ANGLE AT FOUNDATION - TYPES BC3 VC aY NON -SHRINK 1/a REC1-1VEn g GROUT 6" 6" 1/a CITY oi: i:61; v;III.A IM 1" CHAMFER "LH" PER SCHED 2'-0" MIN TYP AUG 23 2019 d " AROUND EDGE OF BP I= �Q STEEP BRACE ANGLE PERb71T CENTER Design: AM Drawn: SAS Project No: 17011-0121 Approved: Building No: SCALE: ,._, _D. 12 o ti erne � Sheet 111034.3 COPYRIGHT CRAFT ARCHITECTS 2016 1JOIt-0l4f 51.3.dwB 13-Mc-18 hif PIA asr•on,ge C GUSSET E & GUSSET STIFF P 3" PER SCHED "-GUSSET STIFF E PER SCHED GUSIET 11! SCHEDULE GUSSET STIFFNER WELD SIZE PLATE THICKNESS 1/8" 3/4" 1/4- 7/8" 11/4. 5/16" TYPICAL GUSSET PLATE STIFFENER 05391 SCALE: 11/2"=1'-O" FLANGE 11! THICKNESS TO EQ BEAM FLANGE C THICKNESS TO EQ BEAM "LH" PER SCHED FLANGE THICKNESS + 1/4', FLANGE It "LH" PER SCHED FLANGE THICKNESS + 1/4", FLANGE E WIDTH TO MATCH BEAM FLANGE WIDTH, WIDTH TO MATCH BEAM FLANGE WIDTH, COL TYP EA SIDE OF GUSSET E I COL TYP EA SIDE OF GUSSET E WHERE COL DISCONTINUES, FLANGE P TO BEAM FLANGE CONN WHERE COL DISCONTINUES, FLANGE E TO BEAM FLANGE CONN FLANGE T WIDTH To TYP EA S FLANGE f TO BE ONE PER 6/S5.2, TYP T&B FLANGE E TO BE ONE PER I/S5,2, TYP T&B PIECE & EXTEND 1" MAX BEAM PER EL PIECE & EXTEND I* MAX PAST OUTSIDE F/COL SPLIT PAST OUTSIDE F/COL /7BZEAM 1E1 EL rTWE WEB SPLICE PER 6/S5.2 WEB SPLICE. PER 6/S5.2 1/7 T/STL PER PLANPER PLAIJ� COL FLANGES s/,, m COL FLANGES 5/ & WEB TO WP & WEB TO WP FLANGE C5/16 16 FLANGE C 5/ 6 II II o CJP, FLANGE E CJP, FLANGE f X_*_2 TO COL FLANGE, GUSSET f PER SCHED w TO COL FLANGE, GUSSET STIFF E PER EA SIDE, ADDL > EA SIDE, ADDL > SCHED & 1/S5.1 INFO PER NOTE 7 HINGE LINE INFO PER NOTE 7 Y NOTES: PER SCHED WELD "V >WNELD N GUSSET E PER SCHED PER SCHED I. INTERSECTING BEAMS NOT SHOWN FOR CLARITY. WELD EL HINGE LINE 4e 2 BRACE PER EL 2. FLOOR FRAMING NOT SHOWN FOR CLARITY. WELD "Hi PER SCHED WELD "H H" BRACE PER EL 3. ALL STEEL PLATES TO HAVE YIELD STRENGTH OF Fy=50ksi. WELD PER SCHED WELD -�� 4. WELDS SHALL CONFORM TO THE REQUIREMENTS FOR THE SEISMIC GUSSET STIFF C PER COL PER El_L FORCE -RESISTING SYSTEM (SFRS) IN THE STRUCTURAL GENERAL NOTES. SCHED & I/S5.1 5. OTHER INCOMING BRACES NOT SHOWN FOR CLARITY. Fp WELD "B" PER SCHED EA 6. BRACED FRAME CONNECTION SCHEDULE PER 2/S5.2 COL PER EL --I,, WELD "B" SIDE OF BRACE WELD 'B' PER SCHED EA 7. AT CONTINUOUS COLUMN CONDITIONS, UPPER FLANGE PLATE TO BE TWO WELD *13" SIDE OF BRACE PIECES ON EACH SIDE OF CONTINUOUS GUSSET PLATE AND CJP WELDED TO COLUMN FLANGE IN ADDITION TO LOWER FLANGE PLATES. SHALLOW BRACE ANGLE STEEP BRACE ANGLE SPECIAL CONCENTRIC BRACED FRAME (SCBF) CONNECTION DETAIL FOR BRACE BELOW BEAM TYPES BC1 05360A SCALE: 1*=1'-0" UT + MT SPECIAL MOMENT FRAME (RBS) CONNECTION SCHEDULE LrF PER PER NOTE 2 5/1- PER NOTE 8 MARK I COLUMN PLATE M CJP CULL FLAM(;E PER REDUCED BEAM SECTION S (Fy = 5OKSI) TO CAP PLATE M CJP-DCW WELD COLUMN DOUBLER I CONTINUITY FOR E14D SYM TO COL PER NOTE 7 ELEVATONI BEAM F� IPLATES(tdbl)l PLATES(13) PER COLONLY SHEARE&CONN NOTE : ,Z/S5.3 NOTE WHEFtE 1. PER PLAONOCURS V W14033 I NO REOD I NOT REOD OR HUTE " -PAffr PROTECIFED ZONE ALL . f, --� PER L5 �T- -,T SIDES PER NOTE 12, TYP rI ,,,,,,,�1,,,,,, EV0\1 ®R 'OIL O&MI M (JAMP . . . . . . . . . . . KWG LASK Ca r !� h i t ec t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206-7207001 phone 206.720-2949 fax www.craftarchitects.com CONSULTANT mm BACKI AND WELD PM NOTE 6 PER PLAN D C I W TO S/IB COL PER NOTE a e n G I n r= r= R e + In PUrDT NOTE 2 818 Stewart Street, Suite 1000 ON Seattle, Washington 98101 P: (2D6) 332-19DO www.dcengineem.com 4-_I`v`IL_ / _-3_1FF;ZUC_-TUR^L_ Ur PER ®CM right 12/201B D k,". C 1. 9 Rqhk FL.—d NOTE 2 -<.Ul .M z REVIEWED F IA6 PER NOTE 8 CODE COMPLIANCE 40TE 9 Fm_1 1CjPDCW WED APPROVED To ODL PER No 7 AUG 2 9 2019 PAKr PROTECTED ZONE ALL SIDES PER NOTE 12. TYP PLAN T/s1rL Fity of Tukwila "DI G DIV ISION LPER MUM W21 Submittals/Revisions: E3/.4 W/ SOLIS MAX 08/31/18 Permit Submittal 11 /05/18 0 Permit Resubmittal 12/13/18 Permit Resubmittal PER PLAN s CJP-DCW REMOVE METAL BEAM PER PLAN Ili L aCKM AND WELD TO COL. PER NOTE 66/18 �E V PER NOTE 8 UT + Wr ECE!'J'E I PER NOTE 2 CITY 0 L 2 SIDES 12&L AUG 23 2(19 PERMIT CE ITEAP Sheet T&: STRUCTURAL PUSTIC ? ,--FABRICA& RERNR " FLANGE CTIONUM FOR THE OF STEEL SFRS FRAMING REDUCED BEAM SECTION SHkLL BE IN ACCORDANCE WITH b AEC 35B-10 SECTION 5.7 DETAILS TOO WS WHERE OCCURS PER PLAN. WHS MUST BE COMPLETELY OUTSIDE THE Date: PROTECTED ZONE 08/31/18 Design: AM 00W Drawn: SGS mx Project No: 17011-0121 �d!111/2 0 VAX Approved" M CJP-DCW U_ gITMT BtidiNo: PER NOTE 2 SCALE 11/2--V _-a— Sheet No: Foy For Reference COPYRIGHT CRAFT ARCHITECTS 2016 1 17011-0121 S5A.d., 13.-I 1. SPECIAL CONCENTRIC BRACED FRAME (SCBF) CONNECTION SCHEDULE ALL PLATES SHALL BE ASTM A992 OR ASTM A572 GR50 STEEL (Fy=50 KSI) PER STRUCTURAL GENERAL NOTES GUSSET PLATE DIMENSIONS I - NOTES: [I. LOCATION OF THE DIAGONAL FREE -BENDING LINE IS DETERMINED BY WHICHEVER OF THE LH (MIN), LV (MIN) THAT REQUIRES THE LARGEST PLATE SIZE. [2. ALL WELDS SHALL CONFORM TO THE SEISMIC FORCE RESISTING SYSTEM (SFRS) REQUIREMENTS PER THE STRUCTURAL GENERAL NOTES. [3. NO WELD BETWEEN FLANGE PLATE AND GUSSET PLATE AT COLUMN FLANGE. [4. NO WELD BETWEEN COLUMN FLANGE AND GUSSET PLATE AT FLANGE PLATE. SPECIAL CONCENTRIC BRACED FRAME (SCBF) GUSSET PLATE SCHEDULE 01701 SCALE: NONE G) + WEB SPLICE PLATE-, BEAM PER PLAN + SECTION GUSSET f WHERE / � (3) SIDES - OCCURS, TYP 5/16 BEAM PER EL T/STL & C SPAN/STIFF e'S BRACE PER EL, TYP KW LAM GUSSET E PER 4' SCHED, T)rp 9 1z 'IR GUSSET STIFF E PER SCHED & 1/S5.1, TYP 3"W COMPRESSIBLE FOAM EA PER SCHED WELD OF PLATE AT SLAB, TYP C CONC OVER METAL WELD DECK PER PLAN a r C h i t e c t s T/SLAB PER PLAN 2505 Third Avenue T/STL Suite 324 PER PLAN Seattle, WA 98121 6' 206.720.7001 phone 4-� TYP 6" 206.720.2949 fax TYP I I www.craftarchitects.com STIFF E1/2x HALF THE BEAM FLANGE 5/16 TYP WIDTH, EA SIDE, TYP (5) PLACES WELD "H* f l PER SCHED WEB DOUBLER PER SCHED WELD. H WELD "B" L�_�PER SCHEID HINGE LINE, TYP WELD 'B' EA SIDE OF BRACE SCHED "LH" PER SCHED, TYP "LH" PER SCHED, TYP QV 4r SHALLOW BRACE ANGLE WELD "V" PER SCHED hie E SPAN/STIFF E'S WELD 7. C' BRACE PER EL, TYP _-GUSSET STIFF E PER GUSSET 11! PER SCHED, TYP-------_,.. SCHED & 1/S5.1, TYP 3"W COMPRESSIBLE FOAM EA up I SIDE OF PLATE AT SLAB, TYP z PER SCHEDWELD "W" CONC OVER METAL % / rDECK PER PLAN T/SLAB PER PLAN T/STL PER PLAN M + WI+ by PER PLAN tv STIFF V/2 x HALF THE 'LW" PER \%HED V �TMp CONSULTANT BEAM FLANGE WIDTH, BEAM PER EL T/STL EA SIDE, TYP (5) PLACES WELD - H P PER PLAN WELD M" H PER SCHED A NOTES: - - - - - - - - -- If WEB DOUBLER PER SCHED-------"/' WELD "V" 1 1. INTERSECTING BEAMS NOT SHOWN FOR CLARITY. PER SCHED WP DC ; / z rsnaineeimi / WP FLANGE E PER ERECTION BOLTS AS REQD 2. FLOOR FRAMING NOT SHOWN FOR CLARITY. HINGE LINE, TYP WELD "V" 818 Stewart Street, Suite 1000 4/S5.1 & B/S5.2, TYP W ILD "B" /PER SCHED REVIEWED FOR Seattle, Washington 98101 NOTES: WEB SPLICE P1/2 (Fy=50KSI) 3. ALL STEEL PLATES TO HAVE YIELD STRENGTH OF Fy=50ksi. OD COMPLIANCE X-BRACED FRAME WELD 'B' V \EA SIDE OF BRA LCODE MPLIANCE P: (21) 11-111 wwwAci-engineem.00m CJP, TYP T&B FLANGE, 4. WELDS SHALL CONFORM TO THE REQUIREMENTS FOR THE SEISMIC APPROVED 1. M INDICATES PROTECTED ZONE. NO MISCELLANEOUS ATTACHMENT IS PERMITTED IN z PER [053941 @Copy(ot 12/2018 D'kyd, C,,,wm AH Rqhls Resmed PROTECTED ZONE INCLUDING BUT NOT LIMITED TO: PLUMBING, HVAC, ELECTRICAL, ETC. FORCE -RESISTING SYSTEM (SFRS) IN THE STRUCTURAL GENERAL NOTES. (3) SIDES 4 L� AUG 2 9 2019 2. "d' AND "L" DIMENSIONS START AT BRACE WELD TO GUSSET PLATE. -5/16 5. OTHER INCOMING BRACES NOT SHOWN FOR CLARITY. 'LH" PER SCHED, TYP LH' PER SCHED, TYP TYPICAL PROTECTED ZONES OF TYPICAL WEB SPLICE PLATE DETAIL 6. BRACED FRAME CONNECTION SCHEDULE PER 2/S5.2 �Ce STEEP BRACE ANGLE eRPc�City of Tukwila E. j SPECIAL CONCENTRIC BRACED FRAMES (SCBF) AT BRACE CONNECTION SPECIAL CONCENTRIC BRACED FRAME (SCBF) CONNECTION DETAIL FOR BRACES AT MID -SPAN - TYPE BC1 BUILDIN SCALE: 1"=105392 SCALE: 1"=1 -0" 05370 SCALE: c 8 ISION 'A NOTES: 1. INTERSECTING BEAMS NOT SHOWN FOR CLARITY. 2. FLOOR FRAMING NOT SHOWN FOR CLARITY. 3. ALL STEEL PLATES TO HAVE YIELD STRENGTH OF Fy=50ksi. 4. WELDS SHALL CONFORM TO THE REQUIREMENTS FOR THE SEISMIC FORCE -RESISTING SYSTEM (SFRS) IN THE STRUCTURAL GENERAL NOTES. 5. OTHER INCOMING BRACES NOT SHOWN FOR CLARITY. 6. BRACED FRAME CONNECTION SCHEDULE PER 2/S5.2 SPECIAL CONCENTRIC BRACED FRAME (S( 2975 L 1: COL WELD HINGE LINE PER SCHED FA COL WELD "B" PER SCHED EA 4;� WELD "B" Ar SIDE OF BRACE Submittals Revisions: GUSSET STIFF E PER SCHED & 1/S5.1 WELD SIDE OF BRACE BRACE PER EL 4p- Ile CITY OF 2 08 31/18 Permit Submittal GUSSET E PER SCHED- AUG 2 3 2019 m0 11/05/18 Permit Resubmittal WELD *H* PER SCHED) r�' "H* -11"IL PER EL HINGE LINE PERMIT CENTE 3 7 bi 12/13/18 Z� Permit Resubmittal WELD V GUSSET E PER SCHED - GUSSET STIFF I! PER SCHED & 1/S5.1 o 3W COMPRESSIBLE FOAM EA SIDE OF PLATE AT SLAB WELD "111. PER SCHED 3"W COMPRESSIBLE FOAM CONC OVER METAL DECK PER PLAN WELD "H* EA SIDE OF PLATE AT SLAB CONC gLCJP FLANGE P TO COL FLANGE,) EA SIDE T/NEI CJP, FLANGE E TO COL FLANGE,) OVER METAL DECK PER PLAN S LAB PER PLAN T/STL EA SIDE '4 PLAN PER AN T/STL § i 4i il Sheet Me: STRUCTURAL WELD "V" PER SCHED PER PLAN WELD N PER SCHED) PER PLAN I i2i WELD V"WP A WELD 'V" V WP STEEL FRAMING DETAILS CJP, FLANGE E TO COL FLANGE,) BEAM PER EL CJP, FLANGE F TO COL FLANGE,) BEAM PER EL Dde: 08/31/18 EA SIDE WEB SPLICE PER 6/S5.2 EA SIDE I WEB SPLICE PER 6/S5.2 D*n: AM COL PER PLAN ----, 6'. 6 _/FLANGE U TO BEAM FLANGE CONN COL PER PLAN \PER 6/S5.2, TYP T&B 6' C FLANGE FLANGE f TO BEAM FLANGE CONN K I., IMB cc g LU Dmwn: LH" PER SCHED FLANGE E THICKNESS TO EQ BEAM FLANGE THICKNESS + 1/4", FLANGE Il! "LH* PER SCHED FLANGE P THICKNESS TO EQ BEAM$GS FLANGE THICKNESS + 1/4", FLANGE Il! Project No: 17011-0121 WIDTH TO MATCH BEAM FLANGE WIDTH, TYP EA SIDE OF GUSSET E WIDTH TO MATCH BEAM FLANGE WIDTH, TYP EA SIDE OF GUSSET E 0 Appmved: SHALLOW BRACE ANGLE STEEP BRACE ANGLE ,BF) CONNECTION DETAIL FOR BRACE ABOVE BEAM - TYPES BC1 "PlAWAM h Wilding No:12 I—— -- --- sheet No-35.2 For Reference COPYRIGHT CRAFT ARCHITECTS 7016 1701-0121 2A., 1. 2A� 1'-15" MAX WHS EVENLY SPACED l'-O" MAX EQUAL C, SPAN EQUAL 6" MIN, 1'-0" MAX, 6" MIN OR LENGTH OF 2'-0' MAX. EQIEQ� PROTECTED ZONE" 41/2" MIN ID ON SPECIAL MOMENT FRAMES T/STL PER PLAN -COL OR BEAM SUPPORT PER PLAN, TYP ik"PROTECTED ZONE" BEAM PER PLAN FOR BEAMS W/ STUDS DESIGNATED (X) ON PLAN PER EL WHERE OCCURS 1'-0" MAX PER PLAN PER PLAN PER PLAN 6" MIN (X) STUDS (Y) STUDS (Z) STUDS 6- MIN. 1'-0' MAX, 41/2" 2'-0" OR LENGTH OF MIN z "PROTECTED ZONE" 0 ON SPECIAL MOMENT F= FRAMES N T/STL PER PLAN i-EQUAL EQUAL 7BEAM PER PLAN, PROTECTED ZONE* FOR BEAMS W/ STUDS DESIGNATED (X. Y. Z) ON PLAN PER EL WHERE OCCURS ELEVATIONS (SINGLE ROW AND DOUBLE ROW STUDS) C BEAM = C STUD REINF PER PLAN CTRD OVER GIRDERS WHS PER PLAN CONC OVER METAL DECK & REINF PER PLAN T/STL PER PLAN VjY2,�_-� MIN BEAM ORIENTED PERP TO METAL DECK AS BEAM PER PLAN OCCURS PER PLAN---'� TYPICAL SINGLE ROW OF STUDS MI N NOTES C BEAM 4 & 5 REINF PER PLAN CTRD OVER GIRDERS PLAN WHS PER PLAN C DECK CONC OVER METAL DECK WEB & REINF PER PLAN A T/STL 5. MIN BEAM ORIENTED PERP TO METAL DECK AS ---BEAM PER PLAN OCCURS PER PLAN TYPICAL DOUBLE ROW OF STUDS RECTANGULAR OR STAGGERED ecI 110 C BEAM C BEAM ,,-BEAM PER PLAN ,-BEAM PER PLAN \�-WHS PER PLAN, TYP ll WHS PER PLAN, TYP L�_ 3" 21/4" _ MIN MIN RECTANGULAR STUD LAYOUT STAGGERED STUD LAYOUT PLANS - DOUBLE ROW OF STUDS NOTES: 1. STUDS EQUALLY SPACED ABOUT MIDSPAN OF BEAM OR IN (X,YZ) ZONES AS APPLICABLE. 2. STUD WELDING SHALL BE DONE AFTER METAL DECK, IS IN PLACE. PUDDLE WELD DECK AT 18*OC MAX TO SUPPORTING MEMBERS. 3. MINIMUM STUD HEIGHT SHALL BE DECK THICKNESS PLUS 11/2". 4. SPLIT METAL DECK AT BEAMS WITH (2) STUD ROWS TO MAINTAIN MINIMUM SPACING FROM DECK WEB. 5. SPLIT METAL DECK AT BEAMS PARALLEL TO FLUTES WHERE CENTERLINE OF FLUTES WOULD NOT ALIGN WITH BEAM CENTERLINE. TYPICAL COMPOSITE BEAM SHEAR STUD LAYOUT 05101 SCALE: 1"=1'-O" C COL COL PER PLAN TYP it BEAM 6,ICONN .3 PER 22101'S7W51 p 0 BE AM PE R BEAM PER PLAN, TYP DECK SPAN TYP DIRECTION --- -A L3x3x1l4 SLAB SUPPORT TYP AT ALL SIDES OF COL WHERE DECK SUPPORT v INTERUPTED NOTES: 1. SLAB SUPPORT ANGLES REQUIRED AT ALL COLUMN LOCATIONS WHERE THERE IS NO BEAM OR OTHER SUPPORT FOR DECK AT PENETRATION. 2. IN ADDITION TO PERMANENT SLAB SUPPORT ANGLES, THE CONTRACTOR SHALL PROVIDE END CLOSURES AND MISCELLANEOUS DECK SUPPORTS AT OTHER LOCATIONS. PLAN - TYPICAL DECK SUPPORT AT INTERIOR COLUMN 05109 SCALE: 1"=1'-O" IFT 2-010Tz m a �mmm mm ®IIIIIIZI BOLTED SINGLE ROW SHEAR PLATE CONNECTION NOTES: 1. PROVIDE EITHER STANDARD OR HORIZONTAL SHORT SLOTTED HOLES AS PERMITTED BY AISC J3.2 IN THE BEAM WEB AND/OR THE SHEAR PLATr_ 2. WHERE SHOKr-SLOITED HOLES ARE USED. PROVIDE HARDENED WASHERS PER AISC J32. 3. CAPACITIES BASED ON AISC 13TH EDITION WITH ASTM A325-N BOLTS. a 4. HORIZONTAL D67ANCE FROM SUPPORT FACE TO CENTERUNE OF BOLT GROUP SHALL BE AS SHOWN IN THE DETAILS. BUT SR41L EXCUED 31/2* IN THE AS -BUILT CONDITION. SUPPORT FACE FOR TEE IS THE INSIDE FACE OF RANGE. 5. VERTICAL EDGE DISTANCE FROM BOLT CENTERLINE TO EDGE OF STEEL SHALL BE 11/2- TYPICALLY, EXCEPT THAT 11/4- IS PERM PER AISC TABLE J3.4 FOR 3/4* DIAMETER BOLTS WITHOUT ANY REDUCTION IN THE TABULATED CAPACITIES. 6. GAP BETWEEN BEAM END AND SUPPORT FACE SHALL BE 1/2- EXCEPT FOR -Wr CONNECIORS USED WITH HSS COLUMNS. WHERE Wr ARE USED AS SHEAR TAB ELEMENTS, THE GAP BETWEEN FACE OF COLUMN AND END Of BEAM SHALL NDT EXCEED THE LESS OF I'/,* OR THE N" D15TANCE OF THE 'Wr PLUS '/,. 7. WELD SIZES SHALL BE THE LARGER OF THE SIZE (t), TABULATED IN SCHEDULE *A' OR MINIMUM SHOWN IN TABLE 1. 8. FIELD FILUEr WELDS SHALT. BE SIZED TO BE AT LEAST Man LARGER THAN THE WELD SIZE SHOWN IN SCHEDULE *A, UNLESS Fir -up is VERIFIED By A SPECIAL INSPECTOR PRIOR TO WELDING. &. COPE DEPTHS (SINGLE AND DOUBLE) SHALL NOT EXCEED THE LESSER OF THOSE SHOWN IN SCHEDULE -A-, NOR AS ALLOWED BY BOLT HOLE SPACING AND MINIMUM EDGE DISTANCE REQUIREMENTS. SINGLE COPE LENGTH SHALL NOT EXCEED 61/�*. DOUBLE COPE LENGTHS SHALL NOT EXCEED THAT REQUIRED TO ACCOMMODATE GIRDER FLANGE + 1/2" MAX GAP BETWEEN FLANGES. 10. UNCOPED CAPACITIES OF WT CONNECTIONS ARE VAUD WITH MINIMUM NOMINAL HSS COLUMN WALL TA13ULAFED THICKNESS. THE EFFECTIVE THROAT OF FLARE BEVEL GROOVE WELDS IS BASED ON OUTSIDE RADIUS OF HSS. AND IS TAKEN AS 5/8 TIMES THE HSS WALL THICKNESS BASED ON AWS 11.1, TABLE 2.1. WHEN 3/4* A325-N BOLTS ARE USED, A 3/16' HSS COLUMN WALL THICKNESS I PERMITTED WITH A 20% REDUCTION OF THE WT CONNECTION CAPACITY. 11. NR - NOY RECOMMENDED. DOUBLE COPES FOR THESE BEAMS ARE RESTRICTED BY CONNECTION GEOMETRY AND/OR LARGE REDUCTIONS IN SHEAR CAPACITY. DOUBLE COPES ARE POSSIBLE, BUT CAPACITIES MUST BE CALCULATED FOR SPECIFIC BEAM AND GIRDER GEOMETRIES AND MUST BE DETAILED SEPARATELY. SINGLE SHEAR 05201 T/STL PER PLAN DECK PERPENDICULAR TO EDGE BEAM C BEAM 6" UNO ON PLAN PER DECK OVER METAL DECK SUPPLIER ,,-CONC OVER METAL DECK INF PER PLAN & REINF PER PLAN PER PLAN DNT AT EDGE #4 CONT AT EDGE FORM TO BE DESIGNED x EDGE FORM TO BE DESIGNED __CK SUPPLIER (43MIL MIN) T/STL BY DECK SUPPLIER (43MIL MIN) ' PER PLAN LOSUE PER R SUPPLIER 2" BRG MIN MIN PER PLAN BEAM PER PLANJ BEAM PER PLAN DECK PARALLEL TO EDGE BEAM NOTE: TYPICAL COMPOSITE BEAM SECTION AND SHEAR STUD LAYOUT PER 9/S5.3 TYPICAL SLAB EDGE AT STEEL BEAM 05104 SCALE. 1'-0* F/SUPPORT (EMBED E. BEAM WEB, COL FLANGE 1/2 MIN OR RETROFIT E)31-/2 MAX (NOTE 4) x SHEAR PLATE THICKNESS x EAR PLATE TOM �T/ SCHED -A- (NOTE 7) FIELD WELDS (NOTE 8) 0 OANT SIZE & QUANTITY OF BOLTS PER SCHED *A* WASHERS E P ASHERS PER (NOTE 2) BEAM PER PLAN (NOTE 6 TYPICAL SHEAR PLATE CONNECTION BEAM MAX COPE LENGTH PER IN T/STL PER PLAN TYP SHEAR C CONN II II II PER PLAN, TYP BEAM TO BEAM CONNECTION SHEAR PLATE INFORMATION PER TYPIC 'AL SHEAR PLATE CONNECTIM C COL BEAM WHERE OCCURS COL PER PLAN PER PLAN TYP SHEAR E CONN 14"'R. F U.. PER PLAN. TO, 4j BEAM TO WIDE FLANGE COLUMN FLANGE SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. C COL BEAM WHERE OCCURS COL PER PLAN PER PLAN TYP SHEAR F CONN T/STL PER PLAN II I AM PER PLAN. TYP BEAM TO WIDE FLANGE COLUMN WEB - OPTION 1 (BEAM FITS INSIDE COLUMN) SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. C COL BEAM WHERE OCCURS 001_ PER PLAN PER PLAN TYP SHEAR E CONN T/STL TABLE 1 PER PLAN MINIMUM WELD SIZE TABLE t SCHED "A' PLAE OR FLANGE MMINIMUM II t (NOTE 7) THICKNESS FILLET SIZE CROP CORNERS T I MAX, TOP- (tj I _ig '/2' 1/16, 1/2' < T -1 1/4 1/4- 5( - TYP AT STIFF t TO COL WEB PER MINIMUM• WELD SIZE TO BE TABLE I BEAM PER PLAN, TYP I BASED ON THICKNESS OF TYP AT STIFF f STIFF t3/a T&B W1 THE THICKER PART. TO CAL FLANGE CROPPED CORNERS TO CR PER TABLE 1 LEAR COLUMN 'k* BEAM TO WIDE FLANGE COLUMN WEB - OPTION 2 SHEAR PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. COL 3 '/2: AT !TYP (NOTE 11 /2� ATT KNIFE BEAM WHERE OCCURS SECTION II II PER PLAN COL CONTINUES AT SIM CAP C TO MATCH COL WALL -PER ILPLAN THICKNESS. CAP FLUSH W/ T/STL L JF -Wf STEM OR KNIFE E THICKNESS PER SCHED 'A' ADDL INFORMATION PER TYP SHEAR I! CONN KNIFE t REOD ALONG GIRDER UNE----� F I REAM PER PLA• TIREVIEWED FOR O.L PER PLAN CODE COMPLIANCE BEAM TO HSS OR PIPE COLUMN APPROVED SHIM PLATE INFORMATION PER TYPICAL SHEAR PLATE CONNECTION. 't" PER 1/167 C COL & AUG 29 2019 6� SCHED 'A I+ BEOkM W' STEM THCKN Typ t+1/16" WT STEM THICKNM PER SCHED 'A. ra City of Tukwila N_ KNIFE AL, E' GIRDER G7WOOUNE"'NG1 BUILDING DIVISION �Typ EDGE To OF BEYOND FLUSH W1 F, SCHED 'A - _* (NOTE 10) :t CUT FLANGE TO PROVIDE EDGE OF FLANGE SHALL 1/�' L41N FLAT D 13E FLUSH W1 F/COL OR ,�T -D TOE OF WELD OVERRUN AS REDD TYPICAL SECTION AT INTERIOR COLUMN E COL & BEAM 5.1 41 -OMIT AT CORNER 5 NOTE: ADDITIONAL INFORMATION PER TYPICAL SECTION. TYPICAL SECTION AT CORNERS AND 3-SIDED CONDITIONS TYP (NOTE 10) E COL EDGE FLUSH W1 F/COL, MIN SHEAR 1! PER SCHED -A-. TYP FLANGE C THICKNESS TO SCHED 'A BE TWICE THE SHEAR E NOTE: t THICKNESS rIECEIVEn ADDITIONAL INFORMATION CITY CWTL!�'v`ill A PER TYPICAL SECTION. ALTERNATE SECTION WITH TEES BUILT-UP FROM PLATES AUG 2 3 2019 "e PER 1. COL 8 SCHED -A N TYP PERMIT CENTE LU D CL 2 USE KNIFE t ALONG GIRDER LINE bao TYP SHEAR E CONN LL % A WHERE OCCURS For Reference KMLAW R C. An-- a r C h i t e c t s CONSULTANT DCEnGl 818 Stewart Street, Suite 1000 Seattle, Washington 98101 P: (206) 332-1900 w _dd-aVineersmm CIVIL /STRUCTURAL OCIpyoght 12/201B Dknd, C Inc.AN RkjMs R-d WAgy7 cam 29759 CNMAL Submiftals/Reviskm 08/31/18 Permit Submittal 11=8 APermit Resubmittal 12/13/18 &Permit Resubmittal Sheet Me: STRUCTURAL STEEL FRAMING DETAILS Date- 08/31/18 Design: AM Drawn: SGS Project No: 17011-0121 Approved: Building No: Sheet No: S5.3 COPYRIGHT CRAFT ARCHITECTS 2016 21 .. 13-p.- - 1. -w-m STUD PUNCHOUT -(1) #10 SCREW EA STUD FLANGE, TYP (2) #10 SCREWS 0 12"OC TO COLD -FORMED TO CONC P(2) PAF 0 12 /OC TO EMBED BED LINO ON SHEAR WALL SCHED OF CpN6 TTT F =kbV\ NOTE: THIS DETAIL APPLIES TO TOP AND BOTTOM TRACKS OF ALL STRUCTURAL STEEL STUD WALLS UNO. [AT NON-STRUCTURAL WALLS, USE TOP DEFLECTION TRACK PER [07003].] TYPICAL TOP AND BOTTOM TRACK DETAIL 6 07000 SCALE: NONE WIDE FLANGE BEAM PER PLAN------- CUP ANGLE 3/8"x6" WIDE W/ 3" SHORT LEG AND LONG LEG AS SHOWN - KNIFE PL3/8x6xAS SHOWN EXT CHANNEL W/ (4) 1/20" A325 BOLTS PER PLAN GAP PER ARCH E4 SIDE T 4" MAX /CANOPY E��pp��_ PER ARCH PARCH i i 1" TYP 4" TYP 1/a 1/4 HSS BEAM PER PLAN INT CHANNEL PER PLAN- 1/8 NOTES: 1. WHERE CONCENTRATED LOADS ARE SUPPORTED BY JOIST CHORDS AND ARE LOCATED MORE THAN 6" FROM A PANEL POINT, REINFORCE THE JOIST WITH AN ADDED ANGLE (EACH SIDE OF JOIST) EXTENDING FROM THE POINT LOAD TO THE NEAREST PANEL POINT ON THE OPPOSITE CHORD. 2. REMOVE LOAD FROM JOIST PRIOR TO WELDING ANGLE. 3. ADDED ANGLES AND WELDS BY JOIST MANUFACTURER. DIAGONAL BRACE DETAIL 3 05402 SCALE: 1 "=1'-0" GRIO� BEAM T/STL PER PLAN TYPICAL BAR JOIST TO STEEL BEAM CONNECTION 05403 SCALE: I _t o" TYP AT EA 1/8 N 1/2 2'-B" MIN TOP FLUTE t/8 t/2 t t t t t/�t/a /4 l, 1/4 co z TYPICAL CANOPY CONNECTION 10 SCALE: 1 1/2"=1'-0" PANEL POINT 3 DIAGONAL 55.4 BRACE KM TOP CHORD PANEL JOIST TOP CHORD LAW POINTS, TYP_____"' JOIST PER PLAN f � i r� f � r BOT CHORD PANEL ------ - a r c h I t e c t s POINTS, TYP 3 2 4 5 1 2505 Third Avenue Suite 324 Q HANG WITHIN 6" OF ANY UPPER PANEL POINT FOR JOISTS. Seattle, WA 98121 Q2 HANG WITHIN 6" OF ANY LOWER PANEL POINT FOR JOISTS. 206.720.7001 phone Q3 TRAPEZE BETWEEN ANY PANEL POINTS. 206-720.2949 fax ® ADD AN ANGLE EACH SIDE TO STIFFEN THE BOTTOM CHORD www.craftarchitects.com PER DIAGONAL BRACE DETAIL 3/S5.4 Q ADD AN ANGLE EACH SIDE TO STIFFEN THE TOP CHORD PER DIAGONAL BRACE DETAIL 3/S5.4 NOTES: 1. DO NOT CUT OR DRILL ANY JOIST MEMBER. 2. THIS DETAIL IS APPLICABLE TO SUPPORTING MECHANICAL EQUIPMENT, SPRINKLER PIPES, ETC. ALLOWABLE METHODS AND LOCATIONS FOR SUPPORTING LOADS FROM OWSJ 4 _ 3 05401 SCALE: NONE ca 3 Q PUDDLE WELD ADDL INFORMATION PER 9/S5.3 J PER PLAN r� V I --i(- T/STLPERK^ PLAN CONC OVER METAL DECK VY& REINF PER PLAN 2' BRGMETAL CLOSURE STRIP MIN BRG BEAM PER PLAN CHANGE IN DECK ORIENTATION ADDL INFORMATION PER 9/S5.3 PUDDLE WELD SLOPED DECK WHERE OCCURS CONSULTANT PER PLAN 1t�1�� a mom T/STL D C I g---------- REVIEWED FOR E n G I n E E R Ss PER PLAN CONC OVER METAL DE CODE COMPLIANCE 818 Stewart Street, Suite 1000 & REINF PER PLAN APPROVED Seattle, Washington 98101 METAL CLOSURE STRIP, TYP `t P: (2D6) 332-1900 www.de-eMineers.com 2" BRG 2" BRG AUG 21) 2019 CIVIL / STRUCTURAL MIN i ®C p rot 12/2018 Rmbm Comm I.. AN R4m3 R-d City of Tukwila BEAM PER PLAN I BUILDING DIVISION CHANGE AT SLOPE E TYPICAL DECK AT DISCONTINUITIES �� °`11,11, wAsx/ate 05103 SCAM-1"=1'-0" 8 0 29759 d' IgQAL 3" /.Sub EA TFLUTE BEYOND Malls OPNG, TYP 1' Submittal __■�--�� OR L3x2x PLACED ON I ECK 'v-_ AT CONIC SLAB _ ITOP FLUTE - I All -�.,-TYP BOT FLUTE ter. i t ANGLES MUST EXTEND TO F BEAM OR OP)NGSPTYP FLUTES PAST CA BEAM OR NOTES: JOIST BELOW OPENINGS UP TO 16' JOIST BELOW 1. HOLES LESS THAN 6"0 AND CUTTING NO MORE THAN (1) WEB REQUIRE NO REINFORCEMENT. 2. ALL METAL DECK OPENINGS SHOWN ABOVE APPLY ONLY TO DUCTWORK AND PIPING, ROOF HATCHES AND SMALL AIR SHAFTS. THESE OPENINGS ARE NOT INTENDED TO SUPPORT ANY MECHANICAL EQUIPMENT. 3. REINFORCING HSS OR ANGLES MAY BE PLACED UNDERNEATH DECK IF REQUIRED BY ROOFING SYSTEMS. 4. WHERE USED WITH CONCRETE SLAB, CUT DECKING AFTER CONCRETE HAS CURED (3) DAYS. TYPICAL METAL DECK OPENING REINFORCING o ~ t t WEBS OF METAL DECKING e r Date: 08/31/18 ttECEWE17) " y Ter Tu,.WILA H Design: AM i i t t AUG 2 3 2019 1<i W� Drawn: SGS k BEAM OR EBEAMRIER{191T CENTER a e IXProject No: 17011-0121 JOIST BELOW JOIST BELOW Q g Approved. OPENINGS GREATER THAN 16" AND UP TO 24" LLB Building No: + i2 S5.4 For Reference snit No : COPYRIGHT CRAFT ARCHITECTS 2016 ! 1101f-81Tt 55./.M9 13-0.c-f8 T:4T PN u.wn,ge