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Home My WebLink AboutPermit D19-0393 - RYDER TUKWILA - TENANT IMPROVEMENT OF 1ST AND 2ND FLOORSRYDER TUKWILA 17850 WEST VALLEY HWY Apn: 3623049062 FINALED 07/21/2021 D19-0393 0 Parcel No: �"^�vx °�� Tukwila °.�~� v�n vU�n�m��oa Department of Community Development 63008outhcenter Boulevard, Suite 0100 Tukwila, Washington 98l08 Phone; 206'431'3870 |nype*donSche6uOng:hiups://tukm'egox'aspgox.com/BP/index.htnn| Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3623049062 Permit Number: D19'0393 17850 WEST VALLEY HWY Project Name: RYDER TUKWILA Issue Date: 1/7/2021 Permit Expires On: 7/6/2021 Owner: Name: Address: Contact Person: Address: Contractor: Name: License No: Name: RYDER TRUCK RENTAL INC POBOX U3S719C/O PROPERTY TAX CHAS[N0RDH0Y Phone: Q06 324-4800 311FIRST AVENUE SOUTH, SEuJTLE' xvA,98zO4 KIoTLEY-COLEAS5O[|ATES LLC 1010 SE[VERE7TMALL WY, 5UnIlVZ ,EVERETT vv4 98I08 RYDEKSYSTEMS, INC. 471ZSOUTH FREEWAY FORT WORTH TX76115 Phone: (425)609-0400 Expiration Date: 1/3/2023 DESCRIPTION OfWORK: TENANT IMPROVEMENT TODEMOLISH AND RECONFIGURE PORTIONS OFTHE FIRST AND SECOND FLOORS, INCLUDING NEW FINISHES AND PAINT. ADDING TWO AWNINGS OVER THE SHOP BAY DOORS. Project Valuation: $400,000.00 Type ofFire Protection: Sprinklers: Fire Alarm: YES Type of Construction: V8 Electrical Service Provided by: Tukwila Fees Collected: $8,805.46 Occupancy per IBC: 8 Water District: Renton Sewer District: Renton Current Codes adopted bYthe City of Tukwila: International Fire Code Edition: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: National Electrical Code: VVACities Electrical Code: VVAC29646g: VVAState Energy Code: Public Works Activities: Chan ne|ization/Sthping: CurbCut/Access/Gdewalk: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OvcrsbeLoad; Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: VVate, Main Extension: Water Meter: Volumes: Cut U Fill: O Number: O No 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 orlocal laws regulating construction nrthe performance ufwork. 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 nrabandoned for aperiod ofl80days from the last inspection. PERMIT CONDITIONS: 3: The total number nffire extinguishers required for alight hazard occupancy with Class A fire hazards is calculated atone extinguisher for each 3.OV0sq. ft. ofarea. The extingubher(o) should beofthe "all purpose" (aA~1OB:C) dry chemical type. The travel distance toany extinguisher must be75'orless. VFC 9063>(wFPA1(\5.4) 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards b calculated atone extinguisher for each l'5VOsq. ft. nfarea. The emingui,her(s) should beufthe "All Purpose" <]»'4D8:C>dry chemical type. Travel distance toany fire extinguisher must be75'o,less. <|F[ e06.3>(wppx10\ 5.4} 1: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use, These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (Irc9ob.5) 2: Fire extinguishers require monthly and yearly inspections. They must have atag o,label securely attached that indicates the month and year that the inspection was performed and shall identify the company n, person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tnthe applicable recharge procedures. |fthe required monthly and yearly inspections nfthe fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will berequired toconduct these required surveys. (NFPADl7.Z'7.3) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall bereadily openab|efrom the egress side without the use ufakey orspecial knowledge or effort. (|FC1V10.19) 7: Dead bolts are not allowed onauxiliary exit doors unless the dead bolt i,automatically retracted when the door handle isengaged from inside the tenant space. (|FcChapter 1O) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (\FC Chapwp,1o) 9: Door handles, pulls, latches, locks and other operating devices ondoors required to beaccessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist tooperate. (|FC101O191) 10: Exits and exit access doors shall bemarked byanapproved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path ofegress travel isnot immediately visible tothe occupants. Exit sign placement shall 6esuch that nmpoint in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever isless, from the nearest visible exit sign. (|FC10131) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes ofthe letters not, less than O.75 inch (19.1mm)wide. The word "EXU`'shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and -the minimum spacing between letters shall not 6eless than O3715inch (9.5mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means isor|snot energized. |fanarrow isprovided aspart nfthe exit sign, the construction shall besuch that the arrow direction cannot bereadily changed. (|FC1O13.61) 12: Exit signs shall beilluminated atall times. 'To ensure continued illumination for aduration ofnot less than 9Ominutes incase nfprimary power loss, the sign illumination means shall beconnected toanemergency power system provided from storage batteries, unit equipment or on -site generator. (|FC101l63) 13: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress etfloor level. Illumination levels shall be permitted to decline to 0,6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to I shall not be exceeded. (|F[1O003.5) 16: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top ofstairwells, etc, (NFPA7Z-17.5.3.1) 18: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 17: Maintain automatic: firedeteckorcovenageperN.F.P-A.72. Addition/relocation of walls, closetor partitions may reqUire relocating and/or adding automatic fire detectors. (NFPA7Z'17.S.l1) 16: All new fire alarm systems ormodifications toexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau. Nowork shall commence until afire department permit has been obtained. (City Ordinance #2437)(|FC9O1.2) 19: An electrical permit: from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 20: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA7U) 21: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No. 8UIl1ufthe International Building Code. 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #Z436and #2437) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. 23; 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 docu ments shall be resubmitted for approval. 24: 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. 25: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Tab|e170S.J. 26: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done byoWashington Association ofBuilding Official Certified welder. 27: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. lIkk ftwei 28: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 29: 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. 30: 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. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 32: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 33: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: Structural Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 36: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 37: Masonry construction shall be special inspected. 38: 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. 39: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 40: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 41: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 42: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 43: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 44: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 45: ***PUBLIC WORKS PERMIT CONDITIONS*** 46: Call to schedule mandatory pre -construction meeting with the Public Works Inspector, (206) 438-9350. 47: The applicant or contractor must notify the Public Works Inspector at (206) 438-9350 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 48: Prior toconstruction, all utilities |nthe vicinity shall befield located. NOTE: For [ityofTukwila utility locates, call Bl1or1-000-424-555G. 49: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:OOp.m.and weekends. 50: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 51: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall 6psubmitted tmthe Inspector for prior approval, 53: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep orotherwise clean streets tothe satisfaction nfPublic Works each night around hauling route (No flushing a||owed). Notify Public Works Inspector before 12:OO Noon nnFriday preceding any weekend work. 53: Any material spilled onto any street shall becleaned upimmediately. 54: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site orinto existing drainage facilities. 55: The site shall have permanent erosion control measures inplace as soon aspossible after final grading has been completed and prior tothe Final Inspection, 56: From October I through April 30, cover any slopes and stockpiles that are 3HAV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must bestockpiled onsite otthe beginning ofthis period, Inspect and maintain this stabilization weekly and immediately before, during and following storms. 67: From May I through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. PERMIT INSPECTIONS REQUIRED Permit Inspection Scheduling: https://tukw-egov.aspgov.com/BP/index.html 1700 BUILDING RNAL ^ V]OI CONCRETE SLAB 0611 EMERGENCY LIGHTING 5200 EROSION MEASURES 0201 FOOTING 0409 FRAMING 0606 GLAZING OSOZ LATH —GYPSUM BOARD 1800 MECHANICAL FINAL 1500 PLANNING FINAL 1900 PLUMBING FINAL VlUl PRE'[DNSTRU[T|ONBLDG 1600 PUBLIC WORKS FINAL 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 4046 8'EPDXy_EXP[ONC 40I1 51'REBARRE|NF 4025 S|-STEEL[ONGT 4026 3|'STRUCTSTEEi 4004 S1-WELDING 0406 SUSPENDED CEILING 0601 WALL INSULATION el'"\ CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TtikwilaWA.gov SITE INFORMATION Building Permit No. 053 Project No. Date Application Accepted: / 3 Date Application Expires: (0-- /".3 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail. **Please Print** 3023o4 King Co Assessor's Tax No.: 1381118111 99 Site Address: 17850 West Valley Highway, Tukwila, WA Suite Number: Tenant Name: Ryder Tukwila PROPERTY OWNER Name: Ryder - Tukwila Address: 17850 West Valley Highway City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Chase Nordhoy Address:31 1 FIRST AVENUE SOUTH City: SEATTLE State: WA Zip: 98104 Phone: 206-324-4800 Email: chase.nordhoy@jacksonmain.com DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: Matt Laase Address: 311 FIRST AVENUE SOUTH City: SEATTLE State: WA Zip: 98104 Phone: 206-324-4800 Email: matt.laase@jacksonmain.com GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: St Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: Floor: . Yes ARCHITECT OF RECORD Company Name: Jackson Main Architecture Address: 311 FIRST AVENUE SOUTH City: SEATTLE State: WA Zip: 98104 Phone: 206-324-4800 Email: matt.laase@jacksonmain.com ENGINEER OF RECORD Company Name: Armour Unsderfer Engineering Address: 13228 NE 20th Street, Suite 100 City: BELLEVUE State: WA Zip: 98005 Phone: 425-614-0949 Email: brianu@au-eng.com LENDER — WHO IS FUNDING THE PROJECT (required for rojects $5,000 or greater per RCW 19.27.095) Name: Ryder Systems, Inc. Address: 4712 South Freeway City: Fort Worth State: TX Zip: 76115 MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: Address: City: State: Zip: Phone: W:Termit Center (Rachelle)\Applieations \ Word \ Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 1 of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 400,000 Existing Building Valuation: $ 2,510,800 Describe the scope of work (please provide detailed information):Tenant improvement to demolish and reconfigure portions of the first and second floors, including new finishes and paint. Adding two awnings over the shop bay doors. Will there be new rack storage? E.. Yes 1].. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below ' . Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor OFFICE 2,360 SF V-B B rd Floor OFFICE 2,720 SF V-B B 3rd Floor Floors thru Basement Accessory Structure* Garage [8:I Attached El Detached GARAGE/SHOP 10,600 SF V-B F-1 Carport Ej Attached 0 Detached Covered Deck Uncovered Deck PLANNING D V SION INFORMATION — 206-431-3670 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: EXISTING Compact: EXISTING Handicap: EXISTING Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS — 206-575-4407 Sprinklers EX Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. PUBLIC WORKS INFORMATION — 206-433-0179 0 ...Permanent Water Meter Size (1). ,, WO # (2) " WO # (3) " WO # 0 ...Temporary Water Meter Size (1). " WO # (2) " WO # (3) " WO # 0 ...Water Only Meter Size WO # 0 ....,...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private rl ,..., W:\Permn Center (Rachelle)\Applications \Word \Construction Permit Application Revised 6-2019,docx Reviged• Ione 2()I9 P2OP nf PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 AUTHQJRIZED AGENT: Signature: Date: 12/13/19 Print Name: Matt Laase Day Telephone: 206-324-4800 Mailing Address: 311 1st Avenue South Seattle City WA 98104 State Zip W: \Permit Center (Rachelle)\ApplicationsiWord \Construction Permit Application Revised 6-2019.docs Revised: June 2019 Page 3 of 3 Receipt Number DESCRIPTIONS ACCOUNT 1 QUANTITY PermitTRAK D19-0393 Address: 17850 WEST VALLEY HWY Apn: 3623049062 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R19288 R000.345.830.00.00 0.00 PAID $2,692.84 $2,692.84 $2,692.84 $2,692.84 $2,692.84 Date Paid: Friday, December 13, 2019 Paid By: JACKSON MAIN ARCHITECTURE, P.S Pay Method: CHECK 51506 Printed: Friday, December 13, 2019 12:13 PM 1 of 1 SYSTEMS Permit inspectt041s City of Tukwila Permit Number: D19-0393 Description: RYDER TUKWILA Applied: 12/13/2019 Approved: 2/26/2020 Issued: 1/7/2021 Finaled: 7/21/2021 Status: FINALED Parent Permit: Parent Project: Details: Site Address: 17850 WEST VALLEY HWY City, State Zip Code: TUKWILA, WA 98188 Applicant: RYDER TUKWILA Owner: RYDER TRUCK RENTAL INC Contractor: KIRTLEY-COLE ASSOCIATES LLC TENANT IMPROVEMENT TO DEMOLISH AND RECONFIGURE PORTIONS OF THE FIRST AND SECOND FLOORS, INCLUDING NEW FINISHES AND PAINT. ADDING TWO AWNINGS OVER THE SHOP BAY DOORS. WT CP liTIP CT 0 S SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS FOOTING Bill Centen Notes: GLAZING Bill Centen Notes: LATH GYPSUM BOARD Bill Centen Notes: 51-EPDXY_EXP CONC Bill Centen Notes: SI-REBAR REINF Bill Centen Notes: SI-STEEL CONST Bill Centen Notes: SI-STRUCT STEEL Bill Centen Notes: SI-WE DING Bill Centen Notes: Printed: Thursday, 07 October, 2021 1 of 3 .4)-••• SUPERION Permit ^~^~n~~~`~~~o~~~~ City of T�nk"°"~U CONCRETE SLAB mUcenten 425-231-6719 Notes FRAMING Bill �mm��n��n - APPROVAL 425-I31-6719 Notes: z.Pending Mechanical rough in WALL INSULATION aiU[enupn 425'231-6719 Notes: FRAMING Bil|[enten 425-231-6719 Notes: 1/13/Zn31 xxx 1/13/2021 p0E- ComsTxVCT|PN uLus 8iU[enten APPROVED John @42s-Z3zfJz9 mmec 2/26/2021 AM2/lG/2V2z FRAMING oi||Centan PARTIAL4Z5'23z-67z9 4ppnOvAL Notes: z.Need tocall mrough |ninspections for plumbing and mechanical 3/19/2021 PM 3/19/2021 cowcnET Lee PARTIAL�su\o xPpxnvxL 425-231-671e Notes: inspected holes inbottom ofpit OxmbacNiU. 3/23/2021 PM 3/25/2021 WALL INSULATION Bill PARTIAL[enten APPROVAL 425'231-6719 Notes: *Exterior walls, sound walls ' are approved oxtvcover walls and hard lids only 1.Pending Mechanical rough incompletion 5/21/2021 AM �1/zV�� 5/ suspsmoco CEILING Lee Sipe pxnT|xL APPROVAL Approvedfrom Notes: Approved only perimeter o^from walls. 6/1/2021 AM 6/1/2 SUSPENDED cs/ums BilloiUcenten xppxnvso 425'231-6719 Notes: �2S/2$21 �2�2OZz PUBLIC WORKS pne'com Eric Pritchard *npnOvsm Notes: Conducted onsite. oxmproceed. Printed: Thursday, 07October, 2021 Permit Inspections City of Tukwila 6/25/2021 6/25/2021 BACKFLOW - WATER Eric Pritchard PARTIAL APPROVAL Notes: Inspected two RPBA assemblies: 1-1/2" Watts 009M2QT (existing) on shop water service line - air gap under vent needs to meet minimum 2 x pipe diameter (3"). 2" Watts LF009M2QT (new) on office water service line, installed correctly. Need passing backflow test report from certified BAT prior to final approval. 6/25/2021 6/25/2021 EROSION MEASURES Eric Pritchard APPROVED Notes: 6/25/2021 AM 6/25/2021 PUBLIC WORKS FINAL Eric Pritchard CANCELLED 425-231-6719 Notes: Not ready for final inspection until backflow-water inspection is passed. 6/28/2021 6/28/2021 FIRE ALARM AARON JOHNSON] APPROVED Notes: Approved as documented under F21-0039. 6/28/2021 6/28/2021 FIRE FINAL AARON JOHNSON APPROVED Notes: Fire final approved with conditions. -obtain and install a Knox padlock for chain on gate for FD access after hours. 6/28/2021 6/28/2021 BACKFLOW - WATER Eric Pritchard APPROVED Notes: Received passing backflow test reports from certified BAT. OK to final. 6/28/2021 6/28/2021 PUBLIC WORKS FINAL Eric Pritchard APPROVED 425-231-6719 Notes: Backflow requirements are satisfied - OK to final. 7/15/2021 AM 7/15/2021 BUILDING FINAL** Bill Centen NOT APPROVED 425-231-6719 Notes: 1. Spoke to contractor onsite. Plumbing repair is riot been repaired. Will need to re -schedule this inspection. 7/15/2021 7/15/2021 EMERGENCY LIGHTING Jim Benner NOT APPROVED John @ 425-231-6719 Notes: CORRECTION/ #1 -CALLED CONTACT AT1:08 FROM SITE -NO RETURN CALL AS OF 2:45 7/20/2021 AM 7/20/2021 EMERGENCY LIGHTING Jim Benner APPROVED 425-231-6719 Notes: APPROVED/ #2 O.K. -EM. LTG. 7/21/2021 AM 7/21/2021 BUILDING FINAL" Bill Centen APPROVED 425-231-6719 Notes: Printed: Thursday, 07 October, 2021 3 of 3 Nee,- r1 SUPERION January 12, 2021 Ryder System, Inc. 4712 South Freeway Fort Worth, TX 76115 U REVO NOL Attn: Matthew Dello Russo — Construction Project Manager P: (817) 927-4417 E: Matthew_J_DelloRusso@rydar_cpcn REVIEWED FOR Re: Geotechnical Engineering RepoCtailariegtiVIPLIANCE Ryder Facility Renovations APPROVED 17850 West Valley Hwy Tukwila, WA Terracon Project No. 8119509' Dear Mr. Dello Russo: MAR 23 2021 City of Tukwila BUILDING DIVISION lierracon -GeoTh—Ter--2ort. RECEIVED CITY OF TUKWUP JAN 2 PERMIT CENTER As requested, Terracon Consultants, Inc. (Terracon) is providing this addendum to the geotechnical engineering report for the above referenced project. The purpose of addendum is to address the design change from the aggregate pier ground improvement approach as recommended in the original report to a reinforced mat foundation alternative for support of a proposed new canopy adjacent to the existing building. The geotechnical report prepared by Terracon for the project is titled "Geotechnical Engineering Report, Ryder Facility Renovations, 17850 West Valley Hwy, Tukwila, WA", dated September 20, 2019. This addendum provides geotechnical design recommendations for the mat foundation alternative in lieu of the recommended shallow foundations supported on aggregate piers for ground improvement. Other recommendations of the original geotechnical report remain appropriate. PEOJECT DESCRIPTION An initial geotechnical exploration was performed in September 2019, for purposes of evaluating soil conditions to renovate the existing Ryder facility. In this report, ground improvement via aggregate piers was recommended to mitigate for the presence of loose sand and soft silt soil that could be subject to liquefaction associated with a major earthquake. This ground improvement would reduce the potentially excessive differential settlement and satisfy the life safety objectives. However, due to concerns regarding the potential damage to the existing building while installing the aggregate piers, Terracon and the design team considered other alternatives and selected a reinforced mat foundation design as a viable alternative. We understand the design team is not aware of the foundation system for the existing building. There is a potential for the building and the proposed canopy structure to respond differently Terracon Consultants, Inc. 21905 64th Ave. W, Suite 100 Mountlake Terrace, WA 98043 P (425) 771 3304 F (425) 771 3549 www.terracon.com 11-03,J Environmental Facilities Geotechnical Materials Geotechnical Engineering Report Addendum Ryder Facility Renovations • Tukwila, WA January 12, 2021 • Terracon Project No. 81195091 1 kpof during a major earthquake and they could be subject to differential settlement as a result of the anticipated settlement due to soil liquefaction. We understand that the canopy structure is designed to be structurally independent from the building, thus differential settlement between the canopy and the building could be more readily accommodated. The proposed mat foundation would serve to structurally tie the canopy foundation together and would be responsive to earthquake life -safety issues as well as reduce potential differential settlement between canopy columns. RECOMMENDATIONS The proposed structure may be supported on a conventionally reinforced mat foundation. Based on the subsurface conditions, the mat may be designed for an allowable bearing pressure of up to 1,000 psf. The mat should be reinforced with top and bottom steel, as appropriate, to provide structural continuity and to permit spanning of local irregularities. The modulus of subgrade reaction for design of the mat can range from 100 to 150 pci for the compacted medium dense fill that is anticipated directly below the mat foundation based on the borings at the site. The exposed subgrade surface should be compacted in accordance with the recommendations in our geotechnical report. Subgrade conditions at the base of the mat foundation excavation should be observed by the Geotechnical Engineer prior to placement of reinforcing steel and concrete to observe that the exposed soil conditions are consistent with those expected. GENERAL COMMENTS This geotechnical addendum shall be used in conjunction with geotechnical engineering report for this project dated September 20, 2019. The general comments provided in the geotechnical report apply to this addendum. We appreciate this opportunity to be of service. Please contact us if you any questions regarding this addendum or any other aspects of the project. Sincerely, Terracon Consultants, Inc. Yashar Yasrobi, P.E. (WY) Project Engineer Dennis R. Stettler, P.E. Senior Engineering Consultant Responsive • Resourceful • Reliable 2 13228 NE 20th St, Suite 100, Bellevue, WA 98005 Phone (425) 614-0949 Fax (425) 614-0950 STRUCTURAL CALCULATIONS FOR: Ryder Tukwila - Canopy 17850 West Valley Hwy, Tukwila, WA 98188 01/21/2021 Client: Jackson Main Architecture 311 First Ave. S Seattle, WA 98104 By Solomon A. Haile, P.E. Brian Unsderfer, S.E., SECB Alex Habliston, S.E. REVISION N0.1 RECEIVED CITY OF TUKWILA JAN 21 2J21 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAR 23 2021 City of Tukwila BUILDING DIVISION AUE No. 19150 BILE Date Dtct on3 1/21/2021 Code Summary Building Code: 2015 International Building Code Supplemental Code: 2010 ASCE 7 Risk Category: II Standard -Occupancy Building Seismic Loading: Ss: 1.4260 Si: 0.5310 Sds: 0.5310 0.9507 Wind Loading: Vas: 110 mph Exposure Category: C Risk Category: III Kzt: 1.00 Design Loads Ie: 1.00 R: 3.50 Cs: 0.2716 Site Class: F Seismic Design Category: D Dead Loads: I Vind Load (ASD) I Roof: 3" deck 2.5 psf Roofing: 3.0 psf Steel Framing: 7.2 psf Misc.: 1.3 psf Total 14.0 psf lSnow Load: (AUE Roof: 25.0 psf I 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Roof WL (uplift) -20.4 psf Roof WL (down) 19.2 psf Project: Ryder Tukwila - Canopy Pg. No: DC 1 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 1 of 28 IBC Seismic Main Seismic Force Resisting Systems I IBC 2015 Risk Category: II Standard -Occupancy Building Ss= 1.426 S1= 0.531 le = 1.00 Site Class = hn = 19 ft Ct = 0.02 SDC: D Fa = Fv = 1.00 1.50 Sds= 0.951 Sdl= 0.531 Sms = Sm 1 = 1.426 0.797 Zipcode: 98188 Use User Input Seismic Variables from USGS Max Ss = S1 = PGA = 1.5023 0,5629 0.6232 Loc 47.47,-122.31 47.47,-122.31 47.47,-122.31 Min Loc Ss = 1.4255 47.44,-122.25 Si = 0.5313 47.44,-122.25 PGA = 0.5850 47.44,-122.25 Seismic Variables from User Input Max Ss = 1.426 Si = 0.531 ISee ASCE 12.8 Equiv. Lateral Force Procedure C4. Steel Ordinary Moment Frames R = 3.5 = 3.0 Cd = 3.0 Cs = 0.272 T= Cs max = 0.834 Cs min = OA 82 Seconds 0.010 S1 < 0.6 Cs min = Not Applicable SI >= 0.6 Cs min = 0.010 V = 0.272 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: MSFRS 1 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 2 of 28 IBC Seismic 1 Vertical Shear Distribution of Seismic Forces Level Roof Walls Misc. Weight (lb) Total Weight (lb) Elevation (ft) Mass Irregularity Area (ft^2) Weight (psf) Total L (ft) Trib Ht (ft) Weight (psf) 1 0 0 0.00 9.50 0 0 0 0.0 N/A 2 934 14 0.00 9.50 0 0 13,073 19.0 N/A 3 0 0 0.00 0.00 0 0 0 0.0 N/A 4 0 0 0.00 0.00 0 0 0 0.0 N/A 5 0 0 0.00 0.00 0 0 0 0.0 N/A 6 0 0 0.00 0.00 0 0 0 0.0 N/A 7 0 0 0.00 0.00 0 0 0 0.0 N/A 8 0 0 0.00 0.00 0 0 0 0.0 N/A 9 0 0 0.00 0.00 0 0 0 0.0 N/A 10 0 0 0.00 0.00 0 0 0 0.0 N/A - Note. Tributary We'ghts on Level 1 are ignored because level 1 is considered to be Grade Level Base Shear: V = 3.55 k Base Shear: V = 2.54 k LRFD ASD Level hAx wh^x Cvx Fx (k) (LRFD) 1 0 0 0.000 0.00 2 19 248,378 1.000 3.55 3 0 0 0.000 0.00 4 0 0 0.000 0.00 5 0 0 0.000 0.00 6 0 0 0.000 0.00 7 0 0 0.000 0.00 8 0 0 0.000 0.00 9 0 0 0.000 0.00 10 0 0 0.000 0.00 Total: 248,378 1.000 3.55 13228 NE 20th S Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: MSFRS 2 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 3 of 28 Wind Loads - Main Wind Force Resisting System Environmental Criteria & Site Characteristics Risk Category: 11 Table 1.5-1 Basic Wind Speed: 110 Section 26.5.1 Exposure Category: C Section 26.7.3 Hurricane Prone: No Wind Load Parameters Direction of Wind Terrain Type: Flat Terrain Direction: Downwind of Crest Wind Directionality Factor, Kd: 0.85 Table 26.6-1 Gust Effect Factor, G: 0.85 Section 26.9 downwind of crest Pos. I...h: 0.00 ft Dist. Upwind of Crest to Half Ht of Hill or Escarp. H: 0.00 ft Ht. of Hill or Excarp. Relative to the upwind terrain x: 0.00 ft Dist. (Upwind or Downwind) from the crest to the building site z: 19.00 ft Ht above Local Ground Level h: 19.00 ft Mean Ht above Local Ground Level 0.89 1.00 Equation 26.8-1 1.00 *User Input based on local jurisdiction criteria qz: 23.5 psf qh: 23.5 psf Eq. 27.3-1 Eq. 27.3-1 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: MWFRS 1 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 4 of 28 Wind Loads - Main Force Resisting System Building Characteristics Building Type: Open Buildings Length: 68.00 ft Longer Dimension Width: 14.25 ft Shorter Dimension Mean Height: 19.00 ft Roof Area: 969.00 sq ft GCP : 0 Table 26.11-1 0 Table 26.11-1 Wind Direction X Roof Angle: 0-10 L/B: 4.77 (Length/Width) Cp Use w/ Windward Wall: 0.8 qz Leeward Wall: -0.20 qh Side Wall: -0.70 qh Figure 27.4-1 Windward Roof: Cp Use w/ Normal to Ridge for 0 >=10 Degrees N/A N/A qh Leeward Roof Cp Use w/ Normal to Ridge for 0 >= 10 Degrees N/A qh Flat Roof or Parallel to Ridge Distance From Windward Edge Use w/ qh Cp Normal to ridge for 0 < 10 Degrees or Parallel to ridge for all 0 0 to h/2 h/2 to h h to 2h >2h -0.90 -0.18 -0.90 -0.18 -0.50 -0.18 -0.30 -0.18 Wind Dir. Y Length Wind Dir. X Width A Wind Direction Y Roof Angle: 0-10 L/B: 0.21 (Width/Length) Cp Use w/ Windward Wall: 0.8 qz Leeward Wall: -0.50 qh Side Wall: -0.70 qh Figure 27.4-1 Windward Roof: Cp Use w/ Normal to Ridge for 0 >= 10 Degrees N/A N/A qh Leeward Roof Cp Use w/ Normal to Ridge for 0 >= 10 Degrees N/A qh Flat Roof or Parallel to Ridge Distance From Windward Edge Use w/ qh Cp Normal to ridge for 0 < 10 Degrees or Parallel to ridge for all 0 0 to h/2 h/2 to h h to 2h >2h -1.04 -0.18 -0.70 -0.18 -0.70 -0.18 -0.70 -0.18 i. 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 (AUE Project: Ryder Tukwila - Canopy Pg. No: MWFRS 2 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 5 of 28 Wind Loads - Main Force Resisting System ASCE 7-10 Chapter 27, Directional Procedure Wind Pressure Calculations Zg: 900 a: 9.50 Wind Pressure on Walls Wind Direction X GCp: 0.68 GCpi: 0 or 0 Px Leeward: -4.0 psf Internal P: 0.0 psf 0.0 psf LRFD Wind Pressure on Walls Wind Direction Y ASD Ht (ft) Kz Px (psf) P (psf) P (psf) 0 0.85 15,20 19.19 11.52 5 0.85 15,20 19.19 11.52 15 0.85 15.20 19.19 11.52 25 0.95 16.92 20.92 GCp: 0.68 GCpi: 0 or 0 or P, Leeward: -10.0 psf 0.0 psf 0.0 psf LRFD ASD Ht (ft) Kz Px (psf) P (Ps0 P (psf) 0 0.85 15,20 25.18 15.11 5 0.85 15.20 25.18 15,11 15 0.85 15.20 25.18 15.11 Note: This building isfully open and has no walls. so no wall wind load on the building. 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: MWFRS 3 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 6 of 28 Wind Pressure on Roofs (X-X) Wind Pressure on Roofs (Y-Y) Windward Forces: (LRFD) Location: Cp 0 to h/2 -0.9 or -0.18 h/2 to h -0.9 or -0.18 h to 2h -0.5 or -0.18 >2h -0.3 or -0.18 Location: P (psf) 0 to 11/2 -18.0 or h/2 to h -18.0 or h to 2h -10.0 or >2h -6.0 or -3.6 -3.6 -3.6 - 3.6 Leeward Forces: (LRFD) Cp N/A P (psf) N/A Forces Parallel to Ridge: (LRFD) Location: Cp 0 to h/2 -0.9 or -0.18 h/2 to h -0.9 or -0.18 h to 2h -0.5 or -0.18 >2h -0.3 or -0.18 Location: P (psf) 0 to h/2 -18.0 or 11/2 to h -18.0 or h to 2h -10.0 or >2h -6.0 or - 3.6 - 3.6 -3.6 -3.6 Windward Forces: (ASD) (0.6WL) Location: P (psf) h/2 to h h to 2h >2h 0 -10.8 or -10.8 or -6.0 or -3.6 or -2.2 -2.2 -2.2 -2.2 Leeward Forces: (ASD) (0.6WL) P (psf) 0.0 Forces Parallel to Ridge: (ASD) (0.6WL) Location: P (psf) 0 to h/2 h/2 to h h to 2h >2h -10.8 or -10.8 or -6.0 or -3.6 or -2.2 -2.2 -2.2 -2.2 Windward Forces: (LRFD) Location: Cp 0 to h/2 -1.04 or -0.18 h/2 to h -0.7 or -0.18 h to 2h -0.7 or -0.18 >2h -0.7 or -0.18 Location: P (psf) 0 to h/2 -20.8 or h/2 to h -14.0 or h to 2h -14.0 or >2h -14.0 or -3.6 -3.6 - 3.6 -3.6 Leeward Forces: (LRFD) Cp N/A P (psf) N/A Forces Parallel to Ridge: (LRFD) Location: Cp 0 to h/2 -1.04 or -0.18 h/2 to h -0.7 or -0.18 h to 2h -0.7 or -0.18 >2h -0.7 or -0.18 Location: P (psf) 0 to h/2 -20.8 or h/2 to h -14.0 or h to 2h -14.0 or >2h -14.0 or - 3.6 - 3.6 -3.6 - 3.6 Windward Forces: (ASD) (0.6WL) Location: P (psf) h/2 to h h to 2h >2h 0 -12.5 or -8.4 or -8,4 or -8.4 or -2.2 -2.2 -2.2 -2.2 Leeward Forces: (ASD) (0.6WL) P (psf) 0.0 Forces Parallel to Ridge: (ASD) (0.6WL) Location: P (psf) 0 to h/2 h/2 to h h to 2h >2h -12.5 or -8,4 or -8.4 or -8.4 or -2.2 -2.2 -2.2 -2.2 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Address: 17850 West Valley Hwy, Tukwila, WA 98188 Client: Jackson Main Architecture Pg. No: MWFRS 4 Date: 10/1/19 Job No.: 19150 Page 7 of 28 Wind Loads - Components and Cladding, Roofs Design Criteria Risk Category: II Basic Wind Speed: 110 mph Exposure Category: C Hurricane Prone: No Building Type: Open Buildings Length: 68.00 ft Longer Dimension Width: 14.25 ft Shorter Dimension Height: 19.00 ft Component Exp. Category: C a = 3 ft. Wind Load Calculation - Flat, Gable or Hip Roofs h/L = 1.333 > 0.25 Wind Directionality Factor, Kd: 0.85 Table 26.6-1 Gust Effect Factor, G: 0.85 Section 26.9 Roof Angle: Zg: 900 a: 9.50 ft Kz: 0.89 Kzt: 1.00 qh: 23.49 psf 0< _ 0 /// ////// Zone 5 Extent: 3.00 ft Parapet Height Above Deck: 0.00 ft Roof External Pressure Coefficients (Mono -slopped Building) - for Roof Angle of 7.5 deg. Max. Area (ft^2) Location <= a2 > a2, <= 4a2 > 4a2 3 3.2 2.4 1.6 3 -4.2 -2.1 -1.4 CN 2 2.4 2.4 1,6 Clear W-Flow 2 -2.1 -2.1 -1.4 1 1.6 1.6 1.6 1 -1.4 -1.4 -1.4 3 1.2 1.2 0.8 3 -2.6 -2.6 -1.7 CN 2 1.2 1.2 0.8 Obs. W-Flow 2 -2,6 -2.6 -1.7 1 0.8 0.8 0.8 1 -1.7 -1.7 -1.7 AUE 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 For this project: Effective wind area: 1541 sq. ft. a2: 9 sq. ft. 4a2: 36 sq. ft. Project: Ryder Tukwila - Canopy Pg. No: CCRoof 1 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 8 of 28 Wind Loads - Components and Cladding, Roofs Roof Wind Loads 1.0W Per ASCE 7 LRFD Load Cases Area (ft^2) Location <= a2 > a2, <= 4a2 > 4a2 3 63.9 47.9 31.9 3 -83.9 -41,9 -28.0 CN 2 47.9 47.9 31.9 Clear W-Flow 2 -41.9 -41.9 -28.0 1 31.9 31.9 31.9 1 -28.0 -28.0 -28.0 3 24.0 24.0 16.0 3 -51.9 -51.9 -33.9 CN 2 24.0 24.0 16.0 Obs. W-Flow 2 -51.9 -51.9 -33,9 1 16.0 16.0 16.0 1 -33.9 -33,9 -33.9 0.6W Per ASCE 7 ASD Load Cases Area (ft^2) Location <= a2 > a2, <= 4a2 > 4a2 3 38.3 28.8 19.2 3 -50.3 -25.2 -16.8 CN 2 28.8 28.8 19.2 Clear W-Flow 2 -25.2 -25.2 -16.8 1 19.2 19.2 19.2 1 -16.8 -16.8 -16.8 3 14.4 14.4 9.6 3 -31.1 -31.1 -20.4 CN 2 14.4 14.4 9.6 Obs. W-Flow 2 -31.1 -31.1 -20.4 1 9.6 9.6 9.6 1 -20.4 -20.4 -20.4 AUE 13228 NE 20th St,Suite 100, Bellevue, WA 980051(425) 614-0949 ASD Design up4ft pressure: -20.4 psf Design Downward pressure: 19.2 psf Project: Ryder Tukwila - Canopy Pg. No: CCRoof 2 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 9 of 28 Canopy Framing Design Design loads: Roof DL: 14 psf Roof SL: 25 psf Roof WL (up): -20.37 psf (ASD) Roof WL (Down): 19.17 psf (ASD) Seismic Lateral: 2.54 kip (ASD) > ---=: i _ I Ordinap' Moment Frame (in bloc) Im I - B3 - Cont. beam - n j I y_I ^<^," / Kermv, WM) m m�wa yr uxmrrvr wnxun, IIIm' PPE m` { �.. C i n �. m Bi - Cont. beam�C m m o o m`al m C5 1§ colon roy 1`. C6 er„ ,ro .,, C7 C8 � m aq .. i 1 i m e nw B2 Cont beam m n vox rss. MA m n_ m n__ _ w.a ...... _ ......__ _ ._ _...-'-� ht _rsr i -- - - nu rew ,r'a nu I N')....., Gravity Analysis: Load Combination: LC 1. DL + SL LC 2. DL + 0.75 (0.6 WL (up)) + 0.75 SL LC 3. DL + 0,75 (0.6 WL (down)) + 0.75 SL LC 4. 0.6 DL + 0.6 WL (up) LC 5. 0.6 DL + 0.6 WL (down) Note.' Framing along the blue line is the LPRS Column Trib Area, sq. ft. LC 1, lbs LC 2, lbs LC 3, lbs LC 4, lbs LC 5, lbs CI 85.2 3324.3 1489.5 4017.1 -1020.1 2350.0 C2 178.8 6974.5 3125.1 8427.8 -2140.1 4930.2 C3 155.2 6053.7 2712.5 7315.1 -1857.5 4279.3 C4 69.7 2717.0 1217.4 3283.2 -833.7 1920.6 C5 81.1 3163.3 1417.4 3822.5 -970.6 2236.1 C6 160.3 6253.0 2801.8 7556.0 -1918.7 4420.2 C7 141.1 5503.3 2465.9 6650.1 -1688.7 3890.3 C8 63.3 2470.0 1106.7 2984.7 -757.9 1746.0 Max. 6974.5 3125.1 8427.8 -757.9 4930.2 Min. 2470.0 1106.7 2984.7 -2140.1 1746.0 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: Canopy 1 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 10 of 28 Roof wt, without beams weight; 6.8 psf Distributed loads: Beams Trial Size self wt., plf Trib. Width, ft. LC 1, plf LC 2, plf LC 3, plf LC 4, plf LC 5, plf B1 HSS8X6X3/8 32.51 5.9 219.3 92.9 267.1 -76.2 156.1 B2 HSS8X6X3/8 32.51 5,5 207.4 89.0 252.1 -70.1 147.4 B3 HSS6X6X1/4 18.99 1.4 62.7 33.1 73.9 -11.0 43.4 B4 HSS6X6X1/4 18.99 1.0 50.8 29.3 58,9 -4.9 34.6 B5 HSS6X6X1/4 18.99 1.0 50.8 29.3 58.9 -4.9 34.6 B6 HSS6X6X1/4 18.99 0.5 34,9 24.1 38.9 3.2 23.0 B7 HSS8X6X3/8 32.51 2.0 96.1 53.1 112.4 -13.1 66.0 B8 HSS8X6X3/8 32.51 2.0 96.1 53.1 112.4 -13.1 66.0 B9 HSS8X6X3/8 32.51 2.0 96.1 53.1 112,4 -13.1 66.0 B10 HSS8X6X3/8 32.51 1.5 80.2 47.9 92.4 -4.9 54.4 B11 1-ESS6X6X1/4 18.99 2.0 82.6 39.5 98.8 -21.2 57.9 B12 HSS6X6X1/4 18.99 2.0 82.6 39.5 98.8 -21.2 57.9 1313 HSS6X6X1/4 18.99 2.0 82.6 39.5 98.8 -21.2 57.9 B14 HSS6X6X1/4 18.99 1.5 66.7 34.4 78.9 -13.0 46.3 B15 HSS6X6X1/4 18.99 2.0 82.6 39.5 98.8 -21.2 57.9 B16 HSS6X6X1/4 18.99 2.0 82.6 39.5 98.8 -21.2 57.9 B17 HSS6X6X1/4 18.99 2.0 82.6 39.5 98.8 -21.2 57.9 B18 HSS6X6X1/4 18.99 2.0 82.6 39.5 98,8 -21.2 57.9 Point loads on beams Beams Trial Size LC 1, lbs LC 2, lbs LC 3, lbs LC 4, lbs LC 5, lbs BIL side HSS8X6X3/8 378.3 217.9 438.8 -36.5 258.0 B lit side HSS8X6X3/8 259.8 179.7 290.1 24,2 171.4 B2_L side HSS6X6X1/4 320.1 184.4 371.3 -30.8 218.3 B2_R side HSS6X6XI/4 219.9 152.0 245.5 20.5 145.1 B I 1 1-ISS6X6XI/4 935.4 494,0 1102.1 -164.1 646.8 B12 HSS6X6X1/4 1374.4 725.8 1619.3 -241.1 950.3 B13 HSS8X6X3/8 1324.8 699.5 1560.8 -232.4 916.0 1314 HSS8X6X3/8 598.4 316,0 705.0 -105.0 413.7 B15 HSS8X6X3/8 757.6 436.5 878.8 -73.0 516.7 1316 HSS8X6X3/8 1113.1 641.3 1291.2 -107.3 759.2 1317 HSS6X6X1/4 1072.9 618.1 1244.5 -103.4 731.8 B18 HSS6X6X1/4 484.6 279.2 562.1 -46.7 330.5 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: Canopy 2 Address: 17850 West Valley Hwy, Tukwila, WA 98 l88 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 11 of 28 Max. mom. & shear on beams: Beams Trial Size Max. V, k Max. Morn, k-ft B1 HSS8X6X3/8 3.34 20.87 B2 HSS8X6X3/8 3.15 19.70 B3 FISS6X6X1/4 0.92 5.77 B4 HSS6X6X1/4 0.74 4.60 B5 HSS6X6X1/4 0.28 0.43 B6 HSS6X6X1 /4 0.18 0.50 B7 HSS8X6X3/8 0.51 1.14 B8 HSS8X6X3/8 0.51 1.14 B9 HSS8X6X3/8 0.51 1.14 B10 HSS8X6X3/8 0.42 0.94 B11 HSS6X6X1/4 1.37 3.40 B12 HSS6X6X1/4 1,89 4.83 B13 HSS6X6X1/4 1.83 4.67 B14 HSS6X6X1/4 0.92 2.24 B15 HSS6X6X1/4 1.08 1.96 B16 HSS6X6X1/4 1.49 2.78 B17 HSS6X6X1/4 1.44 2.69 B18 HSS6X6X1/4 0.76 1.32 Design mom. & Shear: Beams Max. V, k Max. Mom, k-ft HSS6X6X1/4 1.89 5.77 -> Beam B12: max. span - 2.8 ft. HSS8X6X3/8 3.34 20.87 -> Beam B 1: max. span = 25.0 ft. 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: Canopy 3 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 12 of 28 (ISS6X6X1/4 Analysis Max Shear & Moment M max = 5772.3 lb-ft V max = 1891 lb Try HSS6X6X1/4 Span = 2.75 ft Fy = 46 ksi Flange is: Compact E = 29000 ksi Web is: Compact Beam Depth = 6 in Ix = 28.6 inA4 X-X Y-Y Flange Width = 6 in Iy = 28.6 in^4 be = NA be = NA Thick 0.25 in Sx = 9.54 inA3 Se = NA Se = NA Bf/Tf = 22.8 Sy = 9.54 inA3 Mp = 515.20 k-in Mp = 515.20 k-in H/Tw= 22,8 Zx = 11.2 inA3 Mn Nc = N.A. k-in Mn Ne = N.A. k-in Iy = 28.6 in^4 Zy = 11.2 inA3 Mn NC w = N.A, k-in Mn Nc w = N.A. k-in J = 45.6 in^4 Cb = 1 kc = 5 WB = 1.67 Mnx = 515.20 k-in Mny = 515,20 k-in C, = 1.000 Wv = 1,50 Shear Cap. = 55.00 k > 1.89 k OK by 96.6 % Moment Cap. = 25.71 k-ft > 5.77 k-ft OK by 77.5 % Deflection, DLL = 0.00074 in ----> L / 44312 < L/ 360 OK Deflection, DTI. = 0.025 in ----> L / 1327 < L/ 240 OK HSS8X6X3/8 Analysis Max Shear & Moment M max = 20865.5 lb-ft V max = 3338 lb Try HSS8X6X3/8 Span = 25.00 ft SS6X6Xlf4 Or LARGER Max,w_SL: 146.9 plf Max.w_TL: 267.1 plf Fy = 46 ksi Flange is: Compact E = 29000 ksi Web is: Compact Beam Depth = 8 in Ix = 79.1 in^4 X-X Y-Y Flange Width = 6 in ly = 50.6 in^4 be = NA be = NA Thick 0.375 in Sx = 19.8 inA3 Se = NA Se = NA Bf/Tf = 14.2 Sy = 16,9 inA3 Mp = 1108.60 k-in Mp = 910.80 k-in H/Tw= 19.9 Zx = 24.1 inA3 Mn Nc = N.A. k-in Mn NC = N.A. k-in Iy = 50.6 in^4 Zy = 19.8 inA3 Mn Nc w = N.A. k-in Mn Nc w = N.A. k-in J = 100 in^4 Cb = 1 k, = 5 WB = 1.67 Mnx = 1108.60 k-in Mny = 910.80 k-in C,= 1.000 Wv= 1.50 Shear Cap. = 110.00 k > 3.34 k OK by 97 % Moment Cap. = 55.32 k-ft > 20.87 k-fl OK by 62.3 °A) Deflection, DLL = 0.5628 in ----> L / 533 < L/ 360 OK Deflection, DTL = 1.023 in ----> L / 293 < L/ 240 OK USE HSS8X6X3/8 or LARGER 13228 NE 20th St, Suite 100, Bellevue, WA 98005 1 (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: Canopy 4 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 13 of 28 Check Deflection of HSS 8x6x3/8 Cantilever beam Max.co_TL: 267.1 plf Point loadTL: 438.8 lbs Span: 5.5 ft. Deflection, DTL 1.537 in ----> L / 864 Lateral Analysis: L/ 240 OK USE HSS8X6X3/8 or LARGER LVP 6 CAM KM, 1, Ordinary Moment Frame cm blue) ...- I." 63-CoMbeamm r] I . 111. ft Clk 03 Ittlalla MOM.. TO / 03 COMM, ai 03 C 1 L C2 81 - Cont. beam T G C4 165 M. RP 03 .0 C5 C6 1111111 .....,.. gt,,c8 C7 . .., B2 - Cont. beam , B4"-Ti5fittlffeam ' 4 Lateral Load: Total lateral load: 2.54 k (ASD) Lateral load at ea. col. Column Trib Area, sq. ft. DL, lbs Lat. Load, k (LRFD) Lat. Load, k (ASD) Cl 85.2 1193.4 0.324 0.232 C2 178.8 2503.7 0.680 0.486 C3 155.2 2173.1 0.590 0.422 C4 69.7 975.3 0.265 0.189 C5 81.1 1135.6 0.308 0.220 C6 160.3 2244.7 0.610 0.435 C7 141.1 1975.6 0.537 0.383 C8 63.3 886.7 0.241 0.172 Tot: 3.55 2.54 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Controls Design (Worst Case) Project: Ryder Tukwila - Canopy Pg. No: Canopy 5 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 14 of 28 Frame along columns CI thru C4 (Design for the worst case) .324k M3 .68k M6 59k M7 265k 4.,441 ti 4 5 1,417 Check Frame Deflection: Mean height of columns, h: 19 ft. Allowable story drift: 0.02511 * Per table 12.12-1 of ASCE 7 Allowable story drift: 5.70 in. Max. deflection from analysis: 1.68 in. * Due to seismic loads Cd: 3 le: 1 Deflection: 5.040 in, O.K. Check Col„. Load Combinations used or analysis: + 0.14 SOS) DL + 0,7 (3) QE (Omega = 3) (1.0 + 0.10 SDS) DL • 0.75 (0.7) (3) QE + 0.75 SL (Omega =3) (1.0 + 0.14 SOS) DL • 0,7 (3) QE (Omega = 3) Worst Case: Column C2 (See the attached Risa Analysis for full report) Member Sec A[k] LC V [k] LC v1. [k-ft LC M2 1 max 7.201 9 1.122 8 0 8 min 2.632 10 0.88 9 0 8 2 max 7.057 9 1.122 8 -4.18 9 min 2.57 10 0.88 9 -5.33 8 3 max 6.913 9 1.122 8 -8.36 9 min 2.508 10 0.88 9 -10.7 8 4 max 6.768 9 1.122 8 -12.5 9 min 2.447 10 0.88 9 -16 8 5 max 6.624 9 1.122 8 -16.7 9 min 2.385 10 0.88 9 -21.3 8 Max.: 7.201 1,122 -21.3 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: Canopy 6 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: - 19150 Page 15 of 28 Frame along columns C2 & C6 (Design for the worst case) 68k Check Frame Deflection: 42 N4 Mean height of columns, h: 19 ft. Allowable story drift: 0.025 h * Per table 12.12-1 of ASCE 7 Allowable story drift: 5.70 in. Max. deflection from analysis: 0.891 in. * Due to seismic loads Cd: 3 le: 1 Deflection: 2.673 in. O.K. Worst Case: Column C2 (See the attached Risa Analysis forfull report) Member Sec A[k] LC V [k] LC vf. [k-ft LC MI 1 max -1.51 9 2,129 8 21.38 8 min -3 10 1.595 9 16,05 9 2 max -1.65 9 2.129 8 11,27 8 min -3.06 10 1.595 9 8.473 9 3 max -1.8 9 2.129 8 1.155 8 min -3.12 10 1.595 9 0.899 9 4 max -1.94 9 2.129 8 -6.68 9 min -3.18 10 1.595 9 -8.96 8 5 max -2,08 9 2.129 8 -14,2 9 min -3.25 10 1.595 9 -19.1 8 Max.: 3.245 2.129 21.38 13228 NE 20 h St, Suite 00, Bellevue, WA 98005 I (425) 6 4-0949 Project: Ryder Tukwila - Canopy Pg. No: Canopy 7 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 16 of 28 IC2 HSS Column Column. Loading = 1.00 icy = 1.00 = 1.00 Fy = E_ G= 1 46 ksi 29000 ksi 11200 ksi Mux (DL-Lu= 256.60 k-in Muy ( DL+LLI- 0.00 k-in Pu (DL+LL) 7.20 k Reactions P= Support A: Rx Ry = 7.20 0.00 0.00 k k k P= Support B: Rx = Ry = 0.00 0.00 0.00 k k k Analysis Trvl HSS6X6X 8 Beam Depth = 6 in Flange Width = 6 in Thick = 0.375 in Area = 7.58 in2 Bf/Tf H/Tw= Ix = Iy = 14.2 14) 39.5 In4 39.5 in4 Sy = zx = zy= 1.3.2 m' 13.2 in3 15.8 in3 15.8 in3 rx r = J= Cµ, = 2.28 in 2.28 in 64,6 in4 0 in6 ending B = 1.67 Beam Is: Fully Braced Unbrcd Lb = NA NA MI,x Mnx NC = Mnx NC W = 726.80 k-in N.A. k-in N.A. k-in n = 726.80 k-in X-X Bend - Flange is: Y-Y Bend - Flange is: N/A ft Compact Compact Ch= 1 be = NA Se = NA Web is: Web is: Mpy = Mny NC = Mny NCW= t:ompact Compact 726.80 k-in N.A. k-in N.A. k-in nv = 726.80 k-in Compression - e - e N/A in N/A in N/A in2 67 Pn NS = Pn FTB NS = Flange is. Non -Slender 177.9 k 347.9 k Pn= 177.9 k Pn S = Pn FTB S = Web is: Non -Slender N/A k N/A k Combination Pr / (2 * Pc) + (Mrx / Mcx + Mry / Mcy) _ C2 USE HSS6X6X3/8 ar' LARGER '11j, ,,,, , ',' 0.62 < 1.00 OK by 37.7 °f1) 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Address: Client: Ryder Tukwila - Canopy 17850 West Valley Hwy, Tukwila, Jackson Main Architecture A 98188 Pg. No: Date: Job No.: Canopy 8 10/1/19 19150 Page 17 of 28 Max. Mom. & shear At beam to column conn.: * Worst case for frame in the transverse direction * Worst case for frame in the long. direction Mom.: 19.07 k-ft. Mom.: 17.03 k-ft. Mom.: 228.88 k-in. Mom.: 204.37 k-in. Vmax: 3.702 k Vmax: 3.404 k Design Mom. & Shear: Max. mom: Max. Shear: Weld design 228.88 k-in. 3.702 k d: 8 in. b 6 in. weld size: 0.25 in. S: 69.33 in^2 weld length: 28 in. R_shear: 0.132 k/in. R mom: 3.30 k/in. R resultant: 3.43 k/in. R allow:: 3.71 k/in. Unity check: 0.92 OK Max. Mom. & shear At column to base plate conn.: * Worst case for frame in the transverse direction Mom.: 21.38 k-ft. Mom.: 256.60 k-in. Check baseplate.: Max. mom.: 256.60 k-in. base plate width: 14.5 in. plate thickness: 1.625 in. Zy: 9.57 in^3 Fy: 50 ksi Allow mom.: 286.59 k-in. Unity check: 0.895 OK Check column to base plate connection design: d: 6 in. b 6 in. weld size: 0.25 in. S: 48.00 in^2 R mom: 5.35 k/in. weld size: 3/8 in. Allow mom.: 5.568 k/in. Unity check: 0.960 OK 13228 NE 20th St, Suite 100, Bellevue, WA 980(15 I (425) 614-0949 * Worst case for frame in the long. direction Vmax: 0.947 k Axial: -1.01 k Project: Ryder Tukwila - Canopy Pg. No: Canopy 9 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 18 of 28 Column Anchorage Design Load Combinations: Description (1.2 + 0.2 SDS)DL + 1.3 QE + 0.2 SL (rho = 1.3) 2 " (0 9 - 0 2 SOS)OL + 1.30E (rho = 1.3) 3 (1.2 + 0.2 SDS)DL + 3 (QE) + 0.2 SL (omega = 3,0) 4 (0.9 - 0,2 SDS) DL + 3 QE (Omega = 3.0) 5 (1.0 + 0.14 SDS)0L + 0.7 (1,3) QE (rho = 1.3) 5 (1,0 + 0.10 SDS) DL + 0.75 (0,7)(1.3)0E + 0.75 SL (rho = 1.3) 7 : (0.5 - 0.14 SDS) DL + 0.7 (1.3) QE (rho = 1.3) 8 (1.0 + 0.14 SOS) CIL + 0.7 (3)QE (Omega -7 3) 9 (1.0 + 0.10 SDS) IX + 0 75 (0.7)(3)0E + 0.75 SL (Omega =3) 10 (1.0 + 0.14 SDS) DL + 0.7 (3) QE (Omega 7 3) . 11 0 7 OE Load combinations that apply: LC 3 & LC 4 (LRFD 14)/ overstrength factor) * Worst case fi • frame in the transverse direction * Worst case forframe in the long. direction Joint X [k] LC Y [k] LC Moment [k-ft] Joint X [k] LC Y [k] LC Moment [k-ft] NI max -3.16 4 -3.7 3 30.63 min -3.16 3 -4.26 4 30.47 N3 max -0,71 3 6.016 3 0 min -0.71 4 5.396 4 0 Ni max -1.4 4 -0,47 3 0 min -1.43 3 -1.43 4 0 N3 max -1.29 3 7.007 3 0 min -1.37 4 3.93 4 0 N5 max -1.59 3 3.133 3 0 min -1.59 4 0.415 4 0 N7 max -1.21 4 4.826 3 0 min -1.27 3 3.574 4 0 Max. -0.71 6.016 30.63 Max. -1.21 7.007 0 Min.: -3.16 -4.26 0 Min,: -1.59 -1.43 0 Worst Case: X [k] Y [k] Moment [k-in.] NI -3,16 -4.26 365.7 * See the attached Hilti Profis Analysis for the anchoage design 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: Canopy 10 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 19 of 28 Mat Foundation Column Loads: CI through C4: PDL = PsL = PwL(-) = PWL (-) P0.7E 1.00 ft 9.00 ft 2.00 ft 2.50 k 4.47 k 3.43 k -3.64 k 0.49 k C5 through C8: PDL = PSL = PWL (*) = PWL (-) - P0.7E 2.24 k 4.01 k 3.07 k -3.27 k 0.44 k Foundation Dimensions: B = 65.0 ft L = 14.(ff) ft t = 2-4 in Ix = 14,882 ft^4 Iy = 321,63,0 ftA4 A = 911 ft.^2 wt = 264,238 lb CGx = 32.54 ft CG y = 7.0)7/ ft fDatum ' 2.00 ft 18.83 ft 25,00 ft El C7 17.25 ft E 1 C8 2.00 ft Column Locations / Load Centroid Col X (ft) Y (ft) P DL (k) Center of Column Group CI 2.00 11.00 2.50 CGx--- 32.94 ft C2 20.83 11.00 2.50 CG y = 6.50 ft C3 45.83 11.00 2.50 C4 63.08 1 1.00 2.50 Center of Force: C5 2.00 2.00 2.24 CGx = 32.94 ft C6 20.83 2.00 2,24 CG y = 6.75 ft C7 45.83 2.00 2.24 C8 63.08 2.00 2.24 Total Loads: M (x-)0 DL" I 8.99 k Mix_ = 7,52 PSL = 33.92 k MSL - 13,43 PviL 6-) = 26.0 I k M = = 10.29 P0,7E = (3.00 k M0.7E = 16.5S k-ft k-ft k-ft k-ft MDL = MSL = MYr'L (*) = M0.7E = M (Y-Y) -9.50 -16.96 -13.00 0.00 k-ft k-ft k-ft k-ft Lod eccentricity from Ftg CG ex = 0.40 ft ey = -0.50 ft P(DL-rSL) = P(D1-+WL) = P(pti-o.7F.) = P(DL+).75*SL-1-0.75,'WL) = P(DL4-0.75.(0.7E)+0.75.(0.2"SL)) = 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 26 psf 47 psf 36 psf 2 psf 74 psf 63 psf 28 psf 89 psf 35 psf Project: Ryder Tukwila - Canopy Pg. No: Mat I Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 1/21/21 Client: Jackson Main Architecture Job No.: 19150 Mat Foundation (Cont.) Assume Universal Pressure: q = 89 psf (ASD) q = 142.2 psf (LRFD) Moment and Shear Ratios from Risa Check Strip along Width of Canopy: w' 24 in trib 7 ft 0 0 G i0 000 000 AC2 A; C3 A C4 2.00 fl 18.83 ft 25.00 ft 17.25 ft 2.00 ft Location: M / plf V / plf M (lb-ft) A 2 -2 1,991 B 2 6.869 1,991 C -21.592 0 -21,492 D 49.941 -11.961 49,709 E 49.941 12.651 49,709 F -30.075 0 -29,935 G 46.17 -12.349 45,955 H 46.17 11.186 45,955 J -16.387 0 -16,311 K 2 , -6.064 1,991 L 2 2 1,991 R / plf R (lb) CI 8.9 8,859 i . C2 24.6 24,486 g C3 23.5 23,391 ' 3 C4 8.1 8,062 es_ 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 AUE Project: Ryder Tukwila - Canopy Pg. No: Mat 2 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 1/21/21 Client: Jackson Main Architecture Job No.: 19150 Mat Foundation (Cont.) Assume Universal Pressure: q = 89 psf (ASD) q = 142.2 psf (LRFD) Check Strip along Depth of Canopy: w' = 48 in trib = 12.5 GAG 0 GAG C5 CI 2.00 ft 9.00 ft 1.00 fl Location: M / plf V / plf M (lb-ft) A 2 -2 1,991 B 2 4.667 1,991 C -8.889 0 -8,848 D 0.5 -4.333 498 E 0.5 1 498 R/plf R (lb) C5 6.7 6,669 0 5.3 5,275 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: Mat 3 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 1/21/21 Client: Jackson Main Architecture Job No.: 19150 Concrete Beam fc = 4,500 psi fy = 60,000 psi Beam Location: Concrete not Exposed to Weather or in Contact with Ground: Beams & Columns Slab Section 1: Along Canopy Width Trib 1= 0.00 ft pDL = 0.00 psf pLL = 0.00 psf PDL = 0.00 Ib 0.00 ft Bending Design: (Dead Load) (Live Load) Trib 2= 0.00 ft pDL = 0.00 psf pLL = 0.00 psf Beam Size 24 x 24 Bottom Bar = #7 #: 3 Top Bar = #7 #: 3 As = 1.80 in2 Bot A's = 1.80 in` Top a = 0.000 in cover = 3.00 in d = 20.063 in d' = 3.938 in Mn = 145,125 Ib-ft (13 Mn = 130,613 Ib-ft Min Width of Mbr b min = 10,63 OK Max Steel Check As max = 13.04 OK Min Steel Check As min = 1.62 OK Bm Wt : 0 Ib (Dead Load) (Live Load) Steel Spacing: 8 in O.C. fc = 4,500 psi Beam Location: Concrete not Exposed to Weather or in Contact with Concrete Beam fy = 60,000 psi Ground: Beams & Columns Slab Section 2: Along Canopy Depth Trib 1= 0.00 ft pDL = 0.00 psf pLL = 0.00 psf PDL = 0.00 lb 0.00 ft Bending Design: ' (Dead Load) (Live Load) Trib 2= 0.00 ft pDL = pLL = 0.00 psf 0.00 psf Beam Size 48 x 24 Bottom Bar = #7 #: 6 Top Bar = #7 #: 6 As = 3.60 in2 Bot A's = 3.60 in` Top a = 0.000 in cover = 3.00 in. d = 20.063 in d' = 3.938 in Mn = 290,250 Ib-ft c Mn = 261,225 Ib-ft Min Width of Mbr b min = 16.25 OK Max Steel Check As max = 26.08 OK Min Steel Check As min = 3.23 OK BmWt: 0 lb (Dead Load) (Live Load) Steel Spacing: 8 in O.C. 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: Mat 4 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 1/21/21 Client: Jackson Main Architecture Job No.: 19150 vmmw.hilti.va Profis AnpMsr2.@'4 Company: Specifier: Phone |Fax: | Page: Sub -Project |Pos. No.: 10/11/20119 Sp*ciner's comments: H8Scolumn Anchorage Design 1 Input data Anchor type and diameter: Heavy Hex Head ASTMF1554GR. 5511/4 Ann Effective embedment depth: he=17.00Oin. Material: ASTMF1554 Proof: Design method AC|310'14/C|P Stand-off installation: without clamping (annhor);restraint level (anchor p|me):2.0O;o»=1.00Oin.; t=1.025in. Hi0Gmut: CB-GBG.epoxy. fc,a=w=14.g39psi Anchor plate: 1.xlyxt=14.s0Oin. x14.5Vuin. x1.625in.;(Recommended plate thickness: not calculated Profile: Square HSSKU3C>.H8S0XOX.375;(LxYYxT)=O.00Oin. xO.000in. x0.375in. Base material: cracked concrete, .Cc'=4.50Opsi; »~24.000in. Reinforcement: tension: condition B.shear: uondition8; edge reinforcement: "= No. 4bar Seismic loads (oat. C. D. E.o,F) Tension load: yes <17.2.3.4.3(d)) n'The anchor calculation inbased onorigid anchor plate assumption. Geometry OoJ& Loading Db,mi � Input data and results must be checked for agreement with the existing conditions and for plausibilityl Page 22of28 www.hilti.us Profis Anchor 2.8.4 Company: Specifier: Address: Phone I Fax: E-Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 18,546 790 790 0 2 0 790 790 0 3 18,546 790 790 0 4 0 790 790 0 max, concrete compressive strain: 0.29 [Too] max. concrete compressive stress: 1,262 [psi] resulting tension force in (x/y)=(-4.500/0.000): 37,093 [lb] resulting compression force in (x/y)=(6.054/0.000): 32,834 [lb] Anchor forces are calculated based on the assumption of a rigid anchor plate. 3 Tension load Page: Project: Sub -Project I Pos, No.: Date: 2 10/1/2019 Load Nua [Ib] Capacity 4, N„ [Ib] Utilization DN = Nua/4, N,, Status Steel Strength* 18,546 54,506 35 OK Pullout Strength* 18,546 42,279 44 OK Concrete Breakout Strength** 37,093 38,003 98 OK Concrete Side -Face Blowout, direction ** N/A N/A N/A N/A • anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = Ase,N futa (f) Nsa ?"- Nua Variables As..N ACI 318-14 Eq. (17.4.1.2) ACI 318-14 Table 17.3.1.1 ra. [psi] 0.97 Calculations Na [lb] 72,675 Results Nsa [Ib] 72,675 75,000 41 steel 0.750 Nsa [Ib] 54,506 Nua [lb] 18,546 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Page 23 of 28 www.hilti.us Profis Anchor 2.8.4 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 10/1/2019 3.2 Pullout Strength NpN = w p.p Np 8 Ain fc NpN Nua Variables W c,p 1.000 Calculations Np [lb] 80,532 Results N. [Ib] 80,532 ACI 318-14 Eq. (17.4.3.1) ACI 318-14 Eq. (17.4.3.4) ACI 318-14 Table 17.3.1.1 Abrg [in.2] 2.24 43 concrete 0.700 3.3 Concrete Breakout Strength a 1.000 I) seismic 0.750 ANc Ncbg = (Atico) ec,N ed,N c,N cp,N Nb 4) Ncbg Nua Awe see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) = = (1 1 + 2 eN ) 5 1.0 3 hef = 0.7 + 0,3 ( ca•mien f) 5 1.0 1.5h c = 1 5h MAXMAX("1", 5 1.0 Cac Cac = 162, a 4Tc h:/f3 ANco W ec,N ed,N cp,N Nb Variables her [in.] 17.000 cpc [in.] Calculations ANC [in.2] 1,980.00 Results Ncbg [Ib] eci,w [in.] 0.000 kp 16 ANc0 [in,2] 2,601.00 43 concrete 72,386 0.700 ec2,N [in.] 0.000 A, a 1.000 ecl,N 1.000 seismic 0.750 fc [psi] 4,500 nonductile 1.000 (I) N, [Ib] 42,279 ACI 318-14 Eq. (17.4.2.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2b) cam*, [in.] 7.500 fc [psi] 4,500 ec2,N 1.000 nonductile 1.000 c,N 1.000 ed,N 0.788 Ncpp [lb] 38,003 Nua [Ib] 18,546 W cp,N 1.000 Nua Ob] 37,093 Nb [Ib] 120,635 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor 1 c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Page 24 of 28 www.hilti.us Profis Anchor 2.8.4 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos, No.: Date: 10/1/2019 4 Shear load Load Vua [lb] Steel Strength* 790 Steel failure (with lever arm)* 790 Pryout Strength** 3,160 Concrete edge failure in direction x+•• 3,160 • anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength V„ = 0.6 As..v futa Vsteel VVa Variables Ase,v [in.2] ACI 318-14 Eq. (17.5.1,2b) ACI 318-14 Table 17.3.1.1 luta [psi] 0.97 Calculations Vsa [Ib] 43,605 Results Vsa [lb] 43,605 75,000 Capacity 4)v, [lb] Utilization 13v = Vu./4) V. Status 22,675 4 OK 4,086 20 OK 128,979 3 OK 40,571 8 OK (I) steel (I) eb Vsa [lb] Vua [Ib] 0.650 0.800 22,675 790 4.2 Steel failure (with lever arm) v"," _ CtM Ms Lb N' ep Ns. M° = (1.2) (S) (ferric) ( 1 Nua X • Ns. — 32 Lb = z + (n)(do) Vs^ Vua Variables am 2.00 Calculations [in.lb] 11,613.505 Results V:4 [lb] 6,287 fu,min [psi] 75,000 Nu. Ns./ 0.660 steei 0.650 bending equation for stand-off resultant flexural resistance of anchor characteristic flexural resistance of anchor reduction for tensile force acting simultaneously with a shear force on the anchor elastic section modulus of anchor bolt at concrete surface internal lever arm adjusted for spalling of the surface concrete ACI 318-14 Table 17.3.1.1 Nua [Ib] 18,546 Ms [in.lb] 7,661,866 •Va" [lb] (I) Nsa [Ib] 54,506 Lb [in.] 2.438 Vua [Ib] 4,086 790 z [in.] 1.813 n do [in.] 0.500 1.250 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor t c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Page 25 of 28 www.hilti.us Pro is Anchor 2.8.4 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 10/1/2019 4.3 Pryout Strength ANc V kcP [(Ai Vceg Vua see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANC ANco ec,N ed,N = 9 = (1 1 + 32 heNi = 0.7 + 0. 41 cp,N = MAX Nb = 16 A. a \c ACI 318-14 Eq. (17.5.3.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) 5 1.0 ACI 318-14 Eq. (17.4.2.4) Camin ) < 1 0 .5hai Gamin 1 -She( Ca, Ca, 91 ec,N 91 ed,N 41 c,N y cp,N 1.0 ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2b) Variables lc, het [in.] eal ,N [in.) ec2,N [in.] Gamin [in.] 2 17.000 0.000 0.000 7.500 c,N c„ [in.] A, a ( [psi] 1.000 16 1.000 4,500 Calculations AN c [in.2] 2,520.00 Results Vam [lb] 184,255 ANco [in.2] 41 ect,N 11 ec2,N ed,N 45 cp,N 2,601.00 1.000 1.000 0.788 1.000 4) concrete 4) seismic (I) nondockle Vcpg [Ib] Vua [ib] 0.700 1.000 1.000 128,979 3,160 Nb [Ib] 120,635 Input dela and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Page 26 of 28 www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.8.4 6 10/1/2019 4.4 Concrete edge failure in direction x+ Av. Avco Vog A, see ACI 318-14, Section 17,5.2.1, Fig, R 17.5.2.1(b) Avco = 4.5 cL 1 2e,, 1.0 3Cai Veb9 ec,V ed,V h,V Vb y ec,V ed,V W c,V ‘11 h,V i1 parallel,V Vb = 0.7 + 0.3 .5ca 1.5cal 1 0 ha • = 9 X a Airc c1.15 Ca2 Variables cal [in.] 17.000 le [in.] 10.000 Calculations Av. [in.2] 1,440.00 Results Vbb9 [Ib] 57,959 ACI 318-14 Eq. (17.5.2.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.5.2.1c) ACI 318-14 Eq. (17.5.2.5) 5 1.0 ACI 318-14 Eq. (17.5.2.6b) na2 [in.] 25.500 1.000 Avco [in.2] 1,300,50 4) concrete 0.700 ecv [in.] 0,000 da [in.] 1.250 W ec,v 1.000 4, seismic 1.000 5 Combined tension and shear loads PN 0.976 PNV = (PN PV) / 1.2 <= 1 Pv 0.193 1,000 ACI 318-14 Eq. (17.5.2.8) ACI 318-14 Eq. (17.5.2.2b) y 1.200 [psi] 4,500 W ed,V 1.000 nonductile 1.000 Utilization 13NN [%] 98 ha [in.] 24.000 W parallely 1.000 II h,V 1.031 Vcbg [Ib] 40,571 Status OK Vt, [Ib] 42,318 Vua [lb] 3,160 input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schoen Hilti is a registered Trademark of Hilti AG, Schoen Page 27 of 28 vw^wv,h|lti.uo Address: Phone |Fax: | Page: Sub -Project |Pos. No.: r 1OM/2O18 @Wammings ~The anchor in PROF|S Anchor requireplates per current regulations (ETAGVO1mnnaxC.EOTATR829.etc),This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered -the anchor plate inassumed tobo sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEMoolimit the stress ofthe anchor plate based onthe assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROMS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! ` Condition A applies when supplementary reinforcement is used. The 0 factor is increased for non -steel Design Strengths except Pullout Strength and Prynutstrength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. ^ xC|310does not specifically address anchor bending when ostand-off condition exists. PROF IS Anchor calculates ashear load corresponding to anchor bending when stand-off exists and includes the results as a shear Design Strength! ^ Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! ^ Ananchor design approach for structures assigned Vo Seismic Design Category C.o. Eu,Fiogiven mAC|31V'1*.Chapter 17'Section 17.2.3,4.3 (a) that requires the governing design strength of an anchor or group of anchors bolimited byductile steel failure. |fthis ioNOT the case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4,3 (b), Section 17.2.3,4.3 (c)'orSection 172.3.4.3(u).The connection design (oxear) shall satisfy the provisions vfSection 172.3.5.3(a).Section 17.2.3.5.3(b).o,Section 172.3.5.3(c). ^ Section 1r2.3.4.3(U)/Section 172.3.5.5(,)require the attachment the anchors are connecting mthe structure bodesigned Vvundergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section, 17.2.3.4.3(c)/Section 17.2.3.5.3 (b)waive the ductility requirements and require the anchors tobwdesigned for the maximum tension / shear that can betransmitted to the anchors Uyanon-yielding attachment, Section 172.3.4.%(d)/Section 172.3,o.3(c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E.with Eincreased uywo. Fastening meets the design criteria! Input data and results must be checked for agreement vAth the existing conditions and for plausibility! Page 28 of 28 .324k M3 .68k N2 ~N4 Loads: BLC 1, EQ Results for LC 3, (1.2 + 0.2 SOS)DL + 3 (QE) + 0.2 SL (omega = 3.0) M6 .59k Moment Frame in the long direction N M7 .265k N8 L A7 SK-2 Oct 2, 2019 at 11:22 AM Long Frame - Rev 01.r2d Company Designer Job Number . Oct 2, 2019 Checked By. Model Name T E C H N O L O G I E S Hot Rolled Steel Section Sets Label Shape HSS 6x6x3/8 Columns HSS6x6x6 HSS 8x6x3/8 Beams HSS8x6x6 Joint Coordinates and Temperatures Type Design List Column SquareTu Beam Tube Material Design R... A pn21 I (90,27... 1 0.180)... A500 Gr.B Rect A500 Gr.B Rect Typical 8.97 50.6 79.1 Typical 7.58 39.5 39.5 La bel X [ft Y Eft 1 N1 0 0 0 2 N2 0 19 0 3 N3 18.8333 0 0 4 N4 18.8333 19 0 5 N5 43.8333 0 0 6 N6 43.833 19 0 7 N7 61.0833 0 0 8 N8 61.0833 19 0 Joint Boundary Conditions Joint Label X /in Y [k/in Rotation[k-ft/rad 1 N1 Reaction Reaction 2 N3 Reaction Reaction 3 N5 Reaction Reaction 4 N7 Reaction Reaction Joint Loads and Enforced Displacements (BLC 1 : EQ) Joint Label L.D.M Direct' A 1 N2 L j X .324 2 N4 L 1 X .68 3 N6 L X .59 4 N8 L X .265 Member Distributed Loads (BLC 2: DL) 1 Member Label Direction Start Magnitude[k/ft,F] M3 Y M6 Y M7 Y -.082 082 -.082 End Magnitude[k/ft... Start Location[ft,%] End Localionift %] -.082 -.082 -.082 Member Distributed Loads (BLC 3 : SL) 0 0 0 0 0 Member Label Direction Start Magnitude[k/ft,F] 1 M3 M6 M7 Y -.147 -.147 -.147 End Magnitude[k/ft.. Start Location[ft,%L End Location[ft %] -.147 -.147 0 0 -.147 0 0 0 0 RISA-2D Version 13.0.0 [P:\19000\19150 Ryder Tukwila\Eng\Risa\Long Frame - Rev 01.r2d] Page 1 Company /RIS Designer Job Number : T CHNOLOGIEs Model Name : Oct 2, 2019 Checked By, Basic Load Cases BLC De scri lion Cateaor X Gravity Y Gravit Joint Point Distributed 1 EQ EL F4 2 3 DL DL -1 3 SL SL 1 3 4 5 Wt. (LAO WL WL(Down) WL Load Combinations Description Solve P... S... B... Fac..B... Fac..B... Fac..B.., Fac..B... Fac..B... Fac..B... Fac... 1 (1.2 + 0.2 SDS) DL + 1.3 QE + 0.2 L (rh... Yes Y [ 2 1.2 2 .19 1 1.3 3 .2 2 (0.9- 0,2 D DL + 1.3QE (rho = 1.3) Yes Y J2 .9 2 -.19 1 1.3 3 .2 + 0.2 SOS D + QE + 0.2 0 ... Yes Y ' 2 1.2 2 .19 1 3 3 .2 4 (0.9 - 0.2 Ss) DL + 3 QE Omeg = .0 Yes Y 2 .9 2 -,19 1 3 5 (1.0 + 0.14 SDS) DL + 0.7 (1.3) QE (rho =-.• Yes Y 2 1 2 .133 1 .91 6 (1.0 + 0.10 SDS) DL + 0.75 (0.7) (1,3) QE., Yes Y 2 1 2 .09511.683 3 .75 7 8 .(1.0 (0.6 - 0.14 SDS) DL + 0.7 (1.3) QE (rho = .. Yes Y Y 2 2 .6 1 2 2 -.133 1 .91 + 0.14 SDS) DL + 0.7 (3) QE (Omega.. Yes .133 2.1 9 10 1 1 , (1,0 + 0.10 SDS) DL + 0.75 (0.7) (3) OE +.. (1.0 + 0.14 SDS)DL + 0.7 (3) QE (Omega.. Yes Yes Y ¥ 2 1 2 .095 .5.. 3 75 2 .6 2 -.133 0.7 QE Yes Y 1 .7 1 Joint Reactions LC Joint Label X Y MZ k-ft Ni11 -.544 .993 0 N3 -.566 6,044 0 3 1 N5 -.685 4.264 0 4 1 N7 -.621 3.198 0 5 1 1 Totals: -2.417 14.498 6 L 1 COG (ft): X: 30.622 Y: 17.08 7 2 Ni -.56 -.071 8 2 N3 -.606 3.033 0 9 2 N5 -.677 1.466 0 10 2 N7 -.574 2.059 0 11 2 Totals: -2.417 6.488 12 2 COG (ft): X: 30.633 Y: 16.808 3 Ni13 -1.427 -.469 0 14_ 15 3 3 N3 -1.287 7.007 _. 0 N5 -1.591 3.133 0 16 3 N7 -1.272 4.826 0 17 3 Totals: -5.577 14.497 18 19 COG(): X: 30.622 Y: 17.08 4 Ni -1.403 -1.431 20 4 N3 -1.366 3.93 0 21 4 N5 -1.594 .415 0 22 4 N7 -1.214 3.574 0 23 4 Totals: -5.577 6.488 24 COG_(f1): X: 30.633 Y: 16,808 25 5 Ni -.367 .794 26 5 N3 -.41 1 4.243 RISA-20 Version 13.0,0 [P:\19000\19150 Ryder Tukwila \Eng \Rise\ Long Frame - Rev 01.2d) Page 2 Company 11hRIsA Designer Job Number TECHNOLOGIES Model Name : Oct 2, 2019 Checked By. Joint Reactions (Continued) LC Joint Label X Y MZ k-ft 27 5 N5 -.481 3.042 28 5 N7 -.433 2.275 0 29 5 Totals: -1.692 10.354 30 5 COG (ftl: X: 30.633 Y: 16.808 31 6 N1 -.235 1.694 32 6 N3 -.276 6.682 0 33 6 N5 -.381 5.595 0 34 6 N7 -.377 2.771 35 6 Totals: -1.269 16.741 36 6 COG (ft): X: 30.596 Y: 17.69 37 7 N1 -. 5 -.077 38 7 N3 -.432 2.015 0 39 7 N5 -.472 .941 0 40 7 N7 -.403 1.388 41 7 Totals: -1.692 4.266 42 7 (ft): X: 30.633 j Y: 16.808 43 8 ,.COG , Ni -.946 -.191 0 44 8 N3 -.945 4.892 0 45 8 N5 -1.102 2.28 0 46 8 N7 -.91 3.372 47 8 Totals: -3.904 10.353 48 8 COG (ft): X: 30.633 Y: 16.808 49 9 Ni -.677 .905 50 9 N3 -.666 7.201 0 51 9 N5 -.828 4.985 0 52 9 N7 -.757 3.649 53 9 Totals: -2.928 16.74 54 9 COG (ft): X: 30.596 Y: 17.69 55 10 Ni -.947 -1.012 56 10 N3 -.984 2.632 0 57 10 N5 -1.1 .218 0 58 10 N7 -.873 2.429 59 10 Totals: -3.904 4.267 60 10 COG (ft): X: 30.633 Y: 16.808 61 11 Ni -.304 -.531 62 11 N3 -.345 .35 0 63 11 N5 -.356 -.411 0 64 11 N7 -.297 .591 65 11 Totals: -1.301 0 11 COGJft): NC NC Joint Deflections LC Joint Label X fin Y tn Rotation rra 1 1 N1 0 0 -2.086e-2 2 1 N2 3.553 0 -4.986e-3 3 1 N3 0 0 -2.225e-2 4 1 N4 3.553 -.007 -2.192e-3 5 1 N5 0 0 -2.296e-2 6 1 N6 3.553 -.005 -7.66e-4 7 1 N7 0 0 -2.21e-2 RISA-2D Version 13.0.0 [P:\19000\19150 Ryder Tukwila \Eng\Risa\ Long Frame - Rev 01.r2d1 Page 3 hRIsI T E C H N 0 L 0 0 1 E s Company Designer Job Number . Model Name . Oct 2, 2019 Checked By Joint Deflections (Continued) LC Joint Label X fin Y fin Rotation [ra 8 9 1 2 N8 3.553 -,004 -2.487e-3 N1 0 0 -1.969e-2 10 2 N2 3.297 0 -3.969e-3 11 2 N3 0 0 -2,079e-2 12 2 N4 3.297 -.004 -1.746e-3 13 2 N5 0 0 -2.112e-2 14 15 2 2 2 N6 3.297 -.002 -1.083e-3 N7 0 0 -2.028e-2 16 17 2 N8 3.297 -.002 -2.773e-3 3 _.� N1 0 0 -4.887e-2 18 3 N2 8.177 .001 -9.75e-3 19 3 N3 0 0 -5.159e-2 20 3 N4 8.177 -.009 -4.289e-3 21 3 N5 0 0 -5.236e-2 22 23 3 3 N6 8.177 -.004 -2.739e-3 N7 0 0 -5.026e-2 24 _25 3 4 N8 8.177 -.006 -6.944e-3 Ni 0 0 -4.575e-2 26 4 N2 7.6 .002 -8.402e-3 27 4 N3 0 0 -4.809e-2 28 4 N4 7.6 -.005 -3.697e-3 29 4 N5 0 0 -4.848e-2 30 31 I 4 N6 7.6 0 -2.92e-3 T 4 N7 0 0 -4.648e-2 _32._ 33 4 _.. 5 N8 7,599 -.004 -6.92e-3 N1 0 0 -1.403e-2 34 5 N2 2.392 0 -3.377e-3 35 5 N3 0 0 -1.498e-2 36 5 N4 2.392 -.005 -1.485e-3 37 5 N5 0 0 -1.547e-2 38 5 N6 2.392 -.004 -5.042e-4 39 5 N7 0 0 -1.489e-2 40 5 N8 2.392 -.003 -1.66e-3 41 6 N1 0 0 -1.085e-2 42 6 N2 1.928 -.002 -3.639e-3 43 6 N3 0 0 -1.187e-2 44 6 N4 1.928 -.008 -1.598e-3 45 6 N5 0 0 -1.272e-2 46 47 + 6 N6 1.928 -.007 1.134e-4 6 N7 0 0 -1.232e-2 48 6 N8 1.927 -.003 -6,885e-4 49 7 N1 0 0 -1.353e-2 50_ 7 51 7 N2 2.265 0 -2,71e-3 N3 0 0 -1.429e-2 52 7 N4 2.265 -.002 -1.192e-3 53 7 N5 0 0 -1.451e-2 54 7 N6 2.265 -.001 -7.538e-4 55 7 N7 0 0 -1.393e-2 56 7 N8 2.265 -.002 -1.917e-3 57 8 N1 0 0 -3.289e-2 58 1- 8 ._. 59 8 N2 5.505 0 _.___.... 6.585e-3_.__. -3.473e-2 N3 0 0 RISA-2D Version 13.0.0 [P:\19000\19150 Ryder Tukwila\Eng\Risa\Long Frame - Rev 01.r2d] Page 4 Company h1R!SA Designer Job Number TECHNOLOGIES Model Name : Oct 2, 2019 Checked By. Joint Deflections (Continued) LC Joint Label X n Y n Rotation Fra 60 N4 5.506 -.006 -2.896e-3 61 5 N5 0 J 0 -3.526e-2 62 8 N6 5.505 -.003 -1.833e-3 63 8 N7 0 0 -3.385e-2 64 N8 5.505 - 4 -4.661e-3 65 9 N1 0 0 -2.596e-2 66 4A22 -6.209e-3 67 _9N2 9 N3 0 0 -2.769e-2 68 9 N4 4.422 -.009 -2.729e-3 69 9 N5 0 1 0 -2.858e-2 70 9 N6 4.422 -.006 -9.51e-4 71 9 N7 0 0 -2.751e-2 72 73 9 10 N8 4.421 0 -.004 -3.092e-3 N1 0 - .144e-2 74 10 N2 5.222 .001 -5.756e-3 75 10 N3 0 0 - .305e-2 76 10 N4 5.222 -.003 -2.533e-3 77 10 N5 0 0 -3.33e-2 78 79 10 N6 5.222 0 -2.015e-3 10 N7 0 0 -3.193e-2 80 10 N8 5.221 -.003 -4.767e-3 81 11 N1 0 0 -1.017e-2 82 11 N2 1.68 0 -1.731e-3 83 11 N3 0 0 -1.066e-2 84 11 N4 1.68 0 -7.617e-4 85 11 N5 0 0 -1.068e-2 86 11 N6 1.68 0 -7.168e-4 -1.023e-2 87 11 N7 0 0 88 11 N8 1.66 0 -1.619e-3 Member Section Forces LC Member Label Sec Axial Shearfk Moment -ft 1 1 Mi 1 .993 I .56 0 2 2 .81 I .56 -2.659 3 3 .627 .56 -5.317 4 4 .443 .56 -7.976 5 5 .26 .56 -10.635 6 1 2 1 6.044 .707 0 7 8 9 2 3 5.861 .707 -3.36 5.677 .707 -6.719 4 5.494 .707 -10.079 10 5 5.311 .707 -13.439 11 1 1 M3 1 -.123 .26 -10.635 12 2 -.123 -.631 -9.761 13 3 -.123- . 23 -4.689 14 4 -.123 -2.415 4,58 15 5 -.123 -3.306 18.048 16 1 M4 1 4.264 .783 0 17 2 4.08 .783 -3.717 3.897 .783 -7.434 RISA-2D Version 13.0.0 [P:\ 19000\19150 Ryder TukwilalEnglRisa\ Long Frame - Rev 01.r2d] Page 5 Company hRIsADesigner Job Number TECHNOLOGIES Model Namo Oct 2, 2019 Checked By. Member Section Forces (Continued) LC Member Label Sec Shea k 19 4 3.714 1 .783 -11.151 20 5 3,531 .783 -14.868 21 1 M5 jJ 3.198 .692 0 22 2 3.014 .692 - .285 23 3 2.831 .692 -6.57 24 4 2.648 .692 - .855 25 5 1 2,465 .692 -13.14 26 1 M6 .195 2.005 4.609 27 2 .195 .821 -4.223 28 3 .195 -.362 -5.658 29 4 .195-1.546 .304 30 5 .195 -2.729 13.663 31 1 M7 1 .277 . 02 - .206 32 2 .277 -.015 -2.902 33 3 .277 -. 2 -1.077 34 4 .277 -1,648 4,271 5 5 .277 J -2.465 13.14 36 2 M1 1 -.071 .554 0 37 38 2 3 -.165 .554 -2.632 -.258 .554 -5.264 -.352 .554 -7.896 40 5 -.445 .554 -10.529 41 42 2 M2 1 3.033 .672 0 2 2.94 .672 -3.19 43 3 2.846 1 .672 -6.38 44 4 2.753 .672 -9.57 45 5 2.659 .672 - 2.76 46 2 M3 1 -.139 -.445 -10.529 47 2 -.139 -.83 -7.526 48 3 -.139 -1.215 -2.712 49 4 -.139 -1.599 3.913 50 5 -.139 -1.984 12.35 51 2 M4 1 1.466 .707 .707 0 -3.356 52 2 1.373 53 3 1.279 ;707 -6,712 54 4 1.186 .707 -10.068 55 5 1.092 .707 -13.424 56 2 M5 1 2.059 .617 0 57 2 1.965 .617 -2.932 58 59 3 1.872 .617 -5.864 4 1.778 .617 -8.795 60 5 1.685 .617 -11.727 61 M6 1 .139 ' .675 -.41 62 63 , 2 .139 .164 -3.034 3 .139 -. 6 -2.465 64 4 .139 -.857 1.294 65 5 .139 -1.365 5246 66 2 M7 1 .229 -.275 -5.178 67 2 .229 -.628 -3.231 68 69 70 3 .229 -.98 .235 4 .229 1 -1.332 5.222 5 .229 1 -1.685 11.727 RISA-2D Version 13,0.0 [P:\ 1 00\19150 Ryder Tukwila \Eng \Risa\Long Frame - Rev 01.r2d] Page 6 Company IbRlsA Designer Job Number TECHNOI.OGIEs Model Narne : Oct 2, 2019 Checked By. Member Section Forces (Continued) LC Member Label 5ec Arial Shea k Moment -ft 71 3 M1 1 -.469 1.379 0 72 2 -.652 1.379 -6.551 7 -.835 1.379 -13.102 74 4 -1.018 1.379 -19.653 75 5 -1.202 1.379 -26.205 76 3 M2 1 7.007 1.668 0 77 78 2 3 6.824 1.668 -7.922 6.641 1.668 -15.843 79 4 6.458 1 1.668 -23.765 80 5 6.275 1.668 -31.687 81 3 M3 1 -.455 -1.202 -26.205 82 2 -.455 -2.093 -18.448 84 4 -.455 -2,985 -6.494 t -.455 -3.876 9.658 85 5 -.455 -4.768 30.038 86 3 M4 1 3.1331.749 0 7 2 2.95 1.749 -8.31 88 3 2.767 1.749 -16.62 89 90 4 2.584 1.749 -24.93 2.4 1.749 - 3.24 1 92 3 M5 1 21 4.826 4.643 1.527 0 1.527 -7.255 93 3 4.46 1.527 -14.51 94 4 4.276 1.527 -21.764 95 5 4.093 1.527 -29,019 96 3 M6 1 .298 1.507 -1.679 7 98 2 .298 J .323 -7.398 3 .298 -.86 -5.721 99 4 .298 -2.044 3.353 100 5 .298 -3.227 19 824 101 3 M7 1 .477 -.827 -13.416 102 2 .477 -1.643 -8.09 103.477 -2.46 .758 104 4 .477 -3.277 13.128 105 5 .477 -4.093 29.019 106 4 M1 1 -1.431 1.317 0 107 2 -1.525 1 1.317 -6.254 108 3 -1.618 1.317 -12.508 109 4 -1.712 J 1.317 -18.762 110 5 -1.806 1.317 -25.017 111 4 M2 1 3.93 1.565 0 112 2 3.837 1.565 -7A35 113 3 3.743 1.565 -14.87 114 4 3.65 1.565 -22.305 115 5 3.556 1.565 -29.74 116 4 M3 1 -.431 -1.806 -25.017 117 2 -.431 -2.19 -15.61 118-.431 -2.575 -4,391 119 4 -.431 -2.96 8.638 120 5 -.431 -3.344 23.479 121 4 M4 1 .415 1.606 0 122 2 .321 1.606 -7.63 RISA-2D Version 13.0.0 [P:119000\19150 Ryder Tukwila1EngkRisa1 Long Frame - Rev 01.r2d] Page 7 Company kRIsADesigner Job Number : TECI1NOLOGIEs Model Na me : Oct 2, 2019 Checked By Member Section Forces (Continued) LC Member Label Sec AAal Shea k -ft 123 3 228 1.606 -15.259 124 4 .134 1.606 -22.889 125 5 .04 1.606 -30.519 126 4 M5 1 3.574 1.395 0 127 2 3.481 1.395 -6.626 128 3 3.387 1.395 -13.251 129 4 3.293 L 1.395- 9.877 130 5 3.2 1.395 -26.503 131 4 M6 1 .243 .212 -6.261 132 2 .243 -.299 -5.988 133 3 .243 -.81 -2.524 134 4 .243 - .32 4.132 135 5 .243 -1.831 13.979 136 4 M7 1 .419 -1.79 - 6.539 137 2 .419 -2.143 -8.058 138 3 .419 -2.495 .942 139 4 .419 -2. 47 13.463 140 5 .419 -3.2 26.503 141 5 Mi 1 .794 .376 0 142 2 .644 .376 -1.785 143.495 .376 -3.57 144 4 .346 .376 -5.355 145 5 .196 .376 -7.14 146 5 M2 1 4.243 .476 0 147 2 4.094 .476 -2.26 148 3 3.945 .476 ,52 149 4 3.795 .476 -6.779 150 5 3.646 .476 -9.039 151 5 M3 1 -.073 .196 -7.14 152 2 -.073 -.418 -6.619 153-.073 -1.031 -3.208 154 155 4 -.073 -1.645 3.094 5 -.073 -2.259 12 287 156 5 4 1 3.042 .527 0 157 2 2.893 .527 -2.506 158 3 2.743 .527 -5.011 159 4 2.594 .527 -7.517 160 5 2.445 .527 -10.022 162 M5 1 2.275 .466 0 2 2.126 .466 -2.215 163 3 1.977 j,, .466 -4.431 164 4 1.828 .466 -6.646 165 5 1.678 .466 -8.861 166,, 167 5 M6 1 2 .137 1.386 3.248 .137 .571 -2.871 168 3 .137 -.244 -3.895 169 4 .137 - .0 .173 170 5 .137 -1.873 9.336 171 5 M7 1 .192 .571 -.686 172 173 2 3 .192 .009 -1.937 .192 -.553 -.763 174 4 .192 1 -1.116 2.837 RISA-2D Version 13.0.0 [PA19000\ 19150 Ryder Tukwila \Eng\Risa\ Long Frame - Rev 01.r2d] Page 8 1 C,ompany !IRIS Job Number Designer TECHNOLOGIES Model Name : Oct 2, 2019 Checked By Member Section Forces (Continued) LC Member Label Sec A)dal Shea k Moment -ft 175 5 .192 -1.678 8.861 176 6 Mi 1 1.694.254 0 177 2 1.55 .254 -1.208 178 3 --' 1.405 .254 -2416 179 4 1.261 .254 -3.624 180 5 1.117 .254 -4.833 181 6 M2 1 6.682 .362 0 182 2 6.537 .362 -1.72 183 3 6.393 .362 -3.44 184 4 6.249 .362 -5.16 185 5 6.104 .362 -6.881 186 6 3 1 -.014 1.117 -4.833 187 2 -.014 .004 -7.472 168-.014 -1.108 -4.873 189 4 -.014 -2.221 2.964 1 0 5 -.014 -3.333 16.038 1 4 1 5. 5 .453 0 192 2 5.451 .453 -2.149 193 3 5.306 .453 -4.299 194 4 5.162 .453 -6.448 195 5 5.018 .453 -8.598 196 6 M5 2.771 .41 0 197 2 2.626 .41 -1.948 198 3 2.482 .41 -3.896 199 4 2.338 .41 -5.844 200 2.193 t .41 -7.792 201 6 M6 1 .174 2.771 9.157 202 2 .174 i___ 1.295 -3.549 203 3 .174 -.182 -7.025 204 4 .174 -1.659 -1.273 205 5 .174 -3.135 13.708 206 6 M7 1 .196 1.882 5.111 207 2 .196 .863 -.81 208 3 .196 -.155 -2.337 209 4 .196 -1.174 .53 210 5 .196 -2.193 7.792 2 1 7 Mi 1 -.077 .382 0 2 2 2 -.139 .382 -1.812 2 -.201 .382 -3.625 214 4 5 -.262 .382 -5.437 215 -.324 .382 -7.25 2 M2 1 2.015 .462 0 217 2 1.953 .462 -2.193 218 3 1.892 .462 -4.387 2 9 4 1.83 .462 -6.58 220 5 1.769 1 .462 -8.773 221 7 M3 1 -.09 -.324 -7.25 222 2 -.09 -.577 -5.131 223 -.09 -.829 -1.821 224 4 -.09 -1.082 2.68 225 5 -.09 -1.335 8.372 226 7 M4 1 .941 .485 0 RISA-2D Version 13.0.0 [R\1 00 Ryder Tukwila ng .isa\ Long Frame - Rev 01.r2d] Page 9 I IRIS TECHNOLOGIES Company Designer Job Number : Model Name : Oct 2, 2019 Checked By Member Section Forces (Continued) LC Member Label Sec AdaI Shea rfk Moment -ft 227 2I .879 .485 -2.303 228 3 .818 .485 -4.606 229 4 .756 .485 -6.909 230 5 .694 .485 -9.213 231 7 M5 1.388 .423 0 2 2 2 1. 27 .423 -2.011 233 3 1.265 .423 -4.022 234 4 1.203 .423 -6.033 2 5 5 1.142 .42 -8.045 236 7 M6 1 .097 .433 -.402 237 2 .097 .098 -2.061 ,--- 238 3 .097 -.238 -1.622 239 4 .097 -.574 .915 2401 .097 -.91 5.551 241 7 M7 1 .162 -.215 - .661 242 2 .162 -.447 -2.234 243 3 .162 -.679 .193 244 4 .162 -.91 3.619 245 5 .162 -1.142 8.045 246 8 M1 1 -.191 .928 0 247 2 -.34 .928 -4.406 248 3 - 489 .928 -8.812 249 4 -.6 9 .928 - 3.2 7 250 5 -.788 .928 -17.623 251 8 M2 1 4.892 1.122 0 252 2 4.742 1.122 -5.331 253 4.593 1.122 -10.663 254 4 4.444 1.122 -15.994 255 5 4.294 1.122 -21.326 256 8 M3 1 -.266 -.788 -17.623 257 2 -.266 -1.402 -12.468 25 3 -.266 -2.016 -4.423 259 4 5 -.266 -2.63 6.513 260 -.266 -3.243 20.339 261 M4 1 2.28 1.179 0 262 2 2.131 1.179 -5.598 263 3 1.982 1.179 -11.196 264 4 1.833 1.179 -16.794 265 5 1.683 1.179 -22.392 266 8 M5 1 3.372 1.029 0 267 2 3.222 1.029 -4.888 268 1 3 3.073 1.029 -9.776 269 4 2.924 1.029 -14.665 270 271 8 5 2.774 1.029 -19.553 M6 1 .217 1.051 -.987 272 2 .217 .236 -5.008 273 .217 -.579 -3.937 274 4 .217 -1.394 2.227 275 5 .217 -2.209 13.484 276 8 M7 1 .354 -.525 -8.908 277 2 3 .354 -1.088 -5.43 278 .354 -1.65 .473 RISA-2D Version 13.0.0 [P:\19000\19150 Ryder Tukwila \Eng\Risa\ Long Frame - Rev 01.r2d] Page 10 IIIR1S TECHNOLOGIES Model Name : Company Designer Job Number Oct 2, 2019 Checked By Member Section Forces (Continued) LC Member Label Sec Axial Shearfk Moment -ft 279 4 .354 -2.212 8.8 280 5 .354 -2.774 19.553 281 9 M1 1 .905 .696 0 282 2 .761 .696 -3.308 283 3 .617 .696 -6.615 284 4 .472 .696 -9.923 285 5 .328 .696 -13.231 286 9 M2 1 7.201 .88 0 287 2 7.057 .88 -4.181 288 3 6.913 .88 -8.361 289 4 6.768 .88 -12.542 290 5 6.624 .88 -16.723 291 9 M3 1 -.167 .328 -13.231 2 2 2 -.167 -.784 -12.157 293 3 -.167 -1.897 -5.846 294 4 -.167 -3.009 5.702 295 5 -.167 -4.121 22.488 296 9 M4 1 4.985 .974 0 297 I 298 I 2 3 4.841 .974 -4.627 4.697 .974 -9.253 299 4 4.552 .974 -13.88 .300 5 4.408 .974 -18.506 301 9 M5 1 3.649 .861 0 302 2 3.504 .861-4089 303 3 3.36 .861 -8.178 304 4 3.216 .861 -12.267 305 I 5 3.071 .861 -16.356 306 1 M6 1 .2 8 2.503 5.765 307 2 .238 1.026 -5,261 308 3 .238 -.451 -7.059 309 4 .238 -1.927 .372 310 5 .238 -3.404 17.031 311 312 9 M7 1 2 .339 1.004 -1.475 .339 -.015 -3.608 313 3 .339 -1.034 -1.347 314 4 .339 -2.053 5.307 315 5 .339 -3.071 16.356 316 10 M1 1 .906 0 317 2 .906 -4.301 318 3 -1.135 .906 -8.603 319 4 -1.197 .906 -12.904 320 5 -1.258 .906 -17.205 321 10 M2 1 2.632 1.076 0 322 2 2.57 1.076 -5.11 323 3 2.508 1.076 -10.22 324 4 2.447 1.076 -15.331 325 5 2.385 1.076 -20.441 326 10 M3 1 -.267 -1.258 -17.205 327 2 -.267 -1.511 -10.686 328 3 -.267 -1.764 -2.975 329 1 4 -2.017 5.926 QJ 5 -.267 -2.27 16.02 RISA-2D Version 13.0.0 [P:\19000\19150 Ryder TukwilaEng\Risa\ Long Frame - Rev 01.r2d] Page 11 Company Designer Job Number Model Name Oct 2, 2019 Checked By. Member Section Forces (Continued) LC Member Label Sec Axial Shea Momentlk-ft 331 10 M4 1 .218 1.103 0 332 2 .157 1.103 -5.24 333 334 3 .095 1.103 -10.479 4 .034 1.103 -15.719 335 5 -.028 1.103 -20.959 336 10 M5 1 2.429 i .958 0 337 2 2.368 .958 -4.549 338 3 2.306 ,958 -9.099 339 4 2.245 .958 -13.648 340 5 2.183 .958 -18.197 341 10 M6 1 .177 .115 -4.421 342 2 .177 -.221 -4.092 343 3 .177 -.557 -1.663 344 4 .177 -.892 2.865 345 5 .177 -1.228 9.492 346 10 M7 1 .317 -1.256 -11.467 347 ` 2 .317 -1.488 -5.55 348 3 .317 -1.72 1.366 349 4 .317 -1.951 9.282 350 5 .317 -2.183 18.197 351 11 M1 1 -.531 .298 0 352 2 -.531 .298 -1.414 353 3 -.531 .298 -2.828 354 4 -.531 ( .298 -4.242 355 5 -.531 i .298 -5.656 356 11 M2 1 .35 " .349 0 357 2 .35 .349 -1.657 358 3 .35 .349 -3.314 359 4 .35 .349 -4.971 360 5 .35 .349 -6.628 361 11 M3 1 -.077 -.531 -5.656 362 2 -.077 -.531 -3.156 363 3 -.077 -.531 -.656 364 4 -.077 -.531 1.844 365 5 -.077 -.531 4.344 366 11 M4 1 -.411 .351 0 367 . 2 -.411 .351 -1.668 368 3 -.411 1 .351 -3.337 369 4 -.411 .351 -5.005 370 + 371 11 5 -.411 .351 -6.673 M5 1 .591 .304 0 372 2 .591 .304 -1.442 373 374 375 3 .591 .304 -2.884 4 .591 .304 -4.326 5 .591 .304 -5.768 376 11 M6 1 .054 -.181 -2.284 377 2 .054 -.181 -1.153 378 1 3 .054 1 -.181 -.023 379 , 4 .054 -.181 1.108 380 1 11 5 .054 -.181 2.238 381 M7 1 .111 -.591 -4.435 382 2 .111 -.591 -1.884 RISA-20 Version 13.0.0 [P:\19000\19150 Ryder Tukwila\Eng\Risa\Long Frame - Rev 01.r2d] Page 12 1 iiRIS TECHNOLOGIES Model Name Company Designer Job Number Oct 2, 2019 Checked By Member Section Forces (Continued) LC Member Label Sec Pojal Shearik Moment -ft 383 3 .111 -.591 .666 384 4 .111 -.591 3.217 385 1 5 .111 -.591 5.768 .68k ~N 2 M3 .61k Loads: EL - Earthquake Load Results for LC 3, (1.2 + 0.2 SDS)DL + 3 (QE + 0.2 SL (omega = 3.0) Olk N4 43 SK-1 Oct 2, 2019 at 11:24 AM Moment Frame Transverse Direction Short Frame - Rev 01.r2d !IRIS - TECHNOLOGIES Model Name Oct 2, 2019 Checked By Hot Rolled Steel Section Sets Label [1 HSS 6x6x3/8 Columns 2 _I HSS 8x6x3/8 Beams Shape HSS6x6x6 HSS8x6x6 Joint Coordinates and Temperatures Type Design List Column SquareTu.. Beam Tube Material A500 Gr.B Rect A500 Gr.B Rect Design R... A lin21 1(90 27...1(0 180)... Typical 7.58 39.5 39.5 Typical 8.97 50.6 79.1 Label x Y 1 Ni 0 0 0 2 N2 0 19 0 3 N3 9 0 0 4 N4 9 19 0 Joint Boundary Conditions Joint Label 1 Ni 2 N3 X Kin] Reaction Reaction Y Rain) Reaction Reaction Rotatio of k-ft/radi Reaction Footing Joint Loads and Enforced Displacements (BLC 1 : EQ) 1 Joint Label L,D,M N2 L Direction Magnitudeffick-ft), (in,rad), (k*s^2/f... X .68 2 N4 L .61 Member Distributed Loads (BLC 2: DL) Member Label Company Designer Job Number : Direction Start Magnitude[k/ft,F] 1 M3 Y 1 -.028 End Magnitude[k/ft... Start Location[ft,%[ End Locationn%) Member Distributed Loads (BLC 3: SL) -.028 0 0 Member Label Direction Start Magnitudejk/ft,FI -05 End Magnitudelk/ft... Start Location ift,Vo] End Location[ft,°/1 -.05 0 0 M3 Load Combinations 1 2 3 4 5 6 7 8 9 10 11 Description Solve P... S... B... Fac..B... Fac..B... Fac..B... Fac..B... Fac..B... Fac..B... Fac..B... Fac... (1.2 + 0.2 SDS) DL + 1.3 QE + 0.2 SL (rh... Yes Y 2 1.2 2 19 1 1.3 3 .2 (0.9- 0.2 SDS) DL + 1.3 QE (rho = 1.3) Yes Y 12 .9 2 -.19 1 1.3 (1.2 + 0.2 SDS)DL + 3 (DE) +0.2 SL (om.- Yes Y 2 1.2 2 .19 1 3 3 .2 (0.9 - 0.2 SDS) DL + 3 QE (Omega = 3.0) Yes Y 1 2 .9 2 -.19 1 3 (1.0 + 0.14 SDS) DL +0.7 (1.3) QE (rho =.. Yes Y 2 1 2 .133 1 .91 (1.0 + 0.10 SDS) DL + 0.75 (0.7) (1.3) QE.. Yes Y 2 1 2 .095 1 .68 3 3 .75 (0.6 - 0.14 SDS) DL + 0.7 (1.3) QE (rho = .. Yes Y 2 .6 2 -.133 1 .91 (1.0 + 0.14 SDS)DL + 0.7 (3) QE (Omega.. Yes Y 2 1 2 .1133 1 2.1 (1.0 + 0.10 SDS) DL + 0.75 (0.7) (3) OE +.. Yes Y 2 1 2 . 5•• 3 .75 (1.0 + 0.14 SDS) DL + 0.7 (3) QE (Omega.. Yes Y 2 .6 2 -.133, 1 2,1 0.7 OE Yes Y 1 .7 RISA-2D Version 13.0.0 [P:\ 19000\19150 Ryder Tukwila\Eng\Risa\Short Frame - Rev 01.r2d] Page 1 Company DesJob ier nNumber TECHNOLOGIES Modal Name Oct 2, 2019 Checked By Joint Reactions LC Joint Label X Y MZ k-ft 1 1 N1 -1.331 -.95 1 .248 2 3 1 N3 -.346 3.266 0 1 Totals: -1.677 2.316 COG (ft): X:4.5 Y: 12.99 2 Ni5 -1. -1.525 13.195 6 7 2 2 N3 -.343 2.662 0 Totals: -1.677 1.137 3 COG (ft): X:4.5 Y: 12.747 Ni9 -3.16 -3.699 30.627 10 3 N3 -.71 6.0 6 0 11 3 Totals: -3.87 2.316 12 3 COG (4): X: 4.5 Y: 12.99 13 4 Ni -3.158 -4.259 30.474 14 4 N3 -.712 5.396 0 15 4 Totals: -3.87 1.137 16 4 COG (A): X: 4.5 Y: 12.747 17 5 Ni -.926 -.564 9.249 18 19 5 5 N3 -.248 2.379 1.815 0 Totals: -1.174 20 5 COG (ft): X: 4.5 Y: 12.747 21 6 N1 -.687 -.064 6.933 22 23 6 6 N3 -.194 2.155 0 Totals: -.881 2.091 24 6 COG (ft): X: 4.5 Y: 13.756 25 7 Ni - 928 -1.088 9.22 264 7 N3 -.246 1.836 0 27 Totals: -1.174 .748 28 7 COG (ft): X: 4.5 Y: 12.747 29 8 N1 -2.182 -2.484 21. 83 30 8 N3 -.527 4.299 0 31 8 Totals: -2.709 1.815 32 33 8 9 COG (ft): X: 4.5 Y: 12.747 Ni-1.62 -1.506 16.047 34 9 N3 -.412 3.597 0 35 9 Totals: -2.032 2.091 36 9 COG (ft): X: 4.5 Y: 13.756 37 10 Ni -2.181 -2.999 21.294 38 10 N3 -.528 3.747 0 39 40 10 10 Totals: -2.709 .748 COG (ft): X: 4. Y: 12.747 41 11 Ni -.713 -1.12 7.078 42 11 11 N3 -.19 1.12 0 43 Totals: -.903 0 1 44-11 COG (ft): NC NC Envelope Joint Reactions Joint Ni 2 max min X lki -.687 -3.16 LC 6 Y -.064 -4.259 LC 6 4 Moment k-ft 30.627 6.933 LC 3 6 RISA-2D Version 13.0.0 [P:\ 19000\19150 Ryder Tukwila \Eng \Risa\ Short Frame - Rev 01.r2d] Page 2 r M I MS T E C H N O L O G I E S Model Name Company Designer Job Number . Oct 2, 2019 Checked By Envelope Joint Reactions (Continued) Joint Xfk1 LC Y LC Moment rk-ft 3 N3 max -.19 11 6.016 3 0 1 4 min -.712 4 1.12 11 0 1 5 Totals: max -.881 6 2.316 3 6 min -3.87 4 0 11 Joint Deflections LC Joint Label X fin Yfin Ro 1 1 N1 0 0 0 2 1 N2 1.68 .002 -2.231e-3 3 1 N3 0 0 -1.095e-2 4 1 N4 1.68 -.004 -1,786e-4 5 2 N1 0 0 0 6 2 N2 1.666 .002 -2.129e-3 7 2 N3 0 0 -1.082e-2 8 2 N4 1.666 -.003 -2.641e-4 9 3 N1 0 0 0 10 3 N2 3.867 .005 -4.932e-3 11 3 N3 0 0 -2.51e-2 12 3 N4 3.867 -.007 -6.226e-4 13 4 N1 0 0 0 14 4 N2 3.841 006 -4,814e-3 15 4 N3 0 0 -2.489e-2 16 4 N4 3.841 -.007 -7.056e-4 17 5 N1 0 0 0 18 5 N2 1.173 .001 -1.563e-3 19 5 N3 0 0 -7.65e-3 20 5 N4 1.173 -.003 -1.198e-4 21 6 N1 0 0 0 22 6 N2 .887 0 -1.268e-3 23 6 N3 0 0 -5.827e-3 24 6 N4 .887 -.002 -1.077e-6 25 7 Ni 0 0 0 26 7 N2 1,164 .002 -1.485e-3 27 7 N3 0 0 -7.556e-3 28 7 N4 1.164 -.002 -1.875e-4 29 8 N1 0 0 0 30 8 N2 2.7 .004 -3.448e-3 31 8 N3 0 0 -1.753e-2 32 8 N4 2.7 -.005 -4.298e-4 33 9 N1 0 0 0 34 9 N2 2.034 .002 -2.684e-3 35 9 N3 0 0 -1.325e-2 36 9 N4 2.034 -.004 -2.34e-4 37 10 N1 0 0 0 38 10 N2 2.683 .004 -3.361e-3 39 10 N3 0 0 -1.739e-2 40 10 N4 2.684 -.005 -4.96e-4 41 11 N1 0 0 0 42 11 N2 .891 .001 -1.1 e-3 43 11 N3 0 0 -5.762e-3 RISA-2D Version 13.0.0 [P:\19000\19150 Ryder Tukwila \Eng\R:isa\Short Frame - Rev 01.2d] Page 3 Company : LIMA Designer Job Number TECHNOLOGIES Model Name Oct 2, 2019 Checked By Joint Deflections (Continued) LC Joint Label 11 J N4 Member Section Forces X Pnl .891 Y [in] -.001 Rotation ira -1.808e-4 LC Member Label Axial Shea rfk Mo men -ft M1 1 -.95 . 6 13.248 2 2 -1.133 .316 6.998 -1.316 1.316 .747 4 1 4 -1.499 1.316 -5.503 5 5 -1.682 1.316'J"'11.753 6 1 M2 1 3.266 .38 0 7 2 3.083 .38 -1.804 8 3 2.899 .38 -3.608 9 4 2.716 .38 -5.412 10 5 2.533 .38J -7,216 11 1 M3 1 -.447 -1.682 -11.753 12 13 2 -.447 -1.895 -7.729 3 -.447 ' -2.108 1 -2.32 -3.226 14 4 -.447 1.756 15 16 17 5 -.447 -1.525 -2.533 j 1.314 7.216 2 M1 1 13.195 -1.618 j,, 1.314 6.954 18 19 -1.712 J 1.314 .713 4 -1.805 1.314 -5.528 20 5 -1.899 1.314 -11.768 21 2 M2 1 2.662 .372 0 22 2 2.568 .372 -1.767 23 3 2.475 ' .372 -3.535 24 14 25 2.381 .372 -5.302 5 2.287 .372 -7.07 26 1 2 27 M3 1 -.45 -1.899 -11.768 2 -.45 -1.996 -7.387 28 3 -.45 -2.093 -2.787 29 4 -.45 -2.19 2.032 30 5 -.45 -2.287 7.07 31 3 M1 1 -3.699 3.05 30.627 32 2 -3.883 3.05 16.139 33 3 -4.066 3.05 1.652 34 4 -4.249 3.05 -12.836 35 5 -4.432 3.05 -27.323 36 37 38 3 M2 1 6.016 .863 0 2 5.833 ' .863 -4.099 3 5.649 .863 -8.198 39 4 5.466 .863-12.298 40 5 5.283 .863-16.397 41 3 M3 1 -1.12 -4.432 .6 -27.323 42 2 -1.12 -17.111 43 3 -1.12 -4.858 -6.421 44 4 -1.12 -5.071 4.749 45 5 -1.12 -5.283 16.397 46 4 M1 1 -4.259 3.038 30.474 RISA-2D Version 13.0.0 [P:119000\19150 Ryder Tukwila \Eng Risa\Short Frame - Rev 01.2d] Page 4 11.,0 IRIS TECHNOLOGIES Model Name : Company : Designer Job Number Oct 2, 2019 Checked By Member Section Forces (Continued) LC Member Label Sec Axial Shearfk Moment -ft 47 2 -4352 3()38 16043 48 3.038 1.612 49 3.038 -12.818 50 3.038 -27.249 51 4 M2 1 5.396 .853 0 52 2 5.302 .853 -4.049 53 3 5.209 .853 -8.099 54 4 5.115 .853 -12.148 55 56 57 5 5.022 .853-16.198 4 M3 .6 -27.249 2 -1.118 -4.73 -16.716 58 3 -1.118 -4.827 -5.963 59 -4.925 5.008 60 5 -1.118 -5.022 16.198 61 5 M1 1 .918 9.249 62 2 -.714 .918 4.886 63 3 -.863 .918 .524 64 4 -1.012 .918 -3.839 65 66 5 M2 5 -1.162 .918 -8.202 1 2.379 .265 0 67 2 2.23 .265 -1.261 68 3 2.08 .265 -2.522 69 4 1.931 .265 -3.783 70 5 1.782 .265 -5.044 71 5 M3 1 -.307 -1.162 -8.202 72 2 -.307 - . 7 -5.413 73 3 -.307 -1.472 -2.276 74 4 -.307 -1. 27 1.21 75 5 -.307 -1.782 5.044 76 6 M1 1 -.064 .685 6.933 77 2 -.208 .685 3.679 78 3 -.353 .685 .425 79 4 -.497 .685 -2.83 80 5 -.641 .685 -6.084 81 6 M2 1 2.155 .205 0 82 2 2.011 .205 -.976 83 3 1.867 .205 -1.951 84 4 1.722 .205 -2.927 85 5 1.578 .205 -3.902 86 6 M3 1 -.223 -.641 -6.084 87 2 -.223 -.875 -4.378 88 3 -.223 -1.11 -2.145 89 4 -.223 -1.344 .615 90 1 5 -.223 -1.578 3.902 91 7 M1 1 -1.088 .918 9.22 92 2 -1.15 .918 4.859 93 3 -1.211 .918 .497 94 4 -1.273 .918 -3.864 95 5 -1.335 .918 -8.226 96 7 M2 1 1.836 .26 0 97 2 1.775 .26 -1.234 98 3 1.713 .26 -2.468 RISA-2D Version 13.0.0 [PM 9000\19150 Ryder Tukwila \Eng \Rise\ Short Frame - Rev 01.r2d] Page 5 IRIS` - T E C H N O L O G I E S Model Name Company Designer Job Number . Oct 2, 2019 Checked By Member Section Forces (Continued) LC Member Label Sec Axial Shearfk Momentlk-ft 99 4 5 1.652 1.59 .26 -3.702 100 .26 -4.936 101 7 M3 1 -.309 -1.335 -8.226 102 2 -.309 -1.398 -5.151 103 3 -.309 -1.462 -1.932 104 4 -.309 -1.526 1.43 105 8 5 -.309 -1.59 4.936 106 M1 1 -2.484 2.129 21.383 107 2 -2.634 2.129 11.269 108 3 -2.783 2.129 1.155 109 4 -2.932 2.129 -8.959 110 5 -3.082 2.129 -19.073 111 8 M2 1 4.299 .603 0 112 2 4.15 .603 -2.864 113 3 4 .603 -5.727 114 4 3.851 .603 -8.591 115 5 3.702 .603 -11.454 116 8 M3 1 -.754 -3.082 -19.073 117 2 -.754 -3.237 -11.964 118 3 -.754 -3.392 -4.507 119 4 -.754 -3.547 3.299 120 5 -.754 -3.702 11.454 121 9 M1 1 -1.506 1.595 16.047 122 2 -1.65 1.595 8.473 123 3 -1.795 1.595 .899 124 4 -1.939 1.595 -6.675 125 5 -2.083 1.595 -14.249 126 9 M2 1 3.597 .459 0 127 2 3.453 .459 -2.179 128 3 3.309 .459 -4.359 129 4 3.165 .459 -6.538 130 131 9 5 3.02 .459 -8.717 M3 1 -.549 -2.083 -14.249 132 2 -.549 -2.318 -9.298 133 3 -.549 -2.552 -3.82 134 4 -.549 -2.786 2.185 135 5 -.549 -3.02 8.717 136 10 M1 1 -2.999 2.123 21.294 137 138 2 -3.06 2.123 11.21 3 -3.122 2.123 1.126 139 4 -3.183 2.123 -8.958 140 5 -3.245 2.123 -19.043 141 10 M2 1 3.747 595 0 142 2 3.685 .595 -2.828 143 3 3.624 .595 -5.657 144 4 3.562 .595 -8.485 145 5 3.501 .595 -11.314 146 10 M3 1 -.753 -3.245 -19.043 147 2 -.753 -3.309 -11.669 148 149 3 -.753 -3.373 -4.152 4 -.753 -3.437 3.509 150 5 -.753 -3.501 11.314 RISA-2D Version 13.0.0 [P:\19000\19150 Ryder Tukwila\Eng\Risa\Short Frame - Rev 01.r2d] Page 6 IRIS TECHNOLOGIES Company Designer : Job Number : Model Name Oct 2, 2019 Checked By Member Section Forces (Continued) LC Member Label Sec Axial Shearik Moment -ft 151 11 M1 1 -1.12 .706 7.078 152 2 -1.12 .706 3.723 153 3 -1.12 .706 .368 154 4 -1.12 .706 -2.986 155 5 -1.12 .706 -6.341 156 11 M2 1 1.12 .197 0 157 2 1.12 .197 -.935 3 1.12158 .197 -1.869 159 4 1.12 .197 -2.804 160 5 1.12 .197 -3.739 161 11 M3 1 -.237 -1.12 -6.341 162 2 -.237 -1.12 -3.821 163 3 -.237 -1.12 -1.301 164 4 -.237 -1.12 1.219 165 , 5 -.237 1 -1.12 3.739 Envelope Member Section Forces Member Sec Axial LC Shea k LC Moment -ft LC 1 M1 1 max -.064 6 3.05 3 30.627 2 min -4.259 4 .685 6 6.933 6 3 2 max -.208 6 3.05 3 16.139 3 4 min -4.352 4 .685 6 3.679 6 5 3 max -.353 6 3.05 3 1.652 7 min -4.446 4 .685 6 .368 11 4 max -.497 6 3.05 3 -2,83 8 min -4.539 4 .685 6 -12.836 9 5 max -.641 6 3.05 3 -6.084 6 10 min -4.633 4 .685 6 -27.323 11 M2 1 max 6.016 3 .863 3 0 1 12 min 1.12 11 .197 11 0 13 2 max 5.833 3 .863 3 -.935 11 14 min 1.12 11 .197 11 -4.099 3 15 3 max 5.649 3 .863 3 -1,869 11 16 min 1.12 11 .197 11 -8.198 3 17 4 max 5.4 .863 3 -2.804 11 iaJ 19 min 1.12 11 .197 11 -12.298 3 J 5 max 5.283 3 .863 3 -3.739 11 20 min 1.12 11 .197 11 -16.397 21 J M3 1 max -.223 6 -.641 6 -6.084 22 1 min -1.12 3 -4.633 4 -27.323 3 2 2 max -.223 6 -.875 6 -3.821 11 2jJ 25 min -1.12 3 -4.73 4 -17.111 3 max -.223 6 - . -1.301 11 26 min -1.12 -4.858 -6.421 3 27 4 max -.223 6 -1.12 11 5.008 4 28 min -1.12 3 -5.071 3 .615 6 29 5 max -.223 6 -1.12 11 16.397 3 30 min -1.12 3 -5.283 3 3.739 11 RISA-2D Version 13.0.0 [P:\ 19000\19150 Ryder Tukwila \Eng .isa\Short Frame - Rev 01.r2d] Page 7 13228 NE 20th St, Suite 100, Bellevue, WA 98005 Phone (425) 614-0949 Fax (425) 614-0950 STRUCTURAL CALCULATIONS FO Ryder Tukwila - Canopy 17850 West Valley Hwy, Tukwila, WA 9818 Client: REVIEWED FOR CODE COMPLIANCE APPROVED FEB 25 2020 City of Tukwila BUILDING DIVISION FILE Jackson Main Architecture 311 First Ave. S Seattle, WA 98104 By Solomon A. Haile, P.E. Brian Unsderfer, S.E., SECB Alex Habliston, S.E. RECEIVED CITY OF TUKWILA DEC 1 3 2019 PERMIT CENTER O39 3 AUE No. 19150 Date: 10/1/2019 DEC 1 2019 Design Criteria Code Summary Building Code: 2015 International Building Code Supplemental Code: 2010 ASCE 7 Risk Category: II Standard -Occupancy Building Seismic Loading: Ss: 1.4260 Sds: 0.9507 Is: 1.00 Site Class: F Si: 0.5310 Sal: 0.5310 R: 3.50 Seismic Design Category: D Cs: 0.2716 Wind Loading: V3s: 110 mph Exposure Category: C Risk Category: II Kzt: 1.00 Design Loads Dead Loads: Roof: 3" deck 2.5 psf Roofing: 3.0 psf Steel Framing: 7.2 psf Misc.: 1.3 psf Total 14.0 psf ISnow Load: Roof: 25.0 psf I ind Load (ASD) I Client: Jackson Main Architecture Job No.: 19150 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 ---- i Project: Ryder Tukwila - Canopy Pg. No: DC 1 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 AVEAUE Roof WL (uplift) Roof WL (down) -20.4 psf 19.2 psf Page 1 of 28 A IBC Seismic Main Seismic Force Resisting Systems IBC 2015 Risk Category: II Standard -Occupancy Building Ss= 1.426 S 1= 0.5314 Ie = 1.00 Site Class =F tut = 19 ft Ct = 0.02 SDC: D Fa = 1.00 Sms = 1.426 Fv = 1.50 Sm1 = 0.797 Sds= 0.951 Sd1= 0.531 Zipcode: 98188 Use User Input Seismic Variables from USGS Max Loc Ss = 1.5023 47.47,-122.31 Si = 0.5629 47.47,-122.31 PGA= 0.6232 47.47,-122.31 Min Loc Ss = 1.4255 47.44,-122.25 Si = 0.5313 47.44,-122.25 PGA = 0.5850 47.44,-122.25 Seismic Variables from User Input Max Ss = 1.426 Si = 0.531 See ASCE 12.8 Equiv. Lateral Force Procedure C4. Steel Ordinary Moment Frames R = 3.5 LI° = 3.0 Cd = 3.0 Cs = 0.272 T =- Cs max = 0.834 Cs min 0.182 Seconds 0.010 SI < 0.6 Cs min = Not Applicable SI >= 0.6 C s min 0.010 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: MSFRS 1 Address: 17850 West Valley Hwy, Tulcwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 2 of 28 IBC Seismic Vertical Shear Distribution of Seismic Forces Level Roof Walls Misc. Weight (lb) Total Weight (lb) Elevation (ft) Mass Irregularity Area (ft^2) Weight (psf) Total L (ft) Trib Ht (ftL Weight (psf) 1 0 0 0.00 9.50 0 0 0 0.0 N/A 2 934 14 0.00 9.50 0 0 13,073 19.0 N/A 3 0 0 0.00 0.00 0 0 0 0.0 N/A 4 0 0 0.00 0.00 0 0 0 0.0 N/A 5 0 0 0.00 0.00 0 0 0 0.0 N/A 6 0 0 0.00 0.00 0 0 0 0.0 N/A 7 0 0 0.00 0.00 0 0 0 0.0 N/A 8 0 0 0.00 0.00 0 0 0 0.0 N/A 9 0 0 0.00 0.00 0 0 0 0.0 N/A 10 0 0 0.00 0.00 0 0 0 0.0 N/A - Note. Tributary Weights on Level 1 are ignored because level 1 is considered to be Grade Level Base Shear: V = 3.55 k Base Shear: V = 2.54 k LRFD ASD Level hAx wh^x Cvx Fx (k) (LRFD) 1 0 0 0.000 0.00 2 19 248,378 1.000 3.55 3 0 0 0.000 0.00 4 0 0 0.000 0.00 5 0 0 0.000 0.00 6 0 0 0.000 0.00 7 0 0 0.000 0.00 8 0 0 0.000 0.00 9 0 0 0.000 0.00 10 0 0 0.000 0.00 Total: 248,378 1.000 3.55 13228 NE 20th St, Suite 100, Belle WA 980051 (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: MSFRS 2 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 3 of 28 Wind Loads - Main Wind Force Resisting System Environmental Criteria & Site Characteristics Risk Category: 11 Table 1.5-1 Basic Wind Speed: 110 Section 26.5.1 Exposure Category: C Section 26.7.3 Hurricane Prone: No Wind Load Parameters Direction of Wind Wind Directionality Factor, I,: 0.85 Table 26.6-1 Gust Effect Factor, G: 0.85 Section 26.9 t H/2 H/2 Terrain Type: Flat Terrain Direction: Downwind of Crest r Lh upwind of crest Pos. downwind of crest Pos. Ln: 0.00 ft Dist Upwind of Crest to Half Ht of Hill or Escarp. H: 0.00 ft Ht of Hill or Excarp. Relative to the upwind terrain x: 0.00 ft Dist. (Upwind or Downwind) from the crest to the building site z: 19.00 ft Ht above Local Ground Level h: 19.00 ft Mean Ht above Local Ground Level KA: 0.89 1.00 Equation 26.8-1 1.00 *User Input based on local jurisdiction criteria 9z� 23.5 psf 4n: 23.5 psf Eq. 27.3-1 Eq. 27.3-1 13228 NE 20th St, Suite 100, Bellevue, WA 98005 i (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: MWFRS 1 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 4 of 28 Wind Loads - Main Force Resisting System Building Characteristics Building Type: Open Buildings Length: 68.00 ft Longer Dimension Width: 14.25 ft Shorter Dimension Mean Height: 19.00 ft Roof Area: 969.00 sq ft GCpi: 0 Table 26.11-1 0 Table 26.11-1 Wind Direction X Roof Angle: 0-10 L/B: 4.77 td Cp Use w/ Windward Wall: 0.8 qz Leeward Wall: -0.20 qh Side Wall: -0.70 qh Figure 27.4-1 Windward Roof: C Use w/ Normal to Ridge for © >= 10 Degrees N/A N/A qh Leeward Roof Cp Use w/ Normal to Ridge for © >= 10 Degrees N/A qh Distance From Use w/ qh Flat Roof or Windward Parallel to Ridge Edge Cp Normal to ridge for 0 to h/2 -0.90 -0.18 ©< 10 Degrees or h/2 to h -0.90 -0.18 Parallel to ridge for h to 2h -0.50 -0.18 all 0 >2h -0.30 -0.18 Wind Dir. Y Length u 4< ♦ Wind Dir. X Width Wind Direction Y Roof Angle: 0-10 LB: 0.21 (Width/Length) Cp Use w/ Windward Wall: 0.8 qz Leeward Wall: -0.50 qh Side Wall: -0.70 qh Figure 27.4-1 Windward Roof: Cp Use w/ Normal to Ridge for 0 >= 10 Degrees N/A N/A qh Leeward Roof Cp Use w/ Normal to Ridge for © >= 10 Degrees N/A qh Flat Roof or Distance From Use w/ qh Parallel to Ridge Windward Edge Cp Normal to ridge for 0 to h/2 -1.04 -0.18 0 < 10 Degrees or h/2 to h -0.70 -0.18 Parallel to ridge for h to 2h -0.70 -0.18 all © >2h -0.70 -0.18 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 eject: Ryder Tukwila - Canopy Address: 17850 West Valley Hwy, Tukwila, WA 98188 Client: Jackson Main Architecture Pg. No: MWFRS 2 Date: 10/1/19 Job No.: 19150 Page 5 of 28 Wind Loads - Main Force Resisting System ASCE 7-10 Chapter 27, Directional Procedure Wind Pressure Calculations Zg: 900 a: 9.50 Wind Pressure on Walls Wind Direction X GCp: 0.68 GCp,: 0 or 0 Px Leeward: -4.0 psf Internal P.: 0.0 psf 0.0 psf LRFD Wind Pressure on Walls Wind Direction Y Ht (ft) Kz Px (psf) P (psf) P (psf) 0 0.85 15.20 19.19 11.52 5 0.85 15.20 19.19 11.52 15 0.85 15.20 19.19 11.52 25 0.95 16.92 20.92 GCp: 0.68 GCpi: 0 or 0 or P‘ Leeward: Pxi : -10.0 psf 0.0 psf 0.0 psf .RFD Ht (ft) Kz Px (psf) P (psf) P (psf) 0 0.85 15.20 25.18 15.11 5 0.85 15.20 25.18 15.11 15 0.85 15.20 25.18 15.11 Note: This building is fully open and has no walls, so no wall wind load on the building. 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: MWFRS 3 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 6 of 28 Wind Pressure on Roofs (X-X) Wind Pressure on Roofs (Y-Y) Windward Forces: (LRFD) Location: Cp 0 to h/2 -0.9 or -0.18 h/2 to b -0.9 or -0.18 h to 2h -0.5 or -0.18 >2h -0.3 or -0.18 Location: P (psf) 0 to h/2 -18.0 or h/2 to h -18.0 or h to 2h -10.0 or >2h -6.0 or -3.6 -3.6 -3.6 -3.6 Leeward Forces: (LRFD) Cp N/A P (psf) N/A Forces Parallel to Ridge: (LRFD) Location: Cp 0 to h/2 -0.9 or -0.18 h/2 to h -0.9 or -0.18 h to 2h -0.5 or -0.18 >2h -0.3 or -0.18 Location: P (psf) 0 to h/2 -18.0 or h/2 to h -18.0 or h to 2h -10.0 or >2h -6.0 or -3.6 -3.6 -3.6 -3.6 Windward Forces: (ASD) (0.6WL) Location: P (psf) h/2 to h b to 2h >2h 0 -10.8 or -10.8 or -6.0 or -3.6 or -2.2 -2.2 -2.2 -2.2 Leeward Forces: (ASD) (0.6WL) P (psf) 0.0 Forces Parallel to Ridge: (ASD) (0.6WL) Location: P (psf) 0 to h/2 h/2 to h h to 2h >2h -10.8 or -10.8 or -6.0 or -3.6 or -2.2 -2.2 -2.2 -2.2 Windward Forces: (LRFD) Location: Cp 0 to h/2 -1.04 or -0.18 h/2 to h -0.7 or -0.18 h to 2h -0.7 or -0.18 >2h -0.7 or -0.18 Location: P (pst) 0 to h/2 -20.8 or h/2 to h -14.0 or h to 2h -14.0 or >2h -14.0 or -3.6 -3.6 -3.6 -3.6 Leeward Forces: (LRFD) Cp N/A P (psf) N/A Forces Parallel to Ridge: (LRFD) Location: Cp 0 to h/2 -1.04 or -0.18 h/2 to h -0.7 or -0.18 h to 211 -0.7 or -0.18 >2h -0.7 or -0.18 Location: P (psf) 0 to h/2 -20.8 or h/2 to h -14.0 or bto2h -14.0 or >2h -14.0 or -3.6 - 3.6 -3.6 - 3.6 Windward Forces: (ASD) (0.,6WL) Location: P'(psf) h/2 to h b to 2h >2h 0 -12.5 or -8.4 or -8.4 or -8.4 or -2.2 -2.2 -2.2 -2.2 Leeward Forces: (ASD) (0.6WL) P (pst) 0.0 Forces Parallel to Ridge: (ASD) (0.6WL) Location: P (psf) 0 to h/2 h/2 to h h to 2h >2h -12.5 or -8.4 or -8.4 of -8.4 or -2.2 -2.2 -2.2 -2.2 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: ' Ryder Tukwila - Canopy Address: 17850 West Valley Hwy, Tukwila, WA 98188 Client: Jackson Main Architecture Pg. No: MWFRS 4 Date: 10/ 1 / 19 Job No.: 19150 Page 7of28 Wind Loads - Components and Cladding, Roofs Design Criteria Risk Category: II Basic Wind Speed: 110 mph Exposure Category: C Hurricane Prone: No - Building Type: Open Buildings Length: 68.00 ft Longer Dimension Width: 14.25 ft Shorter Dimension Height: 19.00 ft Component Exp. Category: C -►I a a L. a= 3 ft. Wind Load Calculation - Flat, Gable or Hip Roofs h/L = 1.333 > 0.25 Wind Directionality Factor, Kd: 0.85 Table 26.6-1 Gust Effect Factor, G: 0.85 Section 26.9 Roof Angle: Zg: 900 a: 9.50 ft Kz: 0.89 Kzt: 1.00 qh: 23.49 psf E < = 7° Gcpi: 0 0 Zone 5 Extent: 3.00 Parapet Height Above Deck: Roof External Pressure Coefficients (Mono -slopped Building) 0.00 ft for Roof Angle of 7.5 deg. Max. Area (ft^2) Location <= a2 > a2, <= 4a2 > 4a2 3 3.2 2.4 1.6 3 -4.2 -2.1 -1.4 CN 2 2.4 2.4 1.6 Clear W-Flow 2 -2.1 -2.1 -1.4 1 1.6 1.6 1.6 1 -1.4 -1.4 -1.4 3 1.2 1.2 0.8 3 -2.6 -2.6 -1.7 CN 2 1.2 1.2 0.8 Obs. W-Flow 2 -2.6 -2.6 -1.7 1 0.8 0.8 0.8 1 -1.7 -1.7 -1.7 228 NE 20th St, Suite 100, Bellevue, WA 98005 (425) 614-0949 For this project: Effective wind area: 1541 sq. ft. a2: 9 sq. ft. 4a2: 36 sq. ft. Project: Ryder Tukwila - Canopy Pg. No: CCRoof 1 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 8 of 28 Wind Loads - Components and Cladding, Roofs Roof Wind Loads 1.OW Per ASCE 7 LRFD Load Cases Area (f1^2) Location <= a2 > a2, <= 4a2 > 4a2 3 63.9 47.9 3 L9 3 -83.9 -41.9 -28.0 CN 2 47.9 47.9 31.9 Clear W-Flow 2 -41.9 -41.9 -28.0 1 31.9 31.9 31.9 1 -28.0 -28.0 -28.0 3 24.0 24.0 16.0 3 -51.9 -51.9 -33.9 CN 2 24.0 24.0 16.0 Obs. W-Flow 2 -51.9 -51.9 -33.9 1 16.0 16.0 16.0 1 -33.9 -33.9 -33.9 0.6W Per ASCE 7 ASD Load Cases Area (11^2) Location <= a2 > a2, <= 4a2 > 4a2 3 38.3 28,8 19.2 3 -50.3 -25,2 -16.8 CN 2 28.8 28.8 19.2 Clear W-Flow 2 -25.2 -25.2 -16.8 1 19.2 19,2 19.2 1 -16.8 -16.8 -16.8 3 14.4 14.4 9.6 3 -31.1 -31.1 -20.4 CN 2 14.4 14.4 9.6 Obs. W-Flow 2 -31.1 -31.1 -20.4 1 9.6 9.6 9.6 1 -20.4 -20.4 -20.4 AU 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 ASD Design uphfi pressure: -20.4 psf Design Downward pressure: 19.2 psf Project: Ryder Tukwila - Canopy Pg. No: CCRoof 2 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 9 of 28 Canopy Framing Design Design loads: Roof DL: 14 psf Roof SL: 25 psf Roof WL (up): -20.37 psf (ASD) Roof WL (Down): 19.17 psf (ASD) Seismic Lateral: 2.54 kip (ASD) Ordinary Moment Frame (in blue) ma ‘.4.1 1111.1. - - - - - "11111. - - I . .,.. RR 15111 in UM Offlamer 0/111‘," ii t C2 as %V 81 - Cont. bea C C t 111 ' I C5 A CB rt, •C7 ot - 82 - Cont. beam V../ n. . nt7 Ri - W., 1 N, ....... Gravity Analys's: Load Combination: LC 1. DL + SL LC 2. DL + 0.75 (0.6 WL (up)) + 0.75 SL LC 3. DL + 0.75 (0.6 WL (down)) + 0.75 SL LC 4. 0.6 DL + 0.6 WL (up) LC 5. 0.6 DL + 0.6 WL (down) Note: Framing along the blue line is the LFRS Column Trib Area, sq. ft. LC 1, lbs LC 2, lbs LC 3, lbs LC 4, lbs LC 5, lbs CI 85.2 3324.3 1489.5 4017.1 -1020.1 2350.0 C2 178.8 6974.5 3125.1 8427.8 -2140,1 4930.2 C3 155.2 6053.7 2712.5 7315.1 -1857.5 4279.3 C4 69.7 2717.0 1217.4 3283.2 -833.7 1920.6 C5 81.1 3163.3 1417.4 3822.5 -970.6 2236.1 C6 160.3 6253.0 2801.8 7556.0 -1918.7 4420.2 C7 141.1 5503.3 2465.9 6650.1 -1688.7 3890.3 C8 63.3 2470.0 1106.7 2984.7 -757.9 1746.0 Max. 6974.5 3125.1 8427.8 -757.9 4930.2 Min. 2470.0 1106.7 2984.7 -2140.1 1746.0 13228 NE 20th St, Suite 100, Bellevue, WA 980051(425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: Canopy 1 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.; 19150 Page 10 of 28 Roof wt. without beams weight: 6.8 psf Distributed loads: Beams Trial Size self wt., plf Trill Width, ft. LC 1, plf LC 2, plf LC 3, plf LC 4, plf LC 5, plf 131 HSS8X6X3/8 32.51 5.9 219.3 92.9 267.1 -76.2 156.1 B2 HSS8X6X3/8 32.51 5.5 207.4 89.0 252.1 -70.1 147.4 B3 HSS6X6XI/4 18.99 1.4 62.7 33.1 73.9 -11.0 43.4 B4 HSS6X6X1/4 18.99 1.0 50.8 29.3 58.9 -4.9 34.6 B5 HSS6X6X1/4 18.99 1.0 50.8 29.3 58.9 -4.9 34.6 B6 HSS6X6X1/4 18.99 0.5 34.9 24.1 38.9 3.2 23.0 B7 HSS8X6X3/8 32.51 2.0 96.1 53.1 112.4 -13.1 66.0 B8 HSS8X6X3/8 32.51 2.0 96.1 53.1 112.4 -13.1 66.0 B9 HSS8X6X3/8 32.51 2.0 96.1 53.1 112.4 -13.1 66.0 BIO HSS8X6X3/8 32.51 1.5 80.2 47.9 92.4 -4.9 54.4 B11 HSS6X6X1/4 18.99 2.0 82.6 39.5 98.8 -21.2 57.9 B12 HSS6X6X1/4 18.99 2.0 82.6 39.5 98.8 -21.2 57.9 B13 HSS6X6X 1 /4 18.99 2.0 82.6 39.5 98.8 -21.2 57.9 B14 HSS6X6X1/4 18.99 1.5 66.7 34.4 78.9 -13.0 46.3 B15 HSS6X6X1/4 18.99 2.0 82.6 39.5 98.8 -21.2 57.9 B16 HSS6X6X1/4 18.99 2,0 82.6 39.5 98.8 -21.2 57.9 B17 HSS6X6X1/4 18.99 2.0 82.6 39.5 98.8 -21.2 57.9 B18 HSS6X6X1/4 18.99 2.0 82.6 39.5 98.8 -21.2 57.9 Point loads on beams Beams Trial Size LC 1, lbs LC 2, lbs LC 3, lbs LC 4, lbs LC 5, lbs BI L side HSS8X6X3/8 378.3 217.9 438.8 -36.5 258.0 BI_R side HSS8X6X3/8 259.8 179.7 290.1 24.2 171.4 B2_L side HSS6X6X1/4 320.1 184.4 371.3 -30.8 218.3 B2 R side HSS6X6X1/4 219.9 152.0 245.5 20.5 145.1 B11 HSS6X6XI/4 935.4 494.0 1102.1 -164.1 646.8 B12 HSS6X6X1/4 1374.4 725.8 1619.3 -241.1 950.3 B13 HSS8X6X3/8 1324.8 699.5 1560.8 -232.4 916.0 B14 HSS8X6X3/8 598.4 316,0 705.0 -105.0 413.7 B15 HSS8X6X3/8 757.6 436.5 878.8 -73.0 516.7 B16 HSS8X6X3/8 1113.1 641,3 1291.2 -107.3 759.2 B17 HSS6X6X1/4 1072.9 618.1 1244.5 -103.4 731.8 B18 HSS6X6X1/4 484.6 279.2 562.1 -46.7 330.5 13228 NE 20th St, Suite 100, Bellevue, WA 98001.1(425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: Canopy 2 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 11 of 28 Max. mom. & shear on beams: Beams Trial Size Max. V, k Max. Mom, k-ft B1 HSS8X6X3/8 3.34 20.87 B2 HSS8X6X3/8 3.15 19.70 B3 HSS6X6X1/4 0.92 5.77 B4 HSS6X6X1/4 0.74 4.60 B5 HSS6X6X1/4 0.28 0.43 B6 HSS6X6X1/4 0.18 0.50 B7 HSS8X6X3/8 0.51 1.14 B8 HSS8X6X3/8 0.51 1.14 B9 HSS8X6X3/8 0.51 1.14 B10 HSS8X6X3/8 0.42 0.94 B11 HSS6X6X1/4 1.37 3.40 B12 HSS6X6X1/4 1.89 4.83 B13 HSS6X6X1/4 1.83 4.67 B14 HSS6X6X1/4 0.92 2.24 B15 HSS6X6X1/4 1.08 1.96 B16 HSS6X6X1/4 1.49 2.78 B17 HSS6X6X1/4 1.44 2.69 B18 HSS6X6X1/4 0.76 1.32 Design mom. & Shear; Beams Max. V, k Max. Mom, k-ft HSS6X6X1/4 1.89 5.77 -> Beam B12: max. span = 2.8 ft. HSS8X6X3/8 3.34 20.87 -> Beam Bl: max. span = 25.0 11. 13228 20 h St, Suite 100, Bellevue, WA 9 OOL (425) 6 4-0949 oject: Ryder Tukwila - Canopy Pg. No: Canopy 3 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 12 of 28 HSS6X6X1/4 Analysis Max Shear & Moment M max = 5772.3 lb-ft V max = 1891 lb Try HSS6X6X1/4 Span = 2.75 ft F = 46 ksi Flange is: Compact E = 29000 ksi Web is: Compact Beam Depth = 6 in Ix = 28.6 Flange Width = 6 in Iy = 28.6 Thick 0.25 in Sx = 9.54 Bf/Tf = 22.8 Sy = 9.54 H/Tw= 22.8 Zx = 11.2 Iy = 28.6 in^4 Zy = 11.2 J = 45.6 in^4 Cb = 1 k, = 5 Wn = 1.67 C„ = 1.000 Wv = 1.50 in^4 in^4 in^3 in^3 in^3 in^3 X-X be = NA Se = NA Mp = 515.20 k-in Mn NC = N.A. k-in Mn Nc w = N.A. k-in Y-Y be = NA Se = NA Mp = 515.20 k-in Mn NC = N.A. k-in Mn Nc w = N.A. k-in Mnx = 515.20 k-in Mny = 515.20 k-in Shear Cap. = 55.00 k > 1.89 k OK by 96.6 % Moment Cap. = 25.71 k-ft > 5.77 k-ft OK by 77.5 % Deflection, DLL = 0.00074 in ----> L / 44312 < L/ 360 OK Deflection, Dm = 0.025 in ----> L / 1327 < L/ 240 OK USE HSS6X6X1/4 or L GER HSS8X6X3/8 Analysis Max Shear & Moment M max = 20865.5 lb-ft Max.w_SL: 146.9 plf V max = 3338 lb Max.w_TL: 267.1 plf Try HSS8X6X3/8 Span = 25.00 ft Fr = 46 ksi Flange is: Compact E = 29000 ksi Web is: Compact Beam Depth = 8 in Ix = 79.1 in^4 X-X Y-Y Flange Width = 6 in Iy = 50.6 in^4 be = NA be = NA Thick 0.375 in Sx = 19.8 in^3 Se = NA Se = NA Bf/Tf = 14.2 Sy = 16.9 in^3 Mp = 1108.60 k-in Mp = 910.80 k-in H/Tw= 19.9 Zx = 24.1 in^3 Mn NC = N.A. k-in Mn NC = N.A. k-in Iy = 50.6 in^4 Zy = 19.8 in^3 Mn NC w = N.A. k-in Mn Nc w = N.A. k-in J = 100 in^4 Cb = 1 k,, = 5 WB = 1.67 Mnx = 1108.60 k-in Mny = 910.80 k-in C, = 1.000 Wv = 1.50 Shear Cap. = 110.00 k > 3.34 k OK by 97 % Moment Cap. = 55.32 k-ft > 20.87 k-ft OK by 62.3 % Deflection, DL,L, = 0.5628 in ----> L / 533 < L/ 360 OK Deflection, Dm = 1.023 in L / 293 < L/ 240 OK [ USE HSS8X6X3/8 or LARGER AUE 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: Canopy 4 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 13 of 28 Check Deflection of HSS 8x6x3/8 Cantilever beam Max.w_TL: 267.1 plf Point load_TL: 438.8 lbs Span: 5.5 ft. Deflection, Dm = 1.537 in ----> L / 864 < L/ 240 OK ![ USE HSS8X6X3/8 or LARGER Lateral Analysis: MCI WC TIP Ordinary Moment Frame (in blue) `kr - - - - a B, S.au. b8m 11 1 I 1 1 6+ V, 1 m not RAN m enw � rn V. CO " m -}� - - ►� C2 BI - Cont. beam IRkMY C3 , !' E . „, mA m 'L„ C5 ma o f-> C6 mnL ealnY mnwagm II1 I • C E 2i �— Im .„. . ii imiµ m B2 - Cont. beam . iwnnam n _m mw ��- fa• 7.4: "- P.= —84 Gonf.be3 1 j i iz�. Lateral Load: Total lateral load: 2.54 k (ASD) Lateral load at ea. col. Column Trib Area, sq. ft. DL, lbs Lat. Load, k (LRFD) Lat. Load, k (ASD) Cl 85.2 1193.4 0..324 0.232 C2 178.8 2503.7 0.680 0.486 C3 155.2 2173.1 0.590 0.422 C4 69.7 975.3 0.265 0.189 C5 81.1 1135.6 0.308 0.220 C6 160.3 2244.7 0.610 0.435 C7 141.1 1975.6 0.537 0.383 C8 63.3 886.7 0.241 0.172 Tot: 3.55 2.54 au 13228 NE 20th St, Suite 100, Bellevue, WA 9800J (425) 614-0949 Controls Design (Worst Case) Project: Ryder Tukwila - Canopy Pg. No: Canopy 5 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson. Main Architecture Job No.: 19150 Page 14 of 28 Frame along columns CI thru C4 Wesign for the worst case) 324k 613 68k OW N2 59k N4 M7 265k ik• N9 ,443 Z445 ZN7 Check Frame Deflection: Mean height of columns, h: 19 ft. Allowable story drift: 0.025 h * Per table 12.12-1 of ASCE 7 Allowable story drift: 5.70 in. Max. deflection from analysis: 1.68 in. * Due to seismic loads Cd: 3 le: 1 Deflection: 5.040 in. O.K. Check Col.: Load Combinations used for analysis: (1,0 + 0.14 SOS) DL + 0.7 (3)0E (Omega = 3) (1.0 + 0.10 SOS) DL + 0.75 (0.7)(3)0E + 0.75 St. (Omega =3) (1 0 + 0.14 SDS)DL + 0.7 (3)0E (Omega = 3) Worst Case: Column C2 fSee the attached Risa An4vsis for full report) Member Sec A[k] LC V [k] LC I. [k-ft LC M2 1 max 7.201 9 1.122 8 0 8 min 2.632 10 0.88 9 0 8 2 max 7.057 9 1.122 8 -4.18 9 min 2.57 10 0.88 9 -5.33 8 3 max 6.913 9 1.122 8 -8.36 9 min 2.508 10 0.88 9 -10.7 8 4 max 6.768 9 1.122 8 -12.5 9 min 2.447 10 0.88 9 -16 8 5 max 6.624 9 1.122 8 -16.7 9 min 2.385 10 0.88 9 -21.3 8 1SAUE Max.: 7.201 1.122 -21.3 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tulcwila - Canopy Pg. No: Canopy 6 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No., 19150 Page 15 of 28 Frame along columns C2 & C6 (Design for the worst case) Check Frame Deflection: .68k M3 ,61k 110" N2 OP" 144 Mean height of columns, h: 19 ft. Allowable story drift: 0.025 h * Per table 12.12-1 of ASCE 7 Allowable story drift: 5.70 in. Max. deflection from analysis: 0.891 in. * Due to seismic loads Cd: 3 le: 1 Deflection: 2.673 in. O.K. 1 X '4141 443 Worst Case: Column C2 [See the attached Risa Analysis for full report) Member Sec A[k] LC V [lc] LC VI. [k-ft LC M1 1 max -1.51 9 2.129 8 21.38 8 min -3 10 1.595 9 16.05 9 2 max -1.65 9 2.129 8 11.27 8 min -3.06 10 1.595 9 8.473 9 3 max -1.8 9 2.129 8 1.155 8 min -3.12 10 1.595 9 0.899 9 4 max -1.94 9 2.129 8 -6.68 9 min -3.18 10 1.595 9 -8.96 8 5 max -2.08 9 2.129 8 -14.2 9 min -3.25 10 1.595 9 -19.1 8 AU Max.: 3.245 2.129 21.38 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: Canopy 7 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 16 of 28 C2 HSS Column Column Column Height = 19.00 ft Lux = 19.00 ft Luy = 19.00 ft Luz = 19.00 ft Loading = 1.00 = 1.00 = 1.00 ?y = 46 ksi E = 29000 ksi G = 11200 ksi Max aL+LL)= 256.60 k-in May (f3L+LL) = 0.00 k-in Pu (DL+LL) 7.20 k Reactions 1 P = 7.20 k Support A: Rx = 0.00 k Ry = 0.00 k P = 0.00 k Support B: R.x = 0.00 k Ry = 0.00 k aly ITry S6X6X3/8 Beam Depth = 6 in Flange Width = 6 in Thick = 0.375 in Area = 7.58 in2 Bf/Tf = H/Tw= Ix = Iy = 14.2 14.:2 39..5 in4 39.5 in4 sx = sy = zx = 13.2 ins 13.2 in3 15.8 in3 15.8 in3 rx = ry = J= Cw = 2.28 in 2.28 in 64.6 in4 0 in6 Bending J S2B = 1.67 X-X Bend - Flange is: Compact Web is: Compact Y-Y Bend - Flange is: Compact Web is: Compact Beam Is: Fully Braced Unbrcd Lb = N/A ft Cb = 1 = NA MPx = 726.80 k-in be = NA MPy = 726.80 k-in = NA M. NC = N.A. k-in Se = NA Mny He = N.A. k-in Max NC w = N.A. k-in Mny NC w = N.A. k-in Mnx = 726.80 k-in l Mny = 726.80 k-in Compression - N/A in t = N/A in t = N/A in' c_ .67 Pr* NS= Pn FTB NS = ' Pn Flange is: Non -Slender Web is: Non -Slender 177.9 k 347.9 k 177.9 k Pn S = PnFTB S= N/A k N/A k Combination E AU Pr / (2 * Pc) + (Mrx / Mcx + Mry / Mcy) = 0.62 < 1.00 OK by 37.7 % C2 USE HSS6X6X3/8 or LARGER 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: Canopy 8 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No:: 19150 Page 17 of 28 Max. Mom. & shear At beam to column conn.: * Worst case for frame in the transverse direction * Worst case for frame in the long. direction Mom.: 19.07 k-ft. Mom.: 17.03 k-ft. Mom.: 228.88 k-in. Mom.: 204.37 k-in. Vmax: 3.702 k Vmax: 3.404 k Design Mom. & Shear: Max. mom: Max. Shear: Weld design 228.88 k-in. 3.702 k d: 8 in. b 6 in. weld size: 0.25 in. S: 69.33 in^2 weld length: 28 in. R_shear: 0.132 k/in. R_mom: 3.30 k/in. R_resultant: 3.43 k/in. R allow:: 3.71 k/in. Unity check: 0.92 OK Max. Mom. & shear At column to base plate conn.: * Worst case for frame in the transverse direction * Worst case for frame in the long. direction Mom.: 21.38 k-ft. Mom.: 256.60 k-in. Check base plate: Max. mom.: 256.60 k-in. base plate width: 14.5 in. plate thickness: 1.625 in. Zy: 9.57 in^3 Fy: 50 ksi Allow mom.: 286.59 k-in. Unity check: 0.895 OK Check column to base plate connection design: d: 6 in. b 6 in. weld size: 0.25 in. S: 48.00 inA2 R_mom: 5.35 k/in. weld size: 3/8 in. Allow mom.: 5.568 k/in. Unity check: 0.960 OK 13228 NE 20th St, Suite 100, Bellevue, WA 980051(425) 614-0949 Vmax: 0.947 k Axial: -1.01 k Project: Ryder Tukwila - Canopy Pg. No: Canopy 9 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 18 of 28 Column Anchorage Design Load Combinations: (1.2 + 0.2 SOS) DL + 1.3 OE + 0.2 SL (rho =1.3) - 2 (0.9 - 0.2 SDS) DL + 1.3 QE (rho = 1.3) 3 (1.2 + 0.2 SDS)OL + 3 (QE) + 0.2 SL (omega = 3.0) 4 (0.9-0.2SOS) DL*3QE(Omega =3.0) 5 (1.0+0.14SOS) DL*0.7(1.3)QE(mo=1.3) $ (1.0+0.10SDS)DL*0.75(0.7)(1,3)QE+0.75 SL(rho = 1.3) 7 (0.6-0,14SDS)DL+0.7(1.3)QE(rho =1.3) g (1.0 + 0.14 SOS) DL + 0.7 (3) QE (Omega = 3) 9 (1.0 + 0.10 SOS) DL + 0.75 (0.7) (3) GE + 0.75 SL (Omega =3) 10 (1.0 + 0.14 SOS) DL + 0.7 (3) QE (Omega = 3) 11 0.7 OE * Worst case for frame in the transverse direction Joint X [k] LC Y [k] LC Moment [k-ft] N1 max -3.16 4 -3.7 3 30.63 min -3.16 3 -4.26 4 30.47 N3 max -0.71 3 6.016 3 0 min -0.71 4 5.396 4 0 Load combinations that apply: LC 3 & LC 4 (LRFD w/ overstrength factor) * Worst case for frame in the long. direction Joint X [k] LC Y [lc] LC Moment [k-ft] N1 max -1.4 4 -0.47 3 0 min -1.43 3 -1.43 4 0 N3 max -1.29 3 7.007 3 0 min -1.37 4 3.93 4 0 N5 max -1.59 3 3.133 3 0 min -1.59 4 0.415 4 0 N7 max -1.21 4 4.826 3 0 min -1.27 3 3.574 4 0 Max. -0.71 6.016 30.63 Max. -1.21 7.007 0 Min.: -3.16 -4.26 0 Min.: -1.59 -1.43 0 Worst Case.: X [k] Y [k] Moment [k-in. NI -3.16 -4.26 365.7 * See the attached Hilti Profis Analysis for the anchoage design 13228 NE 20th St, Suite 100, Bellevue, WA 9800 J (425) 614-0949 Project: Ryder Tukwila - Canopy Pg. No: Canopy 10 Address: 17850 West Valley Hwy, Tukwila, WA 98188 Date: 10/1/19 Client: Jackson Main Architecture Job No.: 19150 Page 19 of 28 SF - For Eccentric columns (columns CI thru C4) in psf 14.22 k M(DL+LL) = 10.46 k-ft e= 0.74 ft qmax: 1071.1 13.18 k M(DL+WL) = 8.90 k-ft e= 0.67 ft qmax: 954.3 10.24 k M(DL+0.7E) = 13.71 k-ft e= 1.34 ft qmax: 1176.2 15.68 k M(DL+0.75•11,+0.75•WL) = 12.64 k-ft e= 0.81 ft qmax: 1233.9 10.79 k +0.75*(0.7E)+0,75,(0.2•LL)) = 12.23 k-ft e= 1.13 ft qmax: 1052.7 5.11 k M0.6.m..+wp= 3.21 k-ft e= 0.63 ft qmax: 358.5 9.24 k M(O.6.m.4-o.m)= 12.21 k-ft e= 1.32 ft qmax: 1045.5 Ecc. Spread FTG Design PDL = PLI. = PWL (+) PWL (-) = P0.7E = 2.50 k 4.47 k 3.43 k -3.64 k 0.49 k MDL = MLL = MWL (+) = MWL = M0.7E = 3.76 6.71 5.14 -5.46 9.96 k-ft k-ft k-ft k-ft k-ft Column Ecc on FTG: 1.5 ft. Allowable Soil Bearing = 2000 psf * Per Soils Report (With Aggregate Piers) P(DL+Lt.) = P(DL+WL) = P(DL+0.7E) = P(DL+0.75•LL+0.75•WL) = P(DL,C75'(0.7E)+0.75*(01*LL)) = P(0.6•DL+WL) = P(0.6•DL+0.7E) = Er M 5.00 ft Overturning Resistance 0 = 13.71 k-ft OR = 21.59 k-ft FS = 1.57 OK A 24 in Uplift Resistance U= 2.14 k UR = 8.80 k FS = 4.11 OK Use: Analysis qmax = 1233.9 psf qmin = 100.19 psf OK-Use5ftx5ftx24inFtg Footing Shear Check: Column: HSS6X6X3/8 Column Location = Edge Column fy = 60000 psi fc' = 4500 psi d = 20.69 in Shear b = 26.69 h = 26.69 Vc = 592.57 k it = 0.75 Vu = 12.90 k OK Bottom Reinforcement #5 @ 14 in O.C. E.W. @ top & bot. #5 rebar @ 12" 0.C. E. 1: op & bat. 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 Project: Ryder Tukwila - Canopy Address: 17850 West Valley Hwy, Tukwila, WA 98188 Client: Jackson Main Architecture Pg. No: FTG 1 Date: 10/1/19 Job No.: 19150 qmin.: qmin.: qmin.: qmin.: qmin.: qmin.: grain.: in psf 66.8 100.2 0.0 20.3 0.0 50.3 0.0 Page 20 of 28 Typ. Conc. Spread FTG SF - For concentric columns (columns C5 thru C8) PDL PLL = PWL (+) = PWL (-) = P0.7E 2.24 4.01 3.07 -3.27 0.44 k k k k k Allowable Soil Bearing = P(m-ELL) = P(DL+WL) = P(DL+0.7E) = P(DL+0.75•LL+0.75.WL) = P(DL+0.75*(0.7E)+0,75*(0.2•LL)) = P(0.6•DL+WL) = P(0.6*DL+0.7E) = 12.05 k 11.12 k 8.48 k 13.36 k 8.97 k 3.88 k 7.58 k MDL = Mu, = 0.00 k-ft MP.% (+) 0.00 k-ft MAI (-1 = 0.00 k-ft Mo.7e = 8.27 k-ft 2000 psf * Per Soils Report (w/ aggregate piers) 0.00 k-ft M(DL+LL) = M(DL+WL) = M(D).+0.7E) M(DL+0.75.LL+0,75•WL) = +0.75*(0.7E)+0,75*(0.2•LL)) = M(0.6.1)L+WL) = M(0.6•DL+0.7E) = 5.00 ft Overturning Resistance 0 = OR = FS = 8.27 17.01 2.06 k-ft k-ft OK Uplift Resistance U = UR = FS = 1.92 7.08 3.69 k k OK 0.00 k-ft 0.00 k-ft 8.27 k-ft 0.00 k-ft 6.21 k-ft 0.00 k-ft 8.27 k-ft Use: Analysis qmax = qmin e= e= e= e= e= e= e= 0.00 ft 0.00 ft 0.98 ft 0.00 ft 0.69 ft 0.00 ft 1.09 ft 927 psf 668 psf qmax: qmax: qmax: qmax: qmax: qmax: qmax: in psf 602.7 555.9 927.2 667.8 821.0 194.1 897.1 OK-Use5ftx4ftx24inFtg Footing Shear Check: Column: FISS6X6X3/8 Column Location =lnterior Column fy = 60000 psi fc' = 4500 psi d = 20.69 in Shear ; b = 26.69 h = 26.69 Vc = 592.57 k (1) = 0.75 Vu = 11.57 k OK Bottom Reinforcement #5 @ 14 in O.C. E.W. @ top & bot. #5 rebar @ 12" O.C. E. 13228 NE 20th St, Suite 100, Bellevue, WA 98005 I (425) 614-0949 op & bat. Project: Address: Client: Ryder Tukwila - Canopy 17850 West Valley Hwy, Tukwila, WA 98188 Jackson Main Architecture Pg. No: Date: Job No.: FTG 1 10/1/19 19150 in psf qmin.: 602.7 qmin.: 555.9 qmin.: 0.0 qmin.: 667.8 qmin.: 76.3 qmin.: 194.1 qmin.: 0.0 Page 21 of 28 www.hiltlus Profis Anchor 2.8.4 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 1 10/1/2019 Specifier's comments: HSS column Anchorage Design 1 Input data Anchor type and diameter: Effective embedment depth: Material: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Heavy Hex Head ASTM F 1554 GR. 55 1 1/4 her = 17.000 in. ASTM F 1554 Design method ACI 318-14 / CIP without clamping (anchor); restraint level (anchor plate): 2.00; eb = 1.000 in.; t = 1.625 in. Hilti Grout: CB-G EG, epoxy, = 14,939 psi x ly x t = 14.500 in. x 14.500 in. x 1.625 in.; (Recommended plate thicLness: not calculated Square HSS (AISC), HSS6X6X.375; (L x W x T) = 6.000 in. x 6.000 in. x 0.375 in. cracked concrete„ fb' = 4,500 psi; h = 24.000 in. tension: condition B, shear. condition B; edge reinforcement: >= No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading ub, In.Ib] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2063-2009 HIM AG, FL-9494 Schoen HIS Is a registered Trademark of HIS AG, Schaan Page 22 of 28 www.hilti.us Profis Anchor 2.8.4 2 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 10/1/2019 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 18,546 790 790 0 2 0 790 790 0 3 18,546 790 790 0 4 0 790 790 0 max. concrete compressive strain: 0.29 [960] max. concrete compressive stress: 1,262 [psi] resulting tension force in (x/y)=(-4.500/0.000): 37,093 [Ib] resulting compression force in (x/y)=(6.054/0.000): 32,834 [lb] Anchor forces are calculated based on the assumption of a rigid anchor plate. 3 Tension Toad Load N„a [Ib] Capacity N„ [Ib] Utilization pN = N„J+ Nn Status Steel Strength* 18,546 54,506 35 OK Pullout Strength" 18,546 42,279 44 OK Concrete Breakout Strength** 37,093 38,003 98 OK Concrete Side -Face Blowout, direction '• N/A N/A N/A N/A * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength N. = AaeN futa Nea Z Nua Variables Ase,N ACI 318-14 Eq. (17.4.1.2) ACI 318-14 Table 17.3.1.1 f„,, [psi] 0.97 Calculations N. [Ib] 72,675 Results N. [Ib] 72,675 75,000 4 steel 0.750 N„ [lb] 54,506 Nue [lb] 18,546 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor (c ) 2003-2009 Hiltl AG, FL-9494 Selman Hllti is a registered Trademark of HIM AG, Schwan Page 23 of 28 vivirw.hitti.us Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.8.4 3 10/1/2019 3.2 Pullout Strength No = tv Np = 8 Amy p Nup Variables c,p 1.000 Calculations N(lb] 80,532 Results Npp [Ib] 80,532 ACI 318-14 Eq. (17.4.3.1) ACI 318-14 Eq. (17.4.3.4) ACI 318-14 Table 17.3.1.1 An.2] 2.24 concrete 0.700 3.3 Concrete Breakout Strength Ncpc, =• Anic ANc0 Ncbp Nu, Apip see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) a. 1.000 4) seismic 0.750 ec.N ed,N W c,N W cp,N Nb ANCO = 9 Nif 1 W ec,N 2 eN 3 hpf W ed,N 111 cp,N Nb fc [psi] 4,500 nonductile 4 Npn [Ib] 1.000 42,279 ACI 318-14 Eq. (17.4.2.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) s 1.0 ACI 318-14 Eq. (17,4.2.4) = 0.7 + 0.3 .1.67.;:f) 1.0 c mAxic.vnin, 1.5he Cac c.ac isxalkhr Variables hef [in.] 17.000 c„ [in.] 1.0 eci,N [in.] 0,000 ec2,N [in.] 0.000 ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2b) ;min [in.] w c,N 7.500 1.000 [psi] Calculations ANc [in.2] 1,980.00 Results N [lb] 72, 86 16 Awn [in.21 2,601.00 4) concrete 0.700 1.000 ecl,N 1.000 4) seismic 0.750 4,500 ec2,N W ed,N 1.000 0.788 4' nonductile 4 Nthg [Ib] 1.000 38,003 [Ib] 18,546 W cp,n) 1.000 Npa [lb] 37,093 Nb [Ib] 120,635 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 HIlti AG, FL-9494 Schaan MO Is a registered Trademark of Hliti AG, Schaan Page 24 of 28 www.hllti.us Profis Anchor 2.8.4 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 4 10/1/2019 4 Shear load Load V. [lb] Capacity $ lir, [lb] Utilization pv = V./41V„ Status Steel Strength* 790 22,675 4 OK Steel failure (with lever arm)* 790 4,086 20 OK Pryout Strength** 3,160 128,979 3 OK Concrete edge failure in direction x+** 3,160 40,571 8 OK * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength V88= 0.6 Ase,V futa N4bei Vua Variables Ase,v [in.2] ACI 318-14 Eq. (17.5.1.2b) ACI 318-14 Table 17.3.1.1 fut. [psi] 0.97 Calculations V. [lb] 43,605 75,000 Results V,,,, [Ib] 4 stew 4 eb 4) Vs. [lb] Vs. [Ib] 43,605 0.650 0.800 22,675 790 4.2 Steel failure (with lever arm) _ ctp.4 • Ma Lb Mb =M(1 Nub •N./ M: = (1.2) (S) (fu,min) (1 4%) _ tc(d)3 32 Lb = Z + (ri)(do) Variables am 2.00 Calculations M: [in.Ib] 11,613.505 Results Vr [Ib] 6,287 fu,min [psi] 75,000 (1 rtiNas.9) 0.660 bending equation for stand-off resultant flexural resistance of anchor characteristic flexural resistance of anchor reduction for tensile force acting simultaneously with a shear force on the anchor elastic section modulus of anchor bolt at concrete surface intemal lever arm adjusted for spelling of the surface concrete ACI 318-14 Table 17.3.1.1 N. [lb] Ns. [lb] 18,546 54,506 Ms [in.lb] Lb [in.] 7,661.866 2.438 4 4 V4s4 Vos [lb] 0.650 4,086 790 z [in.] 1.813 n do [in.] 0,500 1.250 Input date end results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hid AG, FL-9494 Schoen MU is a registered Trademark of HMI AG, Schaan Page 25 of 28 www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.8.4 5 10/1/2019 4.3 Pryout Strength V = kg) [(-A—Nc N 141 ed,N c,N W .1+1 Vwg Vue Anic see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) Aryo = 9 I-4 = (1 2 51.0 1 + 3 hd ec.N W ed,N cp,N Nb = 0.7 + 0.3 1.0 MAX n c 1 5h cac • C = 16 X„-Nkhr Variables /cop 2 c,N he [in.] 17.000 c„, eci,N [in.] 0.000 ACI 318-14 Eq. (17.5.3.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2b) eczN [in.] ca,min On.] 0.000 7.500 f, [psi] 1.000 Calculations ASIc [in.2] 2,520.00 Results V [Ib] 164,255 ANc0 [in.2] 2,601.00 concrete 0.700 16 Ni ect,N 1.000 1.000 4,500 W ec2,N 91 ed,N 1.000 0.788 Cti 4, 4, Vcp,, [lb] 1.000 1.000 128,979 91 cp,N 1.000 vus [b] 3,160 Nb [Ib] 120,635 Input data and results must be checked for agreement with the existing conditions and for 'plausibility! PROFIS Anchor ( c ) 2003-2009 HIM AG, FL-9494 Schaan HIM Is a registered Trademark of HIM AG, Schaan Page 26 of 28 VAVW hInus Pro s Anchor 2. .4 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 10/1/2019 4.4 Concrete edge failure In direction x+ Avc Vcbg ecV 41 ed,V 4.1 c,V W h,V parellel,V Vb ACI 318-14 Eq. (17.5.2.1b) Av.!) 4, vth, z V„ ACI 318-14 Table 17.3.1.1 Avb see ACI 318-14, Section 17.5.2.1, Fig. R 17.5.2.1(b) Avb0 = 4.5 4 ACI 318-14 Eq. (17.5.2,1c) 1 W ec,V = (1 2ev)5 1.0 ACI 318-14 Eq. (17.5.2.5) ed,v = 0.7 + 0. ca2 1.5c81 5c W h V ' Vb = 9 X a .0 Variables cm [in.] ca2 [in.] ew [in.] 17.000 25.500 0.000 le [in.] ACI 318-14 Eq. (17.5.2.6b) ACI 318-14 Eq. (17.5.2.8) ACI 318-14 Eq. (17.5.2.2b) W c,V 1.200 X a d„ [in] fc [psi] 10.000 1.000 1.250 4,500 Calculations Avc [in.2] 1,440.00 Results V Ilb] 57,959 ha [in.] 24.000 W parallel,V 1.000 Avon [in.21 41 ec.V ed,V h,V Vo [Ib] 1,300.50 1.000 1.000 1.031 42,318 4) concrete 0.700 seismic 4,nonductle • Vag [Ib] Vua [Ibi 1.000 1.000 40,571 3,160 5 Combined tension and shear loads PN _Pv s Utilization ONN [%] Status 0.976 0.193 1.000 98 OK fiNv = (PN + liv)/ 1.2 <= 1 Input data and resit/is must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 HSU AG, FL-9494 Schaan HIM Is a registered Trademark of Hilti AG, Schaan Page 27 of 28 MI l www.hUti.us Profis Anchor 2.8,4 7 |Pua No: | 10/1/2019 6 Warnings ^ The anchor means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! ^ Condition 8 applies when supplementary reinforcement isused. The 4) factor isincreased for non -steel Design and Prynuistrength. Condition Bapplies when supplementary reinforcement isnot used and for Pullout Strength and P0mmuStrength. Refer io your local standard. ^ ACI 318 does not specifically address anchor bending when a s;tand-off condition exists. PROF|8Anchor calculates oshear load corresponding to anchor bending when stand-off exists and includes the results as a shear Design Strength! ^ Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! ~ An anchor design approach for structures assigned to Seismic Design Category C, D, EorFiogiven |nAC|3MO'14.Chapter 17.Section 17.2.8.4.8(a) that requires the governing design strength of an anchorof anchors be limited by ductile steel failure. |f this isNOT the case, the connection design i | satisfy the provisions ofSection 17.2.3.4.3(b),Section 17.u.3.4.3(c),n,Section 17.2��.3<d>.The connection design (mhear)shall satisfy the provisions ofSection 17.2.3.E3(m).Section 1723.5.3(h).nrSection 17.2.3.5.V(o). ^ Section 17.2.3.4.3(b)/Section 17.2.3.6.3(a) require the attachment the anchors are connecting tothe structure bedesigned omundergoduoU|a yielding at a load level corresponding manchor forces nogreater than the controlling design strength. Section 17.2.3.4.n(u)/Section 17.2.3.5.3 (b)waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the anchors hyunon-yielding attachment, Section 17.2.3.4.3(d)/Section 17.2.3.5.0 the ductility requirementsamdvequim\bedesign strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased bywn. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing condilJons and for plausibilityl PROFIS Anchor (c) 2003-2009 Hilt AG, FL-9494 Schaan Hilt Is a registered Trademark of HIM AG, Schaan Page 28ofoa .324k N2 1 M3 .68k N4 3 Loads: BLC 1, EQ Results for LC 3, (1.2 + 0.2 SDS)DL + 3 (QE) + 0.2 SL (omega = 3.0) M6 .59k N6 5 M7 .265k N8 7 SK-2 Oct 2, 2019 at 11:22 AM Moment Frarne in the long direction Long Frame - Rev 01.r2d • Company Desigmer Job Number G,Es Model Name Oct 2, 2019 Checked By. Hot Rolled Steel Section Sets Label Shape Ty Design List 1 HSS 6x6x3/8 Columns jfiSS6,01(6 Column ISquareTu,. 2 HSS 8x6x3/8 Beams HSS8x6x6 Beam 1 Tube Joint Coordinates and Temperatures Mat rial Design R., (0,180),,, A500 Gr.B Rect Typical 7.58 39.5 1 39.5 A500 Gr.B Rect Typical 8.97 _ 50.6 79.1 Label X Tem 1 Ni 0 I 0 0 2 N2 0 19 0 3 N3 18.8333 I 0 0 4 N4 18.8333 19 0 5 N5 43.8333 I 0 0 6 N6 43.833 19 0 7 N7 61.0833 0 0 8 N8 61.0833 19 Joint Boundary Conditions .Joint Label Y Ikfin Rotabon k-fVrad Footin Ni1 Reaction Reaclion 2 N3 Reaction Reaction 4 N5 Reaction N7 Reaction Reaction Reaction Joint Loads and Enforced Displacements (BLC 1 : EQ) Joint Label 0 Direction Ma itude k-ft n rad), (k's"2/f.„, N2 .324 2 N4 L X .68 3 N6 L X .59 4 N8 L X .265 Member Distributed Loads (BLC 2: DL) 2 [ 3 Member Label Direction Stari Magni M3 Y -.082 M6 Y -.082 M7 Y -.082 Member Distributed Loads (BLC 3: SL) End Magnitudelktft.,, Start Location[ft WI End Locabon[ft %I _ -.082 -.082 -.082 0 0 0 0 0 0 Member Label M3 M6 M7 Direction Y Y Start Magnibidelkitt,F1 -.147 -.147 -.147 End Magnitudellt/ft Start Locationfft,%1 End Locationlft,%1 -.147 0 0 -.147 0 0 -.147 0 a RISA-20 Version 13.0.0 [P:\ 19300\19 Ryder Tukwil ng isa\ Long Frame - Rev 01.124 Page 1 T C H 0 G I Company Designer Job Number : 2 Model Name Oct 2, 2019 Checked By. Basic Load Cases BLC Description Cate X GravityY Gravit Joint Point Distributed 1 1 EQ i EL t Z 3 DL SL r r- 1 DL , SL , -1 f 4 5 WLup) WL WL - , WL (Down) Load Combinations Description Solve P.., S... B... Fec..B.., Fac..B.., Fac..B... Fac..B Frac...EL Fa . F c F , 1 (1.2 + 0.2 SDS) DL + 1.3 OE + 0.2 SL (rh... Yes Y 2 1.2 2 .19 AEfl IIIMIEME11111 ' 2 (0.9- 0.2 SDS)DL + 1.3 OE (rho = 1.3) Yes Y' 2 .9 2 -.1911111331.11111.111111.1=11.11111 3 (1.2 + 0.2 SDS)DL + 3(QE) +0.2 SL (om... Yes Y . 2 1.2 2 .19 IMPFIIMI IIII 4 (0,9 - 0.2 SDS) DL +3 QE (= 3.0) Yes Y 1Cmega , 2 .9 2 -.1 nrimmommimmis 5 (1.0 + 0.14 SDS)DL +0.7 (1.3) QE (rho =.. Yes Y 2 1 2 .133il .91 IMMIEMEMEMIIIII. 6 7 8 9 10 ,(1.0+ _11 (to + 0.10 sos)ot. +0.75 (0,7) (1,3)0E. (0.6 - 0.14 SDS) DL + 0.7 (1,3) QE (rho .... (1.0 + 0.14 SDS) DL +0.7 (3) QE (Omega.. Yes Yes Yes Yes Yes Yes Y i Y Y -,- Y , Y , Y , 2 2 2 2 2 _1 1 .6 1 1 .6 .7 2 2005 2 -.133 2 .133 1 1 1 3 .75 11 - • (1.0+ 0.10 SOS) DL +0.75 (0.7)(3) OE +-- 0.14 SDS)DL +0.7 (3) QE (Omega.- 0.7 QE 2 ;005 2 -.133 1 1 1.5,.. 2. _ 3 1.7 I ' Joint Reactions LC Joint Label Ni N3 x Iki -.544 566 Y fkl .993 6.044 MZ lk-fti 0 0 3 1 N5 -.685 4.264 0 4 1 N7 -.621 3,198 5 1 Totals: -2.417 14.498 6 i7 8 2 COG (ft): N1 N3 X: 30.622 - 56 -.606 Y: 17,08 -,071 3.033 0 0 9 2 N5 -.677 1*466 0 10 2 N7 -.574 2.059 11 2 Totals: -2.417 6.488 12 2 COG (ft): 13 Ni 14 3 N3 15 3 N5 X: 30.633 -1.427 -1.287 -1,591 Y: 16,808 -.4§9 0 7.007 0 3.133 0 16 3 N7 -1.272 4.826 0 17 3 Totals: 18 3 COG (ft): 19 4 Ni -5.577 X: 30.622 -1.403 14.497 Y: 17.08 -1,431 20 4 0 21 4 -1.5 .415 0 22 4 N7 1631 4 Totals: 24 4 COG (ft): 25 5 Ni 26 5 N3 -1.214 -5.577 X: 30.633 -.367 -.41 3.574 0 6.488 Y: 16.808 .794 4.243 0 0 RISA-2D Version 13.0.0 [P:\ 19000\19150 Ryder Tukwila\Eng\Risa\Long Frame - Rev 01.r2d] Page 2 Company ES Designer Job Number : LOGIES Model Nalrie Oct 2, 2019 Checked By. Joint Reactions (Continued) LC Joint Label X Y MZ k-ft 27 28 . N5 5 N7 -.481 -.433 3.042 2.275 L 29 5 Totals: -1.692 10.354 30 5 COG (ft): X: 30.633 Y: 16.808 -.235 1.694 _ _ 0 32 6 N3 --. 27 6 6.682 0 6 N5 -.381 5.595 .._ _ . 0 34 6 N7 -.377 2.771 35 ' Totals: -1.269 16.741 36 COG (ft): X: 30.596 Y: 17.69 37 _ N1 _ _ _ _ -.385 . -.0770 . _ _ . 36 7 N3 -.432 2.015 39 7 N5 -.472 .941 .46 7 N7 -.403 1.388 41 7 Totals: -1.692 4.266 42 7 COG (ft): X: 30.633 Y: 16.808 43 8 Ni -. 6 -.191 44 8 N3 -.945 4.892 0 45 8 N5 _ . -1. _ 2.28 46 8 N7 -.91 3.372 47 8 Totals: -3.904 10.353 48 8 COG (ft): X: 30,633 Y: 16.808 4 Ni-. 7 .90 ...__ 50 9 N3 -.666 7.201 51 9_ N5 -.828 4.985 I- 52 . 9N7 -.757 3.649 539 Totals:. -2.928 16.74 54 _ _ 9 COG (ft): X: 30.596 Y: 17.69 55 10 Ni -. 7 -1.012 56 10 N3 -.984 2.632 0 57 10 N5 - . .218 0 1 58 10 , N7 -.873 2.429 0 59 10 Totals: -3.904 4.267 _ 60 _ 10 COG (ft): X: 30.633 Y: 16.808 , . . 11 61 11 Ni -.304 -.531 0 62 11 N3 -. 5 .35 0 63 11 N5 -. 6 -.411 0 64 11 N7 -. 7 .591 0 65 11 Totals: -1.301 0 L 66 11 COG[ft): NC NC Joint Deflections LC Joint Label X in Y fln Rotation fm 2 3 1 _ 1 N1 , _ _ _ N2 _ _ -N3 , _ 0 _ 3.553 0 0 1 -2.086e-2 0 -4.986e-3 0 T -2.225e-2 4 1 N4 3.553 -.007 -2.192e-3 5 1 N5 0 0 J -2.296e-2 • 6 1 N6 3.553 -.005 -7.66e-4 7 1 N7 0 0_ -2.21e-2 RI A-2D Version 13.0.0 [PM Ryder Tukwila ng isa\Long Fra .r2d] Page T EC Company Fr) r 111.4 Designer Job Number : MOLOGIES Model Name Oct 2, 2019 Checked By._ Joint Deflections (Continued) LC Joint Label X n Y lin Rotaion rra 8 9 1 2 N8 N1 3.553 0 -.004 -2.487e-3 0 -1.969e-2 10 2 N2 3.297 0 -3.969e-3 t_ 11 2 _ N3 0 0 -2.079e-2 12 2 N4 3.297 -.004 -1.746e-3 i 13 2 N5 0 0 -2,112e-2 14 2 N6 3.297 -. 2 -1.083e-3 15 2 N7 0 0 -2.028e-2 6 2 N8 3.297 -.002 -2.773e-3 17 3 Ni0 0 -4.887e-2 18 3 N2 8.177 .001 -9.75e-3 19 3 N3 0 0 J -5.159e-2 20 3 N4 8. -. 9 -4.289e-3 21 3 N5 0 0 1 -5.236e-2 22 3 N6 8.177 -. 4 -2,739e-3 1 23 3 N7 0 0 J -5.026e-2 I 24 3 N8 8.177 -.006 -6.944e-3 k. I 25 4 N1 0 0 -4.575e-2 26 4 N2 7.6 .002 -8.402e-3 27 4 N3 0 0 -4.809e-2 28 4 N4 7.6 -.005 -3.697e-3 29 4 N5 0 0 1 -4.848e-2 30 4 N6 7.6 0 -2.92e-3 31 4 N7 0 0 -4.648e-2 32 N8 7. -.004 -6.92e-3 33 5 N1 0 0 -1.403e-2 34 5 N2 2.392 0 -3.377e-3 35 5 N3 0 0 -1.498e-2 36 5 N4 2.392 -.005 -1485e-3 7 5 N5 0 0 -1.547e-2 38 5 N6 2.392 -.004 -5.042e-4 _39 5 N7 0 0 -1.489e-2 40 5 N8 2.392 -.003 -1.66e-3 41 6 N1 0 0 -1.085e-2 42 6 N2 1,928 -. 2 -3.6 9e-3 43 6 N3 0 0 - . 7e-2 44 6 N4 1.928 -.008 -1.598e-3 45 6 N5 0 0 -1.272e-2 46 6 N6 1.928 -.007 1.134e-4 I 47 6 _ N7 -- _ 0 0 -1.232e-2 48 6 N8 1.927 -.003 -6.885e-4 49 7 N1 0 0 -1.353e-2 50 7 N2 2,265 0 -2.71e-3 51 7 N3 0 0 -1.429e-2 _ 52 7 N4 2.265 -. 2 -1.192e-3 53 7 N5 0 0 - .45 e-2 54 7 N6 2.265 -.001 -7.538e-4 55 7 N7 0 0 -1.393e-2 56 7 N8 2,265-, 2 -1.917e-3 7 8 N1 0 0 -3.289e-2 58 8 N2 5.505 0 -6.585e-3 59 8 N3 0 0 -3.473e-2 RISA-2D Version 13.0.0 (P:\ 19000\19150 Ryder Tukwila\Eng\Risa\Long Frame - Rev 01.24 Page 4 rrj S TEC11 NOLOGI Company Designer : Job Number : s Model Name Oct 2, 2019 Checked 5y. Joint Deflections (Continued) LC Joint Label x n Y fln Rotaion Fra F60 f 61 8 8 N4 N5 5.506 0 -.006 1 -2.896e-3 0 -3.526e-2 t_ 62 63 8 8 N6 _ N7 5.505 0 -.003 -1.833e-3 0 -3.385e-2 _ 4 N •P5 -.094 4!61-3 5 N1 0 0 T -2.596e-2 66 6r 7 9 9 N2 N3 4.422 0 0 -6.209e-3 0 -2.769e-2 68 9 N4 4.422 -.009 -2.729e-3 69 9 N5 0 0 -2.858e-2 i. 70 N6 4.422 -.006 . -9.51e-4 • 71 9 N7 0 0 -2.751e-2 72 9 N8 4.421 -.004 -3.092e-3 7 10 N1 0 0 -3.144e-2 74 10 N2 5.222 .00 -5.756e-3 75 10 N3 0 0 -3.305e-2 76 10 N4 5 -.003 -2.533e-3 77 10 N5 0 0 -3.33e-2 78 10 N6 5,222 0 -2.015e-3 74 10 N7 0 0 -3.193e-2 80 10 N8 5.221 -.003 -4.767e-3 81 1 0 0 -1.017e-2 2 1.68 0 -1.731e-3 83 0 0 -1.066e-2 84 1.68 0 -7.617e-4 8--. 0 0 -1.068e-2 86 1.68 0 -7.168e-4 87 0 0 -1.023e-2 88 11 N8 1.66 0 -1.619e-3 Member Section Forces LC Member Label Sec rbial Shea rtk Moment -ft 1 1 Mi 1 .993 .56 0 2 2 .81 .56 -2.659 3 3 • .627 .56 -5.317 4 4 .443 .56 -7.976 5 5 : .26 .56 -10.635 6 1 M2 1 6:844 .707 0 7 8 _ 2 3 1 5061 _ 5.677 .707 .707 -3.36 -6.719 9 4 , 5.4. .707 -10.079 10 5 5.311 .707 -13.439 1 1 -.123 .26 -10.635 12 2 -.123 -.631 -9.761 13 3 • 4. -.123 -1.523 -4.689 14 4 -.123 -2.415 4.58 15 5 -.123 -3.306 18.048 16 1 M4 1 4.264 .783 0 17 2 4.08 .783 -3.717 18 3 3.897 .783 -7.434 RISA-2D Version 13.0.0 [P:\ 19000 9 Ryder Tukwila ng \Risa\ Long Frame - Rev 01.r2d] Page 5 I E Company Designer Job Number : $ Modal Name Oct 2, 2019 Checked By. Member Section Forces (Continued) LC Member Label Sec Aeal Sheatik Momen -ft 19 20 , 4 1 5 3.714 3.531 .783 .783 -11.151 -14.868 211 M5 1 j 3.198 .692 0 22 _ 2 3.014 _ .692 -3.285 2 2.831 .692 -6.57 . 24 ..._ __. 4 2.648 .692 -9.855 25 5 2.465 .692 -13.14 24 1 M6 1 .195 2.005 4.609 27 2 1 .195 .821 -4.223 28 3 .195 -.362 -5.658 29 4 .195 -1.546 .304 30 5 .195 -2.729 13.663 31 M7 .277 .802 -1.206 32 2 .277 -.015 -2.902 33 3 .277 -.832 -1.077 34 , 4 .277 -1.648 4.271 35 .277 -2.465 13.14 36 2 Mi 1 -.071 .554 0 37 _ . -.165 .554 -2.632 38 3 -.258 .554 -5.264 39 4 -.352 .554 -7.896 40 5 -.445 .554 -10.529 41 _ _ 2 3.033 .672 , 0 _ 42 2 2.94 .672 -3.19 I, 4 _ . 2. . 2 -6.38 44 4 2.753 .672 -9.57 45 5 2.659 .672 -12.76 45 2 M3 ... 1 -.139 -.445 -10.529 47 2 -.139 -.83 -7.526 4 -.139 -1.215 -2.712 49 4 -.139 -1.599 3.913 50 5 -.139 -1.984 12.35 _ .._ 1 i 1 .466 .707 0 52 2 1.373 .707 -3.356 53 3 1.279 .707 -6.712 54 4 1.186 .707 -10.068 55 5 1.092 .707 -13.424 56 2 M5 1 2.059 .617 0 57 1--- 2 I 1. .617 -2.932 58 3 1.872 .617 -5.864 59 4 1 1.778 .617 -8.795 60 5 1.685 .617 -11.727 61 2 M6 1 1 .139 .675 -.41 62 , 2 .139 .164 -3.034 6 .139 -.346 -2.465 64 4 .139 -.857 1.294 65 5 .139 -1.388 8.246 66 2 M7 1 .229 -.275 -5.178 67 2 .229 -.628 -3.231 3.229 -.98 .235 69 . 4 1 .229 -1.332 5.222 70 5 .229 -1.685 11.727 RISA-2D Version 13.0.0 [PA19000\19150 Ryder Tukwila1Eng \Rise\ Long Frame - Rev 01.r2d] Page 6 TE LOGIC Company Designer Number : del Name Member Section Forces (Continued) LC Member Label Sec Shearik Oct 2, 2019 Checked By. Moment -ft [ 71 72 3 M1 • 1 1 -.469 2 - 652 1.379 1.379 0 -6.551 73 74 3 -.835 4 -1.018 1.379 1.379 -13.102 -19.653 75 76 .. _ . 3 M2 -1.202 1 7.007 1.379 1.668 -26.205 0 77 78 . . 2 6.824 3 6.641 1.668 1.668 -7.922 -15.843 79 80 , 6.458 5 6.275 1.668 1.668 -23.765 -31.687 82 M3 1 j -.455 -1.202 -2.093 -26.205 2 -.455 -18.448 84 - 455 4 -.455 -2.985 -6.494 9.658 - -3.876 5 86 3 M4 5 -.455 1 3.1331.749 .763 0 8 . 0 87 88 . 2 2.95 3 2.767 1.749 1.749 -8.31 -16.62 89 90 _ . 4 2.584 5 2.4 1.749 1.749 -24.93 -33.24 91 3 M5 1 4.826 1.527 0 92 2 4.643 1.527 -7.255 94 3t 4.46 4 4.276 1.527 -14.51 -21.764 1.527 _ 96 _ . 3 M6 5 4.093 1 .298 1.527 1.507 -29.019 -1.679 97 98 - 2 1 _ _ .298 3 .298 .323 -.86 -7.398 -5.721 99 4 1 .298 -2.044 3.353 100 5 .298 -3.227 19.924 101 3 M7 1 .477 -.827 -13.416 102 :103 104 2 .477 3 1 477 4 .477 -1.643 -2.46 -3.277 -8.09 .758 13.128 105 5 .477 -4.093 29.019 106 4 M1 1 -1.431 1.317 0 107 2 -1.525 1.317-6.254 108 3 -1.618 1.317 -12.508 , 109 110 111 4 M2 4 -1.712 5 -1.806 1 3.93 1.317 1.317 1.565 -18.762 -29.017 0 112 2 3.837 1.565 -7.435 114 1115 , 1 3.743 4 3.65 5 I 3.556 1.565 1.565 1.565 -14.87 -22.305 -29.74 116 4 M3 1 -.431 -1.806-25.017 117 2 -.431 -2. 9 -15.61 118 3 -.431 -2. 7 -4.391 119 4 -.431 -2.96 8.638 , 1 1121 122 4 M4 -.431 1 ..415 2 .321 -3.344 1.606 1.606 23.479 0 .. .. -7.63 R ISA-2D Version 13.0.0 (R\19000119150 Ryder Tukwila \Eng Risa\Long Frame - Rev 0152d] Page 7 Company : Designer Job Number : Oct 2, 2019 Checked By. E 0 LOGIES MC'del Name Member Section Forces (Continued) 123 124 125_ 1,127 128 129 C MernberLabel Sec Axial[k1 Sheariki 5 4 5 5 .228 1.606 .134 .04 3.574 3.481 7 3.29 3.2 1.606 1.606 1.395 Momentlk-ft) -15.259 -22.889 -30.519 0 -6 626 -13.251 -19.877 -26.503 6 132 2 243 .243 .212 -6.261 -.299 -5.988 133 134 .243 -.81 .243 -1.32 -2.524 4.132 5 7 243 -1.831 13.979 .419 -1.79 -16.539 s. 137 2 .419 -2.143 3 .419 -2.495 -8.058 .942 139 , 140 041_ 142 1 .419 -2.847 .419 -3,2 794 .376 _ .644 .376 3.463 26.503 0 -1.7 4 M2 .495 .376 4 .346 .376 196 .376 4.243 .476 -3.57 -5.355 -7.14 0 147 148 149 51 5 M3 4 5 4.094 .476 3.945 .476 3.795 .476 3.646 .476 -.073 .196 -228 -4.52 -6 779 -9.039 -7.14 2 -.073 -.418 -6.619 -.073 -1.031 -3.208 4 4 -.073 -1.645 5 I -.073 -2.259 1 3.042 .527 3.094 12.287 0 2 2.893 .527 -2.506 2.743 .527 -5.0 9 4 2.5 .527 -7.517 161 5 162 163 164 M5 5 2.445 2.275 2.126 1.977 1.828 .527 .466 .466 .466 .466 -10.022 0 -2.215 -4.431 -6.6 165 5 1.678 .466 -8.861 166 5 M6 1 .137 1.386 3.248 167 2 1 .137 .571 -2.871 .137 -.244 7 _ .0 7 0 5 7 9. 171 172 173 174 7 .192 2 .192 3 I .192 4 .192 .571 009 -.553 -1.116 -. 6 -1.937 -.763 2.837 R1SA-2D Version 13.0.0 [P:\19000\19150 Ryder TukwilaEng\Risa\Long Frame - Rev 01.r2d] Page 8 Company Designer Job Number : Model Name : Oct 2, 2019 Checked By._ Member Section Forces (Continued) LC Member Label Sec Mal Shearik Momen -ft 175 176 _ 6 M1 5 1 1 .192 1.694 -1.678 _ .254 8.861 0 177 2 1.55 .254 -1.208 _ 178 _ 3 . _ 1.405 .254 -2.416 179 4 1.261 .254 -3.624 180 5 1.117 .254 -4.833 181 6 M2 1 6.682 .362 0 182 , 2 6.537 .362 -1.72 6.393 .362 -3.44 184 4 6.249 .362 -5.16 1. 6.104 .362 .881 -.014 -4.833 186 6 M3 1 1.117 I 187 188 - -.014 -.014 .004 -1.108 -7.472 -4.873 i 189 4 -.014 -2.221 2.964 190 5 -.014 -3.333 16.038 ., 191 6, M4 1 j 5.595 .453_ 0 192 2 5.451 .453 -2.149 3 1 5.306 .453 -4.299 194 _ 4 5.162 .453 -6.448 195 5 5.0 8 .453 -8 598 5 2.771 .41 0 ., 7 . _ _. _ .. . 2.626 Al -1.948 198 3 2.482 Al -3.896 _ _ _ 2.338 . -5.844 200 5 2.193 .41 -7.792 1201 , - M6 _ • .174 2.771 9.157 -3.549 202 2 .174 1.295 203 .174 -.182 -7.025 204 4 .174 -1.6 -1273 205 5 .174 -3.135 13.708 206 6 M7 1 .196 1.882 5.111 207 .196 _ .863 - 81 . 208 .196 -.155 -2.337 209 4 j .196 -1.174 .53 210 5 .196 -2.193 7.792 211 7 MI 1 -.077 .382 0 212 2 -.139 .382 -1.812 213 3 i -.201 .382 -3.625 214 4 -.262 .31.3 -5.437 215 5 1 -.324 .382 -7.25 2 6 7 M2 1 2.0 5 .462 0 217 2 i 1.953 .462 -2.193 218 3 1.892 A62 -4.387- 219 4 1.83 .462 -6.58 220 5 1.769 .462 -8.773 221 7 M3 1 -.09 -.324 -7.25 222 2 -.09 -.577 -5.131 223 I -.09 -.829 - . 21 224 4 -.09 -1.082 2.68 1.225 5' -.09 -1.335 8.372 226 7 M4 1 .941 .485 0 RISA-2D Version 13.0.0 [P:\19000\19150 Ryder Tukwila\Eng\Risa\Long Frame - Rev 01.24 Page 9 Company ,REJSA Designer Job Number • TEcsN oLoGiEs Pvbdel Na MO : Oct 2, 2019 Checked By: Member Section Forces (Continued) LC Member Label Sec Aka! Shearfk Moment -ff I 227 228 2 3 .879 .818 ..485 _ .485 -2.303 -4.606 229 4 .756 .485 -6.909 230 5 .694 .485 -9.213 7 M5. ._ 1 1.388 .423 _ _ . 0 232 2 1.327 .423 -2.011 233 3 1.265 .423 -4.022 234 4 1.203 .423 -6.033 235 5 1 1.142 .423 -8.045 236 , 7 M6 1 .097 .433 -.402 _ 2 .097 .098 -2.061 238 3 .097 -.238 -1.622 239 _ _ - 4 .097 -.574 .915 240 5 .097 -.91 5.551 241 7 M7 1 .162 -.215 -3.661 242 2 .162 -.447 -2.234 243 3 .162 -.679 .193 244 4 .162 -.91 3.619 245 5 .162 -1.142 8.045 246 8 M1 1 - 191 .928 0 247 2 -.34 .928 -4.406 2 -.489 .928 -8.812 249 -.639 .928 -13.217 250 - _ -.788 .928 -17.623 ._2.51 8_ M2 11 4.892 1.122 _ 0 252 2 4=742 1.122 -5.331 2533 14.593 1.122 -10.663 254 4 4.444 1.122 -15.994 255 5 4.294 1.122 -2 .326 2 -.266 -.788 -17.623 257 2 -.266 -1.402 -12.468 2 -.266 -2.016 -4.423 259 4 -.266 -2.63 6.513 260 ,.‘ 5 -.266 -3.243 20.339 261 6 M4 2.28 1.179 0 262 21 2 31 1.179 -5.598 2 3 1.982 1.179 -11.198 264 4 1.833 1.179 - 6.794 ; 265 5 1.683 1.179 -22.392 266 8 M5 1 3.372 1.029 0 267 , 2 3.222 1.029 -4.888 268 3 3.073 1.029 -9.776 , i 269 4 , 2.924 1.029 -14.665 270 _ 5 2.774 1.029 -19.553 271 8 M6 1 1 .217 1.051 -.987 272 2 .217 .236 -5.008 273 .217 -.579 -3.937 274 4 .217 -1.394 2.227 275 .217 -2.209 13.484 1 276 8 -21 M7 1 .354 -.525 -8.908 1277 .354 -1.088 -5.43 278 3 .354 -1.65 .473 RISA-2D Version 13.0.0 [P: \19300\19150 Ryder TukwilaEng1Risa\Long Frame - Rev 01124 Page 10 Company c Designer .r1 .461110) Job Number : TECHNOLOCF5?ciIName : Oct 2, 2019 Checked By Member Section Forces (Continued) LC Member Label Sec Axial Shearik Monientlk-ft [ 279 _ 280 , 4 1 .354 5 .354 -2.212 -2.774 8.8 19.553 1281 M1 _ 1 .905 .696 0 282 2 .761 .696 -3.308 .617 .696 .615 284 4 .472 .696 -9.923 , 2 5 1 .328 .696 _ -13.231 286 9 M2 1 7.201 .88 0 287 2 j 7.057 .88 -4.181 288 3 6.913 .88 -8.361 289 4 67 68 . .88 -12.542 290 5 6.624 .88 -16.723 291 . . ,,, -.167 .328 -13.231 292 2 -.167 -.784 -12.157 293 3 -.167 - .897 -5.846 294 4 -.167 -3.009 5.702 295 5 -.167 -4.121 22.488 296 9 M4 1 4.985 .974 0 297 268 , f 4.841 _,_ _ _ 3 4.697 .974 .974 -4.627 -9.253 299 4 4.552 .974 -13.88 300 5 4.408 .974 -18.506 301 M5 1 [1 3.649 .861 .. _. 0 302 2 3.504 .861 -4.089 303 3 3.36 .861 -8.178 3.216 .861 -12.267 51 3.071 .861 -16.356 306 9 6 1 .238 2.503 5.765 307 2 .238 1.026 -5.261 i 3 .238 -.451 -7.059 309 4 .238 -1.927 .372 310 5 .2 8 -3.404 17.031 , 311 9 M7 1 .339 1.004 -1.475 312 2 .339 -.015 -3.608 313 3 .339 -1.034 - . 47 314 4 .339 -2.053 . 07 315 5 .339 -3.0716. 6 '316 10 Mi 1 -1.012 .906 0 317 2 -1.073 .906 -4.301 318 3 -1.135 .906 -8.603 [ 319 4 T -1.197 .906 -12.904 320 5 -1.258 .906 -17.205 21 10 , M2 1 1 2.632 1.076 0 322 2 2.57 1.076 -5.11 323 3I 2.508 1.076 -10.22 324 4 2.447 1.076 -15.331 325 5 2.385 1.076 -20.441 326 0 M3 1 -.267 -1.258 -17.205 327 2 I -.267 -1.511 -10.686 328 3 -.267 -1.764 -2.975 329 , ' -.267 -2.017 5.926 330 5 -.267 -2.27 16.02 RISA-2D Version 13.0.0 LP:19000\19150 Ryder Tukwil isa\ Long Frame - Rev 01.r2d] Paoe 11 2,..A NOLOGI Company ; Designer ob Numker s Model Name Oct 2, 2019 Checker! Byr., Member Section Forces (Continued) LC Member Label Sec Shearik Momen -ft 331 332 0 . M4 1 1 .218 2 .157 1.103 1.103 0 -5.24 334 _ 95 .0 4 .034 1.1 1.103 -10.479 -15.719 335 336 _ 10 M5 - 028 _ •_._ 1 2.429 1.103-20.959 .958 0 337 - 338 . 2 2.368 3 2.306 .958 .958 -4.549 -9.099 339 340 . . _ 4 2.245 5 2.183 .958 .958 -13.648 -18.197 ,_341 342 10 _ M6 iJ .177 .115 - 1 -4.421 . __ -4.092 2 .177 343 344 ._.177 4 .177 -. 7 -.892 -1.663 2.865 345 _ 5 .177 -1.228 9.492 346 10 M7 1 .317 - -11.467 347 2 .317 -1.488 -5.55 348 _ 3 .317 -1.72 1.366 4.1 .317 -1.951 9.282 350 5 .317 -2.183 18.197 351 M1 1 -.531 .298 0 352 2 -.531 .298 -1.414 „353 -.531 .298 . _ 28 -.28 _ ____ 354 4 -.531 .298 -4.242 -.1 .2 -5.656 i356 11 2 1 .35 .349 0 _ . .349 -1.657 _ 358 _ 3 .3 .349 -3.314 359 4 .35 .349 -4.971 5 .35 .349 -6.628 361 11 M3 1 -.077 -.531 -5.656 362 2 -.077 -.531 -3.156 363 3 J -.077 -.531 -.656 364 4 -.077 -.531 1.644 365 5 -.077 -.531 4.344 386 11 M4 1 -.411 .351 0 367 2 -.411 .351 -1.668 -.411 .351 - .3 7 369 4 ' -.411 ' .351 -5.005 370 5 - 411 . _ .351 -6.673 371 11 M5 1 .591 .304 0 372 2 .591 .304 - .442 7 .591 .304 -2.884 374 4 .591 .304 -4.326 '1 375 5i .591 .304 -5.768 i 376 11 M6 1 .054 -.181 -2.284 77 2 .054 -. 8 - . 53 378 3 .054 -.181 -.023 i 379 4 .054 -.181 1.108 380 5 .054 -.181 2.238 381 11 M7 1 I .111 -.591 -4.435 382 2 .111 -.591 -1.864 RISA-2D Version 13.0.0 EPA19000119150 Ryder Tukwila \Eng\Risa\Long Frame - Rev 01.r2d] Page 12 edre,r-P2S TECHNOLOGI Company Oct 2, 2019 Designer Job Number : Checked By. Mode! Name Member Section Forces (Continued) LC Member Label 83 384 385 Se M Axielikl 3 1 ,111 4 .111 5 1 Shearfkl Momentpt-ft] -.591 -.591 -.591 .666 3.217 5.766 .68k Loads: EL - Earthquake Load Results for LC 3, (1.2 + 0.2 SDS)DL + 3 (QE + 0.2 SL (omega = 3.0) M3 .61k N4 SK - 1 Oct 2, 2019 at 11:24 AM Moment Frame Transverse Direction Short Frame - Rev 01.r2d Company Designer : ob Number : del Name Oct 2, 2019 Checked By Hot Rolled Steel Section Sets Label Shame HSS 6x6x3/8 Columns IHSS6x6x6 HSS 8x6x3/8 Beams HSS8x6x6 Joint Coordinates and Temperatures Ty Design List Column SquareTu.. Beam Tube Material Design R... A IlinZI 1(90,27...1(0,1180), A500 Gr.B Rect Typical ] 7.58 T 39.5 1 39.5 A500 Gr.B Rect Typical 8.97 50.6 79.1 Label X Y ft Tem 1 N1 0 0 2 N2 0 19 0 N3 9 0 0 4 N4 9 19 0 Joint Boundary Conditions Joint Label X Pc/in] Y ponl Rotate nik-ft/radl Reaction Reaction Reaction Ni N3 Reaction Reaction Joint Loads and Enforced Displacements (BLC 1 : EQ) Footing Joint Label N2 N4 LDM L L Direction X X tvlagnitudelikk-f1),,rad), (les"21f.,. .68 .61 Member Distributed Loads (BLC 2: DL) Member Label Direction Start Magnilude[kOLF] End Magnitudelk/ft... Start Location[11,551 End Locationfft,%1 1 1 M3 j Y -.028 -.028 1 0 0 Member Distributed Loads (BLC 3: SL) Member Label Direction Start Mak/ F End M "turi Startcation ft% End on ft 551.... M3 Y -.05 -.05 1 0 Load Combinations 0 Desc tion Solve P... S... B... Fac..B... Fac..B... Fac..B... Fac.,B.., Fac..B... Fac..B... Fac..B... Fac... 1 (1,2 -1- 6,2 SDS) DL + 1.3 OE + 0,2 st. (rh... Yes Y4 2 1.2 2 .19 1 1.3 , 3.r1..2 i - I 2 (0.9-0.2 SDS)DL + 1.3 QE (rho = 1.3) Yes Y . 2 .9 2 -.19 1 1.3 3 (1.2+ 0.2 SDS)DL + 3 (QE) +0.2 SL Om-. Yes Y 2 1.2 2 .19 1 3 3 .2 4 (0.9 - 0.2 SDS) DI + 3 QE (Omega = 3.0) Yes Y 2 .9 2 -.19 1 3 5 (to + 0.14 SDS) DL + 0.7 (1.3) QE (rho '.. Yes Y 2 1 2 .133 1 .91 „ 6 (1.0+ 0.10 SDS) DL +0.75 (0.7) (1.3) QE.• Yes Y 2 1 2 .095 •683 3 .75, 7 (0.8 - 0.14 SDS) DL + 0.7 (1.3) QE (rho = ... Yes Y 2 .6 2 -.133 1 .91 8 (1.0 + 0.14 SDS) DL +0:7 (3)0E (Omega.. Yes Y 2 1 2 .133 1 2.1 . 9 (1.0+ 0.10 SDS) DI. +0.75 (0.7)(3) QE +- Yes Y I 2 1 2 ,.085 1 1.5.. 3 .75 10 (1,0 + 0.14 SDS)DL +0.7 (3) QE (Omega.. Yes Y : 2 .6 2 -.133 1 2.1 i 11 0.7 QE . Yes Y 1 .7 RISA-2D Version 13.0,0 [P:119000\19150 Ryder Tukwila \Eng \Risa\Short Frame - Rev 01.r2d] Page 1 Company r/.1r-PRES Designer Job Number TECHNOLOGIES Model Name Oct 2, 2019 Checked By. Joint Reactions LC Joint Label X Y MZ Ik-ft 1 1 N1 -1.331 -.95 13.248 2 1 N3 -.346 3.266 0 3 1 Totals: -1.677 2.316 r 4 5 1 _ 2- : C Ni N X: 4.5 _ . Y:12.99 -1.525 .5 6 2 N3 -.343 2.662 0 7 2 Totals: -1.677 1.137 8 2 COG (ft): X:4.5 Y: 12.747 9 3 Ni -3.16 -3.699 30.627 10 3 N3-.71 . _ 6.016 0 11 3 Totals: -3.87 2.316 12 3 COG (ft): X:4.5 Y: 12.99 _ 13 4 Ni - . -4.259 30.474 14 4 N3 -.712 5.396 0 15 4 Totals: -3.87 1.137 16 4 COG (ft): X: 4.5 Y: 12.747 17 5 Ni -.926 -.564 9.249 18 N3 -.248 2.379 0 19 5 Totals: -1.174 1.815 20 5 COG (ft): X: 4. Y: 12.747 21 6 Ni -.687 -.064 6.933 22 6 N3 -.194 2.155 0 23 6 Totals: -.881 2.091 24 6 COG (jO: X: 4.5 Y: 13.756 _ 25 7 Ni -.928 -1.088 9.22 26 _ N3 -.246 .836 0 27 7 Totals: -1.174 .748 28 7 COG ( ): X:4.5 r 12.747 29 8 Ni -2.182 -2.484 21,383 30 8 N3 -.527 4.299 0 31 8 Totals: -2.709 1.815 32 _ COG(ft): X: 4.5 Y: 12.747 33 9 N1 -1.62 -1.506 16.047 34 9 N3 -.412 3.597 0 35 9 Totals: -2.032 2.091 36 9 COG(ft): X:4.5 Y: 13.756 37 10 N -2.181 -2.999 2 .294 38 10 N3 -.528 3.747 0 39 _ 10 _ Totals: -2.709 .748 _ 40 10 COG (ft): X: 4.5 Y: 12.747 41 11 Ni -.713 -1.12 7.078 42 11 N3 -.19 1,12 0 : 43 11 Totals: -.903 0 44 11 COG (ft): NC NC Envelope Joint Reactions Joint N1 max , -.687 min -3.16 LC Y pq LC 6 -.064 6 3 -4259 4 Moment tk-ft) 30.627 6.933 LC 3 6 RI A-2D Version .0.0 (PA1 00\19 150 Ryder TukwilalEng isa\Short Frame- Rev 01.r2d] Page 2 r T Company Designer Job Number e E E MO del Name Oct 2, 2019 Checked By, Envelope Joint Reactions (Continued) Joint X91 LC YFk1 LC Moment k-ft LC 3 N3 . max I -.19 _ 11 1 6.016 3 I 0 1 4 Min -.712 4 1.12 11 0 1 Totals: max -.881 6 1 2.316 _ 6 _ min -3.87 4 ' 0 11 Joint Deflections LC Joint Label X Ir Y n Rotaion I,a 1 1 Ni 0 0 0 2 1 N2 1.68 .002 -2.231e-3 3 1 N3 0 0 -1.095e-2 4 1 N4 1.68 -.004 -1.786e-4 5 2 Ni 0 0 0 6 2 N2 1.666 .002 -2.129e-3 7 M11.11MMIlli 0 0 -1.082e-2 8 2 N4 1.666 -.003 -2.641e-4 3 Ni9 0 0 I 0 10 _ 3 N2 _ 3.867 .005 -4.932e-3 11 3 N3 0 0 -2.51e-2 12 3N4 3.867 -.007 -6.226e-4 13 4 Ni 0 0 0 , 14 4 N2 3.841 .006 -4.814e-3 i. 1.5 4 N3 0 0 -2.489e-2 16 4 _ N4 3.841 -.007 -7.056e-4 17 0 0 _ 0 , 1.173 .001 -1.563e-3 0 0 -7.65e-3 20 1.173 -.003 -1.198e-4 21 MIME 0 0 0 __ _ 22 .887 0 -1.268e-3 23 24 6 6 IIIIIMEMIIII 0 .887 0 -5.827e-3 -.002 _ -1.077e-6 26 WIMMIIMIllini 0 0 0 26 W111111111111111111= 1.164 .002 -1.485e- 27 MINICE.11 0 0 -7.556e-3 28 1.164 -.002 -1.875e-4 _T , 29 NIIIIIIIIIIIII 0 0 I 0 30 2.7 .004 -3.448e-3 31 8 0 0 -1.753e-2 32 8 N4 2.7 -, 5 -4.298e-4 t 33 _ N10 34 9 N2 2.034 .002 -2.664e-3 - 5 9 N3 0 0 j -1.325e-2 - 6 9 N4 2.034 -.004 -2.34e-4 a. 10 N2 2.683 .004 -3.361e-3 39 10 N3 0 0 T -1.739e-2 40 10 N4 2.684 -.005 -4.96e-4 41 11 N1 0 0 0 42 N2 .8 .001 -1.le-3 43 11 N3 9. 0 1 -5.762e-3 RISA-2D Version 13.0.0 [P: \ 19300\19150 Ryder Tukwilaeng Risa\ Short Frame - Rev 01.2d] Page 3 ri2ES T E CNN01.0G Company Designer Job Number : E $ Model Name Oct 2, 2019 Checked By. Joint Deflections (Continued) LC Joint Label I 44 I 11 I N4 Member Section Forces X tin] Y tin] .891 j -.001 Rotation [rad] -1.808e-4 1 LC Member Label Sec Aidal Sat1k Mo men -ft 1 1 M1 1 -.95 . 6 13.248 2 2 -1.133 1.316 6.998 -1.3161.316 .747 4 4 -1.499 1.316 -5.503 5 -1.6825 1.316 -11.753 6 1 M2 1 3.2 .38 0 7 2 3.083 .38 -1.804 8 3 2.899 .38 -3.608 9 4 2.7 6 .38 -5A 2 10 5 2. .38 -7216 11 M3 1 -.447 -1.682 -11.753 12 - -.447 -1.895 -7.729 13 3 I -.447 -3.226 14 4 -.447 •-2.108 -2.32 ._ 1.756 15 . _ 5 I -.447 -2.533 7.216 16 2 M1 1 -1.525 1.314 13.195 17 2 1 -1.618 1.314 6.954 ie _ - 3 - ,-- -1.712 1.314 .713 1.314 -5.528 19 4 -1.805 20 -1.899 1.314 -11.768 21 _ 2 M2 1 -r 2.662 .372 0 22 2 25 .372 -1.767 23 31 2.475 .372 -3.535 24 4 2.381 .372 -5.302 25 5 1 2.287 .372 -7.07 26 , M3 1 -.45 -1.899 -11.768 27 2 -.45 -1.996 -7.387 28 3 -.45 -2.093 -2.787 29 4 -.45 -2.19 2.0 2 30 5 -.45 -2.287 7.07 -3.699 3.05 30.627 32 _ 2 -3.883 3.05 16.139 33 3 -4.066 3.05 1.652 34 4 -4249 3.05 -12.836 35 _ -4.432 3.05 -27.323 36 3 M2 1 6.016 .863 0 37 5.833 .863 -4.099 38 3 5.649 .863 -8.198 39 4 5.466 .863 -12.298 40 5.283 .863 -16.397 41 3 M3 1 -1.12 -4.432 -27.323 42 _ 2 -1.12 -4.645 -17.111 4 -1.12 • . 58 -6.421 44 4 -1.12 •-5.071 4.749 45 5 -1.12 -5.283 16.397 46 4 M1 1 . -4259 3.038 30.474 RISA-2D Version 13.0.0 [P:\19000\19150 Ryder Tu a ng\RisalShort Frame - Rev 01.r2d] Page 4 Company Designer Job Number TECHNOLOGIES Model Name Oct 2, 2019 Checked By. Member Section Forces (Continued) LC Member Label Sec Axial Shearfk Momen -ft 47 48 2 -4.352 3 -4.446 3.038 3.038 16.043 1.612 49 4 -4.539 3.038 -12.818 50 5 -4.633 3.038 -27.249 . M2 , _ 5.3% .853 0 52 2 5.302 .853 -4.049 5 5.209 .853-8.099 54 4 5.115 .853 -12.148 55 5 5.022 .853 -16.198 56 4 M3 1 -1.118 -4.633 -27.249 57 -1.118 -4.73 -16.716 58 - 3 -1.118 -4.827 -5.963 .. -1.118 - -- -4_ .925 5.008 -5.022 60 5 -1.118 16.198 _ -. 4 .918 9.249 62 2 -.714 .918 4.886 63 , -.863.918 .524 64 4 -1.012 .918 -3.839 65 5 -1.162 1 .918 -8.202 66 5 M2 1 2.379 .265 0 67 2 2.23 .265 -1.261 68 3 2.08 .265 -2.522 - 1.931 .265 -3.783 .6 70 5 1.782 .265 -5.044 -.307 -1.1 -8.202 72 2 -.307 -1.317 -5.413 73 74 3 -.307 4 -.307 -1.472 _ -1 627 -2276 1.21 75 5 -.307 -1.782 5.044 76 6 M1 1 -. 4 .685 6.933 77 2 -.208 .685 3.679 78 -.353 .685 .425 _ 79 ..... . 4. - 497 ,_ __ -2 83 . _ ...., 80 5 -.641 .685 -6.084 81 6 M2 1 2. .205 0 2 2 2.011 .205 -.976 83 3 1.867 .205 -1.951 84 4 1.722 .205 -2.927 85 5 1.578 .205 -3.902 86 6 M3 1 -.223 -.641 -6.084 87 2i -.223 -.875 -4.378 88 3 -.223 -1.11 -2.145 89 . . 4 -.223-1.344 .615 90 5 -.223 -1.578 3.902 91 7 MI 1 -1.088 .918 9.22 92 2 - . 5 .918 4,859 94 4 -1273 .918 -3.864 95 5 -1.335 .918 -8.226 96 M2 1 1.836 .26 0 97 , 2 1 1.775 .26 -1.234 98 3 1.713 .26 -2.468 RISA-2D Version 13.0.0 [P:\19000119150 Ryder Tukwila‘EnglRisaN Short Frame - Rev 01.2d] Page 5 Company Designer : Job Number : Model Name Oct 2, 2019 Checked By. Member Section Forces (Continued) LC Member Label Sec Axial Shearik Momentlk-ft 100 • 1.652 5 1.59 .26 .26 -3.702 -4.936 01 7,, M3 1 1 -.309 -1.335 -8.226 102 2 -.309 -1.398 -5.151 103 3j -. - .462 -1.932 104 4 -.309 - . 26 1.43 105, _ , 5 -.309-1.59 4,936 106 8 Mi 1 -2.484 2.129 21.383 107 2 1 -2,634 2.129 11.269 108 3 -2.783 2.129 1.155 109 -2.932 2.129 -8.959 110 5 -3.082 2.129 -19.073 H1L8. M2 . 4.299 .603 0 _ . _ 112 2. 4.15 .603 -2.864 113 3 4 .603 -5.727 114 , 4 3.851 .603 -8.591 115 , 3.702 .603 - 1.454 116 8 M3 1 -.754 -3.082 -19.073 117 2 -.754 -3.237 -11.964 1 18 3 -.754 -3 392 -4.507 119 4 1 -.754 -3.547 3.299 120 5 -.754 -3.702 11.454 1-2-2. 2 -1.65 1.595 8.473 [123 -1.795 1.595 .8 99 , 124 4 -1.939 1.595 -6.675 125 _ -2.083 1.595 -14.249 126 9 2 1 3.597 _ .459 0 127 2 I A .459 -2.179 128 3 3.309.459 . 59 129 4 3.165 .459 -6.538 130 5 3.02 .459 -8.717 1319 M3 1 -.549 -2.083 -14.249 132 2 -.549 -2.318 -9.298 133 3 1 -.549 -2.552 -3 82 134 4 -.549 -2.786 2.185 -.549135 5 -3.02 8.717 136 10 Mi 1 -2.999 2.123 21.294 137 , 2 j -3.06 2.123 11.21 . 38, 3 _ -3.122 2.123 1.126 ,1 139 4 -3.183 2.123 -8.958 140 5 -3.245 2.123 - 9.043 141 10 2 1 3.747 .595 0 142 _ 1 3.685 .595 -2.828 143 3 j 3.624 .595 -5.657 144 4 3.562 .595 -8.485 145 5 1 3.501.595 -11.314 ,146 10 M3 1 -.753 -3.245-19.043 147 2 -.753 -3.309 -11.669 r - 149 150 , _ -.753 -.753 5 -.753 -3.373 -3.437 -3.501 -4.152 3.509 11.314 RISA-2D Version 13.0.0 [P:\19000\191 50 Ryder Tukwila\Eng\Risa\Short Frame - Rev 01.r2d] Page 6 TECHNOLOGI Company Designer Job Number s Model Name Oct 2, 2019 Checked By. ber Section Forces (Continued) LC Member Label Sec Axial Sarfk Moment 1 151 152 11 M1 1 2 1 i -1.12 -1.12 .706 .706 7.078 3.723 I 18,i. . 3 .. 4 1 -1.12 -1.12 .706 .706 .368 -2.986 155 5 -1.12 .706 -6,341 .. 156 11 M2 1 1.12 .197 0 157 2 1.12 .197 -.935 I - 158 ' 3 1.12 .197 -1.869 159 4 1.12 .197 -2.804 i 160 5 1.12 .197 -3.739 Lii M3 -.237 -1.12 -6.341 162 2 -.237 -1.12 -3.821 163 . . 3 j -.237 2-1.1 -1.301 F16-44 -.237 -1.12 1.219 1 -.237 -1.12 3.739 Envelope Member Section Forces Member Sec Axial LC Shea Is LC Moment -ft LC 1 2 3 4 M1 i T 1 2 3 max -.C64 -4.259 -.208 -4.352 -.353 6 4 6 3.05 .685 3.05 .685 3.05 , 3 6 3 6 3 30.627 6.933 16.139 3.679 3 6 3 6 min max ' min max i 1.652 6 in -4.446 ,685 .368 11 7 4 max -.497 6 3.05 3 -2.83 6 min -4.539 4 .685 6 -12.836 9 J 5 max -.641 6 3.05 3 -6.084 6 10 min -4. 633 4 .685 6 -27.323 11 M2 1 max , 6.016 3 .863 3 12 min 1.12 11 .197 11 0 13' 2 max 5,833 3 .863-.935 11 14 min 1.12 11 .197 11 .0 15 3 nlax 5.64 .863-1.869 11 16 1 min 1.12 11 .197 11 -8.198 3 171 4 max ',. 5.466 3 .863 3 -2.804 11 18 min 1.12 11 .197 _ 11 -12.298 19max j 5.283 3 .863 3 -3.739 11 20 min 1.12 11 .197 11 - 6.397 21 M3 1 1 rnax , -.223 6 '3 -.641 6 -6.084 6 22 23 $ i 2 nhin max! -1.12 -.223 6 -4.633 -.875 _ 4 6 -27.323 -3.821 3 11 24 min -1.12 3 -4.73 4 -17.111 3 25 3 max -.223 6 -1.11 6 -1.301 11 26 min -1.12 3 -4.858 3 -6.421 3 1, 27 4 max I -.223 6 -1.12 11 5.008 4 28 _j, _ min -1.12 3 -5.071 3 .615 6 29 5 , max , -.223 6 -1.12 11 16.397 3 ' 30 min -1,12 3 -5.283 3 3.739 11 RISA-2D Version 13.0.0 [P:\19000\19150 Ryder TukwilaEng\Risa\Short Frame - Rev 01.r2d] Page 7 13228 NE 20th Street, Phone (425) 614-0949 Bellevue, WA New Document Date: March 5, 2021 Project: Ryder Tukwila Address: 17850 West Valley HWY Permit Application #: D19-0393 AUE No: 19150 RE: Response to permit review comment Dear reviewer, Suite 100, Fax (425) York, NY Bellevue, WA 98005-2049 614-0950 :712C E.1-,11-=_Li C;TY 0;71-U:(11,'11 1/' On March 01, 2021 we received your "City of Tukwila— First Review" relative to our Ryder Tukwila project that is located at the above referenced address. Please see the below list of comment responses. Your comments are in regular type followed by our responses in bold. Building Department: Comment : " Sheet S1.00 shows a 24" mat slab w/ #7 bars reinforcing at 8" O.C. E.W. But sheet S2.02 shows mat slab 6" min. thick slab with #4 rebar at 14" mid depth and each way" Response: On Sheet S1.00 the 24" thick mat foundation was incorrectly referred to us a mat slab. This has been corrected in the updated structural drawings. The 6" slab that is shown on sheet S2.02 will be poured over the mat foundation and is not meant to replace the mat foundation. I hope this letter is sufficient for your needs at this time. If you need any additional information or have any questions, please do not hesitate to call. Sincerely, Solomon Haile, P.E. (WA) Project Engineer solomonh@au-eng.com (425) 614-0949 ext. 112 (425) 440-0166 — Directs CORREC ION UR* 11) REVI0i§891-1 Dig- 0393 r• NAVIX SI' E I GvIL, January31, 2020 Joanna Spencer City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 11235 s.e. 6th street, suite 150 bellevue, wa 98004 navixeng.com Subject: Permit Application # D19-0393 Ryder Tukwila Civil Comment Response Letter #1 Dear Joanna: t 425.453.9501 f 425.453.8208 e info@navixeng.com RECEIVE CITY OF TUKVVIL,4, FEB 12 7O7n PERMIT CERTF' Thank you for the review and comment letter you prepared on January 22, 2020. Below please find out responses to the issues you raised in your comment letter: Public Works Plan Comments CORR TION I TR# 1. Since there were no spot elevations on the civil site plans, please provide a brief narrative, if the curb removal along the north property line will alter the drainage pattern of the site. Response: Spot elevations from the project survey have been added to the plan. Drainage patterns will be maintained, where runoff will surface flow to the two existing ponds located at the SE and NE corners. It appears the original intent of the drainage design was to surface flow to the north and south landscaped areas, which slope gently towards the SE and NE ponds. Extruded curb may have been added in some areas that now block the surface flows and create areas of ponding. Gaps will be added along the curb lines to prevent surface runoff from being blocked. 2. Since Public Works permit fee is based on the percentage of site work construction cost, please enter the cost estimate of erosion control and paving on the 1st page of the attached PW Bulletin A2. Response: A TESC and paving cost has been entered on A2. The amount was determined using the King County Bond Quantity Worksheet, with a value of $546 for TESC and $27,269 for paving. The BQW worksheet is also attached for your review. We hope you find the resolution of the review comments acceptable. Please feel free to contact me with any questions or coordination items you have at (425) 458-7900 or joe@navixeng.com. Ryder Tukwila Comment Response_20200131.docx Dm obits Page 2 Joanna Spencer January 31, 2020 Sincerely, Joe Taflin, P.E., LEED AP Principal joe@navixeng.com PS - 118th Ave - UE Comment Reposnse_20191212 docx City of Tukw Department of Community Development January 22, 2020 CHASE NORDHOY 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0393 RYDER TUKWILA - 17850 WEST VALLEY HWY Dear CHASE NORDHOY, 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: PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. I) Since there were no spot elevations on the civil site plans, please provide a brief narrative, if the curb removal along the north property line will alter the drainage pattern of the site. 2) Since Public Works permit fee is based on the percentage of site work construction cost, please enter the cost estimate of erosion control and paving on the 1st page of the attached PW Bulletin A2. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D19-0393 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0393 DATE: 03/17/21 PROJECT NAME: Ryder Tukwila SITE ADDRESS: 17850 West Valley Hwy Original Plan Submittal X Response to Correction Letter # Rcyt ip.nq'# before Permit Issued X ' Revi ion # 1 after Permit Issud DEPARTMENTS: aj Building Division 1 Fire Prevention Public Works n Structural C Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 03/18/21 Not Applicable n Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required n Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/12/21 C Fire Fees Apply Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ID Ping ❑ PW 0 Staff Initials: DATE: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19 0393 DATE: 02/18/2021 PROJECT NAME: Ryder Tukwila SITE ADDRESS: 17850 West Valley Hwy Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 2 after Permit Issued DEPARTMENTS: 614 Itut) C., 3-04 I Building Division N. P 11S AVJ 3 11 (a` lic Works KV\ / tvL- Fire Prevention Structural 2/78-1/4/ #16 /9-1k 22Ia Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Corrections Required Lil LI DATE: 02/23/21 Structural Review Required DATE: n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 04/20/21 Fire Fees Apply El Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ' • CORRECTION LETTER Departments issued corrections: Bldg D Fire ping PW Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0393 PROJECT NAME: Ryder Tukwila SITE ADDRESS: 17850 West Valley Hwy DATE: 0 /27/2021 Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division 110, ,s NA o(Igia) ?ublic Works 111\ kki (— F re Prevention Structural S Planning Division Permit Coordinator 2/Z 2/2/ PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/28/21 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) DUE DATE: 03/25/21 Approved with Conditions ri Fire Fees Apply 1:1 Denied (ie: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: ° Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERM!T COORD COPY° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0393 DATE: 02/12/2020 PROJECT NAME: RYDER TUKWILA SITE ADDRESS: 17850 WEST VALLEY HWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division '1).A()2c VAV Fire Prevention Structural Planning Division Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 02113/2 0 Structural Review Required REVIEWER'S INITIALS: 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 r REVIEWER'S INMALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire 0 Ping D PW EJ Staff Initials: 12/18/2013 ERM!T COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0393 PROJECT NAME: RYDER TUKWILA SITE ADDRESS: 17850 WEST VALLEY HWY X Original Plan Submittal Response to Correction Letter # Revision # DATE: 12/13/2019 Revision # before Permit Issued after Permit Issued DEPARTMENTS: uilding Divisio ublic Works MV\ Fire Preven ion Structural Planning Division Permit Coordinator 161 PRELIMINARY REVIEW: Not Applicable 0 (no approval/review required) REVIEWER'S INITIALS: DATE: 12/17/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 1/14/2020 Approved with Conditions 0 Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire 0 Ping Staff Initi s: 12/18/2013 flak City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TulcwilaWA.gov REVISION SUBMITTAL RECEIVED CITY OF TUKWILA t.:AR 1 7 1. 4 PERMIT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3/1 6/2021 Plan Check/Permit Number: D19-0393 Response to Incomplete Letter # E Response to Correction Letter # 1, REVISION #1 Project Name:_ RYDER TUKWILA Project Address:_17850 WEST VALLEY HWY Contact Person: Chase Nordhoy Phone Number: 425-463-6619 Summary of Revision: Please see attached response letter. Sheet Number(s): S1.00, S2.02 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 03 / /D- CAUsersRachelle-R DownloadsTorrection Submittal Form D20-0277 ( I )4oe Revised: August 2019 vik 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.TukwilaWA,gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: 02/12/2021 Plan Check/Permit Number: D19-0393 fl Response to Incomplete Letter # El Response to Correction Letter # Revision # 2 after Pei mit is Issued E] Revision requested by a City Building Inspector or Plans Examiner Lil Deferred Submittal # 1:4 Project Name: Name: Ryder Tukwila Project Address: 17850 West Valley Highway, Tukwila WA 98188 RECEIVED CITY OF TUKWILA FEB 1 8 2J21 PERMIT CENTER Contact Person: Chase Nordhoy Phone Number: 425-463-6619 Summary of Revision: During demolition it was discovered that the insulation surrounding the office had mold and there was no existing WRB or sheathin . We have revised the plans and details to include a new WRB, sheathing (where necessary), and min R-19 insulation on the office side of the building to meet the 2015 WSEC prescriptive minimum. In addition, the City of Tukwila requested we add language to plans indicating the pit closure. These notes can be found on sheet A0.01. Everything in this revision is clouded under delta #9. Sheet Number(s): G0.00, A0.01, A2.01-2, A3.01-2, A7.01, A8.03 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on IN: Permit Center Templatevforms,Revision Submittal Form.doc Revised: August 2015 lwr' 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.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 01 /25/2021 Plan Check/Permit Number: D 19-0393 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Ryder Tukwila Project Address: 17850 West Valley Highway, Tukwila WA 98188 Contact Person: Chase Nordhoy t_� 1VED " OF TUKWILA JAN 2 / 2021 CENTER Phone Number: 425-463-6619 Summary of Revision: Foundation of the metal garage canopy has been changed to a mat foundation from a pile foundation. This revision is noted as delta 3 in the revision block. Included are 4 copies of the plan revisions, 2 copies of the structural calculations, and 1 copy of the geotechnical report. Sheet Number(s): G0.00, A2.00, A4.01, S0.01, S1.00, S1.01, S2.01, S2.02, S2.03 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 0/ /� —6/ WPPermit Center'Templates',Forms‘Revision Submittal Formdoc Revised: August 2015 Pk\ 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.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 02/12/20 Plan Check/Permit Number: D19-0393 LI Response to Incomplete Letter # [E] Response to Correction Letter # 1 fl Revision # after Permit is Issued [1] Revision requested by a City Building Inspector or Plans Examiner El Deferred Submittal # RECEIVED CITY OF TUKWIL FEB 122020 PERMIT CENT} Project Name: Ryder Tukwila Project Address: 17850 West Valley Hwy Contact Person: Chase Nordhoy Phone Number: 206-324-4800 Summary of Revision: Spot elevations have been added to civil plans, two copies of sheets C-1.0, C-2.0, C-2.1. A TESL and paving cost have been entered on Public Works Bulletin A2. Sheet Number(s): 0 C-2 "Cloud" or highlight all areas of revision including date ofrevision Received at the City of Tukwila Permit Center by: I] Entered in TRAKiT on C: \ Users \bill-r1Desktop \Revision Submittal Formllot Revised August 2015 1(7/2021 1111k, la Labor & Industries _(https://lni.wa.go). bKIRTLEY-COLE ASSOCIATES KIRTLEY-COLE ASSOCIATES LLC Owner or tradesperson Principals LEWINSKI, MARK W, PARTNER/MEMBER KIRTLEY, RALPH R, PARTNER/MEMBER (End: 01/01/2009) Doing business as KIRTLEY-COLE ASSOCIATES LLC WA UBI No, 602 442 850 2820 OAKES AVE STE B EVERETT, WA 98201-3667 425-609-0400 SNOHOMISH County Business type Limited Liability Company Governing persons RALPH R KIRKLEY MARK LEWINSKI; TODD NELSON; 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. KIRTLAL951BC Effective — expiration 01/03/2005— 01/03/2023 Bond TRAVELERS CAS & SURETY CO Bond account no. 104408303 $12,000.00 Received by L&I Effective date 01/03/2005 12/30/2004 Expiration date Until Canceled Insurance Valley Forge Ins Co $1,000,000.00 Policy no. 4024636774 Received by L&I Effective date 06/28/2020 07/01/2020 Expiration date 07/01/2021 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 by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements https://secure.lni.wa.gov/verify/Detail.aspx711B1=602442850811C=KIRTLAL951BC&SAW= 1/3 SITE N VICINITY MAP N.T.S. } tp' Y?4 i t„N%S <i*'S;a3s~*•,, !,.'� r Ms ° ( i �� tit '� • �t N LOCATION MAP N.T.S. LEGAL DESCRIPTION TAX LOT NO: 8811180199 ZONING: COMMERCIAL LIGHT INDUSTRIAL (CLI) OVERLAY: NIA ZONING MAP: N/A PLAN DISTRICT: CITY OFTUKWILA COMP PLAN: YES TITLE DESCRIPTION: PARCEL B OF CITY OF TUKW ILA SHORT PLAT NO 88-3SS RECORDING NO 8811180199 SO SITE SHORT FIAT DAF - FOR OF GOV LOT 2 & OF NE 114 OF NW 1/4 - BEG INTSN OF E MGN OF WEST VALLEY HWY SR 181 & LN 480 FT N OF & PLT MEAS AT R/A TO CIL OF S 180TH ST SW 43RD ST TH S 88-21-00 E TO W MGN OF PUGET SOUND POWER & LIGHT TRANS LN RAN PUGET SOUND ELECTRIC R/W THENCE N 01-26-00 W 306.44 FT M/L TAP OF INTSN WITH A LN 786 FT N OF & PLW CIL OF S 180TH ST TH N 88-21-00 W TO E MGN OF WEST VALLEY HWY SR 181 TH S 02-26-02 E 306.78 FT M/L TO POB TENANT IMPROVEMENT TO DEMOLISH AND RECONFIGURE PORTIONS OF THE FIRST AND SECOND FLOORS, INCLUDING NEW FINISHES AND PAINT ON UNDEMOLISHED PORTIONS. DETATCHED AWNINGS WILL BE ADDED OVER THE SHOP BAY DOORS. SHEETINDEX r]FNFRCI G0.00 COVER SHEET G0.01 PROJECT INFORMATION & ANNOTATION KEY G0.02 OCCUPANCY &EXIT PLANS G0.07 JACCESSIBILITY DETAILS SURVEY 1/2 ALTA/NSPS LAND TITLE SURVEY 2/2 ALTA/NSPS LAND TITLE SURVEY NVII C-2.0 TE.S C-2.0 CIVIL SI CIVIL SITE PLAN IC-2A SITE DETAILS A0.00 SITE DEMOLITION PLAN A0.01 FLOOR DEMOLITION PLAN - LEVEL 01 A0.02 FLOOR DEMOLITION PLAN - LEVEL 02 A0.03 RCP DEMOLITION PLAN - LEVEL 01 A0.04 RCP DEMOLITION PLAN - LEVEL 02 A1.00 SITE PLAN A2.00 FLOOR PLAN - LEVEL 01 A2.01 FLOOR PLAN - LEVEL 02 A2.10 REFLECTED CEILING PLAN - LEVEL 01 A2.11 REFLECTED CEILING PLAN - LEVEL 02 A2.20 FLOOR FINISH PLAN - LEVEL 01 _ A2.21 FLOOR FINISH PLAN - LEVEL 02 A2.31 WALL FINISH PLAN - LEVEL 01 A2.32 WALL FINISH PLAN - LEVEL 02 A3.01 EXTERIOR ELEVATIONS A3.02 EXTERIOR ELEVATIONS A4.01 BUILDING SECTIONS A5.01 INTERIOR PLANS & ELEVATIONS FILE CnPv A5.02 INTERIOR PLANS & ELEVATIONS A5.03 INTERIOR PLANS & ELEVATIONS A5.04 INTERIOR ELEVATIONS PidniviiM dppfovat is 5UVpCrto--e?WM-a A5.05 CASEWORK DETAILS,,i authorize the violation of any assisted ordinance. Receipt of approvad Fielo Copy A5.06 CASEWORK DETAILS A7.01 DOOR & W IND_OW SCHEDULE - CO"Imns is amnowtodw: A7.02 FINISH SCHEDULE Y A8.01 WALLASSEMBLIES A8.02 INTERIOR DETAILS 1 r o unvw A8.03 EXTERIOR DETAILS S0.01 GENERAL NOTES & ABBREVIATIONS S1.00 FLOOR PLAN S1.01 ROOF FRAMING PLAN S2.01 SECTIONS & ELEVATTONS S2.02 _ DETAILS S2.03 DETAILS M0.01 MECHANICAL LEGEND AND NOTES M0.02 MECHANICAL SCHEDULES M1.01 HVAC DEMOLITION FLOOR PLAN - LEVEL 01 M1.02 HVAC DEMOLITION FLOOR PLAN - LEVEL 02 M2.01 HVAC FLOOR PLAN - LEVEL 01 M2.02 HVAC FLOOR PLAN - LEVEL 02 ,P0.01 PLUMBING LEGEND, SCHEDULES AND NOTES P1.01 PLUMBING DEMOLITION FLOOR PLAN - LEVEL 01 P1.02 PLUMBING DEMOLITION FLOOR PLAN - LEVEL 02 P2.01 PLUMBING FLOOR PLAN - LEVEL 01 P2.02 PLUMBING FLOOR PLAN - LEVEL 02 CLCU I KJUAL E0.0 TITLE SHEET, LEGEND AND SCHEDULE E0.1 RISER DIAGRAM & PANEL SCHEDULES E0.2 SCHEDULES E1.0 ELECTRICAL SITE PLAN EDIA LEVEL 01 ELECTRICAL DEMOLITION PLAN ED1.2 LEVEL 02 ELECTRICAL DEMOLITION PLAN ED2.1 LEVEL 01 LIGHTING DEMOLITION PLAN ED2.2 LEVEL 02 LIGHTING DEMOLITION PLAN E1.1 LEVEL 01 POWER/COMMUNICATIONS PLAN E1.2 LEVEL 02 POWER/COMMUNICATIONS PLAN E2A LEVEL 01 LIGHTING PLAN EZ2 LEVEL 02 LIGHTING PLAN E3.1 LEVEL 1 MECHANICAL CONNECTIONS PLAN E3.2 LEVEL 2 MECHANICAL CONNECTIONS PLAN E4.0 ELECTRICAL DETAILS E5.0 ELECTRICAL SPECIFICATIONS RECEIVED CITY OF T Ui.k".1tL". PERMIT CENT1 ',R DELEGATED DESIGN BID ALTERNATES PERMIT NUMBER THE GENERAL CONTRACTOR SHALL SCHEDULE A FIRESTOPPING MEETING WITH THE BUILDING INSPECTOR AND ALL SUBCONTRACTORS THAT WILL BE INSTALLING FIRESTOPPING BID ALTERNATE #1: EXTERIOR AWNING - INCLUDES FOUNDATION, PILES, CONSTRUCTION D19-0393 ottvork wonout prior approval of fib Tukwila Sodding Division, MATERIALS. EACH SUBCONTRACTOR WILL PROVIDE A LIST OF FIRESTOP MATERIALS I COLUMNS, STRUCTURAL FRAMING, BOLLARDS, NOTE: ReviS= w h require; a new pisn ASSEMBLIES WHICH WILL BE USED, AND THE LISTING AND APPROVAL INFORMATION (I.E. ICC OR OTHER APPROVED REPORT I/LISTING NUMBERS). THIS INFORMATION MUST BE LIGHTING AND POWER, AND FINISH AS NOTED IN PLANS. GC TO ALSO INCLUDE A UNIT PRICE FOR submittal and MaV include) additional Wm ralvisw. SUBMITTED TO AND APPROVED BY THE BUILDING INSPECTOR PRIOR TO ANY INSTALLATION. POTENTIAL ADDITION TO AWNING ON THE NORTH SIDE. SEPARATE SUBMITTALS --SEPARATE PERMIT BID ALTERNATE #2: EXTERIOR LANDSCAPE- INCLUDES DESIGN AND REPLACEMENT OF EXISTING LANDSCAPING LANDSCAPE AND IRRIGATION AS REQUIRED. MECHANICAL PERMIT M19-0203 REQUIRED FOR: ELECTRICAL PERMIT EL19.1042 Ir Mechanical SIDALTERNATE#3: METAL ROOF - INCLUDES NEW STANDING SEAM ROOF AND INSULATION. PLUMBING PERMIT PG19-0191 2' Electrical EXTERIOR SIGNAGE TBD [El" Plumbing 6/Gas Piping REVIEWED FOR CODE COMPLIANCE APPROVED 6LS LIAR 17 2021S m) City of Tukwila BUILDING DIVISION to r I Q r ~ W C�//� r LL Pt!! U) 0 W 0 Q � N � t.L O dam' UL OWNER ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER GEOTECHNICAL ENGINEER I BUILDING DIVISION RYDER SYSTEMS, INC. JACKSON ( MAIN ARCHITECTURE P.S. NAVIX ENGINEERING AUE METRIX ENGINEERS, LLC CASE ENGINEERING TERRACON CONSULTANTS INC. o 4712 SOUTH FREEWAY FORT WORTH, TX 76115 311 1ST AVE. S. SEATTLE WA 98104 11235 BE 6TH STREET #150 BELLEVUE, WA 98004 13228 NE 20TH STREET #100 BELLEVUE, WA 98005 725 POWELL AVE. SW #100 RENTON, VIA 98057 19515 NORTH CREEK PARKWAY #302 BOTHELL, WA 98011 811 1ST AVE. #404 SEATTLE, WA 98104'� PHONE: (817) 927-4417 PHONE: (206) 324 4800 PHONE: (425) 458-7900 PHONE: (425) 614-0949 PHONE: (425) 336-2822 PHONE: (425) 402-9400 PHONE: (206) 264-8295 DIq EMAIL: MATTHEW J DELLORUSSO@RYDER.COM EMAIL: MATT.LAASE@JACKSONMAIN.COM EMAIL: JOE@NAVIXENG.COM EMAIL: KONRADSL@AU-ENG.COM EMAIL: SCOTTM@METRIXENG.COM EMAIL: SCOTT@CASEENG.COM EMAIL: CHRISTINA.L.ANGUELL@TERRACON.COM N CONTACT: MATTHEW DELLO RUSSO CONTACT: MATT LAASE CONTACT: JOE TAFLIN CONTACT: KONRADS LEITIS CONTACT: SCOTT MILLER CONTACT: SCOTT GORE CONTACT: CHRISTINA LA14GUELL N O a W0000 J 00 Q :3± I- W 3 Q to 00 r °o0 w Y -� W N Z O a J J U Z W U O I IUO W � ZZ OLu K= z W t0 W w� Z V) wF- �Q ) L O it 4 Of 1iQ 0: Q6 v n m ti ro rn O N 0 N co i^ N N 0 0 N N `m N 0 N N N 0 0 N N rn A 0 0 0 0 0.- 0 0 REGIST EREC j nRcr 1 l li i t h ATTt t h PuE ` PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: URW CHECKED BY: AOR COVER 0 0 JACKSON 1 MAIN ARCHRECT RE PS. Q 2079 E U A.1 1 _ _ A3.01 EXISTING STORAGE EXISTING RENTAL MANAGER EXISTING _ STORAGE B.9 C - 1 3 4 A3.02 A4.01 5 6 7 I I I I o2.03 I I I I I I _ 02.32 Ii 1 { [ 02,49 02.03 02.63 02.03 02.46 02.72 02.10 EXISTING i PARTS ROOM 02.03 02.65 - 02,02 / I �r 02.72 02.01 I (I I 02.45 I n �__i 02I o .32 r EXISTING 02 I �� FLEX ROOM 02.03 02.46 02A1 I 02.01i--� i III � ---• � - 02.48 1 I 02.44 02.10 (1 ter` 02.01 I��I 02.14 II I r \ �, - 02.03 02.03 02.01 02.6464 _ (� 02.01 I- 02.46 II II 02.01 ; 02.48 IIIII oz.as 02.03 \ I ozso 0�, �f 02.03 i 02.14 \ 02.67 EXISTING RENTAL I I I 02.67 LOBBY II J EXISTING LOCKER I ROOMIRR EXISTING _ RESTROOMS I _ EXISTING ELECTRICAL EXISTING SERVICE MANAGER I I a 3.2 A4.01 FLOOR DEMOLITION PLAN - LEVEL 01 TRUE PROJECT NORTH NORTH I i 1 I 03.08 1 I ( I ( i I i I I I I I I I I I a I I U I a I I I N I I ( ( I � I I I ( ( 02, I _ I I I I \ I I L-J r. EXISTING 9 SHOP I 02.47 02.10 ' 02.73 � I I I -L�-j�t I I I A3.02 1 1 A4.01 I � r� I � I � 5.6 EXISTING WASH BAY AUXILERY EXISTING WASH BAY AUXILERY EXISTING LURE ROOM - 02.10 EXISTING WASH BAY - - �- - - -L- - - - lq� R -PiT"-�Erlwticg ou7-. ,56713M Or -"DA/CR--7F P/T-f�� Islus, Zi C ,Ito N -777iR606fV SHEET NOTES: A. DEMOLITION SCOPE PER PHASING - REFERENCE PHASING PLANS FOR ADDITIONAL INFORMATION. B. REFER TO CIVIL, STRUCTURAL, AND M.E.P. DRAWINGS FOR ADDITIONAL DEMOLITION NOTES AND INSTRUCTIONS. C. CONTRACTOR SHALL VISIT PROJECT SITE PRIOR TO BIDDING AND START OF DEMOLITION TO FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK, AND FIELD VERIFY EXISTING CONDITIONS. BRING ANY DISCREPANCIES TO ARCHITECT'S ATTENTION FOR WRITTEN RESOLUTION, PRIOR TO BIDDING/STARTING WORK. D. PRIOR TO DEMOLITION ACTIVITIES, CONTRACTOR SHALL SCHEDULE A WALK- THROUGH WITH OWNER AND ARCHITECT FOR REVIEW OF ITEMS TO BE REMOVED. E. PERFORM DEMOLITION WITH CARE. PROTECT ADJACENT CONDITIONS TO REMAIN UNDISTURBED FROM DAMAGE. ANY DAMAGE TO BE REPAIRED TO "LIKE NEW" CONDITION PER GENERAL CONDITIONS. F. OWNER HAS FIRST RIGHT OF SALVAGE TO FIXTURES, EQUIPMENT, AND BUILDING SYSTEM MATERIALS REMOVED DURING DEMOLITION. OWNER TO PROVIDE CONTRACTOR WRITTEN LIST OF ITEMS TO BE SALVAGED AND DELIVERED TO OWNER. TAKE CARE IN REMOVAL AND STORAGE PRIOR TO DISPOSITION. G. CLEAN AND STORE ITEMS REMOVED FOR REINSTALLATION OR RELOCATION. REFER TO ALL DISCIPLINES CONSTRUCTION DOCUMENTS FOR COMPLETE LIST OF ITEMS. SUBMIT TO ARCHITECT FOR CONFIRMATION OF CONFORMANCE. H. NOTIFY OWNER OF INTENT TO START DEMOLITION OR RENOVATION WORK MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO COMMENCEMENT. I. NOTIFY THE OWNER A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO COMMENCEMENT OF UTILITY SHUT -DOWNS. J. PROVIDE TEMPORARY SHORING OR SUPPORT OF MATERIALS AND SYSTEMS TO REMAIN TO MAINTAIN THE STRUCTURAL INTEGRITY AND FUNCTIONAL USE USED DURING OR AFTER DEMOLITION IS COMPLETE, K. DO NOT CUT INTO OR ALTER OPENINGS IN WALLS, FOOTINGS, OR ROOF DECK MATERIALS WITHOUT PROPER SHORING, BRACING, OR SUPPORTS TO MAINTAIN INTEGRITY OF STRUCTURE. CONTRACTOR TO REVIEW MAJOR DEMOLITION SCOPE WITH STRUCTURAL ENGINEER PRIOR TO START OF WORK. L. PROVIDE PERMANENT SUPPORT FOR MATERIALS AND SYSTEMS TO REMAIN. M. REMOVAL OF HAZARDOUS WASTE PRIOR TO DEMOLITION ACTIVITY, BY OWNER UNDER SEPARATE CONTRACT. N. NO KNOWN HAZARDOUS MATERIALS. A COPY OF THE HAZARDOUS MATERIALS REPORT INCLUDED IN SPECIFICATIONS. IMMEDIATELY STOP WORK AND NOTIFY OWNER TO ARRANGE FOR PROPER REMOVAL IF HAZARDOUS MATERIALS SUSPECTED. O. COORDINATE PHASING OF DEMOLITION WORK WITH HAZARDOUS MATERIALS ABATEMENT. COPY OF HAZARDOUS MATERIALS REPORT INCLUDED INSPECIFICATIONS. P. CUT BACK AND CAP MECHANICAL, PLUMBING, AND ELECTRICAL LINES IN WORK AREA. Q. PATCH PENETRATIONS TO MATCH ADJACENT CONDITIONS. R. IN AREAS OF DEMOLITION WORK REMOVE ALL BUILDING SYSTEMS NOT REUSED, INCLUDING ASSOCIATED MATERIALS AND ACCESSORIES. S. SAW CUT EDGES OF SITE PAVING (ASPHALT OR CONCRETE) TO BE REMOVED. T. DURING EXECUTION OF WORK PROTECT ALL TREES TO REMAIN. U. WHERE NEW FINISHES INSTALLED STRIP OLD FINISHES AND PREPARE SUBSTRATE. V. BUSH HAMMER AND CLEAN CONCRETE SLAB SURFACE PRIOR TO POURING TOPPING SLAB. W. WHERE DOOR OPENINGS ARE FILLED, REMOVE FRAME AND PATCH WALL TO MATCH ADJACENT SURFACES, U.N.O. ALIGN NEW FINISH FACE WITH ADJACENT, U.N.O. X. MAINTAIN FIRE OR ACOUSTICALLY RATED ASSEMBLIES - PATCH AND REPAIR AS NEEDED. Y. LOCATE AND MAINTAIN TEMPORARY, LARGE CAPACITY TYPE A-B-C FIRE EXTINGUISHERS OR TYPE AS REQUIRED BY LOCAL FIRE MARSHAL, FOR DURATION OF CONSTRUCTION. Z. REMOVE DEMOLITION WASTE FROM PROJECT SITE DAILY, AND DISPOSE PER APPLICABLE CODES. AA. SPOT DEMO EXISTING EXTERIOR METAL SIDING FOR ASSEMBLY CONFIRMATION. BB. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. %ECE-IVED CITY OF `iUiC'sr^JILA FED, 1u 2U;l PERMIT CENTER 03 KEYNOTES: # NOTE GYP. WALL TO BE REMOVED, TYP. GYP. WALL TO BE PARTIALLY REMOVED; COORDINATE WITH FLOOR PLANS DOOR TO BE REMOVED r23 CLEAN AND PREPARE (IF NECESSARY PER FINISH PLAN) WALLS FOR NEW PAINT REMOVE AND REPAIR DRYWALL THAT HAS BEEN EFFECTED BY MOLD REMOVE CARPET AND PREPARE FOR NEW FINISH PER FINISH PLAN DEMOLITION PARTIAL EXISTING WALL FOR NEW DOOR ___ . REMOVE TILE AND PREPARE FOR NEW FINISH PER FINISH PLAN 02.44 REMOVE ALL PLUMBING FIXTURES, COUNTERS, AND RESTROOM STALL PARTITIONS 02.45 REMOVE ALL LOCKERS 02.46 REMOVE VINYL TILE AND PREPARE FOR NEW FINISH PER FINISH PLAN 192.47 CLEAN AND PREPARE CONCRETE FOR NEW FINISH PER FINISH PLAN 02.48 REMOVE ALL UNNECESARY ELECTRICAL SYSTEMS 02A9 EXISTING PLUMBING DRAIN 02.50 REMOVE ALL EXISTING COUNTERTOPS AND CABINETRY 02.63 REMOVE EXISTING TREAD AND RISER SURFACE MATERIAL AND PREPARE FOR NEW RUBBER TREAD AND RISER 02.64 REMOVE EXISTING CONVENTIONAL FIRE ALARM PANEL AND INSTALL NEW ADDRESSIBLE PANEL 102.65 REMOVE EXISTING IRON WINDOW BARS 102.67 REMOVE EXISTING STOREFRONT, CLEAN & PREPARE OPENING FOR NEW STOREFRONT OF SAME SIZE 02,72 DEMOLISH EXISTING WINDOWS, CLEAN & PREPARE OPENING FOR NEW WINDOW OF SAME SIZE 02.73 DO NOT DEMOLISH EXISTING PIPE USED FOR DATA PORT, REPAIR AND E E 03.08 DECOMMISSIONING OF THE PIT: ABANDON ALL INCOMING AND OUTGOING PLUMBING AND ELECTRICAL LINES SERVICING THE LUBE/SERVICE PIT, REMOVE ALL STEEL FRAMING, RAILS, STAIRS, AND ASSOCIATED LOBE/SERVICE EQUIPMENT, JET,M/ASH OUT AND CAP ALL INCOMING AND OUTGOING UTILITY CONDUITS/DUCTS SERVICING THE LUBEISERVICE PIT, COLLECT, TRANSPORT, AND PROPERLY DISPOSE OF WASH WATER AND SUMP LIQUIDS, PROPERLY BACKFILL THE LUBE/SERVICE PIT WITH CONTROLLED DENSITY FILL (CDF), INSTALL EIGHT INCHES OF CONCRETE REINFORCED WITH STEEL REBAR OVER BASE MATERIALS AND THE CLSM. CONSTRUCT A CONCRETE SLAB PER RYDER'S SPECIFICATIONS; PAD TO BE CONSTRUCTED OF 8" THICK 4,000 PSI L_._ CONCRETE WITH #4 REBAR @ 12" O.C.E.W. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 17 2021 City of Tukwila BUILDING DIVISION d Z vJ r W WLij VJ LL �O LU p� CV LL t O =1 00 W coo J C� j0) Q U W LU � o i- 00 00 Y 0 w 0 K 9 CC m # o U O N Z cr W N U K W r02�0 !2' n W U U W WtA aIJ-ow ER U �D Zgo LL Z IY p U W # g,a O rnmmN�QQ N N n m O LL 0 N m N 0 0 N N N N 0 0 N N N 0 N O' o.-o�oo a 0, 7aa RE E CHITE ARCHITECT ATTF .W E ASE S7AlF. OF S'Q.nS.fiMGTCN PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR mmommoFLOORmommmmo DEMOLITION PLAN - LEVEL 01 A%j 0 A JACKSON I MAIN ARCHITECTURE P.S. 02019 i8'-01/2" t 30' - 7 1 /2" 1 A3.02 A4.01 t t 25' - 2 1 /4" 1 1 1 I I 1 1 I I I I I I I I 02.19 02.51 03.03 k 44 07.03 �I. -I o I- - - 1198 1aaGt00H I , 100C: I ,00� _ _-__I tOSD �- •Y° ' 08.03 02.,9 I 08.03 - 08.03 CLOSET _ STAIR 2 09.30 118 fill Fiigl 118 �_ 119A 10 I 11 O PARTS ROOM I WASH BAY E AUXILIARY 1 116 I j 107 �4 WORK 8 STATIONS _ 1168 f 10 A5.06 11' - 3 3/4'. Si3 WASH BAY 0 1 1( I AUXILIARY 2 4' - 0" 4' - 9" 09.30 I I -- 10_ 117 Si i LUBE ROOM OFFICE LOCKER ROOM 117 0 1 N .:! I 101 I 104 si3 1 1 v ( 10 I l 0 1 A5.02 i I� d I A5.01 05.05 - - - -- -- -- ---- -- I -- ---------- -------- ------- - - �- -1 Si3 1' 1oz _SHOWER SHOP j- WASH BAY STAI ,! 100 105 11„4- 114A ° 1 _LJAs.os I I !I� i II 102 I I n STORAG 1,2 I ( ozsa I I j 115 (•4-(1E37 LIET I I 113 U--1 ; OFFICE 7 I u ff 112 Si3 1z'-avz„ " taa 1 I ° 1 DRIVER LOUNG = i _ Fill]05.05 j 05.02 1088 Si3 Si3 I I S13 0 S13 0 1 1 A5.04 3 ( 10 1 ' 0 1 JSWITCHBOARD _ ii ELECTRICAL - - -STORAGE 110 05.02 120 RENTAL OBEY 108 109 Si3 8A 05.05 I 09.30 i 0 1 OFFICE 14, 1„ os.3o 02.19 20 0 110 08.03 ( 08.03 I 08.03 08.03 _--ft- ozos I I, 02.19 02.51 11.0 9, 11 3/4" 1 T - 2 3/4" ' 2' - C" 65'-01/7' TRUE PROJECT NORTH NORTH SHEET NOTES: A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. REFER TO G SERIES SHEETS FOR CODE & ACCESSIBILITY STANDARDS. C. REFER TO A8 SERIES FOR SPECIFIC WALL ASSEMBLY INFORMATION D. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. E. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES. F. PROVIDE WALL GUARDS AT ALL EXPOSED GYPSUM BOARD OUTSIDE CORNERS IN PUBLIC AREAS. G. FOR FRAMED WALLS- LOCATE HINGE SIDE OF ALL DOORS 4-1/2" FROM PERPENDICULAR FRAMING U.N.O. H. FOR MASONRY WALLS- LOCATE HINGE SIDE OF DOOR 8" FROM PERPENDICULAR WALL U.N.O. I. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. J. REMOVE UNECCESSARY FURRING WHERE POSSIBLE TO CREATE A FLUSH WALL. il*EEiVED Ct N OF TUKWILA FLO 1 E 2021 PERMIT CENTER F- # I NOTE I 02.19 CLEAN AND PREPARE BOLLARD FOR "IDEAL SHIELD 1/4" THICK SLEEVE," RED, PART NUMBER: PPH-RD-06-60-S u2.ea REMOVE ALL OBSOLETE WIRING, AND CLEAN AND ORGINIZE EXISTING WIRING AND NEW WIRING 03.03 NEW CONCRETE APRON 05.01 FULL HEIGHT WALL WITH NO CEILING 05.02 ALLIGN NEW WALL FINISH WITH EXISTING WALL FINISH 05.05 INFILL OLD DOOR WITH SIMILAR WALL TYPE AS EXISTING ADJACENT WALLS, MAKE NEW WALL FLUSH WITH EXISTING 07.03 ADD FLEXIBLE WRAP AT HORIZONTAL BREAK BETWEEN EXTERIOR OF OFFICE _ AND SHOP TO CREATE WATER TIGHT SEAL 08.03 NEW OVER HEAD DOORS WITH AUTOMATIC OPENERS 09.30 REPAIR AND PATCH DAMAGED INTERIOR FINISH MATERIAL BEFORE PAINTING 13.01 NEW COLUMNS PER STRUCTURAL U Z vJ Lr) %� T W ti W U) X 0 H LL = '>' ^_ VJ ry :D0 W O U N � o 1 J J k0 Z Z ° O8 2' y V Q O i m 7kDZ OQ OO =Nw� �ZUU NOLL RZ UKw �m¢UD_ LU wU0. rLa2 W R w S'wo OLL U0 Z �U` Zgo N O K O j # w : p m 7 m m m N Qx LL m QQ N m n m rn UJ O m c N 0 N N N N N m a 7793 REGISTERE ARCHITECT ATT W E 5E sTalt o .�flNeura PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR FLOOR PLAN - LEVEL 01 a A r"A /. 00 m JACKSON I MAIN ARCHITECTURE P.S. 0 2019 �1 1 � , A3.01 t8'-01/2' t30'-71/2" I I I 0 i EMPLOYEE BREAKROOM 201 A5.06 20 �ESTROOM I . zoo I F203 t ' —� zo 1204. OFFICE o I j ELEC./MECH. F2075 zos 206 OFFICE 211207 Si3 207 0 1 ' 5 I Si3 OFFIEE— F-Sn 1 13208 05.05 10'-9" 210 OFFICE 6 OFFICE 210 i Si3 209 0 1 Si3 0 II i 05.02 211 _ 212 Si3 � I 0 ! CONFERENCE Si3 ROOM oA 1 FLEX SPACE 212 I 2 33 _ I _ — - --{III _ tV•V. _ ___..-1.F�—�. I I 07A3 s I I 4 A4.01 FLOOR PLAN - LEVEL 02 TRUE PROJECT NORTH NORTH t25'-23/4" / I / O \ / \ I RESTROOM 204 \ f j vvI I/ I SHOP MEZZANINE \\ / 200 V , — — I / OPEN TO \ BELOW \ i / I \ / I i / I \ / I \ \ j 3.2 A3 Q2 <All. W. t 25' - 2 1/4" I I A. REFER TO G0,01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. REFER TO G SERIES SHEETS FOR CODE & ACCESSIBILITY STANDARDS. C. REFER TO A8 SERIES FOR SPECIFIC WALL ASSEMBLY INFORMATION D. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. E. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES. F. PROVIDE WALL GUARDS AT ALL EXPOSED GYPSUM BOARD OUTSIDE CORNERS IN PUBLIC AREAS. G. FOR FRAMED WALLS- LOCATE HINGE SIDE OF ALL DOORS 4-1/2" FROM PERPENDICULAR FRAMING U.N.O. H. FOR MASONRY WALLS- LOCATE HINGE SIDE OF DOOR 8" FROM PERPENDICULAR WALL U.N.Q. I. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. J. REMOVE UNECCESSARY FURRING WHERE POSSIBLE TO CREATE A FLUSH WALL. # I NOTE ' 05.02 ALLIGN NEW WALL FINISH WITH EXISTING WALL FINISH 05.05 INFILL OLD DOOR WITH SIMILAR WALL TYPE AS EXISTING ADJACENT WALLS, MAKE NEW WALL FLUSH WITH EXISTING 07.03 ADD FLEXIBLE WRAP AT HORIZONTAL BREAK BETWEEN EXTERIOR OF OFFICE AND SHOP TO CREATE WATER TIGHT SEAL 09.37 WALL FURRED OUT WITH 1-1/2" Z FURRING TO ENCAPSULATE THE STRUCTURAL STEEL AND PROVIDE A STRAIGHT WALL SURFACE 12.04 SHOWER BENCH wl I LVA JACKSON I MAIN \RCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324A800 W W W.JACKSONMAIN.COM rI W W � t ) LL 0 ~ N f.L u- J W 00 Q w Lo Iy F ow o� :) m.-U YQ W N J � D U) (r z w O�z p cc ��0 cc w wO a �� V U D a 5 (A EL to z m C3 m N Q CC dQ N d OJ m m 0 N o w o N 0 0 N £1 rlroc000c� 0 0 N N 0 0 N N N N 0 0 N N oao�odo RE CHITE E ARHI7ECT ATT W E -SE PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR FLOOR PLAN - LEVEL 02 A :02" 0 1 ■ JACKSON I MAIN ARCHITECTURE P.S. ® 2019 SHEET NOTES: A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. LOCATIONS OF DOORS AND WALLS PER PLAN. REFER TO SCHEDULES FOR ADDITIONAL INFORMATION. C. COORDINATE ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALL. D. GALVANIZE EXPOSED EXTERIOR STEEL MEMBERS, SIZE PER STRUCTURAL TOUCH-UP WELD BURNS WITH GALVANIZING PAINT PRIOR TO APPLYING FINISH. E. PROVIDE CONTINUOUS SUBSILLS WITH END DAMS, WELDED JOINTS AT ALL ALUMINUM FRAMING SYSTEMS, F, AT JOINTS BETWEEN DISSIMILAR MATERIALS, PROVIDE CONTINUOUS MINIMUM 3/8" BACKER ROD AND SEALANT. G. SUBMIT ALL EXTERIOR MATERIAL SAMPLES IN SINGLE SUBMITTAL, MATERIALS SUBMITTED SEPARATELY SHALL BE REJECTED. H. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND OPERABLE OPENINGS OR PROPERTY LINE. L MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND MECHANICAL INTAKES. J. ALL EXTERIOR FINISHES SHALL TERMINATE AT AN INTERIOR CORNER U.N.O. K. COORDINATE WITH ARCHITECT, CONSULTANTS AS NECESSARY LOCATION AND HEIGHTS OF EXTERIOR LOUVERS, HORNS, LIGHT FIXTURES, FIRE ALARM DEVICES PRIOR TO INSTALL. L. EXTERIOR SOFFITS FINISH IS TO MATCH FASCIA U.N.O. M. DAMPPROOFING TO BE TROWELED -ON U.N.O. IN SPECIFICATIONS. N. EXPOSED CONCRETE WALL, COLUMNS, AND BEAMS FINISH CARBORUNDUM-RUBBED AND PAINTED, COLOR SELECTED BY ARCHITECT. 0. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE COMPLIMENTARY, AND NOTES LISTED ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. P. RERAIR AND REPLACE DAMAGED METAL PANEL SIDING, LIKE FOR LIKE. CONTRACTOR TO IDENTIFY LOCATIONS AND ARCHITECT TO VERIFY REPLACEMENT. WEST 1 1/8" - V.w EAST 2 1/3 1-0" LEGEND: �jT PRODUCT MANUFACTURER COLORPROFILE FINISH PRODUCT 1. EXISTING TRIM 2. EXISTING METAL SIDING 3, METAL PANEL 4. CMU VENEER 5. PAINTED CONCRETE 6. PAINTED METAL FINISH COLOR A. BLACK B. WHITE C. GYPSY RED (SW-6865) D. GREY PRODUCT PROFILE 1. EXISTING 2. 42" X t8O" STACK BOND 3. SMOOTH, 8" X 16" RUNNING BOND 4. SMOOTH PRODUCT MANUFACTURER EVEL 02 10.00' ROOF 20.00' LEVEL 02 10.00' LEVEL 01 0.00' RCcil�i:u CITY OF TU;0AlR' PERMIT CENTER KEYNOTES: # _ NOTE 02.19 CLEAN AND PREPARE BOLLARD FOR "IDEAL SHIELD 1/4" THICK SLEEVE, " RED, PART NUMBER: PPH-RD-06-60-S 05.03 NEW METAL AWNING, REFERENCE A4.01 AND STRUCTURAL DRAWINGS 05.06 RERAIR AND REPLACE DAMAGED METAL PANEL SIDING, L-1 kf FOR LIKE, CONTRACTOR TO IDENTIFY LOCATIONS AND ARCHITECT TO VERIFY REPLACEMENT 07.01 REMOVE EXISTING SIDING AND REPAIR DAMAGED WATER BARRIER AND SUBSTRATE, REPLACE FINISH WITH NEW MATERIAL AS INDICATED 10.03 RYDER SIGN BY OTHERS, PROVIDE POWER, REFERENCE ELECTRICAL REVIEWED FOR CODE COMPLIANCE APPROVED LIAR 17 2021 City of Tukwila BUILDING DIVISION b Z C �- W (o wU) rr >_ u- (i =O W o� Cl ry am ry t dd W 0000 J T- .` f ¢ 00 U) uj 3S W 0 O 06 %' 06 D Q k z o U j p V Zp i t Z a p w U warp U' Z LL 50U) �mmN � N rn N O m o N N M N 0 N (O maao 77f1 t RE CHITE E ARHITECT ATTa-W E SE sntE or Wnurcac 'ROJECT NO.: 19074 "ROJECT MGR.: DSG DRAWN BY: DRW JHECKED BY: AOR EXTERIOR ELEVATIONS A3. 0 ACKSON I MAIN ARCHITECTURE P.S. 02019 a A. NIA B. PHOENIX PANEL C. BEST BLOCK NORTH SHEET NOTES: A. REFER TO GO.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. LOCATIONS OF DOORS AND WALLS PER PLAN. REFER TO SCHEDULES FOR ADDITIONAL INFORMATION. C. COORDINATE ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALL. D. GALVANIZE EXPOSED EXTERIOR STEEL MEMBERS, SIZE PER STRUCTURAL TOUCH-UP WELD BURNS WITH GALVANIZING PAINT PRIOR TO APPLYING FINISH. E. PROVIDE CONTINUOUS SUBSILLS WITH END DAMS, WELDED JOINTS AT ALL ALUMINUM FRAMING SYSTEMS. F. AT JOINTS BETWEEN DISSIMILAR MATERIALS, PROVIDE CONTINUOUS MINIMUM 3/8" BACKER ROD AND SEALANT. G. SUBMIT ALL EXTERIOR MATERIAL SAMPLES IN SINGLE SUBMITTAL. MATERIALS SUBMITTED SEPARATELY SHALL BE REJECTED. H. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND OPERABLE OPENINGS OR PROPERTY LINE. I. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND MECHANICAL INTAKES. J. ALL EXTERIOR FINISHES SHALL TERMINATE AT AN INTERIOR CORNER U.N.O. K. COORDINATE WITH ARCHITECT, CONSULTANTS AS NECESSARY LOCATION AND HEIGHTS OF EXTERIOR LOUVERS, HORNS, LIGHT FIXTURES, FIRE ALARM DEVICES PRIOR TO INSTALL. L. EXTERIOR SOFFITS FINISH IS TO MATCH FASCIA U.N.O. M. DAMPPROOFING TO BE TROWELED -ON U.N.O. IN SPECIFICATIONS. N. EXPOSED CONCRETE WALL, COLUMNS, AND BEAMS FINISH CARBORUNDUM-RUBBED AND PAINTED, COLOR SELECTED BY ARCHITECT. 0. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE COMPLIMENTARY, AND NOTES LISTED ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. P. RERAIR AND REPLACE DAMAGED METAL PANEL SIDING, LIKE FOR LIKE. CONTRACTOR TO IDENTIFY LOCATIONS AND ARCHITECT TO VERIFY REPLACEMENT. 1 2 3 3.2 4 5 5.6 6 7 5.6 3.2 � 4 6 5 4 t3'-5" 5'-10" X X PRODUCT MANUFACTURER COLOR PROFILE INISH PROD 1. EXISTING TRIM 2. EXISTING METAL SIDING 3. METAL PANEL 4. CMU VENEER 5. PAINTED CONCRETE 6. PAINTED METAL FINISH COLOR A. BLACK B. WHITE C. GYPSY RED (SW-6865) D. GREY PRODUCT PROFILE 1. EXISTING 2. 42" X±80" STACK BOND 3. SMOOTH, 8" X 16" RUNNING BOND 4. SMOOTH PRODUCT MANUFACTURER A. N/A B. PHOENIXPANEL C. BEST BLOCK LEVEL 02 10.00' LEVEL 01 0.00' ROOF 20.00' -EVEL 02 1600' -EVEL 0.00' RECEIVE! CITY CaF TLIKWIL RE 19 4_�3i PERMIT CEN T � �P KEYNOTES: # NOTE I 02.19 CLEAN AND PREPARE BOLLARD FOR "IDEAL SHIELD 1/4" THICK SLEEVE," RED, PART NUMBER: PPH-RO-06-60-S 03.02 NEW BOLLARD, MATCH EXISTING STYLE AND COVER IN "IDEAL SHEILD 1/4" THICK SLEEVE," RED; PART NUMBER: PPH-RD-06-60-S 05.03 NEW METAL AWNING, REFERENCE A4.01AND STRUCTURAL DRAWINGS 05.06 RERAIR AND REPLACE DAMAGED METAL PANEL SIDING, LIKE FOR LIKE, CONTRACTOR TO IDENTIFY LOCATIONS AND ARCHITECT TO VERIFY REPLACEMENT 05.07 PANEL BREAK TO MATCH DOOR OPENING, LOCATION TO BE VERIFIED �07.01 REMOVE EXISTING SIDING AND REPAIR DAMAGED WATER BARRIER AND SUBSTRATE, REPLACE FINISH WITH NEW MATERIAL AS INDICATED 07.03 ADD FLEXIBLE WRAP AT HORIZONTAL BREAK BETWEEN EXTERIOR OF OFFICE AND SHOP TO CREATE WATER TIGHT SEAL 09.29 PAINT DOWNSPOUTS SAME FINISH AS ADJACENT EXTERIOR SIDING REVIEWED FOR CODE COMPLIANCE APPROVED MAR 17 2029 City of Tukwila BUILDING DIVISION U Z to �- W WX � � H >_ U_ _ Cn _ Of �O WO'S p C F- N � O I J W 05 Q0) U > W LO 00 00 o= co Z ) .zl—w ri OZ�w �E UF,� A�4U�m UJ s� w Ul U d IL U1 U U J j ZiY� ,F 0_OU= o m Z m Do� m m U) QQ N m m LL 0 N W N 0 0 N N N N 0 0 N N maaoa 7��1a REGISTERS ARCHITECT ATT W E SE SI'A1T OF 'VRE iI-'GC PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR EXTERIOR ELEVATIONS A r% , or% 0 z JACKSON I MAIN ARCHITECTURE P.S. ® 2019 N DOOR SCHEDULE PANEL FRAME DETAILS MARK I TYPE MARK WIDTH HEIGHT I MATERIALI FINISH MATERIAL I FINISH HEADER I JAMB HARDWARE COMMENTS 100A C 3' - 0" T - 0" HM HM 16 REPLACE EXISTING DOOR 100B C T- 0" 7' - 0" HM HM 16 REPLACE EXISTING DOOR 100C C 3' - 0" T - 0" HM HM 16 REPLACE EXISTING DOOR 100D G 14' - 0" 14' - 0" - VMFR 12 REPLACE EXISTING DOOR, U-0.34 100E G 14'- 0" 14'- 0" 12 REPLACE EXISTING DOOR, U-0.34 1 OOF G 14' - 0" 14'- 0" 12 REPLACE EXISTING DOOR, U-0.34 100G G 14' - 0" 14' - 0" 12 REPLACE EXISTING DOOR, U-0.34 100H G 14'- 0" 14'_ U, 12 REPLACE EXISTING DOOR, U-0.34 100J G 14'- 0" 14'- 0" - MFR 12 REPLACE EXISTING DOOR, U-0.34 101 A T- 0" 7'-0" HM HM 6/A8.02 7 102 A T- 0" T-0" SWC HM 6/A8.02 8 104 E 6'- 0" T - 0" HM HM 6/A8.02 14 REPLACE EXISTING DOOR 105A A 3' - 0" T - 0" HM HM 9/A8.03 16 REPLACE EXISTING DOOR 105B A T. 0" T. 0" HM HM 9/A8.03 2 REPLACE EXISTING DOOR 105C G 14' - 0" 14' - 0" - 61A8.02 12 REPLACE EXISTING DOOR 105D G 14'- 0" 14' - 0" 6/A8.02 REPLACE EXISTING DOOR 106 F 6' - 0" 7'. 0" HM HM 6/A8.02 _12 14 REPLACE EXISTING DOOR 107 F 6' - 0" T - 0" HM HM 6/A8.02 14 REPLACE EXISTING DOOR_ 108A B T. 0" 6' - 10 1/2" AL HM MFR MFR 1 U-0.60_A_ND SHGC: 0.40 108B A T. 0" T-0" SWC HM 6/A8.02 5 109 A T. 0" T - 0" SWC HM 6/A8.02 6 110 C T- 0" 7'-0" SWC _ HM 61A8.02 11 111 A 3'-0" 7'-0" HM HM 6/A8.02 4 112 C - 0" 7'- 0" SWC HM 6/A8.02 11 113 A _T 3'-0" T-0" SWC HM 6/A8.02 8 114A D T- 0" 7' - 0" HM HM 6/A8.02 4 114B C 3'-01, HM HM 9/A8.03 15 REPLACE EXISTING DOOR____ 114C D 3'-W T-0" HM HM 61A8.02 4 115 A 3'-0" T-0" SWC HM EXISTING EXISTING 6 REPLACE EXISITNG HARDWARE 116A D 3'-0" T- 0" SWC HM 6/A8.02 _ 7 116B A T- 0" 7'-0" HM HM 6/A8.02 7 REPLACE EXISTING DOOR --- 117 C T. 0" T- 0" HM ------- HM 6/A8.02 3 118 A T- 0" T- 0` HM 6/A8.02 6 119A D 3' - 0" 7' - 0" _SWC HM HM 6/A8.02 4 REPLACE EXISTING DOOR 119B C 3' 0" 7'-0" HM HM 9/A8.03 15 REPLACE EXISTING DOOR 120 A 3'-0" T-0" HM HM EXISTING EXISTING 6 REPLACE EXISITNG HARDWARE 201 C 3'-0" 7'. 0" SWC HM 6/A8.02 4 203 A 3'-0" 7'-0" SWC HM 6/A8.02 8 ------- 204 A 3' - 0" 7' - 0" - SWC --- HM 6/A8.02 8 205 C 3' - 0" T - 0" SWC HM 6/A8.02 1 10 206 A T. W T- 0" SWC HM 6/A8.02 6 REPLACE EXISTING DOOR 207 C T-0" T. 0" SWC HM _ 6/A8.02 10 208 C T- 0" 7'-0" SWC HM 6/A8.02 10 209 C T- 0" T- 0" SW C HM 6/A8.02 10 210 C 3'-0" T- 0" SWC HM 6/A8.02 10 211 _ C T- 0" T-0" SWC HM 6/A8.02 10 212 B 3'-0" T-101/2" AL HM MFR MFR 10 - 213 A T. 0" 7--0"- SWC HM 6/A8.02 10 DOOR HARDWARE: SET HINGE TA2714 4-1/2"x 4-1/2" US26D MK 1 CLASSROOM LOCK CL3355 NZD AP 626 RU SET 1 1 KICK PLATE K105010" x 2" LDW US32D RO 1 PIVOT SET 195 626 RF 1 WALL STOP 409 US32D RO 1 INTERMEDIATE PIVOT M19 626 RF 1 GASKETING S773D PE 1 MORTISE DEADLOCK MS1850S 628 AD 1 THUMBTURN CYLINDER 1300-100-A03 626 AU SET 10 1 CYLINDER 1500-114-AO3 626 RU 3 HINGE TA2714 4-1/2"x 4-1/2" US26D MK 1 PUSH BAR & PULL BF15747 US32D RO 1 CLASSROOM LOCK CL3355 NZD AP 626 RU 1 SURFACE CLOSER DC6210Al1 689 RU 1 WALL STOP 409 US32D RO 1 THRESHOLD 171A PE 3 SILENCER 608-RKW RO 1 SWEEP 315CN PE SET 11 SET2 3 HINGE TA2714 4-1/2" x 4-1/2" US26D MK 3 HINGE TA2314 NRP 4-1/7'x 4-1/2" U832D MK 1 ENTRANCE LOCK CL3351 NZD AP 626 RU 1 EXIT DEVICE ED5200S.TH957 M54 AP 630 RU 1 CLOSER (SURFACE) DC6200 M54 689 RU (RIM, NIGHTLATCH) 1 WALL STOP 409 US32D RO 1 SURFACE CLOSER DC6210 A4 M54 689 RU 3 SILENCER 608-RKW RO 1 THRESHOLD 171A PE 1 GASKETING 332CS PE SET 12 1 RAIN GUARD 346C PE OVERHEAD DOOR CORPORATION; 592 SERIES THERMACORE INSULATED STEEL 1 SWEEP 315CN PE DOORS OR A COMPARABLE PRODUCT BY: A. C.H.I.OVERHEAD DOORS, INC. SET 3 B. CLOPAY BUILDING PRODUCTS 3 HINGE TA27144-1/2"x4-1/2" US26D MK C. RAYNOR 1 ENTRANCE LOCK CL3351 NZD AP 626 RU 1 CLOSER (SURFACE) DC620O M54 689 RU HARDWARE BY MANUFACTURER 1 WALL STOP 409 US32D RO 3 SILENCER 608-RKW RO SET 13 6 HINGE TA2314 NRP 4-1/2" x 4-1/2" US32D MK SET4 2 FLUSH BOLT 555 US26D RO 3 HINGE TA27144-1/2" x 4-1/2" US26D MK 1 DUST PROOF STRIKE 570 US26D RO 1 PASSAGE SET CL3310 NZD 626 RU 1 ACCESS CONTROL CL33834 x TCAC2 NZZ AP 626 RU 1 SURFACE CLOSER DC6200 M54 689 RU CYL LOCK 1 WALL STOP 409 US320 RO 2 DOOR STOP 481 US26D RO 1 GASKETING S773D PE 2 SILENCER 608-RKW RO SET 5 SET 14 3 HINGE TA27144-1/2" x 4-1/2" US26D MK 6 HINGE TA2314 NRP 4-1/2" x 4-112" US32D MK 1 ACCESS CONTROL CL33834 x TCAC2 NZZ AP 626 RU 2 CLASSROOM LOCK CL3355 NZD AP 626 RU CYL LOCK 2 KICK PLATE K105010" x 2" LDW US32D RO 1 SURFACE CLOSER DC6210A4 M54 689 RU 2 CLOSER (SURFACE) DC6200 Al M54 689 RU 1 WALL STOP 409 US32D RO 4 SILENCER 608-RKW RO 1 GASKETING S773D PE SET 15 SET 6 3 HINGE TA2314 NRP 4-1/2" x 4-1/2" US32D MK 3 HINGE TA27144-1/2" x 4-1/2" US26D MK 1 EXIT DEVICE ED5200S TH957 M54 AP 630 RU 1 STOREROOM LOCK CL3357 NZD AP 626 RU (RIM, NIGHTLATCH) 1 WALL STOP 409 US32D RO I SURFACE CLOSER DC6210 A4 M54 689 RU 3 SILENCER 608-RKW RO 1 THRESHOLD 171A PE 1 GASKETING 332CS PE SET 7 1 RAIN GUARD 346C PE 3 HINGE TA2714 4-1/2" x 4-1/2" US26D MK 1 SWEEP 315CN PE 1 PULL PLATE 107x70C US320 RO 1 PUSH PLATE 70C US32D RO SET16 1 CLOSER(SURFACE) DC6200 M54 689 RU 3 HINGE TA27144-1/2"x4-1/2" US26D MK 1 KICK PLATE K1050 10" x 2" LOW US32D RO 1 ACCESS CONTROL EXIT ED5200S 12598334 TCAC2 AP 630 RU 1 WALL STOP 409 US32D RO DEVICE (WIFI) 3 SILENCER 608-RKW RO 1 CLOSER (SURFACE) D06200 M54 689 RU 1 WALL STOP 409 US32D RO SET8 1 THRESHOLD 171A PE 3 HINGE TA27144-112" x 4-1/2" US26D MK 1 GASKETING 332CS PE 1 PRIVACY SET CL3320 NZD 626 RU 1 RAIN GUARD 346C PE 1 CLOSER (SURFACE) DC6200 M54 689 RU 1 SWEEP 315CN PE 1 KICK PLATE K105010" x 2" LOW US32D RO 3 SILENCER 608-RKW RO O O O V U �J v STOREFRONT SCHEDULE WINDOW FRAME GLAZING DETAILS MARK I COUNT DESCRIPTION ROOM MATERIAL I FINISH I TEMPEREDU-VALUE MAX. SHGC HEADER JAMB BASE AREA SF1 1 FIXED RENTAL LOBBY ALUM JDARKBRONZE1 YES 381 0.4 1 5/A8.03 SIM 17/A8.03 7/A8.03 41 SF SF2 1 FIXED RENTAL LOBBY ALUM DARK BRONZE YES .38 0A 51A8.03 SIM 17/A8.03 7/A8.03 63 SF SF3 1 FIXED CONFERENCE ALUM DARK BRONZE YES 3/A8.02 9 1 65 SF 12'- 11 1/2" `L2' -11 1/2" 12'- 11 1/4" `L2' - 10 1/2" � T- 2 1/4" f I-f 0 0 LEVEL 01 _ _ _LEVEL 01 0.00' _- 6.00' SOUTH ELEVATION STOREFRONT WEST ELEVATION STOREFRONT S F I V4" =1'-0" 8' - 1 5/81"; * J 1 1/4" =1'-0" 2' - 5 3/442' - 5 5/8'"L T- 21/4" SERE D06R SCHEDULE O 22 / \ / \ LEVEL 02 SEE DOdR SCMED/ULE 1 A 1 \ WINDOW SCHEDULE MARK HEIGHT WIDTH HEAD HEIGHT SILL HEIGHT FRAME MATERIAL GLAZING DETAILS COMMENTS U-FACTOR MAX. SHGC HEADER JAMB BASE W1 4'-0" 2'-10" T- 0" S-0' ALUM 0.38 0.4 1/A8.03 2&17/A8.03 18/A8.03 WINDOWS BETWEEN METAL AND CMUSIDING W2 4'-0" 4'-0" T-0" 3'-0" ALUM 0.38 0.4 W3 5'-0" 4'-0" 8'-0" T-0" ALUM 0.38 0.4 1/A8.03 2/A8.03 3/A8.03 WINDOWS IN METAL SIDING FACADE W4 4'-0" 5'-11" T- 0" 3'-0" ALUM 0.38 0.4 1/A8.03 2&17/A8.03 18/A8.03 WINDOWS BETWEEN METAL AND CMUSIDING W4 4' - 0" 5'- 11" T- 0" 3' - IT ALUM 0.38 0.4 1/A8.03 2/A8.03 3/A8.03 WINDOWS IN METAL SIDING FACADE W4 4' - 0" 5'- 11" T- 0" 3'- C' ALUM 0.38 0.4 16/A8.03 17/A8.03 18/A8.03 WINDOWS IN CMU FACE BRICK FACADE W5 6'. 0" 1'-0" 8'. 0" 2'-0" ALUM PFR Rr.141l1 * 9 PER SCHDL* TO FRAME 0 ° FIXED UU w a a T.O. FINISHED FLOOR WINDOW TYPES W1 PER SCHDL* TO _ FRAME J 0 U N FIXED FIXED UU W a PER SCHDL* rh TO FRAME �n FIXED11 p I I PER SCHDL* J In w 111JI i SHEET NOTES: DOOR NOTES: A. CONTRACTOR TO COORDINATE REQUIRED UNDERCUT OF EACH SCHEDULED DOOR WITH SILL OR THRESHOLD DETAIL, FIRE RATING, AND ROOM MAKE-UP AIR REQUIREMENTS. B. CONTRACTOR IS RESPOSIBLE FOR THE PROPER INSTALLATION AND OPERATION OF SCHEDULED DOORS AND HARDWARE COMPLIANT WITH REQUIREMENTS OF THE ADA, ANSI, AND BUILDING CODE REQUIREMENTS, ILLUSTRATED ON G-SHEET SERIES C. COORDINATE INSTALLATION OF HARDWARE WITH THE DOOR HAND. REFER TO DRAWINGS FOR DOOR SWING AND RELATIONSHIP TO FRAME. D. PROVIDE MANEUVERING CLEARANCES AT DOORS AS REQUIRED FOR ACCESSIBILITY COMPLIANCE PER FEDERAL AND STATE REQUIREMENTS, ILLUSTRATED ON G-SHEET SERIES. E. GLAZING USED IN DOORS AND GLAZING LOCATED WITHIN A 24-INCH ARC OF THE NEAREST VERTICAL EDGE OF A DOOR AND UP TO 60 INCHES ABOVE FINISH FLOOR AND AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL HAVE APPROVED SAFETY GLAZING MATERIAL AS DEFINED BY THE 20151BC. F. INSTALL TRANSOM AND RELITE GLAZING ON ROOM SIDE OF FRAME, TYPICAL UNLESS OTHERWISE NOTED. G. 1/4 INCH IN 2 INCHES DOOR BEVEL, U.O.N. BY HARDWARE TEMPLATE REQUIREMENTS. H. HOLLOW METAL DOORS AND FRAMES SHALL BE SHOP PRIMED AND FIELD PAINTED, TYPICAL UNLESS OTHERWISE NOTED, 1. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED TO BE USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE -MOUNTED HARDWARE. J. SIDELIGHT FRAMES AT HOLLOW METAL FRAMES: PROVIDE CLOSED TUBULAR MEMBERS WITH NO VISIBLE FACE SEAMS OR JOINTS, FABRICATED FROM SAME MATERIAL AS DOOR FRAME. FASTEN MEMBERS AT CROSSINGS AND TO JAMBS BY BUTT WELDING. K. PROVIDE COUNTERSUNK, FLAT- OR OVAL -HEAD EXPOSED SCREWS AND BOLTS FOR EXPOSED FASTENERS, TYPICAL UNLESS OTHERWISE NOTED. L. GROUT GUARDS AT HOLLOW METAL FRAMES: WELD GUARDS TO FRAME AT BACK OF HARDWARE MORTISES IN FRAMES SHALL BE GROUTED. M. FLOOR ANCHORS AT HOLLOW METAL FRAMES: WELD ANCHORS TO BOTTOMS OF JAMBS WITH AT LEAST FOUR SPOT WELDS PER ANCHOR; HOWEVER, FOR SLIP-ON GYPSUM FRAMES, PROVIDE ANCHOR CLIPS OR COUNTERSUNK HOLES AT BOTTOMS OFJAMBS. N. JAMB ANCHORS AT HOLLOW METAL FRAMES: PROVIDE NUMBER AND SPACING OF ANCHORS AS FOLLOWS: 1. STUD -WALL TYPE: LOCATE ANCHORS NOT MORE THAN 18-INCHES FROM TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 32-INCHES O.C. AND AS FOLLOWS: THREE ANCHORS PER JAMB UP TO 60-INCHES HIGH. FOUR ANCHORS PER JAMB FROM 60 TO 90-INCHES HIGH. FIVE ANCHORS PER JAMB FROM 90 TO 96-INCHES HIGH. FIVE ANCHORS PER JAMB PLUS ONE ADDITIONAL ANCHOR PER JAMB FOR EACH 24-INCHES OR FRACTION THEREOF ABOVE 96-INCHES HIGH. 2. POST INSTALLED EXPANSION TYPE: LOCATE ANCHORS NOT MORE THAN 6INCHES FROM TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 261NCHES ON CENTER. 0. HEAD ANCHORS AT HOLLOW METAL FRAMES: PROVIDE TWO ANCHORS PER HEAD FOR FRAMES MORE THAN 42-INCHES WIDE. P. PROVIDE DOOR SILENCERS WHERE LIGHT / SOUND GASKETS OR WEATHER STRIPPING IS NOT OTHERWISE REQUIRED. DRILL STOPS TO RECEIVE DOOR SILENCERS AS FOLLOWS. KEEP HOLES CLEAR DURING CONSTRUCTION. 1. SINGLE -DOOR FRAMES: DRILL STOP IN STRIKE JAMB TO RECEIVE THREE DOOR SILENCERS, 2. DOUBLE -DOOR FRAMES: DRILL STOP IN HEAD JAMB TO RECEIVE TWO DOOR SILENCERS. Q. SINGLE SOURCE ALL DOORS AND FRAMES. ALL FIRE DOOR AND FRAME ASSEMBLIES SHALL BE PERMANENTLY LABELED. R. TOPS AND BOTTOMS OF ALL DOORS EXPOSED TO WEATHER SHALL BE PAINTED. S. MAGNETIC HOLD -OPEN DEVICES SHALL BE TIED TO FIRE ALARM SYSTEM. T. PROVIDE COMPLETE WEATHER STRIPPING AT ALL EXTERIOR DOORS. U. EXTERIOR GLAZING SHALL BE THERMAL INSULATING. V. EXTERIOR PERSONNEL DOORS SHALL BE INSULATED. W. DOOR HARDWARE, FINISHES AND MANUFACTURER BY OWNER. X. WHERE DOOR CLOSERS ARE PROVIDED, THEY SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS. Y. DOORS WHERE HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ARE PROVIDED SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. WHERE LOCKS ARE BEING PROVIDED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION, THEY WILL BE PERMITTED AT ANY LOCATION. Z. REFER TOWINDOW SCHEDULE' AND'WINDOW TYPES' DRAWINGS FOR INFORMATION CONCERNING GLAZING NOT SHOWN ON'DOOR TYPES AND FRAMES' DRAWING. AA. SECURITY -ACCESS CONTROLS FURNISHED BY CONTRACTOR; ACCESS CONTROLS TO BE. VERIFIED BY OWNER. BB. HARDWARE IS OWNER -SELECTED; CONTRACTOR FURNISHED AND INSTALLED. CC. WHERE TWO OR MORE GLAZING DESIGNATIONS ARE GIVEN, REFERENCE THE BUILDING ELEVATIONS FOR LOCATIONS OF PARTICULAR GLAZING TYPES. Do. REFER TO DETAIL SHEETS FOR TYPICAL FLASHING CONFIGURATIONS. EE. ALL SMOKE DOORS TO BE CONNECTED TO BUILDING FIRE ALARM SYSTEM, FF. CONTRACTOR TO COORDINATE TRIM PACKAGE AND COLORS WITH INTERIOR DESIGN DRAWINGS, FINISH SCHEDULE, AND DEVELOPMENT REVIEW APPROVALS FOR EXTERIOR COLORS. WINDOW NOTES: A. REFER TO WINDOW TYPES DRAWING FOR WINDOW OPERATIONS, SYMBOLS AND CONFIGURATIONS. B. REFER TO DOOR TYPES DRAWING FOR STOREFRONT FRAMES HAVING SWINGING ENTRANCE ENTRANCE DOORS, SIDELIGHTS AND TRANSOMS WHEN INDICATED TO BE PROVIDED FOR PROJECT. C. WINDOW DIMENSIONS ARE NOMINAL OUT -TO -OUT FRAME (WIDTH x HEIGHT). D. ALL EXTERIOR GLAZING SHALL BE THERMAL INSULATING TWO LITE WITH SPAC BETWEEN GLASS LITES FILLED WITH ARGON. E. LABEL FIRE PROTECTION RATED GLAZING ASSEMBLIES IN ACCORDANCE WITH THE BUILDING CODE(S). F. FRAME FINISH COLOR SHALL BE SELECTED FROM MANUFACTURER'S FULL RANGE OF COLORS BY ARCHITECT. G. ALL OPERABLE WINDOWS SHALL HAVE ALUMINUM FRAMED FIBER MESH INSECT SCREENS, COLOR SHALL BE SELECTED FROM MANUFACTURER'S FULL RANGE OF COLORS BY ARCHITECT. J. ALL GLAZING SHALL BE CLEAR, UNLESS OTHERWISE NOTED. K. ALL EXPOSED WINDOW HARDWARE (COLOR AND FINISH) SHALL BE SELECTED FROM MANUFACTURER'S FULL RANGE BY ARCHITECT. L. ALL OPERABLE WINDOWS SHALL BE PROVIDED WITH MANUFACTURER'S STANDARD LOCKING SYSTEM. M. ALL OPERABLE WINDOWS SHALL BE FULLY WEATHER STRIPPED. P. INSTALL TRANSOM AND RELITE GLAZING ON ROOM SIDE OF FRAME. Q. SINGLE SOURCE ALL WINDOW ASSEMBLIES. R. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20INCHES. THE NET CLEAR OPENING DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF THE OPENING, CONTRACTOR TO VERIFY. MANUFACTURER ABBREVIATIONS: ALL MANUFACTURERS SHOW ARE BASIS OF DESIGN PER RYDER STANDARDS MK- MCKINNEY PE- PEMKO RF - RIXSON F c,--ivy J RO - ROCKWOOD CITY OF TUs~;`,NfLA AD - ADAMS RITE RU - CORBIN RUSSWIN F LI 1 0-„ PERMIT 1E1IT21 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 17 2021 City of Tukwila BUILDINIS DIVISION U Z VJ LO r WW � U) ry :DO W 0 'S P1/ � O Q J W 00Oo Q 00 } I- U } W J_ 0 O 00 UU Z ¢ ° 0 K m-=� co ZD (0 0 F- W U)2w i-ugt=o°D N W 0 ° W In 2 a LL O O tr LL . ° uI- WZ� I _�a o�m�° 0 Z rn m m N ¢¢ � N W rn Uj 0 -C.,N o��2 rn CV 0 0 N N N 0 0 N N �9a maaaa n-z REGISTERS ARCHITECT 1 ATT (W E ASE SIA!A"!GICII PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR DOOR & WINDOW SCHEDULE 10.00' CONE. ELEVATION STOREFRONT *GC TO VERIFY EXISTING DIMENSIONS SF3 114"=V-0" T.O. FINISHED FLOOR WINDOW TYPES 0 * GC TO VERIFY EXISTING DIMENSION A7.v1 JACKSON I MAIN ARCHITECTURE P.S. 0 2019 NEW CMU VENEER PER ELEVATION — NEW SHEALTHING AT CMU FACE BRICK ONLY - NEW WRB BEHIND GROUT — EXISTING WALL TYPE PER PLAN — R-19 ROCK WOOL BATT INSULATION NEW STEEL STUDS TO SUPPORT NEW SHEALTHING EXISTING GWB PER WALL TYPE i' EXISTING BLOCK AND SHIM CORNER BEAD BACKER ROD AND SEALANT 314" HARDWOOD SILL WINDOW TYPE PER ELEVATION ALUM. WINDOW JAMB @ CMU SIDING .17 1 f 3"=,,-0" WINDOW TYPE PER ELEVATION AIR SEALANT EXISTING BLOCK AND SHIM NEW CMU VENEER PER ELEVATION E NEW STEEL STUDS TO SUPPORT NEW SHEALTHING NEW SHEALTHING AT CMU FACE BRICK ONLY �I! — NEW WRB BEHIND GROUT R-19 ROCK WOOL BATT (:- INSULATION EXISTING GWB PER WALL TYPE ALUM. WINDOW SILL @ CMU SIDING - • - 119191 - COLUMN, REF. STRUCTURAL FOR SIZING DOME CONCRETE AT TOP MINIMUM 12" 0 CONCRETE COLUMN BASE WITH DOMED CONCRETE TOP ELEVATION PLAN COLUMN - TYPICAL GUARD PARKING D NEW CMU VENEER PER ELEVATION j 3'- 6" NEW WRB AND FLASHING BEHIND GROUT NEW SHEALTHING AT CMU FACE BRICK ONLY VERIFY EXISTING HEAD TRACK CONT SEALANT AT PERIMETER o 0 (BOTH SIDES) HM FRAME PER SCHEDULE NOTE: PROVIDE PAINTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED ON SITE PLANS ARROW DOUBLE PAINT 2 COATS NEW FLASHING TRAFF TH CI LINE WHITE OF SEAL/SILENCERS PER SCHEDULE ' NOTE: DOOR PER SCHEDULE PROVIDE PAINTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED ON SITE PLANS CMU SIDING SPARKING DIRECTIONAL ARROW SINGLE 5 1/2" = 1'-0" NEW CMU VENEER PER ELEVATION NEW WRB BEHIND GROUT EXISTING WALL TYPE PER PLAN NEW SHEALTHING AT CMU FACE BRICK ONLY R-19 ROCK WOOL BATT INSULATION EXISTING GWB PER WALL TYPE NEW STEEL STUDS TO SUPPORT NEW SHEALTHING EXISTING BLOCK AND SHIM NEW WINDOW FLASHING CORNER BEAD WINDOW TYPE PER ELEVATION 9� EXTERIOR H.M. DOOR EXISTING OR NEW EXTERIOR SIDING MATERIAL INTEGRAL WRB AND ROCK WOOL INSULATION, R-19 MINIMUM (IN OFFICE ONLY) ADD FLEXIBLE WRAP AT DOOR HEAD TO CREATE WATER TIGHT SEAL VERIFY EXISTING HEAD TRACK CONT SEALANT AT PERIMETER (BOTH SIDES) HM FRAME PER SCHEDULE NEW FLASHING SEAL/SILENCERS PER SCHEDULE DOOR PER SCHEDULE METAL SIDING EXISTING EXTERIOR WALL, VERIFY EXTERIOR SUBSTRTE NEW SHEATHING AT CMU FACE BRICK ONLY NE'1! STEEL STUDS TO SUPPORT NEW SHEALTHING GROUT WITH REINFORCING MESH NEW WRB BEHIND GROUT NEW CMU VENEER PER ELEVATION OVERLAP WRB OVER FLASHING SEAL BASE BEHIND WRB ATSUBSTRATE METAL FLASHING, MATCH CMU VENEER COLOR g CMU VENEER TO GROUND TRANSITION 1 V 3" =1, 0" ., EXTERIOR EXISTING WALL ASSEMBLY 2 LAYERS W.R.B. NEW STEEL STUDS TO SUPPORT NEW SHEALTHING MORTAR JOINT - TYPICAL ADHERED MANUFACTURED CMU VENEER MORTAR SETTING BED OVER MORTAR SCRATCH COAT EXTRA LAYER W.R.B. 12" EACH DIRECTION FROM CORNER PROVIDE CMU VENEER CORNER PIECES PER MANUFACTURER LATH TO WRAP AROUND CORNER TO NEXT FRAMING MEMBER, LAP AND SECURE EXISTING BUILDING STRUCTURE R-19 ROCK WOOL BATT / INSULATION MU VENEER @ OUTSIDE CORNER t 1112" =1'-0" INTERIOR EXISTING ROOF FLASHING, PATCH ANCREPAIR AS NECESSARY EXISTNG GUTTER .OVERLAP NEW FLASHING LINER EXISTING GUTTER MEAL COUNTERFLASHING METAL ROOFING PER PLAN METAL COUNTERFLASHING MEAL FLASHING NEW CMU VENEER PER ELEVATION GROUT WITH REINFORCING MESH NEW SHEATHING AT CMU FACE BRICK ONLY R-19 ROCK WOOL BATT INSULATION NEW STEEL STUDS TO SUPPORT NEW SHEALTHING FLEXIBLE SEALANT & FLEXIBLE BACKER STOREFRONT PER PLAN CORNER BEAD STOREFRONT HEADER DETAIL (ISTING EXTERIOR WALL, ERIFY EXTERIOR SUBSTARTE TEGRAL WRB AND ROCK WOOL SULATION, R-19 MINIMUM (ISTING EXTERIOR METAL SIDING ECURED TO METAL BUILDING PURLINS )D FLEXIBLE WRAP AT MATERIAL iANGE JOINT CREATE WATER TIGHT EAL ZE-FINISHED EDGE TRIM I METAL PANEL MANF. 2E-FINISHED EDGE TRIM BY _MENTITIOUS PANEL MANF. ✓ERLAP WATER BARRIER (ISTING BUILDING -RUCTURE =W SHEATHING AT OU FACE BRICK ONLY 19 ROCK WOOL BATT SULATION ROUT WITH REINFORCING MESH EW STEEL STUDS TO SUPPORT EW SHEALTHING iW CMU VENEER PER ELEVATION CMU VENEER TO EXIST. MTL. SIDING V r3"=,,0" ALUMINUM STOREFRONT PER SCHEDULE CONTINUOUS BEAD OF SEALANT -- SHIM AS REQUIRED. CONTINUOUS BEAD OF SEALANT AND BACKER ROD - FULL PERIMETER OF WINDOW _ PRE -FABRICATED SILL PAN - SET IN FULL BED OF SEALANT SEALANT ..�°, FILLER BOARD FINISH GRADE, SLOPE AWAY FROM STRUCTURE ` —FLOOR ASSEMBLY PER SECTION A - STOREFRONT SILL DETAIL DOOR TYPE PER ELEVATION FINISH GRADE — SET THRESHOLD IN 3 SIDED SOLDERED DOORSILL WITH BACK DAM IN CENTER OF THRESHOLD. SET PAN IN SEALANT ALUMINUM THRESHOLD WITH RAMPS AND MAX HEIGHT OF 1/2" AIR / WATER BARRIER — DRAIN MAT FINISH FLOOR r� .g EXISTING CAST -IN - PLACE CONCRETE EXPANSION CONTROL JOINT ALUM. WINDOW HEADER t3" =1'-0" ALUM. WINDOWSILL DOOR PER SCHEDULE DOOR SWEEP PER SCHEDULE NEW OR EXISTING EXTERIOR SIDING MATERIAL EXISTING WALL TYPE PER PLAN INTEGRAL WRB AND ROCK WOOL INSULATION, R-19 MINIMUM ADD FLEXIBLE WRAP AT WINDOW HEAD TO CREATE WATER TIGHT SEAL JACKSON MAIN EXISTING GWB PER WALL TYPE A R C H I T E C T U R E EXISTING BLOCK AND SHIM 3 i 1 FIRST AVENUE SOUTH SEATTLE, WA 98104 1206,324.4800 W W W JACKSONMAIN.COM NEW WINDOW FLASHING CORNER BEAD FOR COMPLIANCEWINDOW TYPE PER ELEVATIONPROVEDAR rREWED 17 20211- METAL SIDING I G DIVISIlNG DIVISION NEW OR EXISTING EXTERIOR SIDING r 1 MATERIAL v../ EXISTING WALL TYPE z PER PLAN INTEGRAL WRB AND ROCK WOOL INSULATION, �- R-19 MINIMUM Q EXISTING GWB PER WALL TYPE W LLJ X ADD FLEXIBLE WRAP AT �. W (— WINDOW JAM TO CREATE ��r///�� W WATER TIGHT SEAL LL EXISTING BLOCK AND SHIM Cr Z)O CORNER BEAD 1 WILL 0 BACKER ROD AND SEALANT ` C",3/4" HARDWOOD SILL 0 WINDOW TYPE PER ELEVATION METAL SIDING Q J_ WINDOW TYPE PER ELEVATION Y AIR SEALANT J SILL ry EXISTING BLOCK AND SHIM W ADD FLEXIBLE WRAP AT Q WINDOW SILL TO CREATE WATER TIGHT SEAL NEW OR EXISTING EXTERIOR SIDING MATERIAL INTEGRAL WRB AND ROCK WOOL INSULATION, R-19 MINIMUM EXISTING BATT INSULATION EXISTING GWB PER WALL TYPE METAL SIDING W00 00 J J 00 Qw (A r w tr = O D k O C Co DZ N W r F0Z�w g 0 R 0 W U (L W0 w j Z�m p ,I- K o &Zo m o m m o ¢¢ N m m Uj 0 `V o m o 0 0 N <nmNcoa 0 0 0 N N maaaa o.-o.-o REf`oc,D CITY OF U*N' lLA ti3 13 _2 PE.iiIT CENTER 1193REG-`"— A CIHIT OT t ATTF WE ASE FRAME, BEYOND sT,�.1 0� ra�slj�, "C THERM.BROKEN ANODIZED ALUMINUM THRESHOLD.MAX. PROJECT NO.: 19074 HEIGHT:1/2" PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR EXTERIOR FINISH FLOOR DETAILS ELEVATION ALUM. WINDOW HEADER I V % 3" =1'-0" CMU SIDING AWNING FLASHING 8� STOREFRONT DOOR SILL DETAIL OOR THRESHOLD DETAIL ■0 JACKSON I MAIN ARCHITECTURE P.S. 2019 01 U N VICINITY MAP N.T.S. ARCHITECT SITE N LOCATION MAP N.T.S. CIVIL ENGINEER g t�1 i 1a i LEGAL DESCRIPTION TAX LOT NO: 8811180199 ZONING: COMMERCIAL LIGHT INDUSTRIAL (CLI) OVERLAY: N/A ZONING MAP: NIA PLAN DISTRICT: CITY OFTUKWILA COMP PLAN: YES TITLE DESCRIPTION: PARCEL B OF CITY OF TUKWILA SHORT PLAT NO 88-3SS RECORDING NO 8811180199 SO SITE SHORT PLAT DAF - POR OF GOV LOT 2 & OF NE 1/4 OF NW 1/4 - BEG INTSN OF E MGN OF WEST VALLEY HWY SR 181 & LN 480 FT N OF & PLT MEAS AT R/A TO C/L OF S 180TH ST SW 43RD ST TH S 88-21-00 E TO W MGN OF PUGET SOUND POWER & LIGHT TRANS LN RAN PUGET SOUND ELECTRIC RAN THENCE N 01-26.00 W 306.44 FT M/L TAP OF INTSN WITH A LN 786 FT N OF & PLW CIL OF S 180TH ST TH N 88-21-00 W TO E MGN OF WEST VALLEY HWY SR 181 TH S 02-26-02 E 306.78 FT M/L TO POB STRUCTURAL ENGINEER 10 D i I;A 1101l TENANT IMPROVEMENT TO DEMOLISH AND RECONFIGURE PORTIONS OF THE FIRST AND SECOND FLOORS, INCLUDING NEW FINISHES AND PAINT ON UNDEMOLISHED PORTIONS. DETATCHED AWNINGS WILL BE ADDED OVER THE SHOP BAY DOORS. SHEETINDEX GENERAL COVER SHEET_ _G0.00 _ G0.01 _ PROJECT INFORMATION & ANNOTATION KEY G0.02 OCCUPANCY & EXIT PLANS G0.07 ACCESSIBILITY DETAILS SURVEY 1/2 ALTA/NSPS LAND TITLE SURVEY 2/2 ALTA/NSPS LAND TITLE SURVEY CIVIL C-A T.E.S.C. C-2.0 CIVIL SITE PLAN C-2.1 SITE DETAILS ARCHITECTURAL A0.00 SITE DEMOLITION PLAN A0.01 FLOOR DEMOLITION PLAN - LEVEL 01 A0.02 FLOOR DEMOLITION PLAN - LEVEL 02 A0.03 RCP DEMOLITION PLAN - LEVEL 01 A0.04 RCP DEMOLITION PLAN - LEVEL 02 A1.00 SITE PLAN A2.00 FLOOR PLAN - LEVEL 01 A2.01 FLOOR PLAN - LEVEL 02 A2.10 REFLECTED CEILING PLAN - LEVEL 01 A2.11 REFLECTED CEILING PLAN - LEVEL 02 A2.20 FLOOR FINISH PLAN - LEVEL 01 A2.21 FLOOR FINISH PLAN - LEVEL 02 A2.31 WALL FINISH PLAN - LEVEL 01 A2.32 WALL FINISH PLAN - LEVEL 02 A3.01 EXTERIOR ELEVATIONS A3.02 EXTERIOR ELEVATIONS A4.01 BUILDING SECTIONS A5.01 INTERIOR PLANS & ELEVATIONS A5.02 INTERIOR PLANS & ELEVATIONS A5.03 INTERIOR PLANS & ELEVATIONS A5.04 INTERIOR ELEVATIONS A5.05 CASEWORK DETAILS A5.06 CASEWORK DETAILS A7.01 DOOR & WINDOW SCHEDULE ___ A7.02 FINISH SCHEDULE A8.01 WALLASSEMBLIES A8.02 INTERIOR DETAILS A8.03 EXTERIOR DETAILS STRUCTURAL S0.01 GENERAL NOTES & A_BBREVIATIONS S1.00 FLOOR PLAN S1.01 ROOF FRAMING PLAN S2.01 SECTIONS & ELEVATTONS S2.02 DETAILS S2.03 DETAILS MECHANICAL M0.01 MECHANICAL LEGEND AND NOTES M0.02 MECHANICAL SCHEDULES M1.01 _ HVAC DEMOLITION FLOOR PLAN - LEVEL 01 M1.02 HVAC DEMOLITION FLOOR PLAN - LEVEL 02 M2.01 HVAC FLOOR PLAN - LEVEL 01 M2.02 HVAC FLOOR PLAN - LEVEL 02 PLUMBING P0.01 PLUMBING LEGEND, SCHEDULES AND NOTES P1.01 PLUMBING DEMOLITION FLOOR PLAN - LEVEL 01 P1.02 PLUMBING DEMOLITION FLOOR PLAN - LEVEL 02 P2.01 PLUMBING FLOOR PLAN - LEVEL 01 P2.02 PLUMBING FLOOR PLAN - LEVEL 02 ELECTRICAL E0.0 TITLE SHEET, LEGEND AND SCHEDULE E0.1 RISER DIAGRAM & PANEL SCHEDULES E0.2 SCHEDULES E1.0 ELECTRICAL SITE PLAN ED1.1 LEVEL 01 ELECTRICAL DEMOLITION PLAN ED1.2 LEVEL 02 ELECTRICAL DEMOLITION PLAN ED2.1 LEVEL 01 LIGHTING DEMOLITION PLAN ED2.2 LEVEL 02 LIGHTING DEMOLITION PLAN E1.1 LEVEL 01 POWER/COMMUNICATIONS PLAN E1.2 LEVEL 02 POWER/COMMUNICATIONS PLAN E2.1 LEVEL 01 LIGHTING PLAN E2.2 LEVEL 02 LIGHTING PLAN E3.1 LEVEL 1 MECHANICAL CONNECTIONS PLAN E3.2 LEVEL 2 MECHANICAL CONNECTIONS PLAN E4.0 ELECTRICAL DETAILS E5.0 ELECTRICAL SPECIFICATIONS SEPARATE PERMIT REQUIRED FOR: []' Mechanical Electrical ff Plumbing Cf Gas Piping City of TUkvAIa BUILDING DIVISION RECEIVED CITY OF TLIKV'Jtt_�`. JAN 2 / azi PERMIT CENTS!,. DELEGATED DESIGN BID ALTERNATES PERMIT NUMBER CODE COMPLIANCE APPROVED THE GENERAL CONTRACTOR SHALL SCHEDULE A FIRESTOPPING MEETING WITH THE BID ALTERNATE #1: CONSTRUCTION D19-0393 BUILDING INSPECTOR AND ALL SUBCONTRACTORS THAT WILL BE INSTALLING FIRESTOPPING EXTERIOR AWNING - INCLUDES FOUNDATION, PILES, MAR 23 2021 SIB MATERIALS. EACH SUBCONTRACTOR WILL PROVIDE A LIST OF FIRESTOP MATERIALS / COLUMNS, STRUCTURAL FRAMING, BOLLARDS, e�5 ASSEMBLES WHICH WILL BE USED, AND THE LISTING AND APPROVAL INFORMATION (I.E. [CC LIGHTING AND POWER, AND FINISH AS NOTED IN OR OTHER. APPROVED REPORT //LISTING NUMBERS). THIS INFORMATION MUST BE PLANS. GC TO ALSO INCLUDE A UNIT PRICE FOR City of Tukwila SUBMITTED TO AND APPROVED BY THE BUILDING INSPECTOR PRIOR TO ANY INSTALLATION. POTENTIAL ADDITION TO AWNING ON THE NORTH SIDE. BUILDING DIVI RI G� SEPARATE SUBMITTALS SEPARATE SUBMITTALS BID EXTERIERLANDSC EXTERIOR LANDSCAPE -INCLUDES DESIGN AND REPLACEMENT OF EXISTING LANDSCAPING LANDSCAPE AND IRRIGATION AS REQUIRED. Q2 FILE COPYq MECHANICAL PERMIT M19-0203 ELECTRICAL PERMIT EL19-1042 NG. L�l �/ " D 3l3 BID ALTERNATE #3: PLUMBING PERMIT PG19-0191 METAL ROOF - INCLUDES NEW STANDING SEAM ROOF EXTERIOR SIGNAGE TBD - Plan review approval is subtoct to errors and AND INSULATION. omissions. Approval of construction documents does not authorize the violation 01 any adopted code or MECHANICAL ENGINEER oorwitlonslsacKnowledged: ELECTRICAL ENGINEER GEOTECHNICAL ENGINEER er: < 0 yl. b / 9 RYDER SYSTEMS, INC. JACKSON ( MAIN ARCHITECTURE P.S. NAVIX ENGINEERING AUE METRIX ENGINEERS, LLC CASE ENGINEERING TERRACON CONSULTANTS INC. 4712 SOUTH FREEWAY 311 1ST AVE. S. 11235 SE 6TH STREET #150 13228 NE 20TH STREET #100 725 POWELL AVE. SW #100 19515 NORTH CREEK PARKWAY #302 811 1ST AVE. #404 FORT WORTH, TX 76115 SEATTLE WA 98104 BELLEVUE, WA 98004 BELLEVUE, WA 98005 RENTON, WA 98057 BOTHELL, WA 98011 SEATTLE, WA 98104 PHONE: (817) 927.4417 PHONE: (206) 324 4800 PHONE: 425 458.7900 0 ( ) PHONE: 425 614.0949 ( } PHONE: 425 336-2822 ( ) PHONE: 42 402- 0 ( 5) 94 0 N 2 2 - 5 PHONE: (06) 64 829 EMAIL: MATTHEW_J_DELLORUSSO@RYDER.COM EMAIL: MATT.LAASE@JACKSONMAIN.COM EMAIL: JOE@NAVIXENG.COM EMAIL: KONRADSL@AU-ENG.COM EMAIL: SCOTTM@METRIXENG.COM EMAIL: SCOTT@CASEENG.COM EMAIL: CHRISTINA.LANGUELL@TERRACON.COM CONTACT: MATTHEW DELLO RUSSO CONTACT: MATT LAASE CONTACT: JOE TAFLIN CONTACT: KONRADS LEITIS CONTACT: SCOTT MILLER CONTACT: SCOTT GORE CONTACT: CHRISTINA LANGUELL City Of Tukwila BUILDING DIVISION JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSONMAI N. COM U Z VJ r W W1- X r~ U) %/� L U) 0 W O 0 } N Of W 000 J c- Q � U W W 3:g Q LO Ln {.tom F r M 2 00 O 0 of U <p < mRk=? �U t=i1Z�0 moU y2¢ a Wd U U 0LL O O0o LitW xzgo L%of WZ C - 0 D LU o m w U< m m N 4 w N C of m O N O m N O O N N N N O O N N fD N N 00 N N O� oN O.- c� O t0 a- �REGISTERE ARCHITECT to ATT EWE SE PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR COVER SHEET IS s JACKSON I MAIN ARCHITECTURE P.S. ® 2019 ± 8'- 0 1/2" TRUE PROJECT NORTH NORTH - 7 1/2" r2 A3.02,7 A4.01 24'- 11 3/4" ± 25'- 2 1/4" SHEET NOTES: A REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. REFER TO G SERIES SHEETS FOR CODE & ACCESSIBILITY STANDARDS. C. REFER TO A8 SERIES FOR SPECIFIC WALL ASSEMBLY INFORMATION D. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. E. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES. F. PROVIDE WALL GUARDS AT ALL EXPOSED GYPSUM BOARD OUTSIDE CORNERS IN PUBLIC AREAS. G. FOR FRAMED WALLS- LOCATE HINGE SIDE OF ALL DOORS 4-1/2" FROM PERPENDICULAR FRAMING U.N.O. H. FOR MASONRY WALLS- LOCATE HINGE SIDE OF DOOR 8"FROM PERPENDICULAR WALL U.N.O. I. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. J. REMOVE UNECCESSARY FURRING WHERE POSSIBLE TO CREATE A FLUSH WALL. m KEYNOTES: RECEIVED CITY OF TUI(WILA JAN 21 2021 PEPAT OFNTER NOTE I I 02.19 CLEAN AND PREPARE BOLLARD FOR "IDEAL SHIELD 1/4" THICK SLEEVE," RED, PART NUMBER: PPH-RD-06-60-S 0151 EXISTING CONCRETE APRON 02.68 REMOVE ALL OBSOLETE WIRING, AND CLEAN AND ORGINIZE EXISTING WIRING AND NEW WIRING 03.03 NEW CONCRETE APRON 05.01 FULL HEIGHT WALL WITH NO CEILING 05.02 ALLIGN NEW WALL FINISH WITH EXISTING WALL FINISH 05.05 0 5.0 INFIL OLD DOOR WITH SIMILAR WALL TYPE AS EXISTING ADJACENT WALLS, MAKE MAKENEW WALL FLUSH WITH EXISTING 08.03 NEW OVER HEAD DOORS WITH AUTOMATIC OPENERS 09.30 REPAIR AND PATCH DAMAGED INTERIOR FINISH MATERIAL BEFORE PAINTING 13 NEW COLUMNS PER STRUCTURAL d z to Lo W co I'- F— LL] WX cf) ry F- ui 0 ui 0 _;�: r U) F- 04 ry V-- 0 u- 00 LLI 00 oo > U) Lij w 3::5 Lo ry 00 r-- 2 < z z 0 0 2 z M m z ::) U) Z 0 z 0 EL 0 UJI cc z 0 < 3: xz!5(3 w aaWit 5 a W u- -c-f— — — Q. 7793 REGISTERS TERE ARCHITECT �"TT Wr SE �] PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR FLOOR PLAN - LEVEL 01 z 'uo JACKSON I MAIN ARCHITECTURE P.S. 02019 C B.9 /-n\ ROOF I� k ROOF - - 20.00' - — (� ( - - - 20.00' LEVEL 10.0I 02 _ ___ _ - _ _ i � jJ- - � LEVE0.00' _ LEVEL 01 _ LEVEL 01 U-4--) WALL SECTION @ 8' WALL CMU VENEER 1/2" =1'-0" . WALL SECTION - SOUTH E D C B.9 3 A401 --- os.o3 I I I 14'-0" Z Z U. 3 U. z � LL O a a.. O w I � O O a BUILDING SECTION - THROUGH AWNING I ( ( I I I I I I I I I I ( I I I I I I I I I I I I I I I A.1 WALL SECTION a@ 4' WALL CMU VENEER 1,2" = P-0" LEVEL 02 10.00' LEVEL 01 0.00' SHEET NOTES: A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROCEDURAL NOTES. B. REFER TO WINDOW AND DOOR SCHEDULES FOR SILL HEIGHTS, ETC. C, REFER TO FINISH FLOOR PLANS, INTERIOR ELEVATIONS, AND FINISH SCHEDULES FOR INTERIOR FINISH MATERIALS AND TRANSITIONS. D, REFER TO EXTERIOR DETAILS FOR TYPICAL ROOF AND FLASHING DETAILS. E. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR FINISH MATERIALS PATTERNS AND COLORS. F. REFER TO STRUCTURAL DRAWINGS FOR ALL FOOTING, BRACING, AND SUPPORT COMPONENTS. G. THROUGH -WALL COUNTERFLASHING SHALL BE APPROPRIATE TWO-PIECE PREFINISHED SHEET METAL PER S.M.A.C.N.A. MANUAL FIG 4-41) U.O.N. H. ALL PENETRATION FIRESTOP ASSEMBLIES SHALL MATCH THE RATINGS OF THE ASSEMBLIES THEY PENETRATE. L GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE. THIS DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. RECEIVED CITY OF TUKWILiA JAN 2 7 2021 PERMIT CENTER KEYNOTES: # I NOTE 02.19 CLEAN AND PREPARE BOLLARD FOR "IDEAL SHIELD 1/4" THICK SLEEVE," RED, PART NUMBER: PPH-RD-06-60-S 03.02 NEW BOLLARD, MATCH EXISTING STYLE AND COVER IN "IDEAL SHEILD 1/4" THICK RED; PART NUMBER: PPH-RD-06-60-S 03.06 _SLEEVE," CONCRETE COLUMN GUARD, REFERENCE EXTERIOR ELEVATIONS FOR PAINT COLOR AND DETAIL 13/A8.03 05.03 NEW METAL AWNING, REFERENCE A4.01 AND STRUCTURAL DRAWINGS 07.01 REMOVE EXISTING SIDING AND REPAIR DAMAGED WATER BARRIER AND SUBSTRATE, REPLACE FINISH WITH NEW MATERIAL AS INDICATED 07,02 NEW GUTTER REFERENCE EXTERIOR ELEVATIONS FOR PAINT COLOR, CONNECT DOWNSPOUT TO EXISTING DOWSPOUT (CONCEAL APPEARANCE ALONG DIAGONAL BRACING) 08.03 NEW OVER HEAD DOORS WITH AUTOMATIC OPENERS � rq- 03 y3 U z Lo to >- i- � F- LL 2 U _ ry =>O W 0> N ry It O RE Q = J W oco QOD I— U) W LLI p o 00 00 FZ T- F- K z 90 a W ZFO Wo— Zo �2 0 cr UJx LL Q0a0 U 3 w aLL LL z W �sgw p K LL O U(D N o - o� WEED QK O N O O O jV N M W O O N N c0 maao.- o�-o.-o .— � N 7793 REGISTERS ARCHITECT �NATT W E SE rAIF of Inns+nrlcroN PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR BUILDING SECTIONS Azt.0 JACKSON I MAIN ARCHITECTURE P.S. 02019 DE51GN CODES AND LOADING: INTERNATIONAL BUILDING CODE (2015 EDITION) LIVE LOADS: ROOF SNOW: 25 PSF LATERAL LOAD51 WIND: V35 =110 MPH, EXP C, KA = 1.0 SEISMIC: 5s=1.426, 51-0.531, 5d5= O.g51, Shc= 0.531, Is=1,0 RISK CATEGORY 11 5EI5MIC SOIL SITE CLA55 D SEISMIC DESIGN CATEGORY F SEISMIC COEFFICIENT, Cs = 0.272 RESPONSE MODIFICATION FACTOR, R = 3.5 BASIC LATERAL FORCE RESISTING SYSTEM VERTICAL ELEMENT: ORDINARY STEEL MOMENT FRAME BASIC LATERAL FORCE RESISTING SYSTEM HORIZONTAL ELEMENT: STEEL DECKING ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE DESIGN BASE SHEAR: EAST/WEST = 2.54 KIPS (ASO), NORTH/SOUTH = 2.54 KIPS (ASD) GENERAL: THE INTERNATIONAL BUILDING CODE AND STANDARDS SHALL GOVERN ALL MATERIALS AND WORKMANSHIP, ALL TEMPORARY SHORING OR BRACING 15 THE RESPONSIBILITY OF THE CONTRACTOR. THE DRAWINGS REFLECT THE FINAL FINISHED CONDITION OF THE STRUCTURE. THESE DRAWINGS ARE NOT INTENDED TO SHOW EACH AND EVERY CONDITION, BUT INDICATE THE GENERAL N SPECIFICALLY DETAILED, SIMILAR CONDITIONS SHALL BE USED AT CONSTRUCTION. WHERE CONDITIONS ONS ARE NOT PEC F C Y D T , THE DISCRETION AND APPROVAL OF THE ARCHITECT AND ENGINEER. THE CONTRACTOR 15 RESPONSIBLE FOR ALL JOB SITE SAFETY AS WELL AS ALL MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION TO SAFELY PERFORM THE WORK, AUE ENGINEERS HAS NO EXPERTISE IN NOR HAS BEEN RETAINED TO PROVIDE REVIEW OF THE CONTRACTORS SAFETY PRECAUTIONS AS THEY RELATE TO THE CONSTRUCTION OF THIS PROJECT. IF ANY ERROR OR OMISSION APPEARS IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR THE C05T TO RECTIFY SAME. VERIFY AND COORDINATE OPENINGS IN FLOORS, WALLS AND ROOF WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE ARCHITECTURAL DRAWINGS SHALL BE REFERENCED FOR WALLS, FINISHES AND DIMENSIONS. DIMENSIONS PROVIDED ON THE STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE ARCHITECTURAL DRAWINGS. DRAWINGS ARE NOT TO BE SCALED SHOP DRAWINGS: SHOP DRAWINGS ARE SPECIFICALLY REQUIRED FOR THE FOLLOWING ITEMS REINFORCING STEEL STRUCTURAL STEEL SUBMIT MIX DE51GN FOR REVIEW THESE DRAWING5 SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ARCHITECT FOR REVIEW. THE REVIEW WILL BE FOR THE DESIGN INTENT ONLY, THE SHOP DRAWINGS SHALL BE SUBMITTED BEFORE PROCEEDING WITH FABRICATION AND SHALL ALLOW TWO WEEKS MINIMUM FOR REVIEW, WE WILL REVIEW ONLY ONE REPRODUCIBLE SET AND ONE COPY TO BE RETAINED BY AUE, FOOTING AND FOUNDATION LOADING: SOILS REPORTS: NO.81lg5Ogl, FILED BY TERRACON CONSULTANTS, INC., DATED Oq-20-201g (MODIFIED 01-12-21) ALLOWABLE 501L BEARING PRE55URE:-----------------------------------------1000 P5F (W/ MAT FOUNDATION) SUBGRADE MODULUS:-----------------------------------------------------100 PCF SPECIFIED SOIL SITE CLA55:------------------------------------------------F ALL SOIL CRITERIA MUST BE VERIFIED IN THE FIELD. ALL DATA LI5TED WAS A55UMED PER INFORMATION PROVIDED, THE CONTRACTOR 15 TO REVIEW THE SOILS REPORT BEFORE BEGINNING CONSTRUCTION AND 15 TO BE FAMILIAR WITH ALL RECOMMENDATIONS NOTED WITHIN THE REPORT. ALL FOOTING DIMENSIONS ARE MINIMUMS. ALL FOOTINGS SHALL REST ON COMPACTED STRUCTURAL FILL OR UNDISTURBED EARTH WHERE SHOWN IN THE SOILS REPORT, 5UBGRADE WALLS ARE DESIGNED ASSUMING A "DRAINED" CONDITION, SEE CIVIL AND MECHANICAL DRAWINGS FOR 5UBGRADE DRAINAGE SYSTEM. 5UBGRADE WALLS SHALL ATTAIN THEIR DESIGN STRENGTH PRIOR TO PLACING BACKFILL. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACES FOR WALLS IF BACKFILL15 PLACED BEFORE WALLS AND SLA65 ACHIEVE THEIR DE51GN STRENGTH OR IF WALL RELIES ON UPPER SLAB FOR SUPPORT, REINFORCED CONCRETE: MINIMUM CONCRETE PROPERTIES: ALL CONCRETE EXPOSURE CATEGORIES PER ACI 315 TABLE 4.2.1 STRUCTURAL CONCRETE (EXPOSURE FI/F2): f'c = 4,500 psi, (26-DAY STRENGTH (Vc)) INTERIOR SLAB ON GRADE (EXPOSURE FO): f'c = 2,500 psi GENERAL REQUIREMENTS: ALL CONCRETE WITH EXPOSURES EXCEEDING FO SHALL HAVE AIR ENTRAINMENT PER AC1315 TABLE 4.4.1 OR AS NOTED: -CONCRETE EXPOSED (FI) TO MOISTURE AND FREEZING/THAWING SHALL HAVE 5% AIR ENTRAINMENT +/-1,5% -CONCRETE EXPOSED (F2/F3) TO CONTINUOUS MOISTURE OR SOIL AND FREEZING/TNAWING SHALL HAVE 6% AIR ENTRAINMENT +/-1.5% CONCRETE SLUMP SHALL BE 3" PRIOR TO ADDITION OF ADMIXTURES AND 8" MAX SLUMP AFTER ADDITION. CALCIUM CHLORIDE MAY NOT BE USED. NOMINAL AGGREGATE 51ZE SHALL BE LIMITED TO 3/4" MAXIMUM, U.N.O. OR AS APPROVED BY THE ENGINEER. ALL CONCRETE SHALL HAVE 5 1/2 SACKS MINIMUM OF CEMENT PER CUBIC YARD AND A MAXIMUM WATER/CEMENT RATIO =0.45. FLYASH MAY BE USED TO REPLACE UP TO A MAXIMUM OF 25% OF CEMENT BY WEIGHT. CONCRETE SUPPLIER SHALL COORDINATE EXPECTED WATER VAPOR TRANSM1551ON RATES DURING CURING OF THE CONCRETE WITH CONTRACTOR AND ARCHITECT TO ALLOW FOR FLOORING/ROOFING TO BE INSTALLED. ELECTRICAL CONDUIT PLACED IN CONCRETE SHALL BE RIGID STEEL OR FLEXIBLE PLASTIC CONDUIT, NO ALUMINUM 15 ALLOWED. FOR CONDUIT PLACED IN SLABS THE MAXIMUM OUTSIDE DIAMETER SHALL NOT EXCEED 1/6 TIMES SLAB THICKNE55 AND IT SHALL BE LOCATED IN THE MIDDLE THIRD. NO MORE THAN ONE LAYER OF CONDUIT MAY BE USED, ANCHOR CONDUIT TO A MINIMUM OF #4 @ 12" O.C. PERPENDICULAR TO CONDUIT AND EXTENDING 12' MINIMUM BEYOND. FOR CONDUIT PLACED IN CONCRETE OVER METAL DECKING, CONDUIT MAY RUN IN THE VALLEY OF THE DECK FLUTES ONLY WITH A MINIMUM OF V COVER ABOVE AND NO MORE THAN ONE CONDUIT PER DECK FLUTE. CONDUIT SHALL NOT BE LOCATED IN FOOTINGS, BEAMS OR GIRDERS WITHOUT PRIOR APPROVAL OF THE ENGINEER. NON SHRINK GROUT FOR BASE PLATES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6,000 P51. GROUT SHALL BE AN APPROVED CEMENTITIOU5 MATERIAL WITH NATURAL AGGREGATES AND INSTALLED PER THE MANUFACTURES DIRECTIONS, IF FLOWABLE GROUT MIX 15 NOT ADEQUATE FOR COVERAGE AN EPDXY GROUT MAY BE USED. CONCRETE PLACED DURING FREEZING OR NEAR -FREEZING WEATHER SHALL COMPLY WITH REQUIREMENTS OF ACI 318-5.12. CONCRETE PLACED DURING HOT WEATHER SHALL COMPLY WITH ACI 318-5.13. CONCRETE CLEAR COVER FOR REINFORCING STEEL 15 AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE: 3" FORMED SURFACES IN DIRECT CONTACT WITH EARTH OR WEATHER: 2" FOR 4418, 1-1/2" FOR UP TO #5 BAR SLABS, WALLS AND JOISTS NOT EXPOSED TO EARTH OR WEATHER: 1-1/2' FOR #14418, 3/4' FOR UP TO #5 BAR BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR HEATHER:1-1/2" REINFORCING STEEL GENERAL REQUIREMENTS: STANDARDS FOR ALL REINFORCING STEEL: A51N A615 GRADE 60. EPDXY COATED REINFORCING STEEL: ASTM A775 GRADE 60. DETAILING (BENDS, HOOKS, SPLAYS, ETC) SHALL BE IN ACCORDANCE WITH ACI 315 AND 318 (LATEST EDITION). MINIMUM LAP AT ALL CONTINUOUS REINFORCEMENT: 30 BAR DIAMETERS OR 1'-6" U.N.O., SEE TABLE FOR REQUIRED LENGTHS CORNER BARS SHALL BE PROVIDED AT ALL CORNERS AND WALL OR FOOTING INTERSECTIONS. CORNER BAR LAPS SHALL BE A MINIMUM OF 30 BAR DIAMETERS OR 1'4', SEE TABLE FOR REQUIRED LENGTHS. ALL OPENINGS IN CONCRETE SLABS WALLS ETC. MUST HAVE 2) 5 MIN. U.N.O. TRIM BARS ALL AROUND THE OPENING. TRIM BARS MUST EXTEND 2'-6" PAST EVERY CORNER. FIELD BENDING OF BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE IS NOT ALLOWED UNLESS APPROVED BY THE STRUCTURAL ENGINEER. STANDARD FOR ALL WELDED WIRE MESH: ASTM A-165. LAP ALL EDGES 1 1/2 MESH MINIMUM. R DG ALL REINFORCING STEEL SHALL BE FREE OF GREASE, OIL, OR MUD, ETC. AT THE TIME OF CONCRETE PLACEMENT. INTENDED COATINGS SHALL BE PER PLANS OR APPROVED BY ENGINEER. ALL BOLTS SHALL BE TIED IN PLACE 50 THAT THEY ARE HELD IN THE CORRECT FINAL POSITION THROUGHOUT THE CONCRETE PLACEMENT, DO NOT "WET STICK" BOLTS. WELDING REQUIREMENTS: STANDARDS FOR WELDING OF REINFORCING BARS: AN51/AW5 DIA-q8. REINFORCEMENT SHALL NOT BE WELDED UNTIL A CHEMICAL ANALYSIS SUFFICIENT TO DETERMINE THE CARBON EQUIVALENT 15 PERFORMED. THE CARBON EQUIVALENT OF REINFORCING STEEL BARS SHALL BE CALCULATED FROM THE CHEMICAL COMPOSITION AS SHOWN IN THE MILL TEST REPORT. IF MILL TEST REPORTS ARE NOT AVAILABLE, A CHEMICAL ANALYSIS SHALL BE MADE OF BARS REPRESENTATIVE OF THE BARS TO BE WELDED. THE CARBON EQUIVALENT (C.E.) SHALL NOT EXCEED .55. REINFORCEMENTS MEETING ASTM A706 DEEMED TO MEET THE WELDABILITY REQUIREMENTS MAY BE USED IN LIEU OF TESTING. SPECIAL INSPECTION 15 REQUIRED FOR ALL FIELD WELDING. STRUCTURAL STEEL: GENERAL REQUIREMENTS: TUBE COLUMNS: ASTM A500 GRADE B (Fy=46000 psi). PIPE COLUMNS: A5TM A53 GRADE B (Fy=35,000 psi). ALL 'W' AND 'H' SHAPES: A992, (Fy=50,000 psi), ALL OTHER STEEL: ASTM A36. ALL STAINLESS STEEL 316L (Fy=30,000 psi). ALL BOLTS: A325 AS M INSTALLED PER CRITERIA FOR SLIP CRITICAL CONNECTIONS U.N.O. T ALL ANCHOR BOLTS: ASTM FI55A GRADE 31, U.N.O. FURNISH ANCHOR RODS WITH MATCHING DOUBLE HEAVY HEX NUTS AT THE END EMBEDDED IN CONCRETE. CAST -IN HEADED BOLTS SHALL BE PLACED ACCURATELY INTO FINAL POSITION PRIOR TO POURING CONCRETE. ADDING BOLTS AFTER A POUR OR 'WET STICKING' 15 NOT ALLOWED. PROVIDE WASHERS FOR ALL BOLTS AS REQUIRED BY AI5C. AS A MINIMUM PROVIDE STANDARD CUT WASHERS UNDER ALL NUTS, ONE COAT OF APPROVED SHOP PAINT MINIMUM TO ALL STEEL NOT EMBEDDED IN CONCRETE. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AI5C (A5D) SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. STEEL NOTED AS GALVANIZED SHALL BE NOT -DIP GALVANIZED UNO. CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL MISCELLANEOUS METALS THAT ARE INDICATED IN THE ARCHITECTURAL DRAWINGS OR THOSE METALS WHICH ARE FOUND TO BE NECESSARY TO SUPPORT THE ARCHITECTURAL FINISHES OR OTHER BUILDING SYSTEMS. ALL FRAMING AND CONNECTIONS DESIGNED BY THE CONTRACTOR SHALL NOT RESULT IN ECCENTRIC LOADS BEING APPLIED TO THE PRIMARY STRUCTURE OR LATERAL LOADS BEING APPLIED TO THE BOTTOM FLANGE OF STEEL BEAMS. SUBMIT CALCULATIONS STAMPED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF THE PROJECT ALONG WITH SHOP DRAWINGS NOTING THE LOADING IMPOSED ON THE PRIMARY STRUCTURE. WELDING REQUIREMENTS: ALL WELDING SHALL MEET AW5/WAB0 CODES FOR ARC WELDING IN BUILDING CONSTRUCTION. EXCEPT AS SPECIFIED IN THE SPECIAL PROCEDURE OF THI5 SECTION, ELECTRODES MAY BE E70 (70 KSI MINIMUM). ELECTRODES MUST BE KEPT DRY AT ALL TIMES, MINIMUM WELDS SHALL BE 3/16' OR AS NOTED IN SECTION J.2b OF A15C (WHICHEVER 15 LARGER) ALL WELDING OF STAINLESS STEEL SHALL USE E30q ELECTRODES WITH A GMAC PRESS FIELD AND SHOP WELDING SHALL BE PERFORMED BY AW5/WABO CERTIFIED WELDERS. SPECIAL PROCEDURES REQUIRED IN SEISMIC DESIGN CATEGORIES D, E AND F: ALL WELDING ELECTRODES FOR LATERAL FORCE RESISTING SYSTEMS - WHICH INCLUDE BUT ARE NOT LIMITED TO - MOMENT FRAMES, BRACED FRAMES, DRAGS, ETC, SHALL BE AS FOLLOWS: SHOP WELDS AND FIELD WELDS: E70TG-K2 OR E7OT6 WITH A MINIMUM SPECIFIED CVN OF 20 ft-Ibs AT -20 DEGREES FAHRENHEIT AND 40 ft-Ibs AT 70 DEGREES FAHRENHEIT. THE BOTTOM FLANGE WELD TAB AT MOMENT FRAME CONNECTION MUST BE REMOVED AND REINFORCED WITH A 5/16"' FILLET WELD MINIMUM IN CONFORMANCE WITH FEMA-353 RECOMMENDATIONS, ALL WELD ACCESS HOLE DETAILING AT MOMENT FRAME CONNECTIONS SHALL CONFORM WITH FEMA-350 AND FEMA-353 RECOMMENDATIONS. POST INSTALLED ANCHORS: MASONRY INSTALLATION: U.N.O., INSTALLATION SHALL BE IN GROUTED CELLS ONLY. IF EMBEDMENT MUST BE PROVIDED IN AN UN -GROUTED CELL, NEW GROUT SHALL BE ADDED AT THAT CELL EXTENDING TO THE HORIZONTAL BOND BEAM BELOW. ONE EMBEDDED ITEM ONLY PER GROUTED CELL 15 ALLOWED AND NO EMBEDDED ITEMS ARE ALLOWED WITI4IN 8" OF A FREE EDGE. HILTI HIT HY-70 (ICC E5R-2682) OR APPROVED EQUAL SHALL BE USED FOR GROUTED MASONRY CONSTRUCTION, HILTI HIT HY-70 ([CC ESR-3342) OR APPROVED EQUAL SHALL BE USED FOR UN -GROUTED MA50NRY CONSTRUCTION, AND POWERS PE1000+ EPDXY (ICC E5R-2583, LARR-25849) OR APPROVED EQUAL SHALL BE USED FOR CONCRETE CONSTRUCTION WHERE EPDXY GROUT IS SPECIFIED, LAO ON PLANS OR IN DETAILS. MANUFACTURER'S RECOMMENDATIONS AND ICC REPORT SHALL BE FOLLOWED DURING THE PREPARATION AND INSTALLATION OF ALL GROUTED BOLTS, RODS AND REINFORCING BARS. POWERS POWER -STUD+ 5DI(ICC E5R-2966, LARK-25864) OR APPROVED EQUAL FOR MASONRY CONSTRUCTION AND POWERS POWER -STUD+ SD2 (ICC ESR-2502, LARR-25631) OR APPROVED EQUAL FOR CONCRETE CONSTRUCTION SHALL BE USED WHERE EXPAN51ON BOLTS ARE SPECIFIED, U.N.O. ON PLANS OR IN DETAILS. NO REINFORCING SHALL BE CUT TO INSTALL ANCHORS. DEFECTIVE OR ABANDONED HOLES SHALL BE FILLED WITH NON -SHRINK GROUT THAT AS A MINIMUM MATCHES THE ADJACENT CONCRETE/MASONRY STRENGTH, SPECIAL INSPECTION 15 REQUIRED FOR INSTALLATION OF ALL POST INSTALLED ANCHORS POWDER ACTUATED FASTENERS: MANUFACTURERS RECOMMENDATIONS AND ICC REPORTS SHALL BE FOLLOWED DURING THE PREPARATIONS AND INSTALLATION OF ALL PAF'S. ALL REINFORCMENT IN CONCRETE MU5T BE LOCATED PRIOR TO INSTALLATION TO PREVENT DAMAGE DURING INSTALLATION. WASHERS ARE REQUIRED WHEN PAF'5 ARE USED WITH WOOD MEMBERS. HILTI X-U (POWDER ACTUATED FASTENER): WHERE X-U PAF'5 ARE SPECIFIED PER PLAN 0.157" DIAN. HILTI X-U ## PAF'S (ESR-226q, LARK 25675) SHALL BE USED OR APROVED EQUAL. AT CONCRETE SUBSTRATES, X-U PAF'5 SHALL BE INSTALLED IN THE FOLLOWING MANNER UNO, 1-114" MINIMUM PAP EMBEDMENT. 4" MINIMUM SPACING BETWEEN PAF'5. 3" MINIMUM CONCRETE EDGE DISTANCE. MINIMUM CONCRETE SUBSTRATE THICKNESS EQUAL TO 3X THE EMEBEDMENT DEPTH OF THE FASTENER. AT CONCRETE METAL DECK SUBSTRATES, X-U PAPS SHALL BE INSTALLED AS SPECIFIED PER PLAN. AT STRUCTURAL STEEL SUBSTRATES, X-U PAF'S SHALL BE INSTALLED IN THE FOLLOWING MANNER UNO. AT STEEL SUBSTRATES WITH A THICKNESS LESS THAN 1/2' PROVIDE FULL EMBED OF PAF TO STEEL (POINT OF FASTENER TO PENETRATE THROUGH STEEL BASE MATERIAL), AT STEEL SUBSTRATES WITH A THICKNESS GREATER THAN OR EQUAL TO 1/2' PROVIDE MIN 112' POINT PENETRATION OF PAP TO STEEL. I" MINIMUM SPACING BETWEEN PAF'5. 112" MINIMUM STEEL EDGE DISTANCE, HILTI X-P (POWER ACTUATED FASTENER): WHERE X-P PAF'S ARE SPE CIFIED 1 " D PER PLAN 0. 18 DIAM. HILTI X- P ## G3 (GAS DRIVEN) OR 0.118" DIAM. HILTI X-P ## B3 (ELECTRI-MECHANICALLY DRIVEN) PAF'5 (E5R-1752, LARR 25662) SHALL BE USED OR APROVED EQUAL. AT CONCRETE SUBSTRATES, X-P PAPS SHALL BE INSTALLED IN THE FOLLOWING MANNER UNO. 5/8" PAF EMBEDMENT. 4" MINIMUM SPACING BETWEEN PAF'5. 3" MINIMUM CONCRETE EDGE DISTANCE, MINIMUM CONCRETE SUBSTRATE THICKNESS EQUAL TO 3X THE EMEBEDMENT DEPTH OF THE FASTENER. AT CONCRETE METAL DECK SUBSTRATES, X-P PAF'5 SHALL BE INSTALLED AS SPECIFIED PER PLAN. AT STRUCTURAL STEEL SUBSTRATES, X-P PAF'5 SHALL BE INSTALLED IN THE FOLLOWING MANNER UNO. AT STEEL SUBSTRATES WITH A THICKNE55 LESS THAN OR EQUAL TO 3/8" PROVIDE FULL EMBED. OF PAP TO STEEL (POINT OF FASTENER TO PENETRATE THROUGH STEEL BASE MATERIAL). AT STEEL SUBSTRATES WITH A THICKNE55 GREATER THAN 3/8' X-P PAF'5 ARE NOT PERMITTED FOR INSTALLATION, I" MINIMUM SPACING BETWEEN PAF'S. 1/2' MINIMUM STEEL EDGE DISTANCE. ROOF DECK AND WELDING: ROOF DECK-------------------------------3' DEEP 20 GAUGE X 36, WIDE. ALL DECKS TO BE CONTINUED OVER AT LEAST THREE SPANS UNLESS OTHERW15E 50 INDICATED ON THE DRAWINGS. PROVIDE (4) 5/8" DIA, PUDDLE WELDS PER 36" WIDTH OF DECK OVER EACH SUPPORT. PROVIDE 1 1/2' LONG TOP SEAM WELDS @ 24" D.C. PROVIDE 5/6" DIA. MARGINAL PUDDLE WELDS @ 12" O.C. USE E60 SERIES ELECTRODES FOR DECK WELDING. GENERAL ABBREVIATIONS: SPECIAL INSPECTIONS: GENERAL REQUIREMENTS: ALL SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF THE 2015 IBC, CHAPTER 17. ALL INSPECTIONS AS REQUIRED BY SECTION 110 OF THE 2015 INTERNATIONAL BUILDING CODE ARE REQUIRED. INSPECTIONS SPECIFIED IN THESE NOTES ARE IN ADDITION TO THESE INSPECTIONS. CITY INSPECTION 15 NOT A SUBSTITUTE FOR SPECIAL INSPECTION. ANY WORK WHICH HAS BEEN COVERED BUT NOT PROPERLY INSPECTED BY THE SPECIAL INSPECTOR AND/OR THE CITY INSPECTOR 15 SUBJECT TO REMOVAL OR EXPOSURE. WHERE SPECIFICALLY REQUIRED, CONTINUOUS INSPECTION 15 REQUIRED DURING THE PERFORMANCE OF THE WORK. THIS MAY BE A REQUIREMENT OF THE BUILDING CODE / LOCAL JURISDICTION OR THE MANUFACTURER. THE SPECIAL INSPECTOR MUST BE CERTIFIED TO PERFORM THE TYPES OF INSPECTION SPECIFIED AND SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING AND INFORMING THE SPECIAL INSPECTOR OR CITY INSPECTOR AT LEAST ONE WORKING DAY BEFORE THE WORK 15 TO BE PERFORMED UNLESS OTHER CONDITIONS ARE AGREED UPON. REQUIREMENTS OF THE SPECIAL INSPECTOR: : PE L P THE SPECIAL INSPECTOR MU5T WORK UNDER THE SUPERV1510N OF A WASHINGTON LICENSED CIVIL ENGINEER. THE SPECIAL INSPECTOR MUST PERSONALLY BE FAMILIAR WITH THE DRAWINGS AND MU5T PERSONALLY OBSERVE ALL OF THE WORK REPORTED ON, THE SPECIAL INSPECTOR SHALL FURNI5H INSPECTION REPORTS TO THE BUILDING DEPARTMENT AND ENGINEER. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE BUILDING DEPARTMENT AND ENGINEER. THE FINAL REPORT SHALL BE SIGNED BY A WASHINGTON LICENSED CIVIL ENGINEER AND SHALL STATE THAT THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF IBC. SPECIFIC SPECIAL INSPECTIONS REQUIRED: ALL CONCRETE WHERE THE COMPRESSIVE STRENGTH (Pc) 15 GREATER THAN 2,500 P51 EXCEPT AT SLAB ON GRADES. PLACEMENT OF ALL BOLTS, REINFORCING, EMBEDS, OR POST TENSION CABLES IN CONCRETE. ALL WELDING OF STEEL EXCEPT WELDING PERFORMED IN AN AI5C APPROVED SHOP. PREPARATION AND INSTALLATION OF PILING, DRILLED PIERS AND CAISSONS. - ANY SPECIAL GRADING, EXCAVATION AND FILLING. THAT 501L CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH 501L INVESTIGATION REPORT. THAT 501L EXCAVATIONS EXTEND TO DEPTH AND BEARING STRATA. DISCLAIMER: THESE DOCUMENTS AND THE DESIGN ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REUSED IN ANY WAY WITHOUT WRITTEN APPROVAL OF AUE, IT IS OUR INTENT THAT THIS DE51GN MEETS THE NORMAL STANDARD OF CARE WITHIN THIS INDUSTRY. NO OTHER WARRANTY 15 PROVIDED OR IMPLIED. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 23 2021 S City of Tukwila BUILDING DIVISION r TE PERMIT ED FOR: echanical ectrical 0' Plumbing a Gas Piping City of Tukwila BUILDING DIVISION CORRECTION I_TI RECEIVED CITY OF TUKWILA 17 2021 PERMIT CENTER Im_7 ,. ...: U Z r W W I, U) ry F- v J� I.L rr^� W �0 W 0 N "I � A Q --� )' 00 LLI00 Q O) W 'S -I © 06 06 Y — MISEEMISIM z O E a I~- U ~ ~ W W °w as Cu w w Ln CO � >> rn d W K Z r N M { till.[ U3/U51ZUzl PROJECT NO.: 19150 PROJECT MGR.: AH DRAWN BY: SS CHECKED BY: SH GENERAL NOTES & ABBREVIATIONS COPYRIGHT 0 2019 AUE, INC., PS I 2 3 4 5 6 T III II I I I I I I I T-- --------------- -- -4------- A - - - A. I uP I I I I o I I I I I I 1 I I I UP 177-11 UP I I I I I BA FLOOR PLAN PLAN NORTH SCALE 1/8`4-011 RECEIVED CITY OF TUKwt!-i f-;AiR 17 PERMIT CENTER :/ ) / ?- OR2 NOTE: NOTE: ALL DIMENSIONS SHOWN ON THESE STRUCTURAL PLANS ARE THESE DRAWINGS ARE BASED ON A LIMITED AMOUNT OF FOR GENERAL REFERENCE ONLY. THE CONTRACTOR IS INFORMATION FOR AN EXISTING BUILDING. CONTRACTOR MUST RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ANY FIELD VERIFY CONDITIONS AND NOTIFY ARCHITECT AND DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IF CONDITIONS ARE OTHER THAN AS SHOWN PRIOR ARCHITECT AND ENGINEER IMMEDIATELY. TO MODIFICATION, 13228 NE 20TH ST, SUITE 100 BELLEVUE, WA g8005 425 614-Og4q / INFO@AU-ENG.COM JOB NO: 19150 U Z ¢co W r- W ~ r� i- _ =)O W 0 L [_ It LL I Q = J }- 00 W 00 Q 0) U) re W Q 00 rZ E- z 0 a U W ~ ~ 1n In °w w as w wr-ww g m N a W rn a Z N M d N N N N uof uo/ZVZ 1 PROJECT NO.: 19150 PROJECT MGR.: AH DRAWN BY: SS CHECKED BY: SH FLOOR PLAN COPYRIGHT ® 2019 AUE, INC., PS — rt —i 1 I E I I I I I I I I a -- --------I------------------------ I I I I I f I I I I I I I I I I ` ------------------------------------------------ NEW CANOPY FRAMING PLAN RECEI'V''-0 CITY OFTU6 V; SCALE: I/B"=V-0" PLAN NORTH PERMIT CEWFA:I:: NOTE: NOTE: ALL DIMENSIONS SHOWN ON THESE STRUCTURAL PLANS ARE THESE DRAWINGS ARE BASED ON A LIMITED AMOUNT OF FOR GENERAL REFERENCE ONLY. THE CONTRACTOR 15 INFORMATION FOR AN EXISTING BUILDING. CONTRACTOR MUST RESPONSIBLE FOR VERIFYING ALL DIMEN51ONS AND ANY FIELD VERIFY CONDITIONS AND NOTIFY ARCHITECT AND DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IF CONDITIONS ARE OTHER THAN AS 514OWN PRIOR ARCHITECT AND ENGINEER IMMEDIATELY, TO MODIFICATION. 311 FIRST AVENUESOUTH SEATTLE, WA 93104 t 206.324.4500 W W W.JACKSONMAI N.COM I Q = J W 0 4 00 (" U) ry W W o 0 00 v- H 0 a U W t- F- tn N K w> a a W h w w �gcntn rn a Z^ N M V F N N N N t`O .rF7l�HIL3�L-( PROJECT NO.: 19150 PROJECT MGR.: AH DRAWN BY: SS CHECKED BY: SH NEW CANOPY FRAMING PLAN COPYRIGHT 0 2019 AUE, INC., PS LEVEL 01 0.00' PER ROOF FINISHES AND ATTACHMENTS 3 5 4 PER ARCH, TYP 5 _ I _ 52.02 ROOF DECKING PER q/52.01, TYP Cl 0 m 0 0 0 m 0 ZI Q 0 1p CONTINUOUS N55 BEAM CONTINUOUS HSS BEAM ( H55 BEAM BEYOND PER q/52.01, TYP PER 9/52.01, TYP H55 BEAM PER q/52.01 H55 BEAM HSS BEAM PER q/52.01 PER 9/52.01 PER q/52.01 I I I I I I I 1 H55 COL H55 COLH55 COL. PER PLAN I PER PLAN I PER PLAN I ( I ( I I I I II i j I I I � I 1 1 1 CONCRETE SLAB PER ARCH MIN I i I I 'I I I H55 BEAM PER 9/52.01 ( I H55 COL. / PER PLAN I THICKNE55 E REINFORCEMENT PER COLUMN BASE PL AND COLUMN BASE PL AND I COLUMN BASE PL AND j COLUMN BASE PL AND 5/52.02. SEE SOIL REPORT FOR ATTACHEMENT PER 1/52.03 ATTACHEMENT PER I/52.03 STRUCTURAL FILL REQUIREMENTS ATTACHEMENT PER I/52.03 ATTACHEMENT PER Il52.03 I, -I — I — =I s. - SI7 'III= ELEVATION AT CANOPY MAX PER IS' -loll M< CANOPY ENLARGED ROOF FRAMING PLAN 25'-0" MAX I s2.o1 5CALL: 3/6"=1'-0" 6 I I I ( I ( I I I I ( I I I PER ARCH II" MAX 6 REE::e Uc �� CITY OF TUKWiLAT i..` 17 SCALE: 3/6"=1'-0" PERMIT CENTER JACKSON LIM A 111 AR CH I T E 0 T U R 1 '.. 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 '.. t 206.324.4800 WWW.JACKSONMAIN.COM J W Coo < rn F- H Wes_ p o� ,- Z 0 a �F �t- U) V) ww wOL 00.. ~ W g — — K rn a K 0. N M V tool-s- 1-11-0-N! O U:3/Uo/ZUZ i PROJECT NO.: 19150 PROJECT MGR.: AH DRAWN BY: SS CHECKED BY: SH SECTIONS & ELEVATIONS %.�20 1 . COPYRIGHT ®20/9 AUE, INC., PS C D (E) BUILDING ROOF E52,03 - - (E) CONC. -ROOF FINISHES AND ATTACHMENTS PER E ARCH, TYP ROOF DECK PER 9/52.01, TYP 3 — - - 52.03 ROOF 14 ( PER ARCH. I (MAX) �_ — — — AWNING ROOF FINSHES PER ARCHITECT MAX — — 999 PER PLANMN `I r PER PLANMN REINFORCEMENT PER PLAN 2'_0" MIN [I"'001� SECTION AT CANOPY SCALE: 3/8"=!I-01I RECEIVED CITY OF TUKWILA PERMIT f3EINITER. i 00 W 00 ¢0) (� W Q Y Lo tOf F- Z 0 a U W ~ ~ N cn rl� a w 0 a wF-ww Z N In V � � N N F N N N N O p � O N � O O O PROJECT NO.: 19150 PROJECT MGR.: AH DRAWN BY: SS CHECKED BY: SH DETAILS PAZ OPYRIGHT ®2019 AUE, INC., PS NOTE: (4) 1 114"4 HEAVY HEX HEAD (ASTM FI554 GR. GC TO PROVIDE AGGREGATE 2 3/4" 1 1/2" 55) ANCHOR BOLTS, EMBED 17" MIN, PROVIDE PIERS BELON NEW FOOTING PER MIN MIN DOUBLE NUTS AT EMBEDMENT ENDS, TYP SOILS REPORT, AGGREGATE PIERS ARE OUTSIDE AUE'S SCOPE _ H55 COLUMN PER PLAN = ° z 1518" PL (50 KSI) m � _ a N cv z ®O OO 31W CL OF COLUMN SECTION A -A H55 COLUMN PER PLAN INFILL COLUMN BLOCK -OUT N/ GROUT BOLTS AND PL PER SECTION A -A AFTER ALL DEAD LOAD 15 IN PLACE I" MAX NON -SHRINK GROUT BED REINFORCED MAT FOUNDATION PER PLAN CONG SLAB G REINE PER 5/52.02 I I 94 REBAR @ 14" O.C. HOOK A A d EMBED INTO FTG, TYP 18" a IIIa a _ a e 2" CLR #4 REBAR @ 14" O.C. HOOK 24" ",& TYP a EMBED INTO FTG, TYPS CLR TYPICAL CANOPY COLUMN FOOTING SCALE: 1i=1'-0" 2 q/52.01 EDGE BEAM CORNED ATTACHMENT SCALE: 311=11--0" BEAM PER q/52.01 CAP PL%4D TO BEAM I/43/8"CAP PLTO BEAM COL CAP TO BEAM 114" 3/8" CAP PL BEAM, BEYOND PER q/52.01 -METAL DECK PER q/52.01. ATTACHMENT TO FRAMING PER GENERAL NOTE CAP PL 1/4" TO COL COLUMN PER PLAN TYP, NSS BEAM TO H55 COLUMN MOMENT CONNECTION SCALE: III = V-0" BEAM PER q/52.01, ATTACHMENT PER GENERAL NOTES 3/8" CAP PL, TYP. BEAM TO BEAM VA" CAP PL TO BEAM F/A" COL CAP TO BEAM 114" 3/6" CAP PL DECK PER 9/52.01 METAL DECK PER q/52.01, DECK /CAP PL ATTACHMENT TO STEEL FRAMING TO BEAM PER GENERAL NOTE5 -OUTRIGGER BEAM PER 9/52.01 OUTRIGGER BEAM PER 9/52.01- r- EDGE BEAM PER 9/52.01 EDGE BEAM PER 01/52.01 � 3/8" CAP PL, TYP. I /CAP PL I q" TO COL I COLUMN PER PLAN H55 BEAM TO NSS COLUMN MOMENT CONNECTION SCALE: I" = V-0" BEAM TO BEAM, TYP 3/5" CAP PL, TYP. � BEAM PER gl52.01 3/8" CAP PL, TYP, CAP PL TO BEAM 114" COL CAP TO BEAM 1/4" 3/8" CAP PL CAP PL TO BEAM -BEAM PER q/52.01 I14"�CAP PL TO COL COLUMN PER PLAN H55 BEAM TO HSS COLUMN MOMENT CONNECTION SCALE: III = 041 gEC:EIVED t'ITY OF TUKWILA PERMIT CENTER Z/9 O ( 7,,,S 1- co W 00 i 0) < LL cn LU Q 3: J Q O Y Lo000 0 F a H5 ~ ~ L u a. d w rt w g D w to owWiw rn a K Ix 2 ^ IN M 7 rn rn N N N N N N usiva/zuz 1 PROJECT NO.: 19150 PROJECT MGR.: AH DRAWN BY: SS CHECKED BY: SH DETAILS ■ COPYRIGHT 0 2019 AUE. INC.. PS N VICINITY MAP N,T.S. ARCHITECT yil kx wW O+ 1...J t 4�. ➢' M,.w 4 F �1 1� •i ��j �} I N LOCATION MAP N.T.S. CIVIL ENGINEER LEGAL DESCRIPTION TAX LOT NO: 8811180199 ZONING: COMMERCIAL LIGHT INDUSTRIAL (CLI) OVERLAY: N/A ZONING MAP: N/A PLAN DISTRICT: CITY OF TUKWILA COMP PLAN: YES TITLE DESCRIPTION: PARCEL B OF CITY OF TUKWILA SHORT PLAT NO 88-3SS RECORDING NO 8811180199 SO SITE SHORT PLAT DAF - FOR OF GOV LOT 2 & OF NE 1/4 OF NW 1/4 - BEG INTSN OF E MGN OF WEST VALLEY HWY SR 181 & LN 480 FT N OF & PLT MEAS AT R/A TO C/L OF S 180TH ST SW 43RD ST TH S 88-21-00 E TO W MGN OF PUGET SOUND POWER & LIGHT TRANS LN RAN PUGET SOUND ELECTRIC RTW THENCE N 01 26-00 W 306.44 FT MIL TAP OF INTSN WITH A LN 786 FT N OF & i PLW C/L OF S 180TIi ST TH N 88-21-00 W TO E MGN OF WEST VALLEY HWY SR 181 TH S 02-26-02 E 306.78 FT M/L TO POB STRUCTURAL ENGINEER SEPARATE PERMIT REUIRED FOR: Mechanical Electrical E:k � Plumbing a Gas Piping City of Tukwila BUILDING DIVISION REVISIONS Nn P�.�r:nFc :nag! h:- �.anA rn fno �mnn [73931X1-iT:6-1gN1"* 6 TENANT IMPROVEMENT TO DEMOLISH AND RECONFIGURE PORTIONS OF THE FIRST AND SECOND FLOORS, INCLUDING NEW FINISHES AND PAINT ON UNDEMOLISHED PORTIONS. DETATCHED AWNINGS WILL BE ADDED OVER THE SHOP BAY DOORS. SHEET INDEX GENERAL GO.00 COVER SHEET GO.01 PROJECT INFORMATION & ANNOTATION KEY GO.02 OCCUPANCY & EXIT PLANS GO.07 ACCESSIBILITY DETAILS Z Ui 1/2 JALTA/NSPS LAND TITLE SURVEY 12/2 JALTAINSPS 13.Np TITLE SURVEY CIVIL C-1.0 LE.S-C. C-2.0 CIVIL SITE PLAN C-2.1 SITE SITE _ ARr.HITFr.TI IRAI AO.00 SITE DEMOLITION PLAN AO.01 FLOOR DEMOLITION PLAN - LEVEL 01 AO.02 FLOOR DEMOLITION PLAN - LEVEL 02 AO.03 RCP DEMOLITION PLAN - LEVEL 01 AO.04 RCP DEMOLITION PLAN - LEVEL 02 A1.00 _ SITE PLAN A2.00 _ FLOOR PLAN - LEVEL 01 A2.01 FLOOR PLAN - LEVEL 02 A2.10 REFLECTED CEILING PLAN - LEVEL 01 A2. 11 _ REFLECTED CEILING PLAN - LEVEL 02 A2.20 _ FLOOR FINISH PLAN - LEVEL 01 FLOOR FINISH PLAN - LEVEL 02 WALL FINISH PLAN-LEVEL01 WALL FINISH PLAN - LEVEL 02 F EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS .INTERIOR PLANS & ELEVATIONS A5.02 INTERIOR PLANS & ELEVATIONS A5.03 INTERIOR PLANS & ELEVATIONS A5.04 INTERIOR ELEVATIONS A5.05 CASEWORK DETAILS A5.06 _ CASEWORKDETAILS A7.01 DOOR & WINDOW SCHEDULE AT02 _ FINISH SCHEDULE A8.01 WALLASSEMBLIES A8.02 INTERIOR DETAILS A8.03 EXTERIOR DETAILS 50.01 GENERAL NOTES & ABBREVIATIONS S1.00 FLOOR PLAN S1.01 ROOF FRAMING PLAN S2.01 SECTIONS & ELEVATTONS S2.02 DETAILS S2.03 DETAILS FILE Pentriltill Plan review approval Is subject to errors ano omissions. Approval of construction documents (ices n0t authorize the violation of any adopted code or Ordinance. Receipt of approved Field Copy and conditions is acKnowiedgel By. Date: city of T-Wia BUILDING DIVISION These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these draEvings after this date will void this acceptance and will require a resubmittal of revised drawing for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 96(Za J DELEGATED DESIGN BID ALTERNATES SEPARATE SUBMITTALS 'I HE GENERAL CONTRACTOR. SHALL SCHEDULE A FIRESTOPPING MEETING WITH THE BID ALTERNATE #1: EXTERIOR SIGNAGE BUILDING INSPECTOR AND ALL SUBCONTRACTORS THAT WILL BE INSTALLING FIRESTOPPING EXTERIOR AWNING - INCLUDES FOUNDATION, PILES, MECHANICAL PERMIT MATERIALS. EACH SUBCONTRACTOR WILL PROVIDE A LIST OF FIRESTOP MATERIALS / COLUMNS, STRUCTURAL FRAMING, BOLLARDS, ELECTRICAL PERMIT ASSEMBLIES WHICH WILL BE USED, AND THE LISTING AND APPROVAL INFORMATION (I.E. ICC LIGHTING AND POWER, AND FINISH AS NOTED IN PLUMBING PERMIT OR OTHER APPROVED REPORT / /LISTING NUMBERS). THIS INFORMATION MUST BE PLANS. GC TO ALSO INCLUDE A UNIT PRICE FOR SUBMITTED TO AND APPROVED BY THE BUILDING INSPECTOR PRIOR TO ANY INSTALLATION. POTENTIAL ADDITION TO AWNING ON THE NORTH SIDE. BID ALTERNATE #2: EXTERIOR LANDSCAPE - INCLUDES DESIGN AND REPLACEMENT OF EXISTING LANDSCAPING LANDSCAPE AND IRRIGATION AS REQUIRED. D19 MECHANICAL ENGINEER ELECTRICAL ENGINEER GEOTECHNICAL ENGINEER RYDER SYSTEMS, INC. JACKSON I MAIN ARCHITECTURE P.S. NAVIX ENGINEERING AUE METRIX ENGINEERS, LLC CASE ENGINEERING TERRACON CONSULTANTS INC. 4712 SOUTH FREEWAY 311 1ST AVE. S. 11235 SE 6TH STREET #150 13228 NE 20TH STREET #100 725 POWELL AVE. SW #100 19515 NORTH CREEK PARKWAY #302 811 1STAVE. 1i FORT WORTH, TX 76115 SEATTLE WA 98104 BELLEVUE, WA 98004 BELLEVUE, WA 98005 RENTON, WA 98057 BOTHELL, WA 98011 SEATTLE, WA 98104 PHONE: (817) 927-4417 PHONE: (206) 3244800 PHONE: (425) 458.7900 PHONE: (425) 614-0949 PHONE: (425) 336-2822 PHONE: (425) 402-9400 PHONE: (206) 264-8295 EMAIL: MATTHEW_J_DELLORUSSO@RYDER.COM EMAIL: MATT.LAASE@JACKSONMAIN.COM EMAIL: JOE@NAVIXENG.COM EMAIL: KONRADSL@AU-ENG.COM EMAIL: SCOTTM@METRIXENG.COM EMAIL: SCOTT@CASEENG.COM EMAIL: CHRISTINA.LANGUELL@TERRACON.COM CONTACT: MATTHEW DELLO RUSSO CONTACT: MATT LAASE CONTACT: JOE TAFLIN CONTACT: KONRADS LEITIS CONTACT: SCOTT MILLER CONTACT: SCOTT GORE CONTACT: CHRISTINA LANGUELL C) Z U) Q to W r w� {) W0-1 I" LL rn vJ = I ry Z) O W F- p N ryry J UJ Co J oo J tp > CY) F- U ry WIn Lf7 ry F- • u 1 �• 1 r2• • " • . t •- JJ''�4. DEC 16 2119 TUKWILA PUBLIC WO 7793 S PARE A .STATE OF RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER 1 CHECKED Bl': A.OF. COVER SHEET 0 0 ..•�i:KS�Y I Nit.;ly n.FCHI i f: ;TUFit P,S. a^ 1U 3 ARCHITECTURAL ABBREVIATIONS OOD PRESERVATIVE TREATED WOOD------------------------ GENERAL NOTES NOTE: ALL ABBREVIATIONS MAY NOT BE USED, ABBREVIATIONS MAY BE USED IN CONJUNCTION WITH EACH OTHER. AS AIR BARRIER DIM DIMENSION HOW HARDWARE OFCI OWNER FURNISHED, I SOUTH VG VERTICAL GRAIN or VARIABLE — — ---------------------- ABV ABOVE DISP DISPENSER or DISPOSAL HDWD HARDWOOD CONTRACTOR INSTALLED SAM SELF ADHERING MEMBRANE GRADE ALL WOOD IN CONTACT WITH CONCRETE, EXPOSED TO WEATHER, SOIL, WATER OR A. AT THE COMPLETION OF THE PROJECT THE CONTRACTOR SHALL PROVIDE RECORD AIC AIR CONDITIONING DN DOWN HIM HOLLOW METAL OFOI OWNER FURNISHED, OWNER SAN SANITARY VIF VERIFY IN FIELD INTERIOR HIGH MOISTURE CONDITIONS SHALL BE PRESERVATIVE TREATED OR SHALL BE DRAWINGS IN ONE CLEAN, RED -LINED, FULL SIZE SET IDENTIFYING ALL DESIGN, INSTALLED VOL VOLUME OF NATURALLY DURABLE SPECIES. PRESERVATIVE TREATMENT SHALL MEET THE MATERIAL AND SPECIFICATION CHANGES MADE THROUGHOUT CONSTRUCTION TO THE RCP ACOUSTICAL CEILING PANEL DR DOOR HR HOUR OL OCCUPANT LOAD Sc SOLID CORE REQUIREMENTS OF A.W.P.A. FOR THE APPLICABLE USE CATEGORIES. THE CONTRACTOR OWNER. ADA AMERICANS WITH DISABILITIES DS DOWNSPOUT HT HEIGHT SCHEID SCHEDULE VW VARIABLE WIDTH IS RESPONSIBLE TO ENSURE THE PRESERVATIVE TREATED WOOD IS RATED FOR THE B. UNLESS OTHERWISE NOTED, ALL MATERIAL AND DESIGN SPECIFICATIONS CITED ACT DTL DETAIL HVAC HEATING, VENTILATING, AIR OLF OCCUPANT LOAD FACTOR SECT SECTION USE REQUIREMENTS FOR EACH APPLICATION DESCRIBED AS FOLLOWS: HEREIN SHALL CONFORM TO THE MOST RECENT BUILDING CODE. ADDL ADDITIONAL DW DISHWASHER CONDITIONING OPP OPPOSITE Sf SQUARE FEET (FOOT) W WEST or WIDTH or WIDE UCl: INTERIOR USE AND INSECT PROTECTION ONLY C. THESE ARCHITECTURAL NOTES ARE A SUPPLEMENT TO THE PROJECT ADJ ADJUST(ABLE) DWG(S) DRAWING(S) OPT OPTIONAL) Sim SIMILAR W/ WITH UC2: INTERIOR DAMP CONDITIONS SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, AFF ABOVE FINISHED FLOOR IBC INTERNATIONAL BUILDING CODE ORIG OROGIN(AL) SMACNA SHEET METAL & AIR we WATER CLOSET UC3A: EXTERIOR USE, NO GROUND CONTACT AND PROTECTED FROM WEATHER SPECIFICATIONS, THESE NOTES, AND ANY SITE CONDITIONS SHALL BE REPORTED IN A AGG AGGREGATE (E) EXISTING ICC, INTERNATIONAL CODE COUNCIL OSI3 ORIENTED STRAND BOARD CONDITIONING CONTRACTOR'S Wco WALL CLEANOUT UC3B: EXTERIOR USE, NO GROUND CONTACT BUT EXPOSED TO WEATHER TIMELY MANNER AND IN WRITING TO THE ARCHITECT WHO SHALL CLARIFY ANY AHJ AUTHORITIES(ITY) HAVING IFC INTERNATIONAL FIRE CODE ITS OPEN TO STRUCTURE NATIONAL ASSOCIATION WD WOOD UC4A: GROUND AND/OR FRESH WATER CONTACT DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER JURISDICTION E EA EAST EACH We INTERNATIONAL MECHANICAL OVHD OVERHEAD SP STANDPIPE WF WIDE FLANGE UC4B: HEAVY DUTE GROUND AND/OR FRESH WATER CONTACT UC5A: BRACKISH OR SALTWATER EXPOSURE D. DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS SHOWN ON AIA AMERICAN INSTITUTE OF EJ EXPANSION JOINT CODE SPEC SPECIFICATION(S) WIG WIRE GLASS AT ALL CONDITIONS WHERE TREATED WOOD AND ALUMINUM ARE ADJACENT TO EACH DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. ARCHITECTS ELEC ELECTRIC(AL) IPC INTERNATIONAL PLUMBING CODE P PAINT(ED) So SQUARE WH WATER HEATER OTHER (TO PREVENT DIRECT CONTACT). PROVIDE CONTINUOUS SELF -ADHERING E. THE ARCHITECTURAL DRAWINGS REPRESENT THE DESIGN INTENT AND ARE NOT ALT ALTERNATE OR ALTERNATIVE IN INCH PANL PANEL IS SOLID SURFACE W/o WITHOUT FLEXIBLE MEMBRANE FLASHING INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. THE ALUM ALUMINUM ELEV ELEVATOR INCL INCLUDE(D) or (ING) PC PORTLAND CEMENT or PRECAST SStI STAINLESS STEEL WOM WALK OFF MAT CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, ANOD ANODIZED EMER ENCL EMERGENCY ENCLOSURE INSUL INSULATE(D) or INSULATION CONCRETE STC SOUND TRANSMISSION WP WATERPROOF ING F. TECHNIQUES, AND SAFETY REQRED FOR THIS PROJECT. ALL FEATURES OF CONSSEQUENCING,TRUCTION NOT FULLY SHOWN SHALL BE THE SAME TYPE AND ANSI AMERICAN NATIONAL STANDARDS FOR ENGINEER OF RECORD INT INTERIOR or INTERSECTION FED PEDESTRIAN CLASSIFICATION WPM WATERPROOFING MEMBRANE CHARACTER AS SHOWN FOR SIMILAR CONDITIONS SUBJECT TO REVIEW BY THE INSTITUTE EPX EPDXY (PAINT) PEN PENETRATION STD STANDARD WRB WEATHER RESISTANT BARRIER ARCHITECT. AIR ARCHITECT OF RECORD JAN JANITOR PERF PERFORATE(D) STIR STORAGE WS WATERSTOP or WAINSCOT G. ALL PRODUCTS AND MATERIALS BEING PROVIDED BY THE CONTRACTOR SHALL BE AP ACCESS PANEL EQ EQUAL JAN.C: JANITOR'S CLOSET PERIM PERIMETER STRUC STRUCTURE WT WEIGHT APPLIED PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE ASSOC ASSOCIATION(S) ECP EQUIPMENT JCT JUNCTION PKG PARKING or PACKAGE SUB SUBSTITUTION WWF WELDED WIRE FABRIC MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ASTM AMERICAN SOCIETY FOR TESTING ETC ETCETERA JST JOIST PIL PROPERTY LINE or PLATE SUPP SUPPLEMENT or SUPPLY(ER) H. THESE DOCUMENTS CONTAIN NOTES THAT MAY APPLY GENERALLY TO ALL DESIGN AND MATERIALS EXT EXTERIOR ELEMENTS, SPECIFICALLY TO ONE SHEET, OR SPECIFICALLY TO ONE OR MORE JT JOINT PLAM PLASTIC LAMINATE SURF SURFACE YD YARD(S) DESIGN ELEMENTS. THE NOTES ARE NOT MERE GUIDELINES, THEY ARE PART AND PLWD PLYWOOD SUSP SUSPEND(ED) PARCEL OF THE DESIGN. ANY WORK THAT IS PERFORMED THAT IS NOT IN BD BOARD (F) FUTURE KID KNOCK DOWN Poe POINT OF CONNECTION SWK SIDEWALK COMPLIANCE WITH THE NOTES IS NOT IN COMPLIANCE WITH THE DESIGN AND IS BLDG BUILDING FCP FIBER CEMENT PANEL KP KICKPLATE FIR PAIR SYM SYMBOL or SYMMETRICAL SUBJECT TO REJECTION. ANY ALTERATION, MODIFICATION, DELETION, OR ADDITION BLK BLOCK FCS FIBER CEMENT SIDING TO THE NOTES BY WRITING, ACTOR FAILURE TO ACT, SHALL BE CARRIED OUT ONLY BLKG BLOCKING FE FIRE EXTINGUISHER & BRACKET KO KNOCK OUT PRE -FIN PRE -FINISH WITH THE PRIOR EXPRESS WRITTEN CONSENTAND APPROVAL OF THE ARCHITECT. BM BEAM or BENCH MARK FEC FIRE EXTINGUISHER CABINET LAM LAMINATE(D) PRCST PROP PRECAST PROPERTY T TREAD T&B TOP & BOTTOM --------------------- FIRE AND LIFE SAFETY NOTES DIMENSION CONVENTIONS SO BOTTOM OF FF FINISHED FLOOR FFE FINISHED FLOOR ELEVATION LAV LAVATORY PT PRESERVATIVE TREATED T&G TOP & GROOVE Bp BUILDING PAPER LOC LIMITS OF CONSTRUCTION PUD PLANNED URBAN DEVELOPMENT TEMP TEMPORARY or TEMPERATURE BTB BACK TO BACK FIN FINISHED) or PLANNED UNIT DEVELOPMENT THK THICK(NESS) — - ------ - ----------- - BTWN BETWEEN FLR FND FLOOR(ING) FOUNDATION) MAINT MAINTENANCE TO TOP OF A. CONFIGURE FIRE DETECTION, INTERNAL ALARM AND CENTRAL REPORTING SYSTEMS A. DO NOT SCALE FROM DRAWINGS: ALL DIMENSIONS INDICATED AS V.I.F. OR *+/-, SHALL BW BACK OF WALK or BOTTOM WIDTH FO FACE OF MANE MANUFACTURE(R) or (D) CIA QUALITY ASSURANCE Toe TOP OF CURB IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION AND IN BE FIELD VERIFIED AND COORDINATED WITH THE WORK OF ALL TRADES. WHEN BUR BUILT UP ROOF MAIL MATERIAL QC QUALITY CONTROL TOP TOP OF PARAPET COMPLIANCE WITH THE GOVERNING EDITIONS OF ADA, ANSI AND THE BUILDING DIMENSION INDICATED AS'CLEAR'OR'CLR', THE DIMENSIONS ARE TO THE FACE OF Foe FACE OF CONCRETE MAX MAXIMUM CITY QUANTITY TRANS TRANSFORMER CODE. THE EQUIPMENT FURNISHED SHALL BE COMPATIBLE AND BE UL LISTED, FM FINISH AND CODE REQUIRED. CODE REQUIRED DIMENSIONS ARE SHOWN CAB CABINET FOF FACE OF FINISH TYP TYPICAL APPROVED OR LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY IN THROUGHOUT THE DOCUMENTS AND ARE APPLICABLE IN ALL CONDITIONS, CB CATCH BASIN FOM FACE OF MASONRY MDF MEDIUM DENSITY FIBERBOARD R RISER ACCORDANCE WITH THE APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION B. DIMENSIONING STANDARDS: DIMENSIONS ARE TO GRID LINE, FACE OF CONCRETE. CBB CEMENTITIOUS BACKER BOARD FOS FACE OF STUD or FACE OF STEEL MECH MECHANIC(AL) RCP REFLECTED CEILING PLAN UFC UNIFORM FIRE CODE TANDARDS. C.M.U.OR STUD, UNLESS NOTED OTHERWISE IN PLANS. FOW FACE OF WALL MEMB MEMBANE 13� ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE C. CONTROL DIMENSIONS FOR BUILDING LOCATION IS RELATIVE TO PROPERTY LINE CG CORNER GUARD MEP MECHANICAL, ELECTRICAL, & RD ROOF DRAIN UL UNDERWRITERS LABORATORIES REQUIREMENTS OF THE MOST RESTRICTIVE PREVAILING BUILDING CODE AND BENCHMARK DATUM ARE SET BY THE CIVIL DOCUMENTS. ci CONTROL JOINT FRM FRAME (D) PLUMBING RECT RECTANGULAR UNF UNFINISHED GOVERNING EDITION) FOR SMOKE DENSITY AND FLAME SPREAD. D. THE BUILDING DATUM IS AN ARTIFICIAL DATUM SET FROM THE SURVEY, CIVIL, CL CENTER LINE or CHAIN LINK FRTW FIRE RETARDANT -TREATED WOOD MIN MINIMUM or MINUTE REF REFERENCE or REFER TO UNTR UNTREATED C. PROVIDE EMERGENCY EXIT / EGRESS ILLUMINATION AND SIGNAGE WHERE TOPOGRAPHICAL CONTOURS, AND OTHER DATUMS ARE SHOWN ON THE CIVIL CLG CEILING FT FOOT orFEET Misc MISCELLANEOUS REFIR REFRIGERATOR LION UNLESS OTHERWISE NOTED REQUIRED BY PREVAILING LOCAL JURISDICTION, BUILDING CODE, NFDA, OR NFPA DOCUMENTS. CLO CLOSET FURN FURNISH REINF REINFORCE(D) or (ING) UNLESS NOTED OTHERWISE (CURRENT EDITION). E. CONTROLLING DIMENSIONS FOR THE BUILDING ARE NORMALLY SET BY THE "A" FURR FURRING MR MOISTURE RESISTANT UNO C. REFER TO A8.00 SERIES FOR SPECIFIC WALL, FLOOR AND ROOF ASSEMBLY TYPES SERIES DRAWINGS. THE "S" SERIES DRAWINGS NORMALLY SET PRIMARY CLR CLEARANCE MTD MOUNTED RELOG RELOCATE(D) or (TION) LIDS UNDERSIDE OF STRUCTURE RELATING TO FIRE RATINGS. STRUCTURAL ELEMENTS. CONTRACTOR SHALL HAVE RESPONSIBILITY TO CMU CONCRETE MASONRY UNIT MTL METAL REM REMOVAL or REMARK UPS UNINTERRUPTED POWER SUPPLY E. REFER TO FLOOR PLANS FOR SPECIFIC DIMENSIONS AND CLEARANCES. COORDINATE INFORMATION OF ALL DISCIPLINES TO DETERMINE EXACT DIMENSIONS, CO CLEAN OUT GA GYPSUM ASSOCIATION MULL MULLION REPL REPLACE USPS UNITED STATES POSTAL SERVICE F. BUILDING IS FULLY SPRINKLED PER SECTION 903.3 NFPA13. LOCATIONS, AND OTHER INFORMATION. COL COLUMN ga GAUGE READ REQUIRED UTIL UTILITIES G. COORDINATE ALL ELECTRICAL WORK, INCLUDING EXIT SIGNS AND EMERGENCY F. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE CONC CONCRETE GALV GALVANIZED RES RESIDENCE or (TIAL) UV UNIT VENTILATOR ULTRA LIGHTING WITH ELECTRICAL ENGINEER. ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED GAR GARAGE (N) NEW or H. THE COMPLETED BUILDING WILL NEED TO BE TESTED AND COMPLY WITH THE ON THE STRUCTURAL DRAWINGS, PLANS, AND DETAILS. NOT ALL SECONDARY COND CONDITION(AL) N NORTH RET RETENTION or RETURN VIOLET DISTRIBUTED ANTENNA SYSTEMS (DAS). THE CABLING FOR THIS SYSTEM WILL NEED DIMENSIONS ARE SHOWN ON THE STRUCTURAL DRAWINGS SUCH AS EXACT DOOR CONT CONTINUE(UOUS) GB GRAB BAR NIA NOT APPLICABLE or NOT RETW RETAILING WALL TO COMPLY WITH THE RATINGS FROM THE LOCAL FIRE DEPARTMENT. AND WINDOW LOCATIONS, WALL CONFIGURATIONS, SLAB SLOPES AND CSMT CASEMENT Go GRID LINE AVAILABLE REV REVISE(D) or (ION) V VOLTS DEPRESSIONS, CURBS ETC. COORDINATION OF THE STRUCTURE WITH THE CSWK CASEWORK GR GRADE NIC NOT IN CONTRACT RM ROOM VAR VARIES DIMENSIONS AS SHOWN ON THE DRAWINGS AND ARCHITECTURAL ITEMS EMBEDDED CTR CENTER GYP GYPSUM NOM NOMINAL RND ROUND VB VAPOR BARRIER INTO, OR ATTACHED TO, THE STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CW COLD WATER GYP BD GYPSUM BOARD NTP NOTICE TO PROCEED RD ROUGH OPENING VD VOLUME DAMPER G. CONTRACTOR. DIMENSIONAL DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL GYP CEM GYPSUM CEMENT NTS NOT TO SCALE ROW RIGHT OF WAY VE VALUE ENGINEERING DRAWINGS OR BETWEEN DIFFERENT DRAWINGS WITHIN THE ARCHITECTURAL DBL DOUBLE RIP REFERENCE POINT VECP VALUE ENGINEERING CHANGE SERIES, OR DIMENSIONS WHICH ARE UNABLE TO BE DETERMINED, SHALL BE DEMO DEMOLISH(ED) or DEMOLITION GYPSH GYPSUM SHEATHING Oc ON CENTER RIF RESURFACE PROPOSAL REPORTED TO THE ARCHITECT FOR RESOLUTION IN WRITING PRIOR TO THE DEPT DEPARTMENT Do OUTSIDE DIAMETER or OUTSIDE RSVR RESERVOIR VERP VERTICAL PANEL FABRICATION OF MATERIALS OR COMMENCEMENT OF THE WORK. CIA DIAMETER HB HOSE BIB DIMENSION VERT VERTICAL H. INTERIOR DIMENSIONS ARE AS NOTED FOR SPECIFIC OTHER DIMENSIONAL HDRL HANDRAIL 1. CONDITIONS, SET LAYOUT TO CONTROL POINTS AS GIVEN. OPEN DIMENSIONS: WHERE DIMENSIONS ARE NOT GIVEN, LAY OUT TO KNOWN ------ - TYPICAL SYMBOLS TYPICAL HATCHES EGRESS NOTES CONTROL POINTS LAY OUT OPEN DIMENSIONS ACCORDINGLY. J. DOORS: ALL DOORSAND IN WOOD FRAMING ARE 4 1/2" FROM THE OUTSIDE EDGE OF THE HINGE SIDE FRAME TO THE NEAREST PERPENDICULAR SURFACE U.N.O. WHEN USED ANY DOOR IN MASONRY SHALL BE TO FACE OF MASONRY OR OFFSET 8" PER PLAN. — ------ ALUMINUM A. THE CONTRACTOR SHALL PROVIDE ILLUMUNATION AT ALL POINTS OF THE EGRESS K. WHEN USED COILING OR OVERHEAD DOORS OF ANY TYPE ARE CENTERED WITHIN NUMBER SEE ASSEMBLY �___j CONCRETE PATH. THE EGRESS PATH SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED. INDICATED AREA U.N.C. VIEW SHEET FOR MORE FLOOR/ROOF TAG L --- EARTH 45 DEG) B. THE CONTRACTOR SHALL PROVIDE EMERGENCY EGRESS ILLUMINATION LEVEL NOT LESS THAN 1 FOOT CANDLE AT THE WALKING SURFACE. THE EMERGENCY 1�O DETAIL REFERENCE INFORMATION (UNDISTURBED - F_; __1 ELECTRICAL SYSTEM WHICH SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING . . .................. . 1 �1 EARTH (DISTURBED I COMPACTED FILL - 90 DEG) AREAS IN THE EVENT OF A POWER FAILURE: GRAPHIC CONVENTIONS REFERENCE SHEET SEE WALL ASSEMBLY INSULATION, BATT 1:AISLES AND UNIENCLOSED EGRESS STAIRWAYS. 2: CORRIDORS, AND PASSAGEWAYS. GRID LINES Sit SHEET FOR WALL TAG � FM 3: EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE BUILDING LEVEL OF N MORE INSULATION, RIGID EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED. A. WALL ASSEMBLY TYPE SYMBOLS APPLY TO THE FULL LENGTH OF CONTINUOUS LETTER INFORMATION F_77�1 GLASS 4: INTERIOR EXISTING DISCHARGE ELEMENTS. 5: EXTERIOR LANDINGS AT EXIT DISCHARGE DOORWAYS. WALLS INCLUDING OFFSETS AND AROUND CORNERS UNLESS INDICATED OTHERWISE. NORTH 6: CONTRACTOR IS TO VERIFY LIGHT LEVELS OF THE EGRESS LIGHTING USED, B. CHANGES IN PARTITION TYPES ARE INDICATED BY DIFFERENT SYMBOLS OCCURRING ARROW FIRE GRAVEL THE EMERGENCY LIGHT FIXTURES SHOWN ON THE PLAN ARE CONCEPTUAL AT EACH SIDE OF A TRANSITION OR INTERRUPTION, OR BY A CHANGE IN THE VIEW EXTINGUISHER GYPSUM WALL BOARD ONLY. C. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR DURATION OF NOT C. GRAPHICS ON THE PLAN, UNLESS REQUIRED FOR CLARITY. DRAWING REFERENCE SYMBOLS: DRAWINGS CROSS-REFERENCES NORMALLY ARE OVERALL LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT REFERENCED ON SMALLER SCALE DRAWINGS TO THE NEXT LARGER SCALE VIEW. �Al.01) 1,A].0l BUILDING ELEVATION P. LUMBER, FINISHED EQUIPMENT OR AN ONSITE GENERATOR. THE INSTALLATION OF THE EMERGENCY FOR EXAMPLE, A BUILDING ELEVATION WILL SHOW A WALL SECTION, AND THE WALL SHEET SECTION 109-D" DATUM EXIT LIGHTING CONCRETE MASONRY POWER SYSTEM SHALL BE IN ACCORDANCE WITH THE 2015 IBC AND COUNTY OF SNOHOMISH AMENDMENTS. D. SECTION WILL REFER TO THE LARGER -SCALE DETAILS WHICH APPLY, U.N.O. REFER TO LARGEST AVAILABLE DETAIL OR VIEW T PARAPET DATUM TAG (CMU) D. EXIT AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN TO DETERMINE COMPLETE ASSEMBLY, CONDITION AND/OR DIMENSION, AND FOR SIMILAR INFORMATION. WHERE NAME MASONRY, BRICK/ VENEER READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT SIGN PLACEMENT DRAFTING DISCREPANCIES OCCUR BETWEEN VIEWS OF SAME CONDITION AT VIEW EGRESS ARROW AND OCCUPANT PLYWOOD SHALL BE SUCH THAT NO POINT IN A CORRIDOR IS MORE THAN 1 OOFT OR THE LISTED VIEWING DISTANCE FOR THE SIGN WHICHEVER IS LESS, FROM THE NEAREST VISIBLE DIFFERENT SCALES, THE LARGER -SCALE VIEW GOVERNS UNLESS NOTED OTHERWISE. PARTIAL BUILDING LOAD EXITING EXIT SIGN E. EX T S GN SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. E. DETAIL VIEWS MAY BE DRAFTED TO CONVEY ONLY PORTIONS OF THE OVERALL A .1 ELEVATION SAND CONDITION AT A SPECIFIC LOCATION. REFER TO OTHER SIMILAR AND SUPPORTING SHEET SECTION F. PROVIDE TACTILE EXIT SIGNAGE AT EACH EXIT DOOR TO AN EGRESS STAIRWAY, EXIT VIEWS TO DETERMINE OVERALL CONDITION OR ASSEMBLY IN PLACE. 1001-91 DATUM SPOT EGRESS DIRECTION STEEL PASSAGEWAY, AND EXIT DISCHARGE AS REQUIRED BY CODE - RECEIVED LOCATION ELEVATION TAG (IN PLAN) PATH OF TRAVEL WOOD BLOCKING CITY OF TUKWILA VIEW I LOCATION STUDIO WOOD MEMBER DEC 13 2019 A, RM# 101 ROOM TAG ---------------- ENERGY NOTES DRAWING NOTATIONS PERMIT CENTER A1.0�, WALL SECTION ROOM Dec. R-2 OCCUPANT LOAD Z NAME AREA 4501 CALCULATOR SHEET 1: 2'0 Room DOUF C___ 6 3d — ------------------- F 17 —io ROOM ROOM TAG GOVERNING ENERGY CODE: 2015 WASHINGTON STATE ENERGY CODE A. TYP (TYPICAL): INDICATES THAT THE INDIVIDUAL ELEMENT NOTED OR REFERENCED VIEW NUMBER 12 SLOPE INDICATOR IS REPRESENTATIVE OF LIKE ITEMS AND/ OR CONDITIONS WHICH ARE SHOWN IN THE 150 SF OFFICE SPACE IS CONDITIONED SAME DRAWING BUT FOR REASONS OF DRAFTING CLARITY ARE NOT INDIVIDUALLY AREA WAREHOUSE SPACE IS A SEMI -HEATED NOTED OR REFERENCED. B. SIM (SIMILAR): INDICATES THAT THE REQUIRED BUILT CONDITION DEPICTED IS INTERIOR SLOPE CLIMATE ZONE: 4C SIMILAR TO BUT NOT IDENTICAL TO THE REFERENCED VIEW. 4 Al.. 1 2 10� ELEVATION SLOPE ARROW C. CONT (CONTINUOUS): INDICATES THAT THE ELEMENT OR CONDITION SO NOTED IS \— SHEET REFERENCE 1/2:12 LIGHTING CONTROLS: CONTINUOUS ALONG FULL EXTENT OF OVERALL ASSEMBLY SHOWN. EXAMPLE: A. EACH INTERIOR SPACE TO HAVE DEDICATED LIGHTING CONTROLS PER 2015 "SEALANT CONT." INDICATES THAT SEALANT SHALL BE APPLIED ALONG FULL EXTENT 3 STATE ENERGY CODE, WSEC 1513.1 OF SEAM TO FORM WEATHER -TIGHT SEAL. CENTER LINE B. ALL SPACES TO THE EQUIPPED WITH AUTOMATIC SHUT-OFF CONTROLS OR D. OPP (OPPOSITE): INDICATES THAT THE DRAWING REFERENCED IS DRAWN BREAK LINE OCCUPANCY SENSORS FOR LIGHTING, WSEC 1513 OPPOSITE -HAND TO THE CONDITION. WHEN USED IN CONJUNCTION WITH A NOTE, THE TERM REFERS TO CONDITION AT OPPOSITE SIDE OF DRAFTED CONDITION, VIEW EXTERIOR AREA, OR ELEMENT. WHEN USED FOR A BUILT ITEM IT REFERS TO A CONDITION ELEVATION WHERE THE ITEM IS INSTALLED OR OPERATED IN THE OPPOSITE DIRECTIONS, I.E. Al. REFERENCE WINDOW OPERATION. SHEET E, CLR (CLEAR): THE DIMENSION IS TO FACE OF FINAL DOOR TAG zl� NUMBEREVISIORN REVISION TAG I FINISH, CODEINDICATES OR GOVERNINGTHAT RE BODY QUIRESPROVIDED IT. NOTE: CLEAR DIMS ALWAYS TAKE Cl:o:'D- TYPE PRIORITY TO OTHER DIMENSIONS. VIEW NUMBER FENESTRATION TAG W#: WINDOW/ RELITE ,— Ca— CLOUD REVISION CLOUD A1,01 CALL OUT AND LETTER SAI. STOREFRONT DELTA SHEET C* CURTAIN WALL III NUMBER KEYNOTE JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324A800 WWW.JACKSONMAIN.COM b z U) LO Wm w ui X LL -r U) X: F— F_ W Oi ::) 0 w 0 3: p W F_ N ry 0 It u_ < 0c) LLI 00 _j N-- _j CO < 0-) > < F_ W w � p 0 Lr) >— 0 f-0 0 7793 - REGISTERE ARCHITECT ATT W E SE TATE OF VIA' INGTON PROJECT NO.: 19074 PROJECT MGR.: DIG DRAWN BY: DRW CHECKED BY: AIR mmmmmPROJECT""momm INFORMATION & ANNOTATION KEY ""11 0. JACKSON I MAIN ARCHITECTURE P.S. 02019 6 1 2 I I 1 -_ - -- _------� Y I ( 3.2 5.6 LEVEL 02 _ 11 TRUE PROJECT NORTH NORTH SHEET NOTES: A. THE CONTRACTOR SHALL PROVIDE ILLUMUNATION AT ALL POINTS OF THE EGRESS PATH. THE EGRESS PATH SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED. B. THE CONTRACTOR SHALL PROVIDE EMERGENCY EGRESS ILLUMINATION LEVEL NOT LESS THAN 1 FOOT CANDLE AT THE WALKING SURFACE. THE EMERGENCY ELECTRICAL SYSTEM WHICH SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS IN THE EVENT OF A POWER FAILURE: 1: AISLES AND UNENCLOSED EGRESS STAIRWAYS. 2: CORRIDORS, AND PASSAGEWAYS. 3: EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE BUILDING LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED. 4: INTERIOR EXISTING DISCHARGE ELEMENTS. 5: EXTERIOR LANDINGS AT EXIT DISCHARGE DOORWAYS. 6: CONTRACTOR IS TO VERIFY LIGHT LEVELS OF THE EGRESS LIGHTING USED, THE EMERGENCY LIGHT FIXTURES SHOWN ON THE PLAN ARE CONCEPTUAL ONLY. C. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ONSITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH THE 20151BC AND COUNTY OF SNOHOMISH AMENDMENTS. D. EXIT AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL, EXIT SIGN PLACEMENT SHALL BE SUCH THAT No POINT IN A CORRIDOR IS MORE THAN 100FT OR THE LISTED VIEWING DISTANCE FOR THE SIGN WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. E. EXIT SIGN SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. F. PROVIDE TACTILE EXIT SIGNAGE AT EACH EXIT DOOR TO AN EGRESS STAIRWAY, EXIT PASSAGEWAY, AND EXIT DISCHARGE AS REQUIRED BY CODE. T T T T T STAIR 2 RM# 119 B � - -------------- WH� I I I< I I ' I I 1 I a ' :E OFFICE__— i 200 RM# 117 I B OCC. B I 614 AREA 139 i:300 OLF 1:100 3 J OL 2 I LOCKER RM# ___..-. 101 STAIR 1 _ f - e— i oCC. B RM#R 170 OCC. __116 �� i OLF 1:100 AREA 121 01.06 -; OL _._----2 OLF 1:100 OL 2I ��— H 27 — SHOWER RM# 102 I -------- I OCC B CLOSET_ ' I AREta-. 77 RM # OL 1 115 ' - I OLF 1: 100 aREa 3� , TOILET OLF 1: 300 "' I RM# 113 f OL 1 , •�_ i OCC. B Cl i AREA 70 OFFICE OLF 1:100 RM# 112OCC B AREA 1 8 Go' • i--L-----�-------- �� OOL LF ,:tot &- _ f _------, /p IV RM# LOUNGE I I 111 _ I _ OCC. B AREA 382 RENTAL LOBBY i OL a M# 10 AOR44400—� --j-I ----. -C OL 5 IIj RFEA 371 OL068 ELECTRICAL L- -RM# 120 OL B C 01,06 - p-i-- I I ol LEVEL 01 -1)(B118" = 1-0" TRUE PROJECT NORTH NORTH WASH BAY AUX. 1 � OCC. F-1 • `� �-REF10 1:30990 { ` \ I I �I I i ` _ I SHOP L-4 RM# 100 OCC. F-1 I ASH OLF 7 5450 1:300 3'�1�0\PC'O�P — `�`\ W RM # BAY A 06 . 2 OL 19., OCC. _F-1 LURE ROOM AREA 46 OLF 1: 300 01�� ORE A 1007 I OL 1 I ARE ' - - OLF 1:301 C_ OL 1 T i I i t i I � I ' 3 WASH BAY a wl RM# 105 I ' OCC, F-1 ` AREA-1935 OLF 1:300 i OL 7 1 _ I 1 I I t` I T J- II o----------- CLOSET OFFICE RM# 109 RM# : 110 occ_- - -B oc�_-= B AREA ______ 23 _AREA__134 OLF 1300 OLF 1:100 OL r 1 I LOL 2 3.2 5.6 KEYNOTES: I # I— NOTE 01.06 EXTERIOR EXIT DISCHARGE 01.07 EXISTING EXIT STAIRWELL LEADS TO GROUND LEVEL EXTERIOR EXIT DISCHARGE RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER bl ?,.- 0393 Z ` ) vJ lid r Q cp � � W U) WX r LL U) w -10 W 05 0 U) ~ N Ito PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR OCCUPANCY & EXIT PLANS 0 2 U. JACKSON I MAIN ARCHITECTURE P.S. 0 2019 NOTE: LATCH APPROACH, PUSH SIDE 1. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MINIMUM, INDICATES MINIMUM AREA OF BLOCKING 2. REQUIRED CLEAR FLOOR SPACES ARE TO APPROACH SHOWN IN HATCH, TYP. BE FLAT. 2% SLOPE MAX. AWAY FROM DIRECTION BLOCKING FOR ACCESSORIES DOOR OR CROSSING CLEAR FLOOR SPACE TO BE CONTINUOUS AND IN ANY DIRECTION FOR DRAINAGE. 2 -7 EXTEND A MIN. OF 4" BEYOND 3. DOORS IN ALCOVES SHALL COMPLY WITH ANY CONNECTION POINT FORWARD APPROACHES. 24" *48" MIN IF M CLOSER IS PROVIDED FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE FI li 8- MIN. 12 BOTH 'IN CLOSER AND LATCH ARE MINIMUM AREA OF BLOCKING SHOWN IN HATCH, TYP. BLOCKING FOR I PROVIDED ACCESSORIES TO BE CONTINUOUS AND EXTEND A MIN. OF 4" BEYOND ANY HINGE APPROACH, PULL SIDE HINGE APPROACH. PULL SIDE (OPTION) CONNECTION POINT SIZE OF CLEARANCE AT WATER CLOSETS > COORDINATE IN FIELD (LI"16" - 18" 36" MAX, 'T MIN. 36' 41 42" MINIMUM AREA OF BLOCKING SHOWN IN HATCH, TYP, =-M M "N. MIN.. MIN. BLOCKING FOR ACCESSORIES TO BE LU 0 CONTINUOUS AND EXTEND A MIN. OF 4" BEYOND ANY CONNECTION POINT HINGE APPROACH, PUSH SIDE LATCH APPROACH, PULL SIDE Li < --------------- 60" MIN. WC CLEARANCE -ZL; M, N MIN. MIN. IF BOTH CLOSER AND *54" MIN IF CLOSER IS PROVIDED LATCH ARE PROVIDED 48" MIN IF BOTH CLOSER AND LATCH PROVIDED DOOR CLEARANCES BLOCKING AT TOILET GRAB BARS T3116- V-0- PROTRUDING DISPENSER OUTLETS ALLOWED NOTE: t 30'x 48" OF CLEAR FLOOR SPACE IS REQ'D IN EVERY RESTROOM. WHEN 30" x 48" CLEAR FLOOR RECESSED DISPENSER 39" - 41" OUTLETS ALLOWED WITHIN DASHED OUTLINE 36'MAX. 3 MAX FLUSH CONTROL MAY BE AUTOMATIC LL'LL`�`\`\ SPACE IS PROVIDED BEYOND THE ARC OF THE OR HAND OPERATED DOOR SWING, THE DOOR IS PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE 24" MIN, 18" VERTICAL IN PROTRUDING DISPENSER ------ REQUIRED FOR ANY FIXTURE. 2. DOOR MAY SWING INTO REQ'D WHEELCHAIR TURNING SPACE. AN EXCEPTION IS MADE IN SINGLE OCCUPANCY TOILET ROOMS TO ALLOW DOOR TO FIXTURE CLEAR FLOOR OR GROUND SPACE WHEN OUTLETS ALLOWED z HANDLE TOWARD OPEN SIDE OF STALL -7 25" MAX. OR SPACE IS _Ii �� i 8" ANOTHER CLEAR FLOOR GROUND PROVIDED OUTSIDE THE RADIUS OF THE DOORyyy I IN 2i bo SWING. 3. ONLY THE WATER CLOSET, ASSOCIATED GRAB :2 BARS, PAPER DISPENSERS, SANITARY NAPKIN Li RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AT OTHER FIXTURES, AND TURNING SPACES ARE m ALLOWED TO OVERLAP THE WATER CLOSET CLEARANCE SPACE. DOOR SWING, LAVATORY Z'I 13 1/2"' 30" FIXTURE, OR OTHER FIXTURES ARE ALLOWED TO �___�MAX �2 MIN. CLEARANCE. DISTANCE REQUIRED EQUIPMENT ALLOWED' MIN. MAX. OVERLAP THE WATER CLOSET TO C.L. OF FURTHEST IN HATCHED AREA 4. EXPOSED PIPES UNDER THE LAVATORIES AND DISPENSER OUTLET NOTE: SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. 1. WHEN MORE THAN ONE URINAL IS PROVIDED 10% BUT NOT LESS THAN ONE) LIKEWISE THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THOSE FIXTURES. SIDE WALL GRAB BAR REAR WALL GRAB BAR AT LAVATORY CLEARANCES SHALL BE ACCESSIBLE. REFERENCE PLANS FOR LOCATIONS. 2. STALL TYPE OR WALL HUNG W/ TOP OF RIM SET TO 17" MAX. A.F.F. 5. FLUSH HANDLE SHALL BE LOCATED ON OPEN SIDE AT WATER CLOSETS WATER CLOSETS 3. BOTH WALL HUNG AND STALL TYPE URINALS NEED A DEPTH OF AT LEAST 13-1/21, OF WATER CLOSET. MINIMUM, MEASURED FROM THE OUTER FACE OF THE RIM TO THE BACK OF FIXTURE. ENLARGED SINGLE OCCUPANT RESTROOM PLAN URINAL CLEARANCES 115 318" = l'-O' OTHER COMMON TOILET ACCESSORY ABBREVIATIONS: REVIEW AND REMOVE UNUSED TYPES FROM PROJECT ADA AMERICANS WITH DISABILITIES ACT NOTE: 1. ITEMS SHOWN ARE GENERIC IN PURPOSE PER SPEC'S OR SCHEDULES FOR ACTUAL OF DRINKING FOUNTAIN MODELS. UR URINAL 2. INSTALL BLKG, IN WALL AT ALL RECESSED AND SURFACE MOUNTED TOILET ACCESSORIES. WC WATER CLOSET IF METAL STUD WALLS REF. BACKING PLATE DETAILS SHEET AX/X.XX IF NO ELECTRICAL DEISGNER ON 3. FLOOR FINISH TO BE PER SCHEDULE AND SPECIFICATIONS. PROJECT UTILIZE THESE STANDARDS 4, WATER SUPPLY AND DRAINPIPES SHALL BE INSULATED OR CONFIGURED TO PROTECT AGAINST CONTACT, NO SHARP OR ABRASIVE SURFACES UNDER LAVS. AND SINKS. 5. TOILET FLUSH CONTROL HANDLES SHALL BE MOUNTED FOR USE FROM THE SIDE OF THE DOORBELL CHIME, STALL AND NOT MORE THAN 44" A.F.F. PER ADOPTED ACCESSIBILITY CODE. STROBE, CARBON OR 6. SEAL ALL ACCESSORY FIXTURES WATER TIGHT PER BUILDING CODE, TYPICAL. ALL SMOKE DETECTOR SHOWERS SHALL COMPLY WITH ADOPTED ACCESSIBILITY CODE. ALL SHOWER FINISHES SHALL COMPLY WITH BUILDING CODE. LIGHT SWITCH SIDE VIEW FRONT VIEW THERMOSTAT, ETC V 48" SIDE BAR I < 0 I I w 11 RECEIVED CITY OF TUKWILA OUTLETS AND qqj-� - 36" BACK BAR 24" 5 111 I z DEC 13 2019 DATA JACKS 8" 1 > 0 CENTER WHEN P: 0 0 UJ LOCATED OVER W > PERMIT CENTS R 7-g-j V --N b SINK uj CHANGING HAND HELO SHOWER FOLDING MOP SINK & DRESSING FIRE PAPER SOAP GRAB BAR SANITARY TOILET SEAT COATHOOK TOILET IV SHOWER SEAT MOP RACK MIRROR EXTINGUISHER TOWEL DISPENSER (GB) NAPKIN PAPER COVER PARTITION (MIR) TABLE SOAP DISH AND GRAB (CH) (CT) BARS CABINET (FX) DISPENSER (SD) DISPOSAL DISPENSER DISPENSER (TPTN) (PTD) (SND) (TPD) (SCD) DSTANDARD MOUNTING HEIGHTS 2O 114"= 1W b z U) < W X w LL U) g 0 0 3: U) F- C'4 cr >- 10 LL 00 LLI 00 < > < F �- U) Lu 0 06 7793 REGISTERS ARCHITECT ITWE SE STATE OF WASHINGTON PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR ACCESSIBILITY DETAILS u 2 u , LJ7 JACKSON I MAIN ARCHITECTURE P.S. 0 2019 LEGAL DESCRIPTION PARCEL A : LOT B, CITY OF TUKWILA SHORT PLAT NO. 88-3-SS AS RECORDED NOVEMBER 18, 1988 UNDER RECORDING NO. 8811180199, RECORDS OF KING COUNTY, STATE OF WASHINGTON. PARCEL B : AN EASEMENT FOR INGRESS AND EGRESS AS DELINEATED ACROSS PARCEL A, CITY OF TUKWILA SHORT PLAT NO. 88-3-SS AS RECORDED NOVEMBER 18, 1988 UNDER RECORDING NO. 8811180199, RECORDS OF KING COUNTY, STATE OF WASHINGTON. LEGAL DESCRIPTION AS SURVEYED THE FOLLOWING IS A METES AND BOUNDS LEGAL DESCRIPTION OF THE SUBJECT PARCEL BOUNDARY LINES, AS SURVEYED. THIS LEGAL DESCRIPTION DOES NOT PURPORT TO SUPERCEDE THE LEGAL DESCRIPTION AS CTJF.'.'. NTLY FOUND IN TITLE. THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., SITUATE IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF THE WEST VALLEY HIGHWAY (SR 181) AND THE NORTH LINE OF THE SOUTH 480.00 FEET OF THE NORTH HALF OF SAID NORTHWEST QUARTER OF SECTION 36; THENCE SOUTH 88'22'12" EAST, ALONG SAID NORTH LINE, 533.49 FEET, TO THE POINT OF BEGINNING• THENCE SOUTH 88'2212" EAST, CONTINUING ALONG SAID NORTH LINE 378.62 FEET, TO THE WEST RIGHT-OF-WAY LINE OF THE PUGET SOUND ELECTRIC RAILWAY; THENCE NORTH 01"27'12" WEST, ALONG SAID WEST RIGHT-OF-WAY LINE OF THE PUGET SOUND ELECTRIC RAILWAY, 306.44 FEET, TO THE NORTH LINE OF THE SOUTH 786.00 FEET OF SAID NORTH HALF; THENCE NORTH 88'22'12" WEST, ALONG SAID NORTH LINE OF THE SOUTH 786.00 FEET, 362.14 FEET, TO A POINT WHICH BEARS NORTH 01"37-48" EAST FROM THE POINT OF BEGINNING; THENCE SOUTH 01'37'48" WEST 306.00 FEET, TO THE POINT OF BEGINNING. MATTERS OF TITLE 3. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: OCTOBER 5, 1971 RECORDING INFORMATION: 7110050390 IN FAVOR OF: CITY OF RENTON FOR: PUBLIC UTILITIES AFFECTS: AS DESCRIBED THEREIN. (SHOWN HEREON) 4. COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED: APRIL 2, 1979 RECORDING NO.: 7904020670 (NOT PLOTTABLE) 5. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" RECORDED OCTOBER 31, 1979 AS RECORDING NO. 7910310648 OF OFFICIAL RECORDS. (NOT PLOTTABLE) 6. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: OCTOBER 31, 1979 RECORDING INFORMATION: 7910310780 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION FOR: THE RIGHT TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR REPLACE AND ENLARGE AND UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AFFECTS: AS DESCRIBED THEREIN. (10' WIDE CENTERED ON EXISTING FACILITIES - NOT PLOTTED) 7. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: APRIL 28, 1980 RECORDING INFORMATION: 8004280537 IN FAVOR OF: CITY OF RENTON FOR: PUBLIC UTILITIES (INCLUDING WATER AND SEWER) AFFECTS: AS DESCRIBED THEREIN (SHOWN HEREON) 8. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS, IF ANY, AS CONTAINED AND/OR DELINEATED ON THE FACE OF THE TUKWILA SHORT PLAT NO. 88-3-SS RECORDED NOVEMBER 18, 1988 AS RECORDING NO. 8811180199, IN KING COUNTY, WASHINGTON. (SHOWN HEREON) 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: JANUARY 10, 1989 RECORDING INFORMATION: 8901101394 IN FAVOR OF: NICK SCIOLA, JR. AND PATRICIA ANN SCIOLA, HUSBAND AND WIFE FOR: SEWER PURPOSES AFFECTS: AS DESCRIBED THEREIN. (SHOWN HEREON) 10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: JANUARY 10, 1989 RECORDING INFORMATION: 8901101395 IN FAVOR OF: NICK SCIOLA, JR. AND PATRICIA ANN SCIOLA, HUSBAND AND WIFE FOR: STORM DRAINAGE PURPOSES AFFECTS: AS DESCRIBED THEREIN (SHOWN HEREON) 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: JANUARY 10, 1989 RECORDING INFORMATION: 8901101395 IN FAVOR OF: NICK SCIOLA, JR. AND PATRICIA ANN SCIOLA, HUSBAND AND WIFE FOR: ACCESS AND UTILITY PURPOSES AFFECTS: AS DESCRIBED THEREIN. (NOT PLOTTED - "AREA IMMEDIATELY ADJACENT TO" STORM DRAINAGE EASEMENT FOR CONSTRUCTION AND MAINTENANCE) 12. THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINE D IN THE DOCUMENT ENTITLED "AGREEMENT FOR ACCESS AND UTILITY EASEMENT" RECORDED JANUARY 10, 1989 AS RECORDING NO. 8901101396 OF OFFICIAL RECORDS. (SHOWN HEREON) 13. THE TERMS, PROVISIONS AND EASEMENTS) CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT FOR RECIPROCAL PARKING AND ACCESS EASEMENT" RECORDED JANUARY 10, 1989 AS RECORDING NO. 8901101397 OF OFFICIAL RECORDS. (SHOWN HEREON) 14. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: JULY 03, 1990 RECORDING INFORMATION: 9007031149 IN FAVOR OF: NICK SCIOLA AND PATRICIA ANN SCIOLA, HUSBAND AND WIFE FOR: DRAINAGE AFFECTS: AS DESCRIBED THEREIN. (SHOWN HEREON) 15. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: FEBRUARY 21, 1991 RECORDING INFORMATION: 9102211113 IN FAVOR OF: CITY OF RENTON, A MUNICIPAL CORPORATION FOR: PUBLIC UTILITIES (INCLUDING WATER AND SEWER) WITH NECESSARY APPURTENANCES AFFECTS: AS DESCRIBED THEREIN. (SHOWN HEREON) 16. SIDE SEWER EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: LOCATION: ALONG THE LINE AS CONSTRUCTED WIDTH: 10 FEET RECORDING NO.: 9106191617, RECORDED JUNE 19, 1991 (SHOWN HEREON) CB T-1 hhF RIM=32.98' I (S)=30.63' 81P I (W)=29.73' 8"IP I vl C v I � I r 40' o = 33A v 4;ro CS T—I z 35 IE(<jS)=30.87' RIM-32.8T 81P x m 0 z3- na z. m — 40.10' P JE 5� J h 3z.as zl O j35t N, p� N J W � I I 50' A IN 0 Q ono Z 0 N N w FOUND CONC MON W/BRASS PLUG, :k DOWN 0.5' IN CASE N: 164151.31 E: 1290941.25 BASIS OF BEARINGS NE 1 /4, NW 1 /4, SEC. 36, T. 23 N., R. 04 E., W.M. ITEM 7— 15' PUBLIC N GRAPHIC SCALE 10 0 10 20 40 1 INCH =20 FT. SIGN UTILIITY ESM T, ITEM 8— "181" REC NO 8004280537 PARCEL 8, 40' JOINT INGRESS, EGRESS AND UTILIITY ESM'T, REC. N0. 8811180199 -«h BASE ONLY ITEM 12—:ACCESS AND hh° ELEC. sso i�bo TRANSFORMER e ` lc� A ., : UTULITY ESM'T, REC. N0. 8901101396 , m N `CURB a — — - — — — — — — — O TEL "7 _e — — — — — — — — — — — 2a VAULT n .. h.�. 1 T O5. 28., 9. , Tv 1 °+z I s>z � t .. "02 T 2 260 —{—�— 29 Y _ — , a T a L� � hoo v a NO J PARKING m ,01 PARKING I I .,0 251a A \p - 1 RYDER' N ' 18" PINE yy 16" PINE 533.49' 02„ " NE 18 PI 22" PiHE+ 22" PINE N 8'2272 W 573.59 CW \ ______ '? BLKU 3cz> 18" FIRO .rya 18' OAK TEL TEL I(" MANHOLE\ VAULT \ CB T-1 \— RIM=32.76' IE(N)=31.08' 8"IP WASHINGTON COORDINATE SYSTEM, NAD83(2011), NORTH ZONE, DERIVED FROM WRSN REFERENCE NETWORK - ACCEPTED THE CALCULATED BEARING OF N 88'36'34" W, BETWEEN POINTS ALONG THE CENTERLINE OF SW 43RD ST, BASED ON FOUND MONUMENTS IN CASE. OD VERTICAL DATUM NAVD88 - ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY CITY OF KIRKLAND SURVEY CONTROL DATABASE. POINT ID NO. 3537 - 3" BRASS DISK, SET FLUSH WITH CONCRETE SIDEWALKSTAMPED WITH THE AGENCY. FROM THE INTERSECTION OF WEST VALLEY HIGHWAY AND S 180TH ST, GO WEST TO THE INTERSECTION WITH S 180TH ST AND SPERRY DRIVE. THE MONUMENT IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION AND SET IN THE CONCRETE SIDEWALK. ELEVATION: 29.52 FEET REFERENCES 1. LOT LINE ADJUSTMENT, CITY OF RENTON FILE NO. LUA-06-095-LLA, VOL. 210, PGS. 192-210, RECORDS OF KING COUNTY, WA. 2. 181 SO. CORP. LIMITS OF TUKWILA TO FOSTER INTERCHANGE, APPROVED 05/16/68, RECORDS OF WSDOT 3. RECORD OF SURVEY, VOL. 9, PG. 192, RECORDS OF KING COUNTY, WA. 4. RECORD OF SURVEY, VOL. 12, PG. 168, RECORDS OF KING COUNTY, WA. 5. CITY OF RENTON SHORT PLAT NO. 346-79, VOL. 19, PG. 81, RECORDS OF KING COUNTY, WA. 6. RECORD OF SURVEY, VOL. 268, PG. 11, RECORDS OF KING COUNTY, WA. 916.51' CALC PER R2 SW 43RD ST SURVEYOR'S NOTES 1. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN JULY 2019 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND LEICA TS16 ROBOTIC TOTAL STATION AND/OR LEICA GS16 GPS RECEIVER. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 4. SUBJECT PROPERTY TAX PARCEL NO. 3623049062. S. APPROXIMATE SUBJECT PROPERTY AREA IS: 113,336t S.F. (2.6018t ACRES) 6. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN F,XTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY'S "SUBDMSION GUARANTEE", ORDER NO. NCS-967049-MIA, DATED JUNE 20, 2019. IN PREPARING THIS MAP, BBA LAND SURVEYING HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BBA LAND SURVEYING AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED ALTA COMMITMENT FOR TITLE INSURANCE. BBA LAND SURVEYING HAS RELIED WHOLLY ON FIRST AMERICAN TITLE INSURANCE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND BBA LAND SURVEYING QUALIFIES THE MARS ACCURACY AND COMPLETENESS TO THAT EXTENT. 7. THE PROPERTY IS LOCATED WITHIN AN AREA HAVING ZONE DESIGNATION "X", PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 53033CO978 F, WITH AN EFFECTIVE DATE OF MAY 16, 1995 FOR COMMUNITY NO. 530091, IN KING COUNTY, STATE OF WASHINGTON, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS SITUATED. LEGEND m H W W S N W W In I W z J H Q ITEM 7— 15' PUBLIC UTILIITY ESM'T, REC N0. 8004280537� r---I 15 ----j BASE ONLY )a 27 ( 4 6 11ta 2] Jg — — — — — c'2e } ? --I J Jn J� h z —-- v — s v a- NO PARKING �.:cNO NO NO PARKING PARKING I .zzc� "Al PARKING S +1 I `�^ hI < P N p n 20" PINE � 8" PINE 26" PINE(DEAD) y ) 0 28" PINE �^' _ '_ O— 21 t+ -- _____ ___ _ _—_ _ Jz2_s__22"OPINE,! - - _ l ^__ _ j ASPHALT SURFACE CONCRETE SURFACE \ > CULVERT SIR BIRCH CW COTTONWOOD MAP MAPLE FIR DOUGLAS FIR NWV WATER VALVE ❑ COL COLUMN [_]ACU AC UNIT O BLRD BOLLARD ® ELECTRIC JUNCTION BOX CAB COMM. CABINET 5X—i CATCH BASIN (TYPE-1) ® CATCH BASIN (SOLID LID) (TYPE-1) ® ELECTRIC VAULT q� FOUND MONUMENT IN CASE NGV GAS VALVE ❑ GM GAS METER OEPP ELECTRIC POWER POLE 8. SUBJECT PROPERTY IS ZONED "C/LI", PRESENT USE IS SERVICE BUILDING. SETBACK REQUIREMENTS: FRONT = 25% SECOND FRONT 12.5', SIDE = 5', REAR = 5' MAXIMUM BUILDING HEIGHT: 4 STORIES OR 45' PARKING REQUIREMENT: SEE TMC CHAPTER 18.30 THE ABOVE ZONING INFORMATION IS PER CITY OF TUKWILA ZONING CODE, SECTION 18.30.080 BASIC DEVELOPMENT STANDARDS. IT WAS NOT PROVIDED BY THE INSURER AS IS REQUIRED BY THE 2016 ALTA/NSPS STANDARDS FOR LAND TITLE SURVEYS. 9. THE TOTAL NUMBER OF DESIGNATED PARKING SPACES ON THE PROPERTY IS 72, INCLUDING 21 STANDARD, 1 HANDICAP, 32 TRUCK PARKING AND 18 MULTI -TRUCK STACK PARKING. 10, THERE IS NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS AT THE PROPERTY. 11. THERE ARE NO KNOWN PROPOSED CHANGES IN RIGHT OF WAY LINES BY THE CONTROLLING JURISDICTION NOR EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION REPAIRS AT THE PROPERTY. 12. THERE IS NO OBSERVED EVIDENCE OF USE OF THE PROPERTY AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. X I OCO XD ❑ WM U SS SD G P OHP X X \ \ \ \ \ \ \ \ \ \ \ \ SIGN SET/FOUND NAIL MANHOLE CLEANOUT FIRE HYDRANT WATER METER STREET LIGHT LUMINAIRE COMM. MANHOLE SANITARY SEWER LINE STORM DRAINAGE LINE WATER LINE GAS LINE POWER LINE (UNDERGROUND) TELEPHONE LINE (UNDERGROUND) OVERHEAD POWER CHAIN LINK FENCE BUILDING LINE VICINITY MAP NTS TO: RYDER TRUCK RENTAL, INC., A FLORIDA CORPORATION; AND FIRST AMERICAN TITLE INSURANCE COMPANY; THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND ��/IZ�Ig TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 7(Al,C), 8, 9, 11, 13, 16, 18, 19 & MARK A. BORYS LS# 46876 DATE 20, OF TABLE A, THEREOF. THE FIELD WORK WAS COMPLETED ON JULY 5,2019. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2020 City of Tukwila BUILDING DIVISION NW tWt—� t� W a 00 00 a Q z >CD 3 a W�� Lr) 00 JOB NO. 19282 RECEIVED CITY OF TUKWILA DRAWN BY: RSN DEC 13 2019 CHECKED BY: MAB PERMIT CENTER DATE: 07/12/2019 SHEET 1 OF 2 NE 1/4, NW 1/4, SEC. 36, T. 23 N., R. 04 E., W.M. (IL ITEM 10 - CB T-1 05 No. y -E-coI �oK EL 05V .��E,S G DRAINAGE ESM'T,M RIM=27.87' G`<-�'9p9P P�\� BLOCK I w cwiz Qp`c��pk9 QF,R REC. NO. 8901101395 IE(E)=23.37' 12"CPP GV o -OW' off,F� w ZM z w`D w ^�,, pRo (DOCUMENT PARTLY ITEM 14 - 10' STORM IE(W)=23.1T 72'CPP +9,ry ^? SU �g U z w ,cq �'- v z qG�'' ILLEGIBLE - BEST ESM'T DRAINAGE ESM'T, bs+s F.R\��P<`R3\ z o w iw.. h SI' 0. ) is FENCE & 0 6oW zs ie _ I o w z PLACEMENT IS SHOWN REC NO. 9007031149 -W W a 0 `CSC PR v.o a s MANH SO W W14 °.CVJ W ^-' . " i ' &24 N! N m 22 --- cv 25 x h 362.14' (362.36' DE Z Z SD i SET PK NAIL. ea+: y 6" PIIJE( PING) oM i INE(DYNG 72 4NE fD�IJG SO W/WASHER, LS _,._- a° » 1 4" PIN 6° "PIN (DYI lG) °h {2" INE o _6� _ Pz_ _E_ FINE c a. .zss ° 14" PINE ° ° - z° 46875¢0 i \ �i z. i PIVE 6' PIVE 10 0 ry r1D v10' PIN PI lE(D D) TR _ _6' PIII IE "s+ 5 _ _ ___ PIPJ E,. 0•�PI E 8"�I E' N ': my zr= - -@ . RE J G. V REO ,�' _.._.�s 3> z '. SIN -- - PINE zo P \T-�R B T-i CURB 'N � � REA ___ N - _-_ - - \ M=26.46' a rva,:+l °.z BLRD ss' QAULTs _ K „ ------ ---- -- ----- -'CURB - 25�1 ^n, ",: CURB s. 3 -- I - - 1 1 }`s \ s(E)=23.36' 12CPP �--, BLR n '-- ssa - u a fzs POND a l 3 (END NOT FOUND) a �, IE(W) 2 .96' 4 za ECO ,>: z QCO \ 4 PVC a` CONTAINER' 1 I BLOCK \ \ IE(W)=23.66' 12'CPP�\IE(SE)=27.32' 1� 121'CMP UNDER Y�A�E1 1 �IE(E)-25.94' \ ( j l @ &MUD) / 1 ITEM 16- ro STANDARD SPACES 4'"PVC 10' SEWER rn F \� Z ENCLOSED {,a.<'ry sas , , + tiry zi ¢• t/ \ +\ ESM'T, REC. NO.sr" \ x AREA m •se s s SMH \ 9106191617 rj +o- a \ 8 TRUCK SPACES + 10" PINE `- Iz �I \� !SS RIM 2763' \ N\ m OLD GAS. +•ao- IE(E) i9138 PVC LOCATES''ss+ IE(SW) 19 33� ' 6 PVC l \ z +, 6; \ q \ 6 X X IE(NW)=19.37 6"PVC h° ;a1 CURB .ry ITEM 7 15' PUL81C s '� zea ELECS ( 3 TRUCK SPACES A _ -s J \ TRANSFORMER 5 , ` �= ' z `�" FUEL PORT z z o +\r <y \ ITEM 8 - s UTILITIES ESM' 1, REC. o. '•e„ I z ° y , z9 T as - - -- - ,I"'9 °} p ° \ 10' SEWER ESM'T, e u 2 _ _) _ CO � _ ze:e REC. N0. 8811180199 . o MAPz t 2zr oo +zas,9 ry , 3\" e*__-_�'------------- -.&.-- '--`-SM' ,°.,.� \ \ ____-____ 'zzs \ S 1 z? m' �" -:+s - - - - - aaa°. ti \: rv".d ITEM 9 SEWER E 'T, -- -----------�-' _ NO. 91 D2211113 S$ - - - - - SS - - - - - \ _ REC. N0. 8901101394 - -;�• Ste+- -+s - - - - _ _ __ O' a o - - -- ----- \ ------ o---- CO SS a $$ - - - - - - --______ rvry ---------------------- 184.0` w - - - -.I- Lil P `- VENT ENTRY ENTRY ENTRY > z FUEL PORT I (= QP GE �- 60 �L I +z3c zess as 9o-w / / ( / 130.2' n _o ENTRY rvnr= CnO - \ 5 - o W PP6'yp°` o� ems, I 6.' PIN Yp ) / h. GM OFFICE „_FUEL Y zs°. �dL >$' 0 COL.`i DISPENSER I Z ) I ry o- nsz Q 1 .� _--°, m F' n° ry Cps : I a FUE 1 o-N41 (TYP) SS E) -�. -1 0saII W I cwi ryry _I Lei (T ) s, " rvs's "^ CO rve n ° p ¢ ti.. s 0 es i•° +#J e� z>}]s " ?1 z 90 0 ITEM 8 - RECIPROCAL 'ds 49' -�.) BUILDING i �ers 56>s e 3 Ig r`� JOINT PARKING/ACCESS I p 27.75' m K: 51.39' irv9, .e 1 ITEM 3 - 15' PULBIC Q ESM'T, REC. NO. I s :_� Q I a 8.7 BUILDNG -23.7' ,'` " VA Ufv i 1 \\\� UTILITIES ESM'T, REC. 8811180199 t0 o SIGN I 0 (.. { { s & I zg s O I z ' I, N° ' COLT ^�' S NO. 7110050390 ITEM 12 - ;e"- NO zz9z M N. "RYDER" i ,, CO _ C5L�h \gym y.aa 1 PARKING PARKING/ACCESS ESM'T ry N ,.e REC. NO. 8901101396 s> za.za+I x W .>az �� RE=53 89` F=27.88' BUILDNG H'.-263' r 00 3 I rvrvo s^ >g o (.,) is rvry6o ss c ry CO . I ryu5 .'C 1ao na P BLRDKTYP} 11 .s ELEC. O 3 y + cn 5 ! o- O i FF-27 61' BOX y VENT s 37.9' I /z] ssai 45.4' E T Y ENTRY NTRY E Z I z-e,a+ n=ACU. zi sd... >s zzs.. E OR . "ENTRY 1 >` >.a rv'a fUELjP T IIBLRD(TY +rvo ^h i' aI PI 4rv, A �ry z s ) WHEELV. ^CURB ITEM 7 - 15' PULBIC STOP (TYP) I6bN8 + ti9 / �s fie. I FUTILITIES ESM'T, REC. I NO. B004280537 ¢ 0 I o z PARCEL' NO. 1 z 3623049062 ! 6 2 / I DER a 113,336t S.F. / /---------------------- I _-- / I PARKING ON ry " ":' zs s>+I s 6 P E]. za sa+ v")' (2.6018f ACRES) h R-_- ^ / xs esa SIGN / "RYDER" CURBzE, as METAL ITEM 8 a // FLAGPOLE PARCEL B• ss / yJ,; •- 'raa w' / / / ro5ba r- 40' JOINT INGRESS, EGRESS AND UTILITIES / c ESM'T, .REC. NO. / / �.i +rv,a aoo as a4' _ 881118D199 +° _._-/ �,. w ,% r,, a :,,ry + a I•�" � roh z N � 70 TRUCK SPACsES \ / / '`� / z�' trvhy E(NE) 22.66' 12"CMP I ITEM i2 e'�ACCESS AND t" Z6,/ s's asr .•r" a\ ry / 14 TRUCK SPACES *ho-° (END NOT FOUND). +�`^o UTILITIES ESM'T,REC. l ,a. - \ / ,ry 8901.10339Fa - - - _ - - / n a. z ..a z. rv� r z <•,. -- zs�� zs ga f zs es-:zaae c a _- i1- �- "e a° IMF ? T ^' T T SIGN 2 STANDARD z a rv^" "RYDER UNMARKED z]o I + , 2; I V PARKING ONLY' +P z - SPACES '0 TRAN MER + ae. +y. i s.]a za a h e SIGN WHEEL ,.osJ 1 , zs.v 'l' o zs ) z °8" MAP ."READY LINE" STOP TYP) s 10. MA i I POND \ i l e ? I SIGN ITEM 10 - ST RM a °"jz CURB .�°+` ry ;,{ "READY LINE" II I I / z P CURB _i h j DRAT AGE ES 'T, I I+� as ,. ay: g• - o sc,�. a` zs: '1' t`"L�.o -- ns �'_Zsz __ -i- , ' REC. N0. 8901101395rvo so .. s. I ! Z6 <5a+8 P _ 18" CW >a% T 2-sz+ a.+s.;. t >ssa,��sz.;:J CURB -�> - - - - - - - -' CU 1 rva s zsss zr, zs.e+ ]` z°.z - zs '4z ^, 6" Cvd72.. 1 W w o�%c o o zo CW 1D' PINEz: 6 + .• PII I`°'o -- / s •• 0 8' W t o°012" C O 14" PINE-_ 18" PINE z 18" PINE - --- -� t / - d d +zay °8" CW 2 VJ 1 CW .1 - � 8' 10' C _-- O ry- p O z I +ory I 10" PI(I °, °+zs'� _ i6" PINE io zs 6 W 72 Wa - as / °8" PINE 12" CW-`P - - - - -- - - -= _ "' ° +zse X GATE_ o- I \ 6.. PI E _ -P e \.....i 24' CW _ ,,z y 10 INEC,O " 8" PIN BI SET RE AP, ------ - 8� PINE yry 8'1P7NE � !E X z o - -- 16' CW u �r FENCE OR X `ss x X 14 FIRz, LS 46 6 ri 10' PIN 6""CW X o- X X _X N 88*22'12" W cJ N SREADY LINE" �tas ry PARCEL IGN N0. °� N SIGN WATER 378.62' (378.39' DEED) 3623049011 F2 3 S COR "READY LINE" MANHOLE (N LINE OF S 408' OF N 1/2 OWNER(S): HARNISH GROUP INC OF NW 1/4 OF SEC. 36-23-4) SW 43RD ST --N 88.22'12" W 1423.33' (1423.29' R1) --N 88'36'34" W 3108.02' (3107.93' CALC PER R1) 2" PINE (e z $ s �u lzss' PR P. COR. CW�� x v FENCE CDR .9'N & 30W xl z 0 J L7 N SMH i RIM=27.32' APPROX. LOC. SMH "^IE(S)=15.74' 81P 0 v � o v = Om 9 m SET REBAR W/CAP, 1 LS 46876 GRAPOHIC SOLE Io O F N E 1 INCH =20 F"1'. 0 v r /0 EN E D 0.3 z U) 0 0 (n v O FENC Z 1.2't Fr1 SMH RIM=27.08' IE(W)=15.18' 8"PV( O IE(N)=14.82' 8"IP IE(S)=14.98' 8"IP IE(E)=14.57' 10"IP Z FENC OI 2.1'W N J HE \_FENCE 0.9' W 8" P NE EPP 0 ° 5 FEN E s 0.4' 0 10" INE EN 0. 16' PIN 0 o M v o was+ 0 � m = P S> z m - INE 0 PANE E) FE E _ •� 2. v C CW FENCE ry 0.5'W FOUNO REBAR AP X" WI 0.3 EX0.4'S OF IE(N)=16.79' 8"IP .� RECEIVED IE(S)=16.89' 8"IP o o CITY OF TUKWILA IE(W)=17.07' 81.IP DEC 13 2019 PERMIT CENTER 86'55'0"' R2 / FOUND CONC MO, N BRASS DISK, DOWN 1.2' IN CASE - 1 N-164075.89 E:1294048.35 N 88'48'43" W 1684,71' A� JOB NO. 19282 DRAWN BY: RSN CHECKED BY: MAB DATE: 07/12/2019 SHEET 2 OF 2 m GV w I W ---- _-�_-_ „ VJ .�. �,- lV w .n w • .`. '� 1 "&24 W I,'\,,.. - I fi PI INE DY NU` 12 INE` �1�1U �-SD -10' PIN i E(DE�4D)_ V 12 111d^ PINT _ o PINE 0 10 20 40 E- 10" 10" PINE E 6 PI 'E �` ° ----- 8' PINE,. 6" PI F 8'-PI VE $'1-t--I 14" SCALE. i Inch = 20 ft. --- _ _ /Jj, VVV 7,7 PINE � - \ \ \ /' I "fit y i - - '� 10" PINE a _ - \ \ �� i u REMOVE D MAGED-CURB (IYP.) STRAW WATTLES:' TYP. \ REMOVE CURB __.; \ - - ( ) iiF\MOVE AA HALT\PAVEMENT (TYP.} x <' / / I' MAP ' ------ 1 _ryaFIN `r �... ------- ----- \ -- 53.- - - - - --y, - -- --- - ---- I -- _--------- --- c---=--------------------- ss ss r r- - 9, r - - - - -I - - - - - -- ------ - <z--------------- - ------------ ` I i r - -- - -- - g r ' -- < P---- - F 1 -j- I� � I <�� IBC -e4 c� ,,• i `' i . � ., .,:,.r \, ,./>✓ 1 • -,.:. ,p. T.�.. l , I '- i : - \ Imo'--- - r. I ' <r I =--. IJ I II I ---- -1 I REMOVE DAMAGED RS TYP. 1. CURB'{TYPP� STRAW WATTLES (11P.) r.- / REMOVE ASPHALT PAVEMENT (TYP:) _---------------------- I r _ - / LIMITS OF DISTURBANCE (TYP.) REMOVE DAMAGED f -VVP ELSTOPS (TYP.} r f:r -- --- ---- --- I \ r r r REMOVE CURB f "--- --��{ P _, 3 FIR Al 1 E;r;CA r /, 10' PINE 18"/PINE. O u 16' PINS 10" PIN .111111Xr "A i I 1 8 CW I ti i 18"PINE O 24" CW x • PROP LINE (TYP.) Is i d d - d _ I - I i I 8 PINE Z 0 .. _-. ... PIN 12 W. 0 !NE 1 1 PINE_ 6 ., , 8 ?:'.C. -: , -... PINE x_�__ _ " 161 M2 (;I SEQUENCE OF CONSTRUCTION 1. HOLD A PRE -CONSTRUCTION MEETING WITH CITY AND OBTAIN REMAINING REQUIRED PERMITS FOR ALL WORK ON -SITE. 2. ALL NECESSARY CONSTRUCTION SIGNAGE MUST BE IN PLACE PRIOR TO START OF CONSTRUCTION. 3. ESTABLISH LIMITS OF DISTURBANCE. 4. INSTALL STRAW WATTLES. 5. SCHEDULE AN EROSION CONTROL INSPECTION WITH THE CITY. 6. REMOVE ASPHALT PAVEMENT AND INSTALL NEW CONCRETE SLAB ON GRADE. 7. REPLACE DAMAGED CONCRETE CURB. 8. RE -STRIPE EXISTING PARKING STALLS. 9. REMOVE ALL TEMPORARY SEDIMENT AND EROSION CONTROL AFTER INSPECTOR HAS DETERMINED THE SITE IS COMPLETELY STABILIZED, WITH PERMANENT STABILIZATION AND/OR LANDSCAPING. PROPERTY LINE ----- LIMITS OF DISTURBANCE STRAW WATTLES Tilesc plans have been reviewed by tier' 4c �`011s Department for conformance with current Cin standards, Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public YVorks utilities, inspector. Date: By: 2-21 -zo 0 ` RECEIVED Mau©gTaK.Y f"l�-coe� MEEnI��, G�i7H ��I.IG WOR-Xs RE0-1`41Re:D, FEB 13 2020 TUKWILA PUBLIC WORKS (NAVIX) 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY BBA LAND SURVEYING, DATED 07/12/2019. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDI1ONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 2. CAUTION - NOTICE TO CONTRACTOR A N AT LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED THE CONTRACTOR IS SPECIFICALLY C U110 ED THAT THE 11 j ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMA11ON IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE U1ILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING U11LI11ES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. ALL TIMES FOR 4. THE CONTRACTOR SHALL BE RESPONSIBLE AT A M PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE R BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. 5. THE IMPLEMENTATION OF THESE TEMPORARY EROSION AND SEDIMENT CONTROL PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. 6. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 7. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEMA11ONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 8. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER T INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES EACH RAINFALL AND MAINTAINED AS NECESSARY0 RE N STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. 9. AT NO 11ME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 10. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 12. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. 13. THIS APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN' MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. 14, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 15. MAXIMUM SLOPES SHALL BE 2:1 HORIZ:VERT FOR FILL SLOPES, AND 2:1 HORIZ:VERT FOR CUT SLOPES. CORRECTION _ 16. ROCKERIES OR OTHER RETAINING FACILITIES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT. LTR#.__4____ 17. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. 18. SLOPE STABILIZATION, CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. 19. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SOCTriAI ORMWAITER. RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIME�i, 12 2020 20. REFER TO PROJECT SPECIFICATIONS FOR SURFACE WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE. 11 PERIIAIT CENTER to] LIVA JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206,324.4800 WVVW JACKSONMAIN.COM SITE I CIVIL 1235 s.e. 6th street t: 425.453.9501 ,ai1e 150 f: 425453.8208 call-, we 98004 -ria il-g- J W ry �N • i11�/1111� t� iwli'iYiiiLi�{G{1ir�l PROJECT NO.: 19074 PROJECT MGR.: JWT DRAWN BY: RJH CHECKED BY: JWT T.E.S.C. PLAN C- 1 .0 JACKSON I MAIN ARCHITECTURE P.S. 0 2019 E V GV wt 67I E( YING) „Ytt, -_ "�a.INE(DY NG' 72 INE (, �-,--- i a PIN " PIN (DYI G)I 12o INE o Pl,o �.. �.F"_ E_ - -- ----- - \, 14"- SD `----- s' 10" PI .� 8 I \ // 7-� - - ---P - -- _ h6PI E - �- - '8 PINE% 8"-PI V� \ -SD 10' PI 1 7 I 6 PI E - - - _ - '( < 14',tRJE - - \' � � g - s IZ t i v NE�r. - ' \ \ \ \ \ \ \ RE -STRIPE PA IN ARCHITECTURAL PLANS {1YP. \ \ , \ to" PINE \ 11 \ \ STALL LINES �TYP. REPLACE DAMAGED EXTRUDED l,. - V A SEE N TE SAWCUI (11P. CONCRETE CURB (TYP.) RE -STRIPE PARKING -___ x x f _I SEE NOTE 2 STALL LINES (TYP.) I t m \ SEE NOTE 1 c RE -STRIPE `PARKING ��\""" t_) \ STALL LINES (TYP.) i 'q;J I: N AP = _CONCRETE P V�EM---(TYI3 � � --------------------- ------------------- ----- I ss ss - -gSP -------------------- p I _. 1 SEE NOTE i ----- - _ I v - HALfi PAVEMEN ATW )- - ;I ..,.,:. ---i- ( ------ ------ \ �� -- s3 - - __ - - -. - - - - - - - - - - - - - - - - - i i -- -- _ - - -- •-`- 4''_ - - -- - - - - moo------l-= --- E}---- -- SS - SS - - - - - _ - -- - - --- L ` ?< -. 1 • - - - wCU'r . - - -- u n ° Pi GN SS - + -->- I�1 � I I t COLUMN (TYP.) SEE STRUCTURAL PLANS V '' ( ()tom) I � ,n � .,, , : •,,� � „�,.�;, 1, + I o A , _;' U A_. _ a )" ...''. —C=-.k _c 1---.'-(._t _..b,_� rp:�. _�� IF. R II I� • — E-STRIPE PARKING s STALL LINES (TYP. SAWCUT (TYP.)) �I E NOTE R II ( lS I I SE 1' ';I,", ,PCVE ASPHALT PAVEMENT PATCH (TYP.) J _ I I / 11 CONCRETE PAVEMENT (TYP) _ � � I OVERHEAD AWNING BOLLARD (TYP.) SEE ARCHITECTURAL PLANS SEE ARCHITECTURAL PLANS / / 4 REPLACE WHEEL / <----------------- - c 2.7 STOPS (TYP.) 10" INI { \\ RE -STRIPE ACCESSIBLE 3- / - PARKING STALLS 4 \ _ `-. ~ REPLACE WHEEL STOPS (TYP / / 6 ' REPLACE DAMAGED EXTRUDED ` RE -STRIPE PARKING / 2t _ J CONCRETE CURB (TYP.) I!I STALL LINES (TYP.) �- / / RE -STRIPE PARKING 1 os PIN SEE NOTE 2 SEE NOTE 1 / / / / STALL LINES (TYP.) 1� SEE NOTE 1 RE -STRIPE PARKING i / / ` / / 6 VERTICAL CURB BREAK o STALL LINES,, l , C-2.1 TYP. I _ (� � � � � (TYP-) NO CURB AT CORNER ( SEE NOTE 1 V 6 FIR I ` w +I if I I'PJNE °6MAP 'f A jr :.. , - E ) r _ �I1 I/ I C. ---- - - :. B CW 10' PINE 18" PIN.. , a P, °�., /. I —-=+--F'f =. -- _._ �,__ 'A _ d 18 PINE ,,:.,.; - -` _ _.. ; ._I- " '. O� , _ _- --. 16" PINE �,.. ,.� 24" CW B., W \ ` \ - i , . '<:: 10 PI -x I_( o' - °8" PINE L_I ;7. - oq CW ., o 2 W _J �. .. I 8" PIN 10" INE ..J a ° _h..-7 i >y �i _ I_PINE tOE_ --- - 6 , (J� (2' PINENE_: 16" Cw ��x x . �x —=-=-- --= 12"xSIN �, : PI 10" PIN --\"---'./I 6 ,.W�%: / .. :� �6 r CW —_x LEGEND PROPERTY LINE - — — — — — — - OVERHEAD AWNING 5 REPLACED CURB C-2.1 BUILDING LINE 3 ADA SYMBOL C-2.1 i 0 ASPHALT PAVING C-2.1 5 CONCRETE PAVING 52.02 ® COLUMN, SEE STRUCTURAL PLANS BOLLARD, SEE ARCHITECTURAL PLANS NOTES 1. REPLACE PARKING STALL STRIPING WITH NEW 4" SOLID WHITE STRIPE, DOUBLE COATED. 2.§C_E�PT �NOTED. RBING THAT IS DAMAGED OR MISSING ONFIRM QUANTITIES AND LOCATIONS AND OWNER PRIOR TO INSTALLATION. SITE AREAS NEW+REPLACED IMPERVIOUS SURFACE: 1,999 SF PERVIOUS SURFACE: 0 SF JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 1206.324.4800 V M.JACKSONMAIN.COM SITE I CIVIL 11235 s.e. 6th street L• 425.453.9501 suite 150 E425453.8208 bellevue, we 98004 w .navixeng.com z O LL w w w U LL ~ x r Uj N OO �/� L.L t 1 J 00 W 000 3. Q i} f W �( O Lo 00 LL ' F • • � T 11,1ro., . , l PAP 11wWo mommuI IIF.%liiil PROJECT NO.: 19074 PROJECT MGR.: JWT DRAWN BY: RJH CHECKED BY: JWT b/�j1?-'qzclU RECEIVED CITY OF I UKVIILA FEB lZ 2020 PtRN]IT CENTER CIVIL SITE PLAN JACKSON I MAIN ARCHITECTURE P.S. 0 2019 GENERAL NOTES (NAVIX) 1. ALL WORK IN THE CITY RIGHT-OF-WAY REQUIRES A RIGHT -OF WAY ACCESS PERMIT. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON EXISTING CONDITIONS SURVEY PREPARED BY BBA LAND SURVEYING, DATED 07/12/2019. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL N01IFY THE OWNER PRIOR TO INSTALLATION OF ANY POR11ON OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR - THE CONTRACTOR IS SPECIFICALLY CAU11ONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS 4. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A PUNCH LIST' PREPARED BY THE CITY OF TUKWILA PUBLIC WORKS INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE PROJECT. 5. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF BELLEVUE PUBLIC WORKS CODE, ENGINEERING STANDARDS MANUAL, AND OTHER REFERENCED MANUALS OR DOCUMENTS. 6. A COPY OF THESE APPROVED PLANS, SPECIFICATIONS, AND DETAILS SHALL BE ON SITE DURING CONSTRUCTION. 7. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE DEVELOPER'S ENGINEER AND THE CITY OF BELLEVUE PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND/OR OMISSIONS IN THESE PLANS. B. THE CONTRACTOR SHALL HAVE ALL UTILITIES VERIFIED ON THE GROUND PRIOR TO ANY CONSTRUCTION. CALL 811 OR 1-800-424-5555 (CALL BEFORE YOU DIG HOTLINE) AT LEAST 48 HOURS IN ADVANCE. CONTACT THE CITY OF BELLEVUE PUBLIC WORKS INSPECTOR TO CONFIRM LOCATIONS OF CITY -OWNED TRAFFIC SIGNALS AND CONTROLS. THE APPLICANT AND APPLICANT'S ENGINEER SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT EXISTS. 9. ANY STRUCTURE AND/OR OBSTRUCTION WHICH REQUIRE REMOVAL OR RELOCATION RELATING TO THIS PROJECT SHALL BE DONE SO AT THE DEVELOPER'S EXPENSE. 10. LOCATIONS OF EXISTING U11LMES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF HIDDEN UTILITIES, ALL VISIBLE ITEMS SHALL BE THE ENGINEER'S RESPONSIBILITY. 11. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN IN THE PLANS OR AS AFFECTED BY CONSTRUCTION. 12. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON STATE LICENSED PROFESSIONAL LAND SURVEYOR. 13. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, AND EXISTING STRUCTURES SHALL BE PROTECTED AS DIRECTED BY THE CITY OF BELLEVUE PUBLIC WORKS INSPECTOR. 14. CERTIFIED RECORD (AS -BUILT) DRAWINGS ARE REQUIRED TO BE SUBMITTED TO THE CITY PRIOR TO PROJECT ACCEPTANCE. CONTRACTOR TO PROVIDE DETAILED FIELD NOTES OF LOCATION AND ELEVATIONS OF ALL INSTALLED UTILITIES TO THE ENGINEERING OF RECORD PRIOR TO FINAL INSPECTION. 15. A NPDES CONSTRUCTION STORMWATER GENERAL PERMIT & COVERAGE MAY BE REQUIRED BY THE DEPARTMENT OF ECOLOGY QUALITY FOR THIS PROJECT. CONTRACTOR TO CONTACT WASHINGTON DOE FOR MORE INFORMATION. PAVEMENT NOTES (NAVIX) 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 2. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECT'S SPECIFICATIONS. 3. FOR PREPARATION OF PAVEMENT SUBGRADE, FILL PLACED WITHIN 12 INCHES OF FINISHED SUBGRADE ELEVATION IN FILL AREAS AND AT LEAST THE UPPER 8 INCHES OF SUBGRADE IN ALL AREAS TO BE PAVED SHOULD BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM MODIFIED PROCTOR DRY DENSITY (ASTM D-1557) AND SHOULD BE NON -YIELDING. FILL PLACED BELOW THIS LEVEL SHOULD BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY. 4. ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 2-03.3(14)D. 5. IF ALTERNATIVE PAVEMENT SECIION WITH A.T.B. IS USED DURING CONSTRUCTION ANY FAILED AREAS THAT SHOW CRACKING UNDER EQUIPMENT SHOULD BE REPAIRED ONCE HEAVY CONSTRUCTION TRAFFIC HAS CEASED AND PRIOR TO PLACEMENT OF FINAL LIFT OF HMA PAVEMENT. 6. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE LATEST EDITION OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 7. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 9-02 OF THE LATEST EDITION OF THE WSDOT STANDARD SPECIFICATIONS. THE MIXTURE SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1,000 POUNDS, AND THE SURFACE COURSE SHOULD BE COMPACTED TO A MINIMUM OF 96% MARSHALL DENSITY (ASTM SPECIFICATION D 1559). B. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH CONCRETE FOR PAVEMENT SEC11ON 5-05 OF THE LATEST EDITION OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4 INCH MAXIMUM SLUMP. 9. CONTRACTOR SHALL PROVIDE A PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. CLASS J" HMA WSDOT 9-03.8(2) PG64-22 ASPHALT BINDER CRUSHED SURFACING BASE COURSE PER WSDOT STD. SPEC. 9-03.9(3) 12" COMPACTED SUBGRADE IN ACCORDANCE WITH GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS FULL -DEPTH ASPHALT NOTES: 1. SEE SITE PLAN FOR TOTAL LAYOUT. SEE GRADING AND DRAINAGE PLAN FOR GRADING DETAILS. 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 3. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS OTHERWISE INDICATED. 4. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO WALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SAWCUT TO PROVIDE CLEAN EDGE AND SEAL JOINT AT SURFACE ASPHALT 2" MIN GRIND AND PAVEMENT 3" (LIGHT DUTY) [EXISTING OVERLAY (DO NOT DISTURB) 6" (HEAVY DUTY) 4" (LIGHT DUTY) APPLY TACK�\ 8" (HEAVY DUTY) COAT PER WSDOT SPECIFICATIONS AGGREGATE BASE- <S.7C:Y (DO NOT DISTURB) SUBGRADE (DO NOT DISTURB) ASPHALT OVERLAY N.T.S. INSTALL VAN ACCESSIBLE SIGN PER REGULATORY STANDARDS (TYP. 4" WIDE DOUBLE COAT WHITE STRIPE AT 45% 36" O.C. 0 PROVIDE INTERN'L SYMBOL (TYP). ON THE SURFACE OF EACH PARKING SPACE FOR THE DISABLED. SYMBOL SHALL HAVE A 3 FT. SQUARE SYMBOL TO BE WHITE, INTERNATIONAL SYMBOL OF ACCESSIBILITY DOUBLE COATED, MINIMUM STENCILED IN BLUE PRINT. STROKE WIDTH TO BE 3". ALIGN WITH EDGE OF PARKING STALL 24" MIN. INTERNATIONAL ACCESSIBLE PARKING SYMBOL 10" EXTRUDED CONCRETE i INSTALL ACCESSIBLE SIGN PER REGULATORY STANDARDS (TYP.) �4" WIDE DOUBLE COAT WHITE STRIPE (TYP.) NOTE: GALVANIZED THE MIN. HEIGHT OF SQUARE TUBE THE BOTTOM OF THE SEE BREAK AWAY 'i LOWEST SIGN SHALL TUBE POST BE 7'-6" SLOPE TOP OF CONCRETE GROUND SURFACE 3 3500 P.S.I. P.C. CONCRETE BASE 0 4,_e. � 12•N w ACCESSIBLE SIGN AND POST 0.5' �-- 2' .►y1 0.5' CONCRETE CURB K iPER DETAIL THIS PAVEMENT SHEET SURFACE f. a. w I- ((- GRADE NOTES: PROVIDE CURB BREAKS WHERE NOTED ON PLAN TO ALLOW STORMWATER RUNOFF TO ACCESS SWALE AREA. VERTICAL i BREAK • 6'-0" 9. 13/16" DIA HOLES z¢ 2-1/2" 4" (2) #3 BARS -I 8" MIN. 10" MAX 3:1 SAND- & CEMENT GROUT 1" DEPTH GROUT (2) #6 BARS 2" CLEARANCE (TYP) PRECAST CONCRETE WHEEL STOP TS APPROVED FEB 2q 202Uif or -ILtrf;"jla REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2020 City of Tukwila BUILDING DIVISION 191 LITA JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 1206.324.4800 WWW.JACKSONMAIN.COM NAVIX SITE I CIVIL 11235 s.e. 6th street b 425.453.9501 suite 150 f: 425A53.8208 bellevue, m 98004 v .navixengmm U � Z O U_ a W I-- W W tU) r W -17 ~ i- W O= (/) I_- N �- OO J >_ 00 W oo Y a) < (� t U c( Q Q > 00 _n 00 � ( li L- T f PROJECT NO.: 19074 PROJECT MISR.: JVVT DRAWN BY: RJH CHECKED BY: JWT SITE DETAILS GF UK -v Crr(jR_A FEB 12 2020 JACKSON I MAIN ARCHITECTURE P.S. 0 2019 03.04 -� __ ss ss ss ss Ss ss cD Z J H4 a< 1n I 0 0Z Z T DEMO SITE PLAN TRUE PROJECT NORTH NORTH 11.02 02 71 ul 02 53 -- 02.53 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\V7 \ \ .09 \ \ \ N o \s Ss ss EXISTING ss \ ss ss ss Q ss — ss ss ss ss ss ss ss \ \ 0258 < \ \ \ E ISLAND - _ \ EXISTING BUILDINGCD \ \ \ SERVICE \ Y \VA m 15,680SF \ \ \ cn \ \ 02.53 _ _ N (� \ \ D � N _-.. 0 03.04 \ _ S 88° 22' 12" E 378.62' N � I SHEET NOTES: 1) lq- KEYNOTES: RECEIVED CITY OF TUKWILA DEC 13 2019 # NOTE I 02.53 REMOVE EXISTING SHIPPING CONTAINER 02.54 REMOVE EXISTING FENCE AND GATE AND REPLACE WITH NEW VINYL COATED CHAINLINK FENCE AND GATE OF SAME SIZE 02.55 EXISTING TRASH ENCLOSURE 02.56 EXISTING FUEL PORT 02.57 EXISTING METAL FLAG POLE 02.58 EXISTING RYDER SIGN TO BE REMOVED AND REPLACED WITH NEW SIGNAGE PER RYDER 02.59 EXISTING SPEED BUMP 02.60 EXISTING EXTERIOR VENT TO BE CLEANED AND PAINTED 02.61 EXISTING COVERED AREA 02.62 U EXISTING WATER MANHOLE 02.71 DEMOLISH ASHPALT FOR CONCRETE APRON, REF. CONCRETE APRON DIMENSIONS ON A2.00 03.04 REMOVE DEFECTIVE CURBS OR CURB RUBBLE AND REPLACE WITH NEW CONCRETE CURBS, TYP. 03.05 REMOVE DEFECTIVE WHEELSTOPS OR WHEELSTOP DEBRE AND REPLACE WITH NEW CONCRETE WHEELSTOPS, TYP. - 10.11 REPLACE EXISTING SIGN AND POST WITH NEW SIGN AND POST THAT READS, "RYDER PARKING ONLY" 10.12 REPLACE EXISTING SIGN AND POST WITH NEW SIGN AND POST THAT READS, "READY LINE" 10.13 REPLACE EXISTING DIRECTIONAL SIGN AND WITH NEW DIRECTIONAL SIGN 11.02 REMOVE EXISTING AIR CONDITIONING UNITS 11.09 EXISTING GAS METER 16.02 ELECTRICAL BOX Q W00 000 _J T— i Q 5 U W W o 00 H F w m UJ wif o0'E rn Vej5-k CO 'LAN R E rn 0 i Jim II IN u I I la PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR SITE DEMOLITION PLAN A u lk It I (3, . 0 JACKSON I MAIN ARCHITECTURE P.S. 02019 A.1 i 1 p - A3.01 tJ EXISTING STORAGE EXISTING RENTAL MANAGER EXISTING STORAGE B.9 C - -- - - 1 1 2 3 4 A3.02 Aa.o, 5 6 7 I I I I I I I I 02.32 02.49 02.46 02.72 0.10 -EXISTING 1 PARTS ROOM 02.03 kIV 02,61 j- - - - -F 02.72 02.01 I I I 02.45 n L 02.32 EXISTING o FLEX ROOM 02.17 J020II 02.0102.03 0201 - f -- 02.03 02.46 ffffff ( 02.44 n r � 02.10 I J' 02.12 02.44 232 2. _ 02.03-- 02.03 02.01 02.03 �� 02.11 02.46 'I' (I 02.01 I I 02.48 .46 I 02.01 02_ 02 50 02.03 -- 02.67 02.14 EXISTING °\ \ EXISTING RENTAL LL 22.77 -----LOBBY �1�02.01 I EXISTING LOCKER - - - ROOMIRR EXISTING RESTROOMS _ EXISTING ELECTRICAL EXISTING SERVICE MANAGER p I - I I a 3.2 A4.01 FLOOR DEMOLITION PLAN - LEVEL 01 -- 1 118"=IW' TRUE PROJECT NORTH NORTH N I EXISTING SHOP 02.41 02.10 02.73 I I A3.02 1 1 A4.01 EXISTING / WASH BAY \ AUXILERY I EXISTING 'I �- WASH BAY AUXILERY � I I \ EXISTING I LUBE ROOM --\ \\ 02.02 e I I I L� 02.47 02.10 EXISTING WASH BAY SHEET NOTES: ------------ A. DEMOLITION SCOPE PER PHASING - REFERENCE PHASING PLANS FOR ADDITIONAL INFORMATION. B. REFER TO CIVIL, STRUCTURAL, AND M.E.P. DRAWINGS FOR ADDITIONAL DEMOLITION NOTES AND INSTRUCTIONS. C. CONTRACTOR SHALL VISIT PROJECT SITE PRIOR TO BIDDING AND START OF DEMOLITION TO FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK, AND FIELD VERIFY EXISTING CONDITIONS. BRING ANY DISCREPANCIES TO ARCHITECT'S ATTENTION FOR WRITTEN RESOLUTION, PRIOR TO BIDDING/STARTING WORK. D. PRIOR TO DEMOLITION ACTIVITIES, CONTRACTOR SHALL SCHEDULE A WALK- THROUGH WITH OWNER AND ARCHITECT FOR REVIEW OF ITEMS TO BE REMOVED. E. PERFORM DEMOLITION WITH CARE. PROTECT ADJACENT CONDITIONS TO REMAIN UNDISTURBED FROM DAMAGE. ANY DAMAGE TO BE REPAIRED TO "LIKE NEW" CONDITION PER GENERAL CONDITIONS. F. OWNER HAS FIRST RIGHT OF SALVAGE TO FIXTURES, EQUIPMENT, AND BUILDING SYSTEM MATERIALS REMOVED DURING DEMOLITION. OWNER TO PROVIDE CONTRACTOR WRITTEN LIST OF ITEMS TO BE SALVAGED AND DELIVERED TO OWNER, TAKE CARE IN REMOVAL AND STORAGE PRIOR TO DISPOSITION. G. CLEAN AND STORE ITEMS REMOVED FOR REINSTALLATION OR RELOCATION. REFER TO ALL DISCIPLINES CONSTRUCTION DOCUMENTS FOR COMPLETE LIST OF ITEMS. SUBMIT TO ARCHITECT FOR CONFIRMATION OF CONFORMANCE, H. NOTIFY OWNER OF INTENT TO START DEMOLITION OR RENOVATION WORK MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO COMMENCEMENT. I. NOTIFY THE OWNER A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO COMMENCEMENT OF UTILITY SHUT -DOWNS. J. PROVIDE TEMPORARY SHORING OR SUPPORT OF MATERIALS AND SYSTEMS TO REMAIN TO MAINTAIN THE STRUCTURAL INTEGRITY AND FUNCTIONAL USE USED DURING OR AFTER DEMOLITION IS COMPLETE. K. DO NOT CUT INTO OR ALTER OPENINGS IN WALLS, FOOTINGS, OR ROOF DECK MATERIALS WITHOUT PROPER SHORING, BRACING, OR SUPPORTS TO MAINTAIN INTEGRITY OF STRUCTURE. CONTRACTOR TO REVIEW MAJOR DEMOLITION SCOPE WITH STRUCTURAL ENGINEER PRIOR TO START OF WORK. L. PROVIDE PERMANENT SUPPORT FOR MATERIALS AND SYSTEMS TO REMAIN. M. REMOVAL OF HAZARDOUS WASTE PRIOR TO DEMOLITION ACTIVITY, BY OWNER UNDER SEPARATE CONTRACT. N. NO KNOWN HAZARDOUS MATERIALS. A COPY OF THE HAZARDOUS MATERIALS REPORT INCLUDED IN SPECIFICATIONS. IMMEDIATELY STOP WORK AND NOTIFY OWNER TO ARRANGE FOR PROPER REMOVAL IF HAZARDOUS MATERIALS SUSPECTED. 0. COORDINATE PHASING OF DEMOLITION WORK WITH HAZARDOUS MATERIALS ABATEMENT. COPY OF HAZARDOUS MATERIALS REPORT INCLUDED INSPECIFICATIONS, P. CUT BACK AND CAP MECHANICAL, PLUMBING, AND ELECTRICAL LINES IN WORK AREA. Q. PATCH PENETRATIONS TO MATCH ADJACENT CONDITIONS. R. IN AREAS OF DEMOLITION WORK REMOVE ALL BUILDING SYSTEMS NOT REUSED, INCLUDING ASSOCIATED MATERIALS AND ACCESSORIES. S. SAW CUT EDGES OF SITE PAVING (ASPHALT OR CONCRETE) TO BE REMOVED. T. DURING EXECUTION OF WORK PROTECT ALL TREES TO REMAIN. U. WHERE NEW FINISHES INSTALLED STRIP OLD FINISHES AND PREPARE SUBSTRATE. V. BUSH HAMMER AND CLEAN CONCRETE SLAB SURFACE PRIOR TO POURING TOPPING SLAB. W. WHERE DOOR OPENINGS ARE FILLED, REMOVE FRAME AND PATCH WALL TO MATCH ADJACENT SURFACES, U.N.O. ALIGN NEW FINISH FACE WITH ADJACENT, U.N.O. X. MAINTAIN FIRE OR ACOUSTICALLY RATED ASSEMBLIES - PATCH AND REPAIR AS NEEDED. Y. LOCATE AND MAINTAIN TEMPORARY, LARGE CAPACITY TYPE A-B-C FIRE EXTINGUISHERS OR TYPE AS REQUIRED BY LOCAL FIRE MARSHAL, FOR DURATION OF CONSTRUCTION. Z. REMOVE DEMOLITION WASTE FROM PROJECT SITE DAILY, AND DISPOSE PER APPLICABLE CODES. AA. SPOT DEMO EXISTING EXTERIOR METAL SIDING FOR ASSEMBLY CONFIRMATION. BB. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING! APPLICATION TO WORK SHOWN ON THIS SHEET. _ RECEIVED CITY OF TUKWILA [/ DEC 13 2019 KEYNOTES: PERMIT CENTER # NOTE 0201. GYP. WALL TO BE REMOVED, TYP. 02.02 GYP. WALL TO BE PARTIALLY REMOVED; COORDINATE WITH FLOOR PLANS 02.03 DOOR TO BE REMOVED 02.10 CLEAN AND PREPARE (IF NECESSARY PER FINISH PLAN) WALLS FOR NEW PAINT 02A 2 REMOVE AND REPAIR DRYWALL THAT HAS BEEN EFFECTED BY MOLD 02.14 REMOVE CARPET AND PREPARE FOR NEW FINISH PER FINISH PLAN 02.17 DEMOLITION PARTIAL EXISTING WALL FOR NEW DOOR 02.32 REMOVE TILE AND PREPARE FOR NEW FINISH PER FINISH PLAN 02.44 REMOVE ALL PLUMBING FIXTURES, COUNTERS, AND RESTROOM STALL PARTITIONS 02.45 REMOVE ALL LOCKERS 02.46 REMOVE VINYL TILE AND PREPARE FOR NEW FINISH PER FINISH PLAN 02.47 CLEAN AND PREPARE CONCRETE FOR NEW FINISH PER FINISH PLAN 02A8 REMOVE ALL UNNECESARY ELECTRICAL SYSTEMS 02.49 EXISTING PLUMBING DRAIN 02.50 REMOVE ALL EXISTING COUNTERTOPS AND CABINETRY 02.63 REMOVE EXISTING TREAD AND RISER SURFACE MATERIAL AND PREPARE FOR NEW RUBBER TREAD AND RISER 02.64 REMOVE EXISTING CONVENTIONAL FIRE ALARM PANEL AND INSTALL NEW ADDRESSIBLE PANEL 02.65 REMOVE EXISTING IRON WINDOW BARS 02.67 REMOVE EXISTING STOREFRONT, CLEAN & PREPARE OPENING FOR NEW STOREFRONT OF SAME SIZE 02.72 DEMOLISH EXISTING WINDOWS, CLEAN & PREPARE OPENING FOR NEW WINDOW OF SAME SIZE 02.73 DO NOT DEMOLISH EXISTING PIPE USED FOR DATA PORT, REPAIR AND RESTORE AS NEED z U) W Wm U) X r u- U) c' w W O'S 0 � H N ry J W 000 J CO Q CO Q c w 0 00 • i' 1193 PEE ARCCHITEHITE CT ATT W E SE STATE CF WASHINCTON PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR 00"""FLOORommomm DEMOLITION PLAN - LEVEL 01 JACKSON I MAIN ARCHITECTURE P.S. 0 2019 A3.01 C D EXISTING RESTROOM 1 3 4 2 0 2 A4.01 I I I I I i I I I I I I I i 02.72 I i ! I EXISTING / � IF OFFICE 02,01 ' y� I ( EXISTING 02.46 / BREAKROOM 0203 02,03 02.46 \ V / 02.0102.01 A / ! � 71��I p / 02.32 0203 02.32 Ji �KN�l / EXISTING R STROOM 02.01 \ / EXISTING I ! 1 EXISTING A SHOP MEZZANINE 02.46 - ELF-0246 CH. ! / EXISTING 246 \ / CONFERENCE ROOM _ 02.03 I 02.43 �I 02.03 - ------------ / / \ I. � Io2.4602.03 I I v I I 02.46 \ EXISTING � STORAGE / \ I OPEN TO \ BELOW \ - 02.14 EXISTING 02.01 ,I -OFFICE EXISTING I��G OPEN OFFICE jl� 02.1-4 / \ IT - ,I / EXISTING / \ ! 0�.03 OFFICE / \ ' 02.01 / I \ EXISTING I OFFICE �� - EXISTING / \ 02.14 J) OFFICE I / oz.o3 Oi14 / I \ EXISTING / \ OFFICE I I A Al 3.2 YFLOOR DEMOLITION PLAN - LEVEL 02 J vs" = r-o° -- TRUE PROJECT NORTH NORTH _I -_ I I I I � A3.02 1 �1 A4.01 5.6 2 A3.01 i SHEET NOTES: A. DEMOLITION SCOPE PER PHASING - REFERENCE PHASING PLANS FOR ADDITIONAL INFORMATION. B. REFER TO CIVIL, STRUCTURAL, AND M.E.P. DRAWINGS FOR ADDITIONAL DEMOLITION NOTES AND INSTRUCTIONS. C. CONTRACTOR SHALL VISIT PROJECT SITE PRIOR TO BIDDING AND START OF DEMOLITION TO FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK, AND FIELD VERIFY EXISTING CONDITIONS. BRING ANY DISCREPANCIES TO ARCHITECT'S ATTENTION FOR WRITTEN RESOLUTION, PRIOR TO BIDDING/STARTING WORK. D. PRIOR TO DEMOLITION ACTIVITIES, CONTRACTOR SHALL SCHEDULE A WALK- THROUGH WITH OWNER AND ARCHITECT FOR REVIEW OF ITEMS TO BE REMOVED. E. PERFORM DEMOLITION WITH CARE. PROTECT ADJACENT CONDITIONS TO REMAIN UNDISTURBED FROM DAMAGE. ANY DAMAGE TO BE REPAIRED TO "LIKE NEW" CONDITION PER GENERAL CONDITIONS. F. OWNER HAS FIRST RIGHT OF SALVAGE TO FIXTURES, EQUIPMENT, AND BUILDING SYSTEM MATERIALS REMOVED DURING DEMOLITION. OWNER TO PROVIDE CONTRACTOR WRITTEN LIST OF ITEMS TO BE SALVAGED AND DELIVERED TO OWNER. TAKE CARE IN REMOVAL AND STORAGE PRIOR TO DISPOSITION. G. CLEAN AND STORE ITEMS REMOVED FOR REINSTALLATION OR RELOCATION. REFER TO ALL DISCIPLINES CONSTRUCTION DOCUMENTS FOR COMPLETE LIST OF ITEMS. SUBMIT TO ARCHITECT FOR CONFIRMATION OF CONFORMANCE, H. NOTIFY OWNER OF INTENT TO START DEMOLITION OR RENOVATION WORK MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO COMMENCEMENT. 1. NOTIFY THE OWNER A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO COMMENCEMENT OF UTILITY SHUT -DOWNS. J. PROVIDE TEMPORARY SHORING OR SUPPORT OF MATERIALS AND SYSTEMS TO REMAIN TO MAINTAIN THE STRUCTURAL INTEGRITY AND FUNCTIONAL USE USED DURING OR AFTER DEMOLITION IS COMPLETE. K. DO NOT CUT INTO OR ALTER OPENINGS IN WALLS, FOOTINGS, OR ROOF DECK MATERIALS WITHOUT PROPER SHORING, BRACING, OR SUPPORTS TO MAINTAIN INTEGRITY OF STRUCTURE. CONTRACTOR TO REVIEW MAJOR DEMOLITION SCOPE WITH STRUCTURAL ENGINEER PRIOR TO START OF WORK. L. PROVIDE PERMANENT SUPPORT FOR MATERIALS AND SYSTEMS TO REMAIN. W REMOVAL OF HAZARDOUS WASTE PRIOR TO DEMOLITION ACTIVITY, BY OWNER UNDER SEPARATE CONTRACT. N. ND KNOWN HAZARDOUS MATERIALS. A COPY OF THE HAZARDOUS MATERIALS REPORT INCLUDED IN SPECIFICATIONS. IMMEDIATELY STOP WORK AND NOTIFY OWNER TO ARRANGE FOR PROPER REMOVAL IF HAZARDOUS MATERIALS SUSPECTED. 0. COORDINATE PHASING OF DEMOLITION WORK WITH HAZARDOUS MATERIALS ABATEMENT. COPY OF HAZARDOUS MATERIALS REPORT INCLUDED INSPECIFICATIONS. P. CUT BACK AND CAP MECHANICAL, PLUMBING, AND ELECTRICAL LINES IN WORK AREA. Q. PATCH PENETRATIONS TO MATCH ADJACENT CONDITIONS. R. IN AREAS OF DEMOLITION WORK REMOVE ALL BUILDING SYSTEMS NOT REUSED, INCLUDING ASSOCIATED MATERIALS AND ACCESSORIES. S. SAW CUT EDGES OF SITE PAVING (ASPHALT OR CONCRETE) TO BE REMOVED. T. DURING EXECUTION OF WORK PROTECT ALL TREES TO REMAIN. U. WHERE NEW FINISHES INSTALLED STRIP OLD FINISHES AND PREPARE SUBSTRATE. V. BUSH HAMMER AND CLEAN CONCRETE SLAB SURFACE PRIOR TO POURING TOPPING SLAB. W. WHERE DOOR OPENINGS ARE FILLED, REMOVE FRAME AND PATCH WALL TO MATCH ADJACENT SURFACES, U N.O. ALIGN NEW FINISH FACE WITH ADJACENT, U.N.O. X. MAINTAIN FIRE OR ACOUSTICALLY RATED ASSEMBLIES - PATCH AND REPAIR AS NEEDED. Y. LOCATE AND MAINTAIN TEMPORARY, LARGE CAPACITY TYPE A-B-C FIRE EXTINGUISHERS OR TYPE AS REQUIRED BY LOCAL FIRE MARSHAL, FOR DURATION OF CONSTRUCTION, Z. REMOVE DEMOLITION WASTE FROM PROJECT SITE DAILY, AND DISPOSE PER APPLICABLE CODES. AA. SPOT DEMO EXISTING EXTERIOR METAL SIDING FOR ASSEMBLY CONFIRMATION. BE. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. KEYNOTES: NO - -- - - -1 - - -- - - L.--NOTE -� 02.01 GYP. WALL TO BE REMOVED, T (P. _ 02.03 _ DOOR TO BE REMOVED 02.14 REMOVE CARPET AND PREPARE FOR NEW FINISH PER FINISH PLAN 02.32 REMOVE TILE AND PREPARE FOR NEW FINISH PER FINISH PLAN_ 02.43 INTERIOR GLASS PARTITION TO BE REMOVED 02.46 REMOVE VINYL TILE AND PREPARE FOR NEW FINISH PER FINISH PLAN 02.63 REMOVE EXISTING TREAD AND RISER SURFACE MATERIAL AND PREPARE FOR NEW RUBBER TREAD AND RISER 02.72 DEMOLISH EXISTING WINDOWS, CLEAN & PREPARE OPENING FOR NEW WINDOW OF SAME SIZE RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER U VJ W wm W r>)�- LL _ v) (- o° W (n N � CT 0 Lt1 CC0 oo Q L0 (� 00 r r ns- RE CHITE E ARCHITECT ATT EWE SE STATE OF bVASHINGTON PROJECT NO.: ns- RE CHITE E ARCHITECT ATT EWE SE STATE OF bVASHINGTON PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR FLOOR DEMOLITION PLAN - LEVEL 02 A0.%j. JACKSON I MAIN ARCHITECTURE P.S. 02019 A.1 EXISTING 2X4 T-11 1/16" AFF EXISTING GWB T-7 7/16" AFF EXISTING GWB T-711/16"AFF — EXISTING 2X4 ACT T-1011/16"AFF - B.9 vC — _— D 001 SHEET NOTES: 1. ALL INFORMATION SHOWN ON THE DRAWINGS IS RELATIVE AND DOES NOT GUARANTEE ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. 2. COMPLY WITH ALL RULES AND REGULATIONS OF THE GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER DEMOLITION WORK. 3. INCLUDE COMPLETE REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS. SALVAGE ITEMS WHERE APPROPRIATE, COORDINATED PICKUP OR STORAGE WITH OWNER, 4. COORDINATE WITH OWNER FOR SHUT-OFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED. 5. PROVIDE DEMOLITION TO THE EXTENT REQUIRED TO ACCOMPLISH NEW CONSTRUCTION. REFER TO ARCHITECTURAL (AND CONSULTANT, IF APPLICABLE) DRAWINGS. 6. PROTECT STRUCTURAL ELEMENTS FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. 7. REMOVE, REPLACE, AND RELOCATE EXISTING ELECTRICAL, MECHANICAL, AND FIRE PROTECTION EQUIPMENT/DEVICES AS REQUIRED FOR NEW CONSTRUCTION. AT LOCATIONS WHERE ELECTRICAL IS TO BE REMOVED, PULL OUT WIRING BACK TO PANEL. REFER TO CONSULTANT DRAWINGS WHEN APPLICABLE. COORDINATE WITH OWNER FOR STORAGE/DISPOSAL OF EXISTING LIGHT FIXTURES NOT TO BE RELOCATED. S. REMOVE EXISTING ELECTRICAL CONDUIT, WIRE EQUIPMENT, AND DATA CABLING WHERE INDICATED BY DRAWINGS OR MADE NECESSARY BY NEW WORK. 9. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS 1 2 3 4 5 6 CONSTRUCTIONAND NEW PRIOR WITH THE WORK. 10. REMOVE EXISTING FINISHES AS REQUIRED FOR NEW BUILD OUT. PREPARE WALLS AS REQUIRED FOR INSTALLATION OF NEW FINISH TREATMENT. SEE ARCHITECTURAL FINISH SCHEDULE. I I I I I I I ■' F--T — — - --- - — — / / VI // \ / I EXISTING GWB \ T-7 11/16" AFF \ / --------- — — — — j \ -- — ------ --- - —-- ---- --------------- EXISTING GWB / \ T-7 11/16" AFF / \ / OPEN TO \ / ABOVE \ / vv / EXISTING GWB / \ 9'-2 3/16" AFF �— EXISTING 2X4 ACT / \ T-10 13/16" AFF / \ \-� E:XISTING 2X4 ACT \ T-107/16"AFF \ scl---------- REFLECTED CEILING DEMOLITION PLAN - LEVEL 01 1 1/8" =1'-0" TRUE PROJECT NORTH NORTH 5.6 fl d N d c ==M KEYNOTES: # NOTE 02.20 REMOVE AND REPLACE ALL CEILING TILES AND GRID .._.. 02.23 REMOVE GYPSUM CEILING RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER U Z to Q w� LW r >— U- _ _� w W O� p F— N ry } WDO 000 J DO L� <m r U W ��-3 LID 00 Y ~ F— w w E I R O O IA CE 8 P O D 22 W. LAI pf T I 11 l N REGISTERS ARCHITECT ATT WE SE STATE OF AASwnCTON PROJECT NO.: 19074 PROJECT MGR.: Designer DRAWN BY: Author CHECKED BY: Checker RCP DEMOLITION PLAN - LEVEL 01 A0.0j JACKSON I MAIN ARCHITECTURE P.S. ID 2019 SHEET (VOTES: 1. ALL INFORMATION SHOWN ON THE DRAWINGS IS RELATIVE AND DOES NOT GUARANTEE ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. 2. COMPLY WITH ALL RULES AND REGULATIONS OF THE GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER DEMOLITION WORK. 3. INCLUDE COMPLETE REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS. SALVAGE ITEMS WHERE APPROPRIATE, COORDINATED PICKUP OR STORAGE WITH OWNER. 4. COORDINATE WITH OWNER FOR SHUT-OFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED. 5. PROVIDE DEMOLITION TO THE EXTENT REQUIRED TO ACCOMPLISH NEW CONSTRUCTION. REFER TO ARCHITECTURAL (AND CONSULTANT, IF APPLICABLE) DRAWINGS. 6. PROTECT STRUCTURAL ELEMENTS FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. 7. REMOVE, REPLACE, AND RELOCATE EXISTING ELECTRICAL, MECHANICAL, AND FIRE PROTECTION EQUIPMENT/DEVICES AS REQUIRED FOR NEW CONSTRUCTION. AT LOCATIONS WHERE ELECTRICAL IS TO BE REMOVED, PULL OUT WIRING BACK TO PANEL. REFER TO CONSULTANT DRAWINGS WHEN APPLICABLE. COORDINATE WITH OWNER FOR STORAGE/DISPOSAL OF EXISTING LIGHT FIXTURES NOT TO BE RELOCATED. 8. REMOVE EXISTING ELECTRICAL CONDUIT, WIRE EQUIPMENT, AND DATA CABLING WHERE INDICATED BY DRAWINGS OR MADE NECESSARY BY NEW WORK. 9. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND NEW CONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK. 10. REMOVE EXISTING FINISHES AS REQUIRED FOR NEW BUILD OUT. PREPARE WALLS AS REQUIRED FOR INSTALLATION OF NEW FINISH TREATMENT. SEE ARCHITECTURAL FINISH SCHEDULE. I I I I I I I A- - I -- - - - - - I --- ----- ---- I-- - - - - - - ------ �- C - - _ --- - --- - -- - .I EXISTING I---- 02.20 - A. I F --Ii — OFFICE _ EXISTING I I �� I( �) BREAKROOM �02.20 EXISTING I RESTROOM u I 02.23 I— — I I EXISTING Hi H RESTROOM 02.66 EXISTING u i — 0220 �J H SHOP MEZZANINE EXISTING CONFERENC ! ' I I � IN I � U ROOM ELEC. MECH. (� ' 02.20 - I1 n 'jsjl I ° -I r �l __ H VAC 02.66s u u 02.20 ! L 1 L _J o2ss W H II 'I > ') 0220 �( —- -- i -- 7---- ------ I) 02.21 I LJ I I I --- EXISTING �{ LI L J STORAGE I) 2269 02s6 I L- 0220-�----------------- EXISTING t I - - - — — n OFFICE n 02.20 PEN-OH`F C ' F _ IHI IHI H .._ r —) _ ' UJ EXISTING 02.66 uu OFFICE I� I• - �- i I � I � EXISTING EXISTING I) ; OFFICE _ ( I -I Y OFFICE �02.20DICZ � �� 02.20 I 02.20 B.9 - 1 �1 C I] � — --- — I ---- — EXISTING — — — — — — -- — — — - OFFICE — — — 1 — ------- ---- — — ---- - -- I 3.2 REFLECTED CEILING DEMOLITION PLAN - LEVEL 02 -- 1 118" = V-0" TRUE PROJECT NORTH NORTH �r KEYNOTES: -------------- -- -- --------- ----------- # j - - ------ NOTE 1 02.20 — REMOVE AND REPLACE ALL CEILING TILES AND GRID 02.21 OPEN TO STRUCTURE, CLEAN AREAS THAT HAVE VISIBLE WATER STAINING OR DIRT/DUST 02,23 REMOVE GYPSUM CEILING 02.66 REMOVE ALL OBSOLETE HVAC UNITS, FANS, AND FIXTURES FROM SHOP 02.69 REMOVE ALL EXISTING DUCTWORK THAT WILL NOT BE USED FOR NEW HVAC SYSTEM RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER U z Lfl 75 >w F >_ L- _ U) �O W O0 �p N N LL It WDo J T— Q 0-) F- F W O _3 C) 0 Y I �— • ') 5 �� a rss RE CHITE E ARCHITECT ATT W E SE STATE OF WASHINCTON PROJECT NO.: 19074 PROJECT MGR.: ML DRAWN BY: CN, AK CHECKED BY: ML RCP DEMOLITION PLAN - LEVEL 02 o A 14 ■ JACKSON I MAIN ARCHITECTURE P.S. ® 2019 N UJ 02.70 w N88022'12"W o� 362-14' j 09.24 109.24 --------- 2 EXISTING , 8 EXISTING ( STALLS t TRUCK STALLS m o � 3 _EXISTING TRUCK STALLS 09.24 - ! - _. - _. _- LIJ 03.03 A I SHEET NOTES: A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT OF WAYS. B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY SURVEY. C. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL LANDSCAPE FEATURES AND ELEMENTS. D. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND UTILITY LOCATIONS. E. EXPANSION JOINTS ARE SHOWN ON SITE PLANS, ALL OTHER LINES WITHIN CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED, REFER TO CIVIL DRAWINGS. F. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 1:20IN THE PRIMARY DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 1:50 PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS. G. CURB TO BE MEDIUM BROOM FINISH, PARALLEL TO GUTTER LINE, UNLESS OTHERWISE NOTED. H. GRIDLINES CORRESPOND WITH BUILDING FLOOR PLAN GRIDLINES. I. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING. J. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK, LANDSCAPING AND CONTEXTUAL SITE INFORMATION. K. REFER TO CIVIL FOR FINISH FLOOR ELEVATIONS (FFE) - THESE CORRESPOND TO ARCHITECTURAL 0'-0" J \ EXISTING SERVICE ISLAND J Q _ ? I- EXISTING BUILDING \ \ \ Y UTILITIES ESM'T - z \\ 15,680 SF a N --=1 X UU \ J Z I - \ U) 1 w- - - - -I 09.25- i _. 09.24 JOINT PARKING ACCESS SM'T I- I 09.24 10 EXISTING TRUCK STALLS 09.24 13 EXISTING TRUCK STALLS I _ I I 09.24 I 2 EXISTING STALLS I - _ w _,. .. _,,._ .. — — — � O - - - - S 88° 22' 12" E I' — 378.62' -. KEYNOTES: SITE PLAN EXTENDED 2 l # f NOTE 02.54 REMOVE EXISTING FENCE AND GATE AND REPLACE WITH NEW VINYL COATED CHAINLINK FENCE AND GATE OF SAME SIZE 02.70 REPAIR OR REPLACE ANY DAMAGE TO EXISTING CHAINLINK FENCE 03.03 NEW CONCRETE APRON 03.04 REMOVE DEFECTIVE CURBS OR CURB RUBBLE AND REPLACE WITH NEW CONCRETE CURBS, TYP. 05.03 NEW METAL AWNING, REFERENCEA4.01 AND STRUCTURAL DRAWINGS 09.24 ............. RE -STRIPE EXISTING PARKING STALLS AND STRIPING 09.25 RE -PAINT EXISTING ACCESSIBLE STALL SYMBOL RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER z Lo LW W � r 'U) LL = vJ 03: W /i N � ITO 0co 0 Y Q } U Lu 3 cY co 0 • n� n c •.� D �s� RE CHITE E ARCHITECT ATT W E SE STATE CF WASHNt TCN PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR SITE PLAN Al OVAW JACKSON I MAIN ARCHITECTURE P.S. 0201. SITE PLAN 1 V = 20'-0" -- TRUE NORTH TRUE PROJECT NORTH NORTH 1 (�)-- A3.01 2 ,�1 T 1 2 3 4 A3.02 A4.01 O t 8'- 0 1 /2" t 30' - 7 1 /2" t 24' - 5" _ t 24' - 11 3/4" I f 25' - 2 3/4" t 25' - 2 1!4" 67' - 5 3/4" I I I I I I I I -* 02.19 02.51 03.03 ) 02.19 09.3 100C WH -- ( 68.03 02.19 F 0-8.03 08.03 CLOSET _ I STAIR 2 os.3o &119A, ( 119 I m I I WASH BAY E PARTS ROOM ! I af �/ AUXILIARY 1 116 I i� 107 '( �YV4I WORK I ��✓✓ STATIONS 8 - 1166 J ,o A5A6 it 11'-3314' Si3 I WASH BAY 4' - 0" 4'119' 09.3o I AUX12 106RY 0 1 - -- _ - Si 4 LUBE ROOM OFFICE 0 1 N I ( LOC171611 OM 104 11 i Si3 10� O 0 1 A5.02 1 i v A5.01 05.05 - -- ------ - - 2 --__-- - 702 - - - - - - - - --------- - - STAI 1 si3 SHOWER SHOP WASH BAY A3.o1 114, 114A o 1 A5.o6 I I I� N 102 100 105 ��-tt5- STORAG 112 I II I 02.68 1 116 93 LIET (I 0 Si3 O 113 �I� 1 _- j OFFICE hu�� i*1 ro 112 si3 12'-81/2" o 1 DRIVER LOUNG N 10 B 1 sA -- �I-- 11 II ( li -- M 111 ,05.05 05.02 1108E Si3 o 1 Si3 Si3 - _M �I i 0 1 1 A5.04 O 1 Si3 v 05.01 A5.05 I 109 0 1 ` E JsWtrctl6oARo ELECTRICAL I I STORAGE 110 05.02 120 RENTAL LOBBY I'F 108 109 Si3 Si3 05A5 09.30 o t o 1 OFFICE a'_1" o2.1s - �_ 1 8A - - 1 - - 110 I 08.03 - - 08.03 - 08.03 - 08.03 20 - 0„ 4 - 5�� 0 j - I I I C N o2.1s 02.19 02.51 13.01 I 03.03 -- ---------- - I- - - - - - --- - --- 18' 24' - 11 314" �' 17' - 2 3/4" A3.02 A4.01 5•6 /1 FLOOR PLAN - LEVEL 01 1/8" =1'-0" -- TRUE PROJECT NORTH NORTH SHEET NOTES: A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. REFER TO G SERIES SHEETS FOR CODE & ACCESSIBILITY STANDARDS. C. REFER TO A8 SERIES FOR SPECIFIC WALL ASSEMBLY INFORMATION D. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. E. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES, F. PROVIDE WALL GUARDS AT ALL EXPOSED GYPSUM BOARD OUTSIDE CORNERS IN PUBLIC AREAS. G. FOR FRAMED WALLS- LOCATE HINGE SIDE OF ALL DOORS 4-1/2" FROM PERPENDICULAR FRAMING U.N.O. H. FOR MASONRY WALLS- LOCATE HINGE SIDE OF DOOR 8" FROM PERPENDICULAR WALL U.N.O. L GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. J. REMOVE UNECCESSARY FURRING WHERE POSSIBLE TO CREATE A FLUSH WALL, I4*41:14,11� KEYNOTES: ---------- NOTE 02.19 CLEAN AND PREPARE BOLLARD FOR "IDEAL SHIELD 1/4" THICK SLEEVE," RED, PART NUMBER: PPH-RD-06-60-S 02.51 EXISTING CONCRETE APRON 02.68 REMOVE ALL OBSOLETE WIRING, AND CLEAN AND ORGINIZE EXISTING WIRING AND NEW WIRING_ 03.03 NEW CONCRETE APRON 05.01 FULL HEIGHT WALL WITH NO CEILING 05.02 _ ALLIGN NEW WALL FINISH WITH EXISTING WALL FINISH 05,05 _ INFILL OLD DOOR WITH SIMILAR WALL TYPE AS EXISTING ADJACENT WALLS, MAKE NEW WALL FLUSH WITH EXISTING 08.03 NEW OVER HEAD DOORS WITH AUTOMATIC OPENERS 09,30 REPAIR AND PATCH DAMAGED INTERIOR FINISH MATERIAL BEFORE PAINTING 13.01 NEW COLUMNS PER STRUCTURAL RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER z W W11- U) r '- V•- Z rn VJ w W O� � 0 N ry ItU- 00 W 00 QCO d) w =1 }0 T00 7%93 REGISTERS ARCHITECT A�ESE STA PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR FLOOR PLAN - LEVEL 01 A2. C)'O JACKSON I MAIN ARCHITECTURE P.S. 0 2019 A3.01 a A �.1 t8'-01/2" � I RESTROOM i 203 II t 30' - 7 1 /2" EMPLOYEE BREAKROOM 5 201 - A5A6— 0 STAIR 114C 114 A3.02 A4.01 ------ t 24' - 5" t 24' - 11 3t4" I- t 25' - 2 3/4" I � I I I j I I 9 51/2" Si3 si3 OFFICE \ i / m 204 4 — RES \ 12.04 O TROOM \ / 204 Ell OFFICE I'; ELEC./MECH. A5C.03 i SHOP 205 zos 206 v ,/ MEZZANINE--, I \ OFFICE 22o7 2os \ // 200 07 r o\ f _ i3 -L 1 -- — OFFICE— o'31 05.05 2os 208 / v FOE, _02 / \ 10'-9" 210 OFFICE / v OFFICE �8--� I / OPEN TO ` �+ 210 M . BELOW Si3 0 1 / \ 09.36 A CONFERENCE / \ ROOM 212 / \ Si3 OA 1 / I I I i 4 A4.01 FLOOR PLAN - LEVEL 02 TRUE PROJECT NORTH NORTH 3.2 m SHEET NOTES: A. REFER TO GO.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. REFER TO G SERIES SHEETS FOR CODE & ACCESSIBILITY STANDARDS. C. REFER TO A8 SERIES FOR SPECIFIC WALL ASSEMBLY INFORMATION D. REFER TO DOOR AND WINDOW MANUFACTURER SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZES. E. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL, HOLD DOWN LOCATIONS, AND BEAM SIZES. F. PROVIDE WALL GUARDS AT ALL EXPOSED GYPSUM BOARD OUTSIDE CORNERS IN PUBLIC AREAS. G. FOR FRAMED WALLS- LOCATE HINGE SIDE OF ALL DOORS 4-1/2" FROM PERPENDICULAR FRAMING U.N.O. H. FOR MASONRY WALLS- LOCATE HINGE SIDE OF DOOR 8" FROM PERPENDICULAR WALL U.N.O. I. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. J. REMOVE UNECCESSARY FURRING WHERE POSSIBLE TO CREATE A FLUSH WALL. LEGEND: KEYNOTES: # NOTE 05.02 ALLIGN NEW WALL FINISH WITH EXISTING WALL FINISH 05.05 INFILL OLD DOOR WITH SIMILAR WALL TYPE AS EXISTING ADJACENT WALLS, MAKE NEW WALL FLUSH WITH EXISTING 09.35 1 1/2" GYPSUM BUMP OUT, CENTERED ON WALL 12.04 -- SHOWER BENCH _ RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER z U)75 Q r � w W n Ise LLI VJ>. LL = 1— w o� W N W It u_ _ I, ••x • _, G E I I i fT 'I �UL 1 t RE E CHITE ARCHITECT ATT WE SE STATE OF WASHINGTON PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR FLOOR PLAN - . LEVEL 02 ■ Ul JACKSON I MAIN ARCHITECTURE P.S. 02019 t A A.1 —STAIR 1 F1 14 ] STORAGE F — I 115 OFFICE_ — I 7 112 RENTAL LOBBY IF 1-081 I OFFICE I F 1-171 I I EQ1 ---------- - — - -- -------- ------------------ --------------- ---- --- - ------------- I nq nq I CLO F ,T _4 F 1-1 _971 F, 1 _ -1 D 3'TRUCTUR,[ OPEN TO kRTS RO� VI EXfSTING GWB___ 9- -/�/15/16" A.F.F. D D F-02-21-1 D D p D EXISTING GWB D LOCKER ROOM GWB EXISTING _01 9' - 315/16" A.F.F. 2x2 A.C.T. 8'-0"A.F.F. SHOWER F1 02 0 1< GWB —F-05-074 rV-4"&F.F. OPEN TO TOLIET OS GWB ABOVE L V-4"A.F.F. EXISTING GWB 113 n 09.0 8'- 3 3/8" A.F.F. 09.04 09.02iJ III v I B.9 . - �z 1/1 1111 1 LILL c D STORAGE—i OFFICE Flog Flo SHOP Fl-00-1 DRIVER LOUNGE F 02.21 1L < URE 0 z Uj 3- 0 A, A A A T 0 3.2 REFLECTED CEILING PLAN - LEVEL 01 TRUE PROJECT NORTH NORTH WASH BAY �__AUXILIARY I F107 F _oq_o 37 WASH BAY AUXILIARY 2 09.03 F106 b LUBE ROOM F1041 — --- ---------- 7 /OPEN TO\ ABOVE WASH BAY\ F1_65j F 09.03 SHEET NOTES: A. ALL CEILINGS ARE AT 8'-0'ABOVE FINISHED FLOOR (A.F.F,) UNLESS NOTED OTHERWISE. B. ELEVATIONS NOTED A.F.F. ARE TAKEN FROM THE FINISHED FLOOR IMMEDIATELY BELOW. C. GENERAL CONTRACTOR DEVELOP COORDINATED LAYOUT OF M.E.P. SYSTEMS CROSSING AREAS NOTED "OPEN TO STRUCTURE". SUBMIT PROPOSED LAYOUT TO ARCHITECT FOR WRITTEN APPROVAL PRIOR TO, FABRICATION AND/OR INSTALLATION OF ANY SYSTEM. D. GROUP CONDUIT AS POSSIBLE AND HOLD TIGHT TO STRUCTURE AT AREAS EXPOSED TO VIEW. SUBMIT PROPOSED LAYOUT TO ARCHITECT FOR WRITTEN APPROVAL PRIOR TO FABRICATION OR INSTALLATION OF ANY SYSTEM. E. PAINT ALL UNFINISHED ITEMS EXPOSED TO VIEW PER FINISH SCHEDULE, UNLESS NOTED OTHERWISE- ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES FOR ALL FINISHED ITEMS. F. CONTRACTOR RESPONSIBLE FOR ALL NECESSARY ABOVE -CEILING ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION IN COMPLIANCE WITH LOCAL, STATE & FEDERAL BUILDING CODES INCLUDING BUT NOT LIMITED TO HANGER BARS, TRANSFORMERS, AND UNIT HEATERS- G. TAPE, FLOAT, AND PRIME ALL GYPSUM BOARD SURFACES TO FINISH LEVEL 3 (LEVEL 4 WHERE PAINTING). FINISH SHALL MATCH ADJACENT SURFACES OR AS INDICATED ON FINISH SCHEDULE, CONFIRM COLORS & EXTENT OF APPLICATION W/ ARCHITECT PRIOR TO PAINTING. H. SOFFITS DIMENSIONED FROM FACE OF FINISH TO FACE OF FINISH U.N.O. LIGHTING DIMENSIONED FROM CENTER LINE TO CENTER LINE U.N.O. I. SEAL ALL GAPS, SEAMS, AND PENETRATIONS THROUGHOUT CEILINGS AT FIRE OR SOUND RATED ASSEMBLIES WITH APPROPRIATE RATED SEALANTS. AT NON -RATED ASSEMBLIES, SEAL ALL GAPS, CRACKS, AND PENETRATIONS SEALANT APPROPRIATE TO ASSEMBLY TYPE, LOCATION, AND VISIBILITY J. CONCEAL ALL LIGHTING CONDUITS, VERIFY DIMENSIONS BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE WORK K. LAY CEILING GRID OUT FROM CENTER POINT OF ROOM, UNLESS NOTED OTHERWISE. WHERE MAJORITY OF EDGE IS LESS THAN 1/2 TILE, SHIFT GRID 1/2 TILE TO REDUCE TILE WASTE. L. CEILING GRIDS SHALL BE SEISMICALLY RESTRAINED - REFERENCE DETAILS FOR MORE INFORMATION M. ALL LIGHT FIXTURES SHALL BE IC -RATED (INSULATION CONTACT), UNLESS OTHERWISE REQUIRED BY BUILDING CODE, AND SHALL MAINTAIN REQUIRED FIRE RATING OF WALUFLOORICEILING ASSEMBLY WHERE IT IS INSTALLED. N. ALL LIGHTING, MEP FIXTURES, AND CEILING ACCESSORIES ON RCP'S FOR DIMENSIONAL PURPOSES ONLY. FIXTURE TYPES SHALL BE DICTATED BY M.E.P. DRAWINGS, UNLESS NOTED OTHERWISE NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 0. LIGHTING FIXTURES NOT THE FULL SIZE OF A CEILING PANEL SHALL BE CENTERED IN INDICATED PANEL. R EGRESS LIGHTING SHALL BE BY CONTRACTOR - REFER TO ELECTRICAL DRAWINGS. Q. PROVIDE LENSES AT RECESSED FIXTURES WHERE REQUIRED BY CODE. R. CENTER LIGHT FIXTURES WITHIN ROOM, CORRIDOR, AND/OR SOFFIT, UNLESS; NOTED OTHERWISE. PROVIDED DIMENSIONS FROM FINISH FACE TO CENTERLINE OF FIXTURE, U.N.O. S. VERIFY W/ LOCAL FIRE MARSHALS APPROVAL OF ALL EXIT SIGNAGE LOCATIONS PRIOR TO ORDER OR INSTALLCONFIRM APPROVAL WITH ARCHITECT. T. REF. MECHANICAL DRAWINGS FOR ALL HVAC LOCATIONS. U. LOCATE CEILING ACCESS PANELS AS SHOWN ON ARCHITECTURAL DRAWINGS, COORDINATE WITH MEP CONTRACTOR. V. UNLESS NOTED OTHERWISE PROJECTOR MOUNTS SHALL BE LOCATED BETWEEN 10'-0"AND 13'-0" FROM THE WALL THEY ARE PROJECTING ONTO. W. GENERAL NOTES ON THIS PAGE DO NOT EXCLUED NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. LEGEND: 0 SURFACE DOWNLIGHT RECESSED DOWNLIGHT PENDANT MOUNTED FIXTURE CHANDELIER LINEAR STRIP LIGHTING FIXTURE -G� TRACK LIGHTING SURFACE MOUNTED LINEAR FIXTURE PENDANT MOUNTED LINEAR FIXTURE RECESSED LINEAR FIXTURE WALL MOUNTED LINEAR FIXTURE WALL MOUNTED FIXTURE WALL PACK RECESSED EMERGENCY EGRESS FIXTURE RECESSED FIXTURE SPLIT BETWEEN NORMAL & EMERGENCY EGRESS RECESSED FIXTURE WITH INTEGRAL EMERGENCY BATTERY BACKUP LINEAR EMERGENCY EGRESS FIXTURE LINEAR FIXTURE SPLIT BETWEEN NORMAL & EMERGENCY EGRESS LINEAR FIXTURE WITH INTEGRAL EMERGENCY BATTERY BACKUP 0 DOWNLIGHT EMERGENCY EGRESS FIXTURE (a DOWNLIGHT FIXTURE SPLIT BETWEEN NORMAL & EMERGENCY EGRESS DOWNLIGHT FIXTURE WITH INTEGRAL EMERGENCY BATTERY BACKUP EMERGENCY EGRESS BATTERY PACK WITH DUAL HEADS COMBINATION EXIT LIGHT WITH EMERGENCY EGRESS HEADS RECEIVED CITY OF TUKWIL, DEC 13 2019 --------------- KEYNOTES: PERMIT CENTER NOTE 02.21 OPEN TO STRUCTURE, CLEAN AREAS THAT HAVE VISIBLE WATERSTAINING OR DIRT/DUST 05.04 FULL HEIGHT WALL 09.02 NIHWACT AND GRID 0-WO-3 EXISTING CEILING TO REMAIN -NEW 09.04 GWB. PAINT FINISH � i 9- Q343 W z LU U.1 gR M EEG 'I—iltV ERE f Ptolicz OR All PS PR F T�2 6 ZOO ' � 0 1 ukwila .1 7793 REGISTERE ARCHITEOT ATT W W E SE "'N 3T. STATE WAS"" GTON PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR REFLECTEDmmmm CEILING PLAN - LEVEL 01 z , i u JACKSON I MAIN ARCHITECTURE P.S. 02019 A.1 I STAIR 1_ 114 OFFICE 209 OFFICE 211 FLEX SPACE B.9 2S1 C — — D T. '.F EMPLOYEE IREAKROOF 201 2x2 A.C.T. f 8 -0"A. F.F. OFFICE 202 T-a' A�F.F. RESTROOM U 204 - 09.23 - O o221 OPEN TO STRUCTURE ---- ELECJMECH. 09.02 � 206 I - - - ----OFFICE — - 208 _OFFICE 210 ,11, 1 CONFERENCE ROOM °. T. 212 F. i I I � I REFLECTED CEILING PLAN - LEVEL 02 -- 7 118" = T-o„ TRUE PROJECT NORTH NORTH 3.2 W OPEN TO STRUCTURE — oz.21 J SHEET NOTES: A. ALL CEILINGS ARE AT 8'-O" ABOVE FINISHED FLOOR (A.F.F.) UNLESS NOTED OTHERWISE. B. ELEVATIONS NOTED A.F.F. ARE TAKEN FROM THE FINISHED FLOOR IMMEDIATELY BELOW. C. GENERAL CONTRACTOR DEVELOP COORDINATED LAYOUT OF M.E.P. SYSTEMS CROSSING AREAS NOTED "OPEN TO STRUCTURE". SUBMIT PROPOSED LAYOUT TO ARCHITECT FOR WRITTEN APPROVAL PRIOR TO, FABRICATION AND/OR INSTALLATION OF ANY SYSTEM. D. GROUP CONDUIT AS POSSIBLE AND HOLD TIGHT TO STRUCTURE AT AREAS EXPOSED TO VIEW. SUBMIT PROPOSED LAYOUT TO ARCHITECT FOR WRITTEN APPROVAL PRIOR TO FABRICATION OR INSTALLATION OF ANY SYSTEM. E. PAINT ALL UNFINISHED ITEMS EXPOSED TO VIEW PER FINISH SCHEDULE, UNLESS NOTED OTHERWISE. ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES FOR ALL FINISHED ITEMS. F. CONTRACTOR RESPONSIBLE FOR ALL NECESSARY ABOVE -CEILING ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION IN COMPLIANCE WITH LOCAL, STATE & FEDERAL BUILDING CODES INCLUDING BUT NOT LIMITED TO HANGER BARS, TRANSFORMERS, AND UNIT HEATERS. G. TAPE, FLOAT, AND PRIME ALL GYPSUM BOARD SURFACES TO FINISH LEVEL 3 (LEVEL 4 WHERE PAINTING). FINISH SHALL MATCH ADJACENT SURFACES OR AS INDICATED ON FINISH SCHEDULE. CONFIRM COLORS & EXTENT OF APPLICATION W/ ARCHITECT PRIOR TO PAINTING. H. SOFFITS DIMENSIONED FROM FACE OF FINISH TO FACE OF FINISH U.N.O. LIGHTING DIMENSIONED FROM CENTER LINE TO CENTER LINE U.N.O. 1. SEAL ALL GAPS, SEAMS, AND PENETRATIONS THROUGHOUT CEILINGS AT FIRE OR SOUND RATED ASSEMBLIES WITH APPROPRIATE RATED SEALANTS. AT NON -RATED ASSEMBLIES, SEAL ALL GAPS, CRACKS, AND PENETRATIONS SEALANT APPROPRIATE TO ASSEMBLY TYPE, LOCATION, AND VISIBILITY J. CONCEAL ALL LIGHTING CONDUITS, VERIFY DIMENSIONS BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE WORK K. LAY CEILING GRID OUT FROM CENTER POINT OF ROOM, UNLESS NOTED OTHERWISE. WHERE MAJORITY OF EDGE IS LESS THAN 1/2 TILE, SHIFT GRID 1/2 TILE TO REDUCE TILE WASTE. L. CEILING GRIDS SHALL BE SEISMICALLY RESTRAINED - REFERENCE DETAILS FOR MORE INFORMATION M. ALL LIGHT FIXTURES SHALL BE IC -RATED (INSULATION CONTACT), UNLESS OTHERWISE REQUIRED BY BUILDING CODE, AND SHALL MAINTAIN REQUIRED FIRE RATING OF WALL/FLOOR/CEILING ASSEMBLY WHERE IT IS INSTALLED. N. ALL LIGHTING, MEP FIXTURES, AND CEILING ACCESSORIES ON RCP'S FOR DIMENSIONAL PURPOSES ONLY. FIXTURE TYPES SHALL BE DICTATED BY M.E.P. DRAWINGS, UNLESS NOTED OTHERWISE NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 0. LIGHTING FIXTURES NOT THE FULL SIZE OF A CEILING PANEL SHALL BE CENTERED IN INDICATED PANEL. P. EGRESS LIGHTING SHALL BE BY CONTRACTOR - REFER TO ELECTRICAL DRAWINGS. Q. PROVIDE LENSES AT RECESSED FIXTURES WHERE REQUIRED BY CODE. R. CENTER LIGHT FIXTURES WITHIN ROOM, CORRIDOR, AND/OR SOFFIT, UNLESS NOTED OTHERWISE. PROVIDED DIMENSIONS FROM FINISH FACE TO CENTERLINE OF FIXTURE, U.N.O. S. VERIFY W/ LOCAL FIRE MARSHALS APPROVAL OF ALL EXIT SIGNAGE LOCATIONS PRIOR TO ORDER OR INSTALLCONFIRM APPROVAL WITH ARCHITECT. T. REF. MECHANICAL DRAWINGS FOR ALL HVAC LOCATIONS. U. LOCATE CEILING ACCESS PANELS AS SHOWN ON ARCHITECTURAL DRAWINGS, COORDINATE WITH MEP CONTRACTOR. V. UNLESS NOTED OTHERWISE PROJECTOR MOUNTS SHALL BE LOCATED BETWEEN 10'-0" AND 13'-O" FROM THE WALL THEY ARE PROJECTING ONTO. W. GENERAL NOTES ON THIS PAGE DO NOT EXCLUED NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. KEYNOTES: # NOTE 02.21 OPEN TO STRUCTURE, CLEAN AREAS THAT HAVE VISIBLE WATER STAINING OR DIRT/DUST 05.04 FULL HEIGHT WALL 09.02 NEW ACT AND GRID 09.04 NEW GWB. PAINT FINISH 09.23 REPAIR DAMAGED GWB. CEILING AND PAINT RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER Lm r- 73 to �- W W� tt�^ LL = VJ w W O� � CV ~ n/ It0 Z =1 W Do Q o0 F Fj S W �J c Y 7793 REGISTERS ARCHITECT ATT W E SE STATE OF WASHINGTON PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR REFLECTED CEILING PLAN - LEVEL 02 N N s JACKSON I MAIN ARCHITECTURE P.S. 0 2019 1 � - A3.01 B.9 C -- D LEGEND: -------------- FLOOR FINISH: FL-01 CARPETTILE MANUFACTURER: BIGELOW COMMERCIAL STYLE: COMMERCIAL MODULAR COLOR: 7989-PERSONALIZE NOTE: INSTALLED IN QUARTER TURN PATTERN FL-02 VINYL COMPOSITION TILE MANUFACTURER:ARMSTRONG STYLE: IMPERIAL COLOR: 51915 NOTE: INSTALLED ON STAIR LANDING ONLY 1 2 3 4 A3.02 A4.01 5 6 7 FL-03 CERAMIC FLOOR TILE MANUFACTURER: CROSSVILLE STYLE: CROSS COLORS COLOR: A850 GRAPHITE SIZE: 12" X 12" I FL-04 EPDXY &URETHANE TOP COAT SELF -LEVELING FLOOR W/ QUARTZ AGGREGATE MANUFACTURER: DUR-A-FLEX STYLE: POLYCRETE SLB I COLOR: SLATE GREY I CONTACT: BRYCEN RIBORDY - PROJECT MANAGER QUESTMARK 5 FLOORING C -� FL -ET EXISTING - CERAMIC TILE MANUFACTURER: EXISTING I 4 3.2 A4.01 FLOOR FINISH PLAN -LEVEL 01 1 118" = T-0" TRUE PROJECT NORTH NORTH FL-EP EXISTING - PLYWOOD FLOOR MANUFACTURER: EXISTING FL -EC EXISTING -CONCRETE - MANUFACTURER: EXISTING SEE B-01 RUBBER BASE SCHEDULE MANUFACTURER:JOHNSONITE COLOR: 40-BLACK SIZE: 4" SEE B-02 TILE BASE SCHEDULE MANUFACTURER:CROSSVILLE STYLE: CROSS COLORS COLOR: A850 GRAPHITE SIZE: 6" 2 NOTE: INSTALL WITH SCHLUTER DILEX-AHK AT FLOOR WALL TRANSITION A3.01 ------- T-03 TRANSITION STRIP TYPE: METAL SCHLUTER STRIP MANUFACTURER: SCHLUTER SYSTEMS, INC. STYLE: SCHIENE AE45 COLOR: ANODIZED ALUMINUM LOCATION: INSTALL AT CARPET TO TILE TRANSITIONS, TYP. NOTE: GC TO PROVIDE ALT. FOR APPROVAL - --- - --- - T-04 TRANSITION STRIP TYPE: METAL SCHLUTER STRIP MANUFACTURER: SCHLUTER SYSTEMS, INC. STYLE: RENO - U AEU35 COLOR: ANODIZED ALUMINUM LOCATION: INSTALL AT CONCRETE TO TILE TRANSITIONS, TYP NOTE: GC TO PROVIDE ALT. FOR APPROVAL i I I I A3.02 A4.01 5.6 KEYNOTES: it NOTE 09.06 1 ALLIGN TILE WITH CORNER 09.26 PROVIDE RUBBER TREADS,�RISERS,AND�STAIR 09.34 PROVIDE FL-02 VINYL COMPANDINGS RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER y3 u Lo W Wm X %^ r V J� LL r) =ry r O W 0 S 0 N W i- 0ry W00 000 J r J 00 Q O) U) w 05 7793 REGISTERE ARCHITECT ATT WE SE STATE OF WASHINGTON PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR FLOOR FINISH PLAN - LEVEL 01 Noe"' " 2 0 ■ iCKSON I MAIN ARCHITECTURE P.S. 02019 LEGEND: FLOOR FINISH: FL-01 CARPETTILE MANUFACTURER: BIGELOW COMMERCIAL STYLE: COMMERCIAL MODULAR COLOR: 7989-PERSONALIZE NOTE: INSTALLED IN QUARTER TURN PATTERN FL-02 VINYL COMPOSITION TILE MANUFACTURER:ARMSTRONG STYLE: IMPERIAL COLOR: 51915 NOTE: INSTALLED ON STAIR LANDING ONLY FL-03 CERAMIC FLOOR TILE 1 2 3 O A3A2 A4.01 \ " I STYLE: SVILIE CROSS COLORS COLOR: A850 GRAPHITE SIZE: 12" X 12" FL-04 EPDXY & URETHANE TOP COAT SELF -LEVELING FLOOR W/ QUARTZ AGGREGATE MANUFACTURER: DUR-A-FLEX STYLE:POLYCRETE SLB COLOR: SLATE GREY CONTACT: BRYCEN RIBORDY- PROJECT MANAGER I QUESTMARK C:602-6977FLOORING 635 FL -ET EXISTING - CERAMIC TILE MANUFACTURER: EXISTING FL-EP EXISTING - PLYWOOD FLOOR MANUFACTURER: EXISTING FL -EC EXISTING - CONCRETE MANUFACTURER: EXISTING r rtY� ;' SEE B-01 RUBBER BASE I SCHEDULE MANUFACTURER: JOHNSONITE I COLOR: 40-BLACK SIZE: 4" - ELEC./MECH. 206 ( SHOP MEZZANINE SEE B-02 TILE BASE 200 SCHEDULE I STYLE: CROSS COLORS STYLE:MANUFACTURER: COLORS ( COLOR: A850 GRAPHITE NOTE6INSTALL WITH SCHLUTER DILEX-AHK AT A3.01 B _ - 1";111a, - — — --- �— -- — ---- — - ---------------- —_ — ------- - -- — — — — 2 A3.01 FLOOR WALL TRANSITION - 09A6 I T-03 TRANSITION STRIP I TYPE: METAL SCHLUTER STRIP _ _ MANUFACTURER: SCHLUTER SYSTEMS, INC. _ _ STYLE: SCHIENE AE45 II� IIIIIIIII II I COLOR: ANODIZED ALUMINUM IL I Ill j LOCATION: INSTALL AT CARPET TO TILE TRANSITIONS, TYP. - NOTE: GC TO PROVIDE ALT. FOR APPROVAL T-04 TRANSITION STRIP TYPE: METAL SCHLUTER STRIP 09.26 I III II T I I' MANUFACTURER: SCHLUTER SYSTEMS, INC. COLOR ANODIZED AALUMINUM 09.34 LOCATION: INSTALL AT CONCRETE TO TILE TRANSITIONS, TYP NOTE: GC TO PROVIDE ALT. FOR APPROVAL 3.9 I I I- --------- 4 A4.01 FLOOR FINISH PLAN -LEVEL 02 vs^ = r-0° TRUE PROJECT NORTH NORTH I I I 3.2 A3.02 A4.01 5 g KEYNOTES: # NOTE 09.06 JALLIGN TILE WITH CORNER OF WALL 09.26 PROVIDE RUBBER TREADS, RISERS, AND STINGERS 09.34 PROVIDE FL-02 VINYL COMPOSITION TILE ON STAIR LANDINGS RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER U z U) ¢� W Wm r U- _ U) (y o w CV ry F— A/ 'qT O W00 000 Q OD 1— U) (y w Q O Ln00 Y Mi 7793 RE CHITE E ARCHITECT ATT W E SE STATE OF WA5HINGTON PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR FLOOR FINISH PLAN - LEVEL 02 �rq o3�3 A2.21 JACKSON I MAIN ARCHITECTURE P.S. 02019 A- --- ----------- A. - - 1 -� I 1 A3.01 (�� STAIR 1 114 09.( STORAGE 115 B.9 �........ .... _- - - C OFFICE 117 I i,i oo OFFICE = i o 112 'I J I eT-0 I I LEGEND: WALL FINISH: - - - - - - - - PT-01 PAINT MANUFACTURER: SHERWIN WILLIAMS STYLE: B31 W400 PROMAR INTERIOR LATEX EGGSHELL COLOR: SILVER STRAND (SW-7057) NOTE: PROVIDE TWO COATS OVER ONE COAT B28W400 PREP -RITE 400 INTERIOR LATEX PRIMER (NO COLOR) - - - - - PT-02 PAINT MANUFACTURER: SHERWIN WILLIAMS STYLE: WATER -BASED CATALYZED EPDXY (EGGSHELL) COLOR: SILVER STRAND (SW-7057) NOTE: PROVIDE TWO COATS OVER ONE COAT PREP -RITE 400 INTERIOR LATEX PRIMER 3 A3.OU2 A4.01 5 6 l-----•- PT-03 PAINT MANUFACTURER: SHERWIN WILLIAMS STYLE: MACROPDXY 646 B58W610 COLOR: ARGOS (SW-7065) NOTE: PROVIDE TWO COATS OVER ONE COAT B42 KEN CATI-COAT FILLER/SEALER FLAT I I ( I I I I --------- PT-04 PAINT MANUFACTURER: SHERWIN WILLIAMS STYLE: METALLIC DTM ALKYD CLOSET COLOR: SEMI -GLOSS NOTE: PROVIDE TWO COATS OVER ONE COAT SHERWIN 118 09.08 WILLIAMS PRIMER APPROPRIATE TO MATERIAL. - I- *PROVIDE SHERWIN WILLIAMS CITYSCAPE (SW-7067)O' _ _ FROM O'-A.F.F.T09'-0"A.F.F. L *PROVIDE SHERWIN WILLIAMS HEARTHROB (SW6866) FROM 9,_0„A.F.F. T010'-4"A.F.F. ------- STAIR 2 I 444 *PROVIDE SHERWIN WILLIAMS ARGOS (SW-7065) FROM 119 09.31 09.31 I PT-03> I� 10'-4" TO UNDERSIDE OF DECK �' --- _J ^\ PT -OS PAINT MANUFACTURER: SHERWIN WILLIAMS 09:08 PT-01> , PT-01> I STYLE: B54Z INDUSTR, ENAMEL GLOSS \/ I I WASH BAY II COOK: BLACK � I - I \ AUXILIARY 1 NOTE: PROVIDE TWO COATS OVER ONE COAT 650WZ30 PARTS ROOM <PT oi> GALVITE HS 116 U �) 107 t:) ° Ej��ALIXILIARY - -PT-06 PAINT MANU09.08 STYEF SEMI-GOSSERWIN WILLIAMS `/� ICOLOR: STEELY GRAY (SW7664) WASH BAY _________�, J.106NOTE: TOVIDEONECOATPOATSI LUSTRIALE ACRYLIC r- 2 PRIMER TOP COAT AS TWO COATS INDUSTRIAL ENAMEL ALKYD 6 LOSS @WASH BAY. PROVIDE TWO COATS MACROPDXY 646 DIRECT TO STEEL I I ----- -- ----- - LOBE ROOM i1--------- PT-07 PAINT I , 09.33 LOCKER ROOM MANUFACTURER: SHERWIN WILLIAMS II STYLE: 631W400 PROMAR INTERIOR LATEX EGGSHELL101 4 1 4>PT0> COLOR: CITYSCAPE (SW-7067) CT-01> <C NOTE: PROVIDE TWO COATS OVER ONE COAT B28W400 I i i I PREP -RITE 400 INTERIOR LATEX PRIMER (NO COLOR) I ( I j 20-- - A.SHOWER WASH BAY PT-011O2 HB105 ----_- PT-08 PAINT o�I 0MANUF ACTURER: SHERWIN WILLIAMS CT-01> I I II STYLE: B31W400 PROMAR INTERIOR LATEX EGGSHELL 09.33 I 'PT I III I COLOR: GYPSY RED (SW-6865) -04> 09.08 TOLIET� I � NOTE: PROVIDE TWO COATS OVER ONE COAT 628W400 113 ❑ I � (I III PREP -RITE 400 INTERIOR LATEX PRIMER (NO COLOR) �i I PT-01� I , I 'j PT-01> I RENTAL LOBBY STORAGE I - 1-0 8-11 1 99 I I DRIVER LOUNGE I i PT-01> n KL" r ' ' O OFFICE .PT> =07, ELECTRICAL 120 - - -- - - -- - I - - - - - -) - - - - - ----- --- -- D I � I I I 1 1 A4.01 4 3.2 'A3.02 A4.01 � WALL FINISH PLAN - LEVEL 01 TRUE PROJECT NORTH NORTH C 7 CT-01 CERAMIC WALL TILE MANUFACTURER:CROSSVILLE I' STYLE: CROSS COLORS TEXTURE: POLISHED (PO) COLOR: A850 GRAPHITE SIZE: 8" X 8" II GROUT: "DARK GREY" SEALED PER MFG'S RECOMMENDATIONS I! NOTE: 2 �', ----- CT-02 CERAMIC WALL TILE MANUFACTUREIi STYLE:TBD TEXTURE:GLOSSY COLOR: MATCH PT-08 (GYPSY RED) II SIZE: 3" X 8" ;I GROUT: "DARK GREY" SEALED PER MFG'S RECOMMENTATIONS - - - EX-01 EXISTING CONDITION MANUFACTURER: EXISTING I GENERAL FINISH NOTES: i / / _ 02�? _ - 1. GC TO SUBMITTHREE SAMPLES OF EACH FINISH FOR FINAL APPROVAL. 2. CERAMIC TILE WAINSCOT TO 6-0" WITH GYPSUM BOARD ABOVE TO CEILING. SCHLUTER TRANSITION AT TOP OF TILE WAINSCOT. PROVIDE WILL TILE WALLS AT SHOWERS. GYPSUM BOARD TO BE PAINTED PT-02. 3. ALL GALVANIZED DUCTWORK SHALL REMAIN UNFINISHED, NO PAINT REQUIRED. 4. ALL NATURAL GAS PIPING SHALL REMAIN UNFINISHED, NO PAINT REQUIRED. 5. ALL COMPRESSED AIR PIPING SHALL REMAIN UNFINISHED, NO PAINT REQUIRED. 6. ALL ELECTRICAL CONDUIT SHALL REMAIN UNFINISHED, NO PAINT REQUIRED. 7. PAINT ALL EXPOSDED SURFACES OF METAL COLUMNS, GUARDS, LADDERS, HANDRAILS, AND OTHER MICELLANEOUS METAL ITEMS. 8. SEE WALL FINISH PLANS FOR ACCENT WALL LOCATIONS. 9. FL-04 AND FL-05 SHALL BE INSTALLED AFTER COMPLETION OF ALL OVERHEAD WORK AND SHALL BE CONTINUOUS (ENTIRELY BELOW ALL FLOOR MOUNTED ITEMS AND EQUIPEMENT). 10. PAINT STRUCTURE TO MATCH ADJACENT FINISH, RECEIVED CITY OF TUKWILA-_ KEYNOTES: DEC 13 2019 # NOTE E-RM1T-CEWTER-� 09.08 1 1/2" X 1 1/2" STEEL CORNER GUARDS, TYP 09.31 PAINT STRUCTURE TO MATCH ADJACENT FINISH 09.33 PROVIDE SCHLUTER RONDEC AT ALL OUTSIDE CORNERS OF WALL TILE TRANSITION 10.07 RYDER ACRYLIC LOGO CENTERED ON WALL, VERIFY SIZE AND LOCATION WITH ARCHITECT AND OWNER BEFORE INSTALLATION z rn W cfl ~ U) w ILL. = w O3: ~ N 0 ry � J W 00 J oo Q � F-- U) W �: J QO 00 (y 7793 REGISTERS ARCHITECT ATT W E SE STATE OF WASHINOTON PROJECT 1 19074 PROJECT MGR.: Designer DRAWN BY: Author CHECKED BY: Checker WALL FINISH PLAN - LEVEL 01 A2.01 JACKSON I MAIN ARCHITECTURE P.S. ® 2019 N -- - ------- XTeTml WALL FINISH: -------- PT-01 PAINT MANUFACTURER: SHERWIN WILLIAMS STYLE: B31W400 PROMAR INTERIOR LATEX EGGSHELL COLOR: SILVER STRAND (SW-7057) NOTE: PROVIDE TWO COATS OVER ONE COAT 3280400 PREP -RITE 400 INTERIOR LATEX PRIMER (NO COLOR) PT-02 PAINT MANUFACTURER: SHERWIN WILLIAMS STYLE: WATER -BASED CATALYZED EPDXY (EGGSHELL) COLOR: SILVER STRAND (SW-7057) NOTE: PROVIDE TWO COATS OVER ONE COAT PREP -RITE E 400 INTERIOR LATEX PRIMER A 2 1��A_302O 7------- A4.01 PT-03 PAINT MANUFACTURER: SHERWIN WILLIAMS STYLE: MACROPDXY 646 B58W61 0 COLOR: ARGOS (SW-7065) NOTE: PROVIDE TWO COATS OVER ONE COAT B42 KEN CATI-COAT FILLER/SEALER FLAT PT-04 PAINT MANUFACTURER: SHERWIN WILLIAMS STYLE: METALLIC DTM ALKYD COLOR: SEMI -GLOSS NOTE: PROVIDE TWO COATS OVER ONE COAT SHERWIN WILLIAMS PRIMER APPROPRIATE TO MATERIAL. *PROVIDE SHERWIN WILLIAMS CITYSCAPE (SW-7067) FROM U-9 A.F.F. TO 9 -0 A.F.F. *PROVIDE SHERWIN WILLIAMS HEARTHROB (SW6866) FROM 9'-9'A.F_F. TO 10'-4" A.F.F. *PROVIDE SHERWIN WILLIAMS ARGOS (SW-7065) FROM 10'4'TO UNDERSIDE OF DECK PT-05 PAINT <PT 01) 1 F 1 1 1 1:: 1 MANUFACTURER: SHERWIN WILLIAMS T-C) STYLE: B54Z INDUSTR. ENAMEL GLOSS 09.08 COLOR: BLACK NOTE: PROVIDE TWO COATS OVER ONE COAT B50WZ30 CT-0Di i</PT-0\1> i i GALVITE HS OFFICE 202 RE$TROOM- kl PT-06 PAINT MANUFACTURER: SHERWIN WILLIAMS CT 01> STYLE: SEMI -GLOSS RESTROOM COLOR: STEELY GRAYOAT OFFICE, CT-01> NOTE: PROVIDE ONE COAT PRO-CRYL UNIVERSAL ACRYLI C F2047 PRIMER TOP COAT W/ TWO COATS INDUSTRIAL ENAMEL ALKYD 6 LOSS @ WASH BAY. PROVIDE TWO COATS T� :1 0 11 iJ i i MACROPDXY 646 DIRECT TO STEEL OFFICE ELEC./MECH. <P/T \01A 1 11 SHOP — ------- — PT-07 PAINT F205 F206 MEZZANINE �EX-01> MANUFACTURER: SHERWIN WILLIAMS F-200 STYLE: 1331W40 PROMAR INTERIOR LATEX EGGSHELL OFFICE 1 1 COLOR: CITYSCAPE (SW-7067) </ PT-01 NOTE: PROVIDE TWO COATS OVER ONE COAT B28W400 I PREP -RITE 400 INTERIOR LATEX PRIMER (NO COLOR) <,T \0,> T�0\ T-0 i I , - -------- - --------- - --- ---- ------------ OFFICE: ri A3.01 O - ] I t -------- ....... _I I F208 <3 11) 11]: ------ 4 U ]L:,i<PT-01> 11 09.08 PT-01> — ------- PT-08 PAINT 11 MANUFACTURER: SHERWIN WILLIAMS ------------ - ------------ STAIR 1 A-0 ..... -------------- STYLE: B31W400 PROMAR INTERIOR LATEX EGGSHELL COLOR: GYPSY RED (SW-6865) NOTE: PROVIDE TWO COATS OVER ONE COAT 1328W400 ETT4 6T, ..... PT-01> : PREP -RITE 400 INTERIOR LATEX PRIMER (NO COLOR) OFFICE O)FFICEt F210 <PT 01 -01 2 T> T 0 CT-01 CERAMICWALLTILE OF El I FT-07, MANUFACTURER: CROSSVILLE PT-01> 211 1 TEXTURE: POLISHED (PO) COLOR: A850 GRAPHITE SIZE: 8" X 8" GROUT: "DARK GREY'SEALED PER MFG'S RECOMMENDATIONS 09.08 NOTE: 2 TO 10.07 FLEX SPACE CONFERENCE CT-02 CERAMIC WALL TILE H ROOM MANUFACTURER: TBD STYLE:TBD 212 </PT-,0\1> 44 TEXTURE:GLOSSY COLOR: MATCH PT -OS (GYPSY RED) B.9 SIZE: 3" X 6" - ------------ I 207 T-01 T_0 ........... PT_O, ........... T-01 OF CE T-01 _�� ( STYLE: CROSS COLORS T ...... T.0 GROUT: "DARK GREY" SEALED PER MFG'S j -----RECOMMENTATIONS -------- — — — EX-01 EXISTING CONDITION MANUFACTURER: EXISTING D I I GENERAL FINISH NOTES: 1- GC TO SUBMIT THREE SAMPLES OF EACH FINISH FOR FINAL APPROVAL, 2. CERAMIC TILE WAINSCOT TO 6'-U'WITH GYPSUM BOARD ABOVE TO CEILING. SCHLUTER TRANSITION AT TOP OF TILE WAINSCOT. PROVIDE WILL TILE WALLS AT SHOWERS. GYPSUM BOARD TO BE PAINTED PT-02. 1 ALL GALVANIZED DUCTWORK SHALL REMAIN UNFINISHED, NO PAINT REQUIRED. 4. ALL NATURAL GAS PIPING SHALL REMAIN UNFINISHED, NO PAINT REQUIRED. 5- ALL COMPRESSED AIR PIPING SHALL REMAIN UNFINISHED, NO PAINT REQUIRED. 6, ALL ELECTRICAL CONDUIT SHALL REMAIN UNFINISHED, NO PAINT REQUIRED. WALL FINISH PLAN LEVEL 02 --------- 7- PAINT ALL EXPOSDED SURFACES OF METAL COLUMNS, GUARDS, LADDERS, la, = i�ol' HANDRAILS, AND OTHER MICELLANEOUS METAL ITEMS, 8. SEE WALL FINISH PLANS FOR ACCENT WALL LOCATIONS. TRUE PROJECT 9. FL-04 AND FL-05 SHALL BE INSTALLED AFTER COMPLETION OF ALL OVERHEAD NORTH NORTH WORK AND SHALL BE CONTINUOUS (ENTIRELY BELOW ALL FLOOR MOUNTED ITEMS AND EQUIPEMENT). 10. PAINT STRUCTURE TO MATCH ADJACENT FINISH, RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER b z U) U-) W3: < F_ W X W U) w >_ U_ U) M F- :DO w 0 3: p U) CJ V- 0 It UL. 00 W 00 00 < 0) D > < w Uj 3: 0 05 ry I,- 7793 REGISTERE 3 ARCHITECT S ATT W E SE �"SF'TO, STATE OF WASHINGTON PROJECT NO.: 19074 PROJECT MGR.: Designer DRAWN BY: Author CHECKED BY: Checker WALL FINISH PLAN - LEVEL 02 3 z . 3z JACKSON I MAIN ARCHITECTURE P.S. 02019 I SHEET NOTES: A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. LOCATIONS OF DOORS AND WALLS PER PLAN. REFER TO SCHEDULES FOR ADDITIONAL INFORMATION, C. COORDINATE ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALL. D. GALVANIZE EXPOSED EXTERIOR STEEL MEMBERS, SIZE PER STRUCTURAL TOUCH-UP WELD BURNS WITH GALVANIZING PAINT PRIOR TO APPLYING FINISH. E. PROVIDE CONTINUOUS SUBSILLS WITH END DAMS, WELDED JOINTS AT ALL ALUMINUM FRAMING SYSTEMS. F. AT JOINTS BETWEEN DISSIMILAR MATERIALS, PROVIDE CONTINUOUS MINIMUM 3/8" BACKER ROD AND SEALANT. G. SUBMIT ALL EXTERIOR MATERIAL SAMPLES IN SINGLE SUBMITTAL. MATERIALS SUBMITTED SEPARATELY SHALL BE REJECTED. H. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND OPERABLE OPENINGS OR PROPERTY LINE. 1. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND MECHANICAL INTAKES. J. ALL EXTERIOR FINISHES SHALL TERMINATE ATAN INTERIOR CORNER U.N.O. K. COORDINATE WITH ARCHITECT, CONSULTANTS AS NECESSARY LOCATION AND HEIGHTS OF EXTERIOR LOUVERS, HORNS, LIGHT FIXTURES, FIRE ALARM DEVICES PRIOR TO INSTALL. L. EXTERIOR SOFFITS FINISH IS TO MATCH FASCIA U.N.O. M. DAMPPROOFING TO BE TROWELED -ON U.N.O. IN SPECIFICATIONS. N. EXPOSED CONCRETE WALL, COLUMNS, AND BEAMS FINISH CARBORUNDUM-RUBBED AND PAINTED, COLOR SELECTED BY ARCHITECT. O. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE COMPLIMENTARY, AND NOTES LISTED ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. P. RERAIR AND REPLACE DAMAGED METAL PANEL SIDING, LIKE FOR LIKE. CONTRACTOR TO IDENTIFY LOCATIONS AND ARCHITECT TO VERIFY REPLACEMENT. aim EAST 2 A AL1 B B.9 C �D �E ##X##X J PRODUCT ] [�L MANUFACTURER COLOR PROFILE FINISH PRODUCT 1. EXISTING TRIM 2. EXISTING METAL SIDING 3. METAL PANEL 4. CMUVENEER 5. PAINTED CONCRETE FINISH COLOR A. BLACK B. WHITE C. GYPSY RED (SW-6865) D. GREY PRODUCT PROFILE 1. EXISTING 2. 42" X t80" STACK BOND 3. SMOOTH, 8" X 16" RUNNING BOND 4. SMOOTH PRODUCT MANUFACTURER A. NIA B. PHOENIX PANEL C. BEST BLOCK EVEL 02 10.00' EVEL 01 0.00' m LEVEL 01 0.00' --- - ------ #---------- - NOTE 02.19 _. _ _ CLEAN AND PREPARE BOLLARD FOR "IDEAL SHIELD 1!4"THICK SLEEVE;' RED, PART NUMBER: PPH-RD-06-60-S 05,03 _ NEW METAL AWNING, REFERENCE A4.01 AND STRUCTURAL DRAWINGS 05.06 RERAIR AND REPLACE DAMAGED METAL PANEL SIDING, LIKE FOR LIKE, CONTRACTOR TO IDENTIFY LOCATIONS AND ARCHITECT TO VERIFY REPLACEMENT 07.01 REMOVE EXISTING SIDING AND REPAIR DAMAGED WATER BARRIER AND _ SUBSTRATE, REPLACE FINISH WITH NEW MATERIAL AS INDICATED 10.03 RYDER SIGN BY OTHERS, PROVIDE POWER, REFERENCE ELECTRICAL RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER U z Cn �- ¢ r- x }- LL _ c/) = F- F- fy :DQ W 0 ~ N 0 It O Q = WCO 00 J 00 J 00 ¢ rn i- F- 3� U) W J 00 ry 0 LU w w w �V Djr E' F IV P I N -EL rn F� T2 0 ,City o Tukwila OUL I �I ! I N 7793 EESE ASTAT PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR EXTERIOR ELEVATIONS A n a JACKSON I MAIN ARCHITECTURE P.S. 0 2019 N SOUTH 1 118" NORTH I SHEET NOTES: A. REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROJECT NOTES. B. LOCATIONS OF DOORS AND WALLS PER PLAN. REFER TO SCHEDULES FOR ADDITIONAL INFORMATION. C. COORDINATE ALL CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALL. D. GALVANIZE EXPOSED EXTERIOR STEEL MEMBERS, SIZE PER STRUCTURAL TOUCH-UP WELD BURNS WITH GALVANIZING PAINT PRIOR TO APPLYING FINISH. E. PROVIDE CONTINUOUS SUBSILLS WITH END DAMS, WELDED JOINTS AT ALL ALUMINUM FRAMING SYSTEMS. F. AT JOINTS BETWEEN DISSIMILAR MATERIALS, PROVIDE CONTINUOUS MINIMUM 3/8" BACKER ROD AND SEALANT. G. SUBMIT ALL EXTERIOR MATERIAL SAMPLES IN SINGLE SUBMITTAL. MATERIALS SUBMITTED SEPARATELY SHALL BE REJECTED. H. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND OPERABLE OPENINGS OR PROPERTY LINE. 1. MAINTAIN CODE REQUIRED SEPARATION BETWEEN ALL EXHAUST DISCHARGES AND MECHANICAL INTAKES. J. ALL EXTERIOR FINISHES SHALL TERMINATE ATAN INTERIOR CORNER U.N.O. K. COORDINATE WITH ARCHITECT, CONSULTANTS AS NECESSARY LOCATION AND HEIGHTS OF EXTERIOR LOUVERS, HORNS, LIGHT FIXTURES, FIRE ALARM DEVICES PRIOR TO INSTALL. L. EXTERIOR SOFFITS FINISH IS TO MATCH FASCIA U.N.O. M. DAMPPROOFING TO BE TROWELED -ON U.N.O. IN SPECIFICATIONS. N. EXPOSED CONCRETE WALL, COLUMNS, AND BEAMS FINISH CARBORUNDUM-RUBBED AND PAINTED, COLOR SELECTED BY ARCHITECT. O. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE COMPLIMENTARY, AND NOTES LISTED ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. P. RERAIR AND REPLACE DAMAGED METAL PANEL SIDING, LIKE FOR LIKE. CONTRACTOR TO IDENTIFY LOCATIONS AND ARCHITECT TO VERIFY REPLACEMENT. i i i I I I i I i i 5.6 3.2 6 5 �Dl 4 3 �� `-� ( Af 3' - 5' 5' -10' ## X ## IX PRODUCT L MANUFACTURER COLOR PROFILE FINISH PRODUCT 1. EXISTING TRIM 2. EXISTING METAL SIDING 3. METAL PANEL 4. CMU VENEER 5. PAINTEDCONCRETE FINISH COLOR A. BLACK B. WHITE C. GYPSY RED (SW-6665) D. GREY 1. EXISTING 2. 42" X 180" STACK BOND 3. SMOOTH, 8" X 16" RUNNING BOND 4. SMOOTH PRODUCT MANUFACTURER A. N/A B. PHOENIX PANEL C. BEST BLOCK O,, m2 KEYNOTES: # NOTE 02.19 CLEAN AND PREPARE BOLLARD FOR "IDEAL SHIELD 174" THICK SLEEVE;' RED, PART NUMBER: PPH-RD-06-60-S 03.02 NEW BOLLARD, MATCH EXISTING STYLE AND COVER IN "IDEAL SHEILD 1/4" THICK SLEEVE," RED; PART NUMBER: PPH-RD-06-60-S 05.03 NEW METAL REFERENCE A4.01 AND STRUCTURAL DRAWINGS 05.06 -AWNING, RERAIR AND REPLACE DAMAGED METAL PANEL SIDING, LIKE FOR LIKE, CONTRACTOR TO IDENTIFY LOCATIONS AND ARCHITECT TO VERIFY REPLACEMENT 05.07 PANEL BREAK TO MATCH DOOR OPENING, LOCATION TO BE VERIFIED 07.01 REMOVE EXISTING SIDING AND REPAIR DAMAGED WATER BARRIER AND SUBSTRATE, REPLACE FINISH WITH NEW MATERIAL AS INDICATED 09.29 PAINT DOWNSPOUTS SAME FINISH AS ADJACENT EXTERIOR SIDING nk � RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER U Z W wti �~ c/) >_ LL _ to = F- w O W � CV fy � O LL 00 W �jJ 000 J r� 00 0) U ry 00 � cr F- 7793 RE E ARCHITECT ATT W E SE STATE OF YIASHINGT.O PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR EXTERIOR ELEVATIONS A3. 0 ' JACKSON I MAIN ARCHITECTURE P.S. 0 2019 110MIKKNOW10-01 mmmmm�vw MENINAIM9 A" mmmmmm�mw A)WALL SECTION @ 8- WALL CMU VENEER 1/2" = T-0.1 / -1 -1:1- \ offaNNOM-1 � 01 re I'l Ill I "RF LEVEL024 vo.-00-�6 LEVEL 01 O.E WALL SECTION - SOUTH O 4D C B.9 3 A4.01 14' - 0" (D z z AD- t" 0 F- 0 0 I- J) Lu 3: 0 _1 0 BUILDING SECTION - THROUGH AWNING 21 WALL SECTION @ 4' WALL CMU VENEER MRSENNIFT ml/1 \w LEVEL 02 10.00, 191 92 Nmff#T#Tlzff_*j SHEET NOTES: A REFER TO G0.01 FOR ABBREVIATIONS, SYMBOLS AND GENERAL PROCEDURAL NOTES. B. REFER To WINDOW AND DOOR SCHEDULES FOR SILL HEIGHTS, ETC. C. REFER TO FINISH FLOOR PLANS, INTERIOR ELEVATIONS, AND FINISH SCHEDULES FOR INTERIOR FINISH MATERIALS AND TRANSITIONS. D. REFER TO EXTERIOR DETAILS FOR TYPICAL ROOF AND FLASHING DETAILS. E. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR FINISH MATERIALS PATTERNS AND COLORS. F. REFER TO STRUCTURAL DRAWINGS FOR ALL FOOTING, BRACING, AND SUPPORT COMPONENTS. G. THROUGH -WALL COUNTERFLASHING SHALL BE APPROPRIATE TWO-PIECE PREFINISHED SHEET METAL PER S-M.A.C.N.A. MANUAL FIG 44D U.C.N. H. ALL PENETRATION FIRESTOP ASSEMBLIES SHALL MATCH THE RATINGS OF THE ASSEMBLIES THEY PENETRATE. I. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE. THIS DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARINGIAPPLICATION TO WORK SHOWN ON THIS SHEET. KEYNOTES: NOTE 02.19 CLEAN AND PREPARE BOL[ARDFOR_"IDEAL SHIELD 1/4" THICK SLEEVE," RED, PART NUMBER: PPH-RD-06-60-S 03.02 NEW BOLLARD, MATCH EXISTING STYLE AND COVER IN "IDEAL SHEILD 1/4" THICK SLEEVE," RED; PART NUMBER: PPH-RD-06-60-S 03.06 CONCRETE COLUMN GUARD, REFERENCE EXTERIOR ELEVATIONS FOR PAINT COLOR AND DETAIL 13/A8.03 05.03 NEW METAL AWNING, REFERENCE A4.01 AND STRUCTURAL DRAWINGS 07,01 REMOVE EXISTING SIDING AND REPAIR DAMAGED WATER BARRIER AND SUBSTRATE, REPLACE FINISH WITH NEW MATERIAL AS INDICATED 07.02 NEW GUTTER REFERENCE EXTERIOR ELEVATIONS FOR PAINT COLOR, CONNECT DOWNSPOUT TO EXISTING DOWSPOUT (CONCEAL APPEARANCE -6-6.-03 ------ ------ —INEW ,ALONG DIAGONAL BRACING) OVER HEAD DOORS WITH AUTOMATIC OPENERS RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CCNTER b z Lo W W x U) ry >_ U) ry ry 0 0 cf) c\I ry 0 7793 REGIST ERS ARCHITECT ATT WE SE STATE 0FW.SH.NOTO, PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR BUILDING SECTIONS JACKSON I MAIN ARCHITECTURE P.S. m2019 LIARINE "- LOCKER ROOM - EAST ELEVATION 1 2 1/2" =1-0, LEVEL 01 0,00, qq LOCKER ROOM - NORTH ELEVATION LOCKER ROOM - SOUTH ELEVATION rJ 1/2" = T-0" • f \1 LOCKER ROOM - WEST ELEVATION 1 1/2" =1'-0" .. 36" MIN. CLEAR 5'-8" o ril LOCKER ROOM a 101 (V I I 5'-810 I I �6 A5.01 2 v , , Si3 I , 0 1 L- __ N �t , I Si3 Si3 ' 0 11 0 1 v I v I iD , I I I Si3 0 1 I I I I I 3 IA5.02 :SHOWER 102 5- ---- 4 " � I r _ w > J lm� Si3p q 1 09.27 � � i TOLIET 7 a5.02 5 n 113 E _ ) 8 i - 1 1 < .I i l ✓ .Si3 _... _.. 0 1 ENLARGED LOCKER ROOM & RESTROOM - PLAN 1 112" -1'-0" _ 09.32 09.32 LOCKER ROOM - EAST ELEVATION 2 09.32 LEVEL 01 . 0.00' SHEET NOTES: 3 A. FOR SPECIFIC WALL ASSEMBLY INFORMATION, REF A8.00 SERIES. B. ALL INTERIOR FINISHES ARE OWNER FURNISH CONTRACTOR INSTALLED. C. INSTALL ALL FINISHES PER MANUFACTURER'S INSTRUCTIONS. D. ALL FLOORING MATERIAL TRANSITIONS BETWEEN ROOMS SHALL OCCUR AT THE CENTERLINE OF DOORS UNLESS OTHERWISE NOTED. E. ALL DOORS ARE LOCATED 4-1/2" FROM WALL FINISH AT HINGE SIDE, UNLESS OTHERWISE NOTED. F. VERIFY ALL REQUIRED FIXTURE & APPLIANCE CLEARANCES PRIOR TO CASEWORK FABRICATION, AND FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. G. REFER TO MECHANICAL DRAWINGS FOR ALL HVAC LOCATIONS. H. ALL WALLS EXTEND TO UNDERSIDE OF STRUCTURE, UNLESS OTHERWISE NOTED. 1. CENTER VANITY FIXTURES OVER LAVATORY, UNLESS SHOWN OTHERWISE. J. REFER TO FLOOR PLANS FOR EXTERIOR WINDOW LOCATIONS AND TYPES. REFER TO A7.00 SERIES FOR ADDITIONAL WINDOW REQUIREMENTS AND DETAILS. K. ALL LOAD BEARING WALLS ARE REQUIRED TO BE 1-HOUR RATED, REFER TO STRUCTURAL DRAWINGS FOR LOAD BEARING WALLS. L. REFERENCE A7.00 SERIES FOR DOOR INFORMATION. M. LIGHT FIXTURES SHOWN IN PLANS ARE FOR REFERENCE ONLY, REFER TO ELECTRICAL DRAWINGS. N. CENTER LIGHT FIXTURES WITHIN ROOM OR HALLWAY, UNLESS OTHERWISE NOTED. O. REFER TO G SHEET SERIES FOR ADAPTABILITY REQUIREMENTS. P. MOUNT SMOKE DETECTORS TO WALL AT APPROXIMATE LOCATION SHOWN & PER FIRE CODE REQUIREMENTS. Q. VERIFY AND COORDINATE ALL WALL DIMENSIONS AT KITCHEN CABINETS, BATHROOMS, j AND ANY OTHER FIXTURES REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. R. REFERENCE DOOR SCHEDULE FOR UNIT DOOR WIDTH AT SECOND AND THIRD FLOOR. DOOR SIZE SHOWN AT UNIT PLANS APPLY ONLY TO UNITS AT FIRST FLOOR, INTERIOR ELEVATION NOTES A. ALL INTERIOR ELEVATION DIMENSIONS FROM FINISHED FACE, U.N.O. B. REPAIR/ REPAINT DISTURBED WALLS TO MATCH EXISTING ADJACENT SURFACES. C. FIELD VERIFY FABRICATION DIMENSIONS OF NEW CONSTRUCTION TO ASSURE COORDINATION WITH EXISTING CONDITIONS. D. PROVIDE 2" GROMMETS AT EACH LOCATION OF OUTLET AND/ OR DATA JACK MOUNTED BELOW COUNTER (MIN. T-0" D.C.). VERIFY WITH ARCHITECT PRIOR TO INSTALLATION. E. TAPE, SAND, AND PRIME ALL EXPOSED GYPSUM BOARD, TO MINIMUM FINISH LEVEL 3 (MIN. LEVEL 4 WHERE PAINTED). FINAL FINISH AS SHOWN ON SCHEDULE. F. PROVIDE CONTINUOUS SEALANT AROUND ALL PENETRATIONS IN FLOOR, WALL, CEILING, OR ROOF ASSEMBLIES, APPROPRIATE TO THE RATING AND CONSTRUCTION OF ASSEMBLY. G. EXPOSED WALLS UNDER COUNTERS, CABINETS AND MILLWORK, OR BEHIND FIXTURES NOT AFFIXED TO STRUCTURE, TO RECEIVE WALL FINISH AS SCHEDULED FOR THE ADJACENT WALLS. H. COORDINATE MILLWORK/ CASEWORK LAYOUTS AS REQUIRED FOR CHASES, COLUMN WRAPS, ETC. I. VERIFY SIZES, CLEARANCES, AND UTILITY DEMANDS OF ALL OWNER -FURNISHED EQUIPMENT. VERIFY SIZES OF ALL EQUIPMENT TO BE HOUSED/ INTEGRATED INTO OR ADJACENT TO MILLWORK (SINKS, ETC.) PRIOR TO FABRICATION. INDICATE DIMENSIONS OF THESE EQUIPMENT AND REQUIRED CLEARANCES ON SUBMITTED SHOP DRAWINGS. J. REFER TO FINISH SCHEDULE AND LEGENDS FOR MATERIAL DESIGNATION AND INFORMATION. K. REFER TO G SHEETS FOR CODE REQUIRED TOILET ACCESSORY MOUNTING HEIGHTS, L. SHELVES IN BOOKCASES AND CABINETS SHALL BE ADJUSTABLE, UNLESS NOTED OTHERWISE. M. PROVIDE CONTROL JOINT(CJ's) MOULDING AS SHOWN AND AT ALL HEADS OF WINDOWS AND DOOR FRAMES. IF NO CJ IS INDICATED LOCATE JOINTS A MINIMUM OF 20'-0" O.C. PER GYPSUM ASSOCIATION. N. LEAVE EXPOSED STRUCTURE CLEAN AND BLEMISH FREE WITH FACTORY FINISH EXPOSED TO VIEW. O. PROVIDE A CARBORUNDUM-RUBBED FINISH ON ALL EXPOSED VERTICAL CONCRETE IN THE PROJECT U.N.O. PROTECT CONCRETE FROM DAMAGE. P. PROVIDE PAINTED 3/4" PLYWD., OVER TAPED AND FLOATED G.W.B. (FINISH LEVEL 2) ON ALL WALLS OF I.D.F. AND M.D.F. ROOMS, U.N.O. Q. MIRROR LOCATIONS SHALL BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. R. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. S. INSTALL SCHLUTER RONDEC AT ALL OUTSIDE CORNERS OF WALL TILE TRANSITION. T. INSTALL SCHLUTER RONDEC-DB AT TOP EDGES OF ALL WALL TILE TRANSITION. U. CONTRACTOR TO PROVIDE ALL CORRESPONDING TRANSITION PIECES INCLUDING, BUT NOT LIMITED TO, OUTSIDE CORNER, INSIDE CORNER, CONNECTOR AND END CAP PIECES TO ALL TRANSITIONS - COLOR FOR TRANSITIONS TO BE SELECTRED ONCE FINISHES SUBMITTED FOR APPROVAL. KEYNOTES: , 09.27 ACC ESSI BLE TRAN SFER-TYPE SHOWER 09.32 _ PROVIDE SCHLUTER RONDEC-DB TRANSITION AT TOP EDGES OF WALL TILE TRANSITION _ 10.06 NEW LOCKERS, REPUBLIC STORAGE SYSTEMS, ADA DOUBLE LOCKER 12(W)X18(D)X36(H) DOUBLE TIER, BLACK FINISH 12.03 _ OVERHEAD SHELF WITH TWO COAT HANGER RODS BELOW (AT 80' ABOVE FFE AND 40" ABOVE FFE), BLOCK AS NECESSARY TO SUPPORT COAT LOADS 12.15 ACCESSIBLE LOCKER BENCH o eEm 0 L o 0 o 0 o 0 0 Eaf� 0 0 Rume 0 ED 0 E3 0 I o 0 - 0 --_---� 0 o 0 I o O El O 0 O L� __ O F- LOCKER ROOM - WEST ELEVATION 2 10.06 09.32 RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER Lo Q r W coo W vJ> . V— W o� p ~ N n/ It0 LLIoo too H F� U) Lu LLI S06 Lid ry r h w 'A riE )DE � V E' 0 a P F0 LAN P VEl cz F B 02 UJ N oUL Clty of I T VIII I 1 N 7793 RE CHITE E ARCHITECT ATT W E SE STATE OF N'ASHINGTON PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR INTERIOR PLANS & ELEVATIONS A5.01A JACKSON I MAIN ARCHITECTURE P.S. 02019 N 1/2" =1'-6" SHEET NOTES: 2x4 CLEAR CEDAR, SAND SMOOTH, APPLY ------------------ A ALL INTERIOR ELEVATION DIMENSIONS FROM FINISHED FACE, U.N.O. WATERPROOF CLEAR —7, 09.32 �1216 B. REPAIR/ REPAINT DISTURBED TO MATCH EXISTING ADJACENT SURFACES, C. FIELD VERIFY FABRICATION D,MENSIONS OF NEW CONSTRUCTION TO ASSURE SEALER. BOLT TO BENT ANGLE FROM UNDERSIDE COORDINATION WITH EXISTING CONDITIONS. OF BENCH -- ----- D. PROVIDE 2" GROMMETS AT EACH LOCATION OF OUTLET AND/ OR DATA JACK MOUNTED BELOW COUNTER (MIN. 3'-0" O.C.). VERIFY WITH ARCHITECT PRIOR TO INSTALLATION. E. TAPE, SAND, AND PRIME ALL EXPOSED GYPSUM BOARD, TO MINIMUM FINISH LEVEL 3 1/2" RAD. (MIN. LEVEL 4 WHERE PAINTED). FINAL FINISH AS SHOWN ON SCHEDULE. '3"1 F. PROVIDE CONTINUOUS SEALANT AROUND ALL PENETRATIONS IN FLOOR, WALL, CEILING, 114", 1/4", OR ROOF ASSEMBLIES, APPROPRIATE TO THE RATING AND CONSTRUCTION OF 1x4 CLR. CEDAR W1 3 ASSEMBLY. G. EXPOSED WALLS UNDER COUNTERS, CABINETS AND MILLWORK, OR BEHIND FIXTURES 112"0 RAD. ON EDGE G0.07 IXED TO STRUCTURE, TO RECEIVE WALL FINISH AS SCHEDULED FOR HE FINISH TO MATCH 2x4 L ADJACENT WALLS. H. COORDINATE MILLWORK/ CASEWORK LAYOUTS AS REQUIRED FOR CHASES, COLUMN 2x2x1/4" BENT L. HOT zo DIPPED GALV. AFTER I rl 5 G0.07 WRAPS, ETC. L VERIFY SIZES, CLEARANCES, AND UTILITY DEMANDS OF ALL OWNER -FURNISHED EQUIPMENT. VERIFY SIZES OF ALL EQUIPMENT TO BE HOUSED/ INTEGRATED INTO OR FABRICATION. BOLT TO ADJACENT TO MILLWORK (SINKS, ETC.) PRIOR TO FABRICATION. INDICATE DIMENSIONS BLOCKING W/ 1/2"OX6" OF THESE EQUIPMENT AND REQUIRED CLEARANCES ON SUBMITTED SHOP DRAWINGS. LONG. PAINT BOLTS TO MATCH WALL J . REFER TO FINISH SCHEDULE AND LEGENDS FOR MATERIAL DESIGNATION AND INFORMATION. COLOR. K. REFER TO G SHEETS FOR CODE REQUIRED TOILET ACCESSORY MOUNTING HEIGHTS. L. SHELVES IN BOOKCASES AND CABINETS 2x SOLID BLOCKING LEVEL 01 O_.O_oI LEVEL01 ao'orl� SHALL BE ADJUSTABLE, UNLESS NOTED OTHERWISE. M. PROVIDE CONTROL JOINT(CJ's) MOULDING AS SHOWN AND AT ALL HEADS OF WINDOWS AND DOOR FRAMES. IF NO CJ IS INDICATED LOCATE BETWEEN STUDS JOINTS A MINIMUM OF 20'-0" O.C. PER GYPSUM ASSOCIATION. N. LEAVE EXPOSED STRUCTURE CLEAN AND BLEMISH FREE WITH FACTORY FINISH WALL-MOUNTED BENCH SHOWER NORTH ELEVATION SHOWER EAST ELEVATION EXPOSED TO 1/2" V-0" 0. PROVIDE A CAVIEW. RBORUNDUM-RUBBED FINISH ON ALL EXPOSED VERTICAL CONCRETE IN THE PROJECT U.N.O. PROTECT CONCRETE FROM DAMAGE. 0 11/2" = T-G" = P. PROVIDE PAINTED 3/4" PLYWD., OVER TAPED AND FLOATED G.W.B. (FINISH LEVEL 2) ON ALL WALLS OF I.D.F. AND M.D.F. ROOMS, U.N.O. Q. MIRROR LOCATIONS SHALL BE COORDINATED WITH ARCHITECT PRIOR TO HEADWALL 3'- 0" 3' - 0" 12.14 INSTALLATION. R. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS ADJUSTABLE 1'- 6" 09.28 EEKI�— DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE HAND-HELD — — — BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. S. INSTALL SCHLUTER RONDEC AT ALL OUTSIDE CORNERS OF WALL TILE TRANSITION. SHOWER HEAD ON 5'-0" FLEX HOSE ..... f 09.32U. T. INSTALL SCHLUTER RONDEC-DB AT TOP EDGES OF ALL WALL TILE TRANSITION. LEVER FAUCET CONTRACTOR TO PROVIDE ALL CORRESPONDING TRANSITION PIECES INCLUDING, BUT NOT LIMITED TO, OUTSIDE CORNER, INSIDE CORNER, CONNECTOR AND END CAP PIECES TO ALl TRANSITIONS -COLOR FOR TRANSITIONS TO BE SELECTRED ONCE FINISHES 1-1/4" DIAMETER A5.02 SUBMITTED FOR APPROVAL. BRUSHED S.S. GRAB BARS, TYP. EXTEND To 2 SIDES OF T 0 ENCLOSURE FLUSH THRESHOLD WITH !7 ADJ. FLOOR HANDICAPPED ACCESSIBLE FOLD EJ 16" - 18" SOAP DISH DOWN SEAT 0 NOTE: 1. SEAL ALL ACCESSORY FIXTURES WATERTIGHT PER IBC SECTION 1210.2, TYP. 2. PREMANUFACTURED SHOWER ENCLOSURE. WALL TO BE SMOOTH, HARD, NON- I LEVEL 01 LEVEL Oil 6- -7w ABSORBENT SURFACE PER IBC SECTION 1210.2.3, TYP. .00-010 ACCESSIBLE SHOWER 36" SHOWER SOUTH ELEVATION � SHOWER �-WEST ELEVATION 1/2'= 1�0' 4" F 0-9-3 27 09.32 1216 1 12 mmmIF- ,(4A512 (1-5) 1 1 1 1 ��07 �007 GO.07) LEVEL 01 0_.OV LEVEL 01 0 010-5� SERVICE WINDOW PLAN 11 ACCESSIBLE RESTROOM NORTH ELEVATION ACCESSIBLE RESTROOM EAST ELEVATION 2"= 1�0' 112"= I'-G" ........ . . . 1/2" = 1�0' -------------- - --------- KEYNOTES: 09.32 # = . . ....... .... NOTE .. ...... ------------ - - FULL HEIGHT TILE AT SHOWER STALL F_6932 F_12_1_6T-,09.28 0932 PROVIDE SCHLUTER RONDEC-DB TRANSITION AT TOP EDGES OF WALL TILE ♦ TRANSITION 09.33 PROVIDE SCHLUTER RONDEC AT ALL OUTSIDE CORNERS OF WALL TILE TRANSITION V.14 12" x 16" LOCKER, OFCI 12.16 REFERENCE 20/GO.07 FOR MOUNTING HEIGHTS RECEIVED CITY OF TUKWILA DEC 13 2019 �15 �G�007 PERMIT CENTER �130.07_) LEVEL 01 LEVELOI O_.Oo� LEVEL 01 O' 0.00' 0. 0 SERVICE WINDOW SECTION p ACCESSIBLE RESTROOM SOUTH ELEVATION ACCESSIBLE RESTROOM WEST ELEVATION l �� 12 1/2" = 1�0" JACKSON ( MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM z U) Lo T_ W fl- F_ WC.0 X W F- U) w - U- -r vl -r n 0 w 0 3: U) N 0 'IT U- 00 W 00 _j 00 < w 0 p U-) 05 z c L Q� F_ 0 LU U) U) LU 0 �: L'i VIE TV E F 309 E CORIPLIAN CE 7 -ti�P 0 z FMV�ED -K103 2 GIN 0- n1h LL REGISTERE ARCHITECT ATT W E SE STATE OF WASI-HNGTON 9 PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR INTERIOR PLANS & ELEVATIONS JACKSON I MAIN ARCHITECTURE P.S. C 2019 r a 0 9 L 3 6" 0 LEVEL 02 10.00 - .— LEVEL 02 0.00' RESTROOM 1 - !NEST ELEVATION LEVEL0` 10.00' RESTROOM 1 - EAST ELEVATION A5.02 I I I � LEVEL 02 - 10.00 RESTROOM 2 - EAST ELEVATION 8 1/2" =1%0" /, 11/ T RESTROOM 1 - SOUTH ELEVATION 09.28 15 Go.o7 G0.07 I I I I ( I I LEVEL 02 10.00' RESTROOM 1 - NORTH ELEVATION 112" = l'-0' RESTROOM 2 - NOROx" 09.28 1 wiliffITITIMIJ 16" - 18" 1'-4" I I I I � I I I Fl IJ Si3 > 4 \ 3 A5.03 5 i 2 �'- ..... _ ... L.._ I RESTROOM 1 - PLAN SHEET NOTES: A. FOR SPECIFIC WALL ASSEMBLY INFORMATION, REF A8.00 SERIES. B. ALL INTERIOR FINISHES ARE OWNER FURNISH CONTRACTOR INSTALLED. C. INSTALL ALL FINISHES PER MANUFACTURER'S INSTRUCTIONS. D. ALL FLOORING MATERIAL TRANSITIONS BETWEEN ROOMS SHALL OCCUR AT THE CENTERLINE OF DOORS UNLESS OTHERWISE NOTED. E. ALL DOORS ARE LOCATED 4-1/2" FROM WALL FINISH AT HINGE SIDE, UNLESS OTHERWISE NOTED. F. VERIFY ALL REQUIRED FIXTURE & APPLIANCE CLEARANCES PRIOR TO CASEWORK FABRICATION, AND FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. G. REFER TO MECHANICAL DRAWINGS FOR ALL HVAC LOCATIONS. H. ALL WALLS EXTEND TO UNDERSIDE OF STRUCTURE, UNLESS OTHERWISE NOTED. 1. CENTER VANITY FIXTURES OVER LAVATORY, UNLESS SHOWN OTHERWISE. J. REFER TO FLOOR PLANS FOR EXTERIOR WINDOW LOCATIONS AND TYPES. REFER TO A7.00 SERIES FOR ADDITIONAL WINDOW REQUIREMENTS AND DETAILS. K. ALL LOAD BEARING WALLS ARE REQUIRED TO BE 1-HOUR RATED, REFER TO STRUCTURAL DRAWINGS FOR LOAD BEARING WALLS. L. REFERENCE A7.00 SERIES FOR DOOR INFORMATION. M. LIGHT FIXTURES SHOWN IN PLANS ARE FOR REFERENCE ONLY, REFER TO ELECTRICAL DRAWINGS. N. CENTER LIGHT FIXTURES WITHIN ROOM OR HALLWAY, UNLESS OTHERWISE NOTED. O. REFER TO G SHEET SERIES FOR ADAPTABILITY REQUIREMENTS. P. MOUNT SMOKE DETECTORS TO WALL AT APPROXIMATE LOCATION SHOWN & PER FIRE CODE REQUIREMENTS. Q. VERIFY AND COORDINATE ALL WALL DIMENSIONS AT KITCHEN CABINETS, BATHROOMS, AND ANY OTHER FIXTURES REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. R. REFERENCE DOOR SCHEDULE FOR UNIT DOOR WIDTH AT SECOND AND THIRD FLOOR. DOOR SIZE SHOWN AT UNIT PLANS APPLY ONLY TO UNITS AT FIRST FLOOR. INTERIOR ELEVATION NOTES A. ALL INTERIOR ELEVATION DIMENSIONS FROM FINISHED FACE, U.N.O. B. REPAIR/ REPAINT DISTURBED WALLS TO MATCH EXISTING ADJACENT SURFACES. C. FIELD VERIFY FABRICATION DIMENSIONS OF NEW CONSTRUCTION TO ASSURE COORDINATION WITH EXISTING CONDITIONS. D. PROVIDE 2" GROMMETS AT EACH LOCATION OF OUTLET AND/ OR DATA JACK MOUNTED BELOW COUNTER (MIN. T-0" D.C.). VERIFY WITH ARCHITECT PRIOR TO INSTALLATION. E. TAPE, SAND, AND PRIME ALL EXPOSED GYPSUM BOARD, TO MINIMUM FINISH LEVEL 3 (MIN. LEVEL 4 WHERE PAINTED). FINAL FINISH AS SHOWN ON SCHEDULE. F. PROVIDE CONTINUOUS SEALANT AROUND ALL PENETRATIONS IN FLOOR, WALL, CEILING, OR ROOF ASSEMBLIES, APPROPRIATE TO THE RATING AND CONSTRUCTION OF ASSEMBLY. G. EXPOSED WALLS UNDER COUNTERS, CABINETS AND MILLWORK, OR BEHIND FIXTURES NOT AFFIXED TO STRUCTURE, TO RECEIVE WALL FINISH AS SCHEDULED FOR THE ADJACENT WALLS. H. COORDINATE MILLWORK/ CASEWORK LAYOUTS AS REQUIRED FOR CHASES, COLUMN WRAPS, ETC. 1. VERIFY SIZES, CLEARANCES, AND UTILITY DEMANDS OF ALL OWNER -FURNISHED EQUIPMENT. VERIFY SIZES OF ALL EQUIPMENT TO BE HOUSED/ INTEGRATED INTO OR ADJACENT TO MILLWORK (SINKS, ETC.) PRIOR TO FABRICATION. INDICATE DIMENSIONS OF THESE EQUIPMENT AND REQUIRED CLEARANCES ON SUBMITTED SHOP DRAWINGS. J. REFER TO FINISH SCHEDULE AND LEGENDS FOR MATERIAL DESIGNATION AND INFORMATION, K. REFER TO G SHEETS FOR CODE REQUIRED TOILET ACCESSORY MOUNTING HEIGHTS. L. SHELVES IN BOOKCASES AND CABINETS SHALL BE ADJUSTABLE, UNLESS NOTED OTHERWISE. M. PROVIDE CONTROL JOINT(CJ's) MOULDING AS SHOWN AND AT ALL HEADS OF WINDOWS AND DOOR FRAMES. IF NO CJ IS INDICATED LOCATE JOINTS A MINIMUM OF 20'-0" O.C. PER GYPSUM ASSOCIATION. N. LEAVE EXPOSED STRUCTURE CLEAN AND BLEMISH FREE WITH FACTORY FINISH EXPOSED TO VIEW. O. PROVIDE A CARBORUNDUM-RUBBED FINISH ON ALL EXPOSED VERTICAL CONCRETE IN THE PROJECT U.N.O. PROTECT CONCRETE FROM DAMAGE. P. PROVIDE PAINTED 3/4" PLYWD., OVER TAPED AND FLOATED G.W.B. (FINISH LEVEL 2) ON ALL WALLS OF I.D.F. AND M.D.F. ROOMS, U.N.O. Q. MIRROR LOCATIONS SHALL BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION- R. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. S. INSTALL SCHLUTER RONDEC AT ALL OUTSIDE CORNERS OF WALL TILE TRANSITION. T. INSTALL SCHLUTER RONDEC-DB AT TOP EDGES OF ALL WALL TILE TRANSITION. U. CONTRACTOR TO PROVIDE ALL CORRESPONDING TRANSITION PIECES INCLUDING, BUT NOT LIMITED TO, OUTSIDE CORNER, INSIDE CORNER, CONNECTOR AND END CAP PIECES TO ALL TRANSITIONS - COLOR FOR TRANSITIONS TO BE SELECTRED ONCE FINISHES SUBMITTED FOR APPROVAL. KEYNOTES: # j NOTE 09.28 ...... ...... . . . . . ..................... . . FULL HEIGHT TILE AT SHOWER STALL 09.32 PROVIDE SCHLUTER RONDEC-DB TRANSITION ATTOP EDGES OF WALL TILE TRANSITION 09.33 PROVIDE SCHLUTER RONDEC AT ALL OUTSIDE CORNERS OF WALL TILE TRANSITION 10.06 NEW LOCKERS, REPUBLIC STORAGE SYSTEMS, ADA DOUBLE LOCKER 12(W)X18(D)X36(H) DOUBLE TIER, BLACK FINISH 12.15 ACCESSIBLE LOCKER BENCH 12.16 REFERENCE 20/G0.07 FOR MOUNTING HEIGHTS I I � Si3:- 0 1 ---I - r 104_A5.03. 8.. i, WTI I 1'-6" * 16"-18" RESTR60M 2 - PLAN 6 1/2" = T-0" RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER �J U z Lo W w� X U) 0 %- IL = _ V^ rY � ry J O W O N cr 0 w W DF joElVVE =D PLJA C. ipa OVED o N E 2'2 O lI f 'I 7793 REGISTERS ARCHITECT ATT WE SE STATE CF WASHINGTON PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR INTERIOR PLANS & ELEVATIONS IF I A5.u%) JACKSON I MAIN ARCHITECTURE P.S. 02019 RESTROOM 2 - WEST ELEVATION 10 112" = l'-O' Al RESTROOM 2 - SOUTH ELEVATION 9 1/2" = T-0" SHEET NOTES: LEV L-02 A ALL INTERIOR ELEVATION DIMENSIONS FROM FINISHED FACE, U.N.O. REPAINT DISTURBED WALLS TO MATCH EXISTING ADJACENT SURFACES. - - ---------- I, B. REPAIR/ 1 .00, C. FIELD VERIFY FABRICATION DIMENSIONS OF NEW CONSTRUCTION TO ASSURE COORDINATION WITH EXISTING CONDITIONS. D. PROVIDE 2" GROMMETS AT EACH LOCATION OF OUTLET AND! OR DATA JACK MOUNTED BELOW COUNTER (MIN. T-0" D.C.). VERIFY WITH ARCHITECT PRIOR TO INSTALLATION, E. TAPE, SAND, AND PRIME ALL EXPOSED GYPSUM BOARD, TO MINIMUM FINISH LEVEL 3 (MIN. LEVEL 4 WHERE PAINTED). FINAL FINISH AS SHOWN ON SCHEDULE. F. PROVIDE CONTINUOUS SEALANT AROUND ALL PENETRATIONS IN FLOOR, WALL, CEILING, OR ROOF ASSEMBLIES, APPROPRIATE TO THE RATING AND CONSTRUCTION OF ASSEMBLY. G. EXPOSED WALLS UNDER COUNTERS, CABINETS AND MILLWORK, OR BEHIND FIXTURES NOT AFFIXED TO STRUCTURE, TO RECEIVE WALL FINISH AS SCHEDULED FOR THE ADJACENT WALLS. o H. COORDINATE MILLWORK/ CASEWORK LAYOUTS AS REQUIRED FOR CHASES, COLUMN WRAPS, ETC, 1. VERIFY SIZES, CLEARANCES, AND UTILITY DEMANDS OF ALL OWNER -FURNISHED EQUIPMENT, VERIFY SIZES OF ALL EQUIPMENT TO BE HOUSED/ INTEGRATED INTO OR ADJACENT TO MILLWORK (SINKS, ETC.) PRIOR TO FABRICATION. INDICATE DIMENSIONS OF THESE EQUIPMENT AND REQUIRED CLEARANCES ON SUBMITTED SHOP DRAWINGS. J. REFER TO FINISH SCHEDULE AND LEGENDS FOR MATERIAL DESIGNATION AND INFORMATION. K. REFER TO G SHEETS FOR CODE REQUIRED TOILET ACCESSORY MOUNTING HEIGHTS. L. SHELVES IN BOOKCASES AND CABINETS SHALL BE ADJUSTABLE, UNLESS NOTED OTHERWISE. M. PROVIDE CONTROL JOINT(CJ's) MOULDING AS SHOWN AND AT ALL HEADS OF WINDOWS LEVY �L 01 AND DOOR FRAMES. IF NO CJ IS INDICATED LOCATE JOINTS A MINIMUM OF 20'-0" O.C_ 0. ou_ PER GYPSUM ASSOCIATION. N. LEAVE EXPOSED STRUCTURE CLEAN AND BLEMISH FREE WITH FACTORY FINISH NEW SHOP WALL ELEVATION EXPOSED TO VIEW. O. PROVIDE A CARBORUNDUM-RUBBED FINISH ON ALL EXPOSED VERTICAL CONCRETE IN THE PROJECT U.N.O. PROTECT CONCRETE FROM DAMAGE. 3/9"= 1�0' P. PROVIDE PAINTED 3/4"PLYWD., OVER TAPED AND FLOATED G.W.B. (FINISH LEVEL 2) ON ALL WALLS OF I.D.F. AND M.D.F. ROOMS, U.N.O. Q. MIRROR LOCATIONS SHALL BE COORDINATED WITH ARCHITECT PRIOR TO - - ----------- 3 INSTALLATION. R. GENERAL NOTES ON THIS PAGE DO NOT EXCLUDE NOTES ELSEWHERE; THIS DOCUMENT SET IS COMPLIMENTARY. NOTES ON OTHER SHEETS MAY HAVE BEARINGIAPPLICATION TO WORK SHOWN ON THIS SHEET. LEVEL 02 S. INSTALL SCHLUTER RONDEC AT ALL OUTSIDE CORNERS OF WALL TILE TRANSITION. 10700-1-1-7 T. INSTALL SCHLUTER RONDEC-DB AT TOP EDGES OF ALL WALL TILE TRANSITION. U. CONTRACTOR TO PROVIDE ALL CORRESPONDING TRANSITION PIECES INCLUDING, BUT D NOT LIMITED TO, OUTSIDE CORNER, INSIDE CORNER, CONNECTOR AND END CAP PIECES +.i LQUNG53EL TO ALL TRANSITIONS - COLOR FOR TRANSITIONS TO BE SELECTRED ONCE FINISHES SUBMITTED FOR APPROVAL. 12.18 io 1. ALL CABINETRY SHALL CONFORM TO AWl STANDARDS FOR CUSTOM GRADE, 2. CABINETS SHALL BE FULL OVERLAY STYLE. UNDERSIDE OF CABINETS SHALL MATCH LEVEL 01 CABINET FRONTS. 3. PROVIDE REQUIRED BLOCKING. INSTALL IN ACCORDANCE WITH AWI CUSTOM GRADE 0.00 STANDARDS. 4. PROVIDE 20 GA. STEEL STRAP @ STUDS 24"O.C. HORIZONTALLY BEHIND CASEWORK. DRIVER LOUNGE SIGNAGE 5. ALL CASEWORK SHALL BE 3/4" FURNITURE GRADE PLYWOOD CONSTRUCTION, UNO. 6. ALL SUB -COUNTERS SHALL BE 3X'MARINE GRADE PLYWOOD. ALL PLASTIC LAMINATE �30 =rW___ COUNTER SUBSTRATE SHALL MOE. 7. PROVIDE P.T. 2x WOOD BLOCKING AT FLOOR, AT ALL BASE CABINETS. 8. PROVIDE ALL FILLER PANELS. MATCH TO ADJACENT CASEWORK FINISH. 9. FINISH ALL EXPOSED INTERIOR CASEWORK SURFACES WITH WHITE MELAMINE, INCLUDING INTERIOR FACES OF DOORS AND DRAWERS, TOP AND BOTTOM FACES OF SHELVES, AND ALL SURFACES OF DRAWER BOXES AND ADJUSTABLE SHELVES. FINISH ALL EXPOSED INTERIOR EDGES WITH WHITE MELAMINE EDGE BANDING. % PROVIDE PLASTIC LAMINATE TOE -KICK TO MATCH CASEWORK, TYP. 112" PLAM PLYWOOD BACK 11. ALL FASTENERS EXPOSED TO VIEW SHALL BE BRIGHT STAINLESS FINISH (US32). ON lx NAILERS 12. PROVIDE MEDIUM DUTY, FLUSH MOUNTED SHELF PILASTERS AND CLIPS, BRIGHT METAL (US2G) FINISH. PLASTIC LAMINATE FINISH ON 13. HINGES SHALL BE CONCEALED, FULL OVERLAY WITH 7/16" CUP DEPTH AND SOFT CLOSE :1 3/4" PLYWOOD ON ALL FEATURE (BLUM 38C OR APPROVED EQUAL) z 0 EXPOSED SURFACES (TYP) 14. PROVIDE HEAVY DUTY, FULL -EXTENSION RUNNERS, BRIGHT METAL FINISH AT ALL FILE PER FINISH SCHEDULE DRAWERS. PROVIDE MEDIUM DUTY CONCEALED RUNNERS WITH SOFT CLOSE FEATURE - ----- PLASTIC LAMINATE ON 3/4" AT ALL OTHER DRAWERS. 15. ALL DOOR AND DRAWER PULLS SHALL BE 4" WIRE PULLS, 1 1/4" PROJECTION. U32D w PLYWOOD TOP, BOTTOM AND 'I16. FINISH Et SIDES AT ALL EXPOSED PROVIDE SURFACE -MOUNTED CABINET LOCKS AT ALL CASEWORK EXCEPT LOUNGE IL SURFACES ROOM, CLEAN AND DIRTY STORAGE, AND THE TRASH CABINET IN THE EXAM ROOMS. PROVIDE LOCKS FOR BOTH DOORS AND DRAWERS IN ALL NON SECURED ROOMS AND STAINLESS STEEL CABINET AREAS. PULL 17, PROVIDE GROMMETS AND CAPS AT ALL UNDER -COUNTER POWER/DATA OUTLETS AT RECEPTION, NURSE, MA STATION AND PRACTITIONER WORK SURFACES. WALL ASSEMBLY PER PLAN 18. MOUNT OVER -COUNTER OUTLETS 45" TO CENTER ABOVE FLOOR. CONTINUOUS BEAD OF 19. SEAL SEAM BETWEEN COUNTERTOP AND WALL WITH CONTINUOUS BEAD OF LATEX SEALANT SEALANT, MATCH COLOR TO ADJACENT COUNTER, CONT. 6" X 2" X 14 GA. STUD 20. SEE ARCHITECTURAL DRAWINGS AND FINISH PLAN FOR MORE INFORMATION. z BLOCKING - NOTCH AROUND 21. ALL EXPOSED CORNERS OF COUNTERTOPS TO HAVE TYP. R= 1 1/2", 0 VERTICALSTUDS-ANCHOR 22. R= 2 1/2" EDGES UNLESS OTHERWISE NOTED. REFER TO SHEET CABINET TO EACH VERTICAL 23. ID5.0 SERIES FOR CASEWORK INFORMATION. > STUD AND TO STUD 24. FOR ALL CLEAN WORK AREAS, CASEWORK NEEDS TO HAVE A LOCKER TOP OR z U.1 BLOCKING AT 6" D.C. VALANCE TOP TO THE CEILING. REFER TO LOCKER TOP AND VALANCE TOP CASEWORK 0 cc DETAIL. LU a. PLASTIC LAMINATE FINISH ON 3/4" PLYWOOD COUNTER TOP uJ TYP. WITH BACKSPLASH RYDER STANDARD NOTES: PLASTIC LAMINATE FINISH ON 0- 314!'PLYWOOD; 2" FRONT /z 1. PLASTIC LAMINATE ALL EXPOSED CABINET SURFACES, UNLESS OTHERWISE NOTED. - ------------ - - ------------ fl i EASED EDGES. FINISH PER FINISH SCHEDULE SINK APRON 2. PLASTIC LAMINATE NEW COUNTERS, TYPICAL. 3. PLASTIC LAMINATE ALL EXPOSED SURFACES ON RECPETION DESK. 4. PLASTIC LAMINATE INTERIOR SURFACES OF RECEPTION DESK. 5. CLEAR FINISH ON INTERIOR MAPLE SURFACES (NOT WHITE MEL.) 6- 3 MM PVC EDGES, TYPICAL AT COUNTERS. PLASTIC LAMINATE FINISH ON KEYNOTES: 3/4" PLYWOOD SERVICE DOORS z 0 WITH CONCEALED HINGES L NOTE < FINGER PULLS AND MAGNETIC LATCHES 12.18 SIGNAGE PER RYDER STANDARD FONT BASE PER FINISH SCHEDULE FINISH FLOOR RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER KITCHENETTE SECTION 3 %9- ts:.� V=11-0. JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM 00 w Do 00 < co F_ U)F- U) 00 F_ D T- F- 7793 REGISTERS ARCHITECT RG HITECT T A7TT W E S SE STATE OF GTON PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR INTERIOR ELEVATIONS AVIIII, A A5.U4 JACKSON I MAIN ARCHITECTURE P.S. 0 2019 a 7t ---------- COUNTER !NEST ELEVATION COUNTER 0. 1 COVlM I r-M II IUM I n CLr_VlAi11VIV 9 ) 1„ =1,_0" -- PLYWOOD SUB TOP - SS-1 �- 2' - 3" PL-1 N I I, U/C REF. i v v N CFCI � i 2'- 2 PL 1 COUNTER SECTION 5 A5 05 A5.05 PL-1 A5.05 A5.05 T-4" SS-1 PLYWOOD 51/4" 5" s SS-1 SUB TOP -F m LED TAPE LIGHT - cV LED TAPE LIGHT '�----------- a 1 1/2" M 1 1/2" 'v PL-1 3" 2"1 T-2' " 1 -3/4" A COUNTER SECTION 3 '¢ % 1,=P0, PL-1 PLYWOOD SUB TOP - SS-1 r I N N SS-1 I N V PL-1 PAMIi ADJUSTABLE SHELF , ' v ADJUSTABLE SHELF p�_1 1' - 5" � 3" 1 COUNTER SECTION 4� 1 A5.05 SS-1 ML-1 "INSIDE CABINET, cV '' d o n �nI nn IIII I I p ( 1 - 2 1/2" M Nk I I I I I I I r I I I I I I I I I I M M - 3'-4" SS-1 51/4" 5' -- ---- 5 n S PLYWOOD >R SUB TOP PL-1 - F PL-3 LU. Lu3 Cf l C LED TAPE LIGHT - N LED TAPE LIGHT 3" I1-3/4" COUNTER SECTION 1 3'- 4" 1 2 2 2 N PLYWOOD SUB TOP - ........- PL-1 PL-3 PANEL" LED TAPE Q ._.. LIGHT n M LED TAPE M LIGHT 9 M 2 1/2" 1 5/8" 1/2" 1/2" PL-1 5" 6' N SS-1 N n io ------- - PL-1 PL-1 3" 12„� 2'- 2" 13" (�3/4" COUNTER SECTION 2 1 SHEET NOTES: 1. ALL CABINETRY SHALL CONFORM TO AWI STANDARDS FOR CUSTOM GRADE. 2. CABINETS SHALL BE FULL OVERLAY STYLE. UNDERSIDE OF CABINETS SHALL MATCH CABINET FRONTS. 3. PROVIDE REQUIRED BLOCKING. INSTALL IN ACCORDANCE WITH AWI CUSTOM GRADE STANDARDS. 4. PROVIDE 20 GA. STEEL STRAP @ STUDS 24" O.C. HORIZONTALLY BEHIND CASEWORK. 5. ALL CASEWORK SHALL BE 3/4" FURNITURE GRADE PLYWOOD CONSTRUCTION, UNO. 6. ALL SUB -COUNTERS SHALL BE 3/4" MARINE GRADE PLYWOOD. ALL PLASTIC LAMINATE COUNTER SUBSTRATE SHALL BE 3/4" MDF- 7. PROVIDE P.T. 2x WOOD BLOCKING AT FLOOR, AT ALL BASE CABINETS. 8. PROVIDE ALL FILLER PANELS. MATCH TO ADJACENT CASEWORK FINISH. 9. FINISH ALL EXPOSED INTERIOR CASEWORK SURFACES WITH WHITE MELAMINE, INCLUDING INTERIOR FACES OF DOORS AND DRAWERS, TOP AND BOTTOM FACES OF SHELVES, AND ALL SURFACES OF DRAWER BOXES AND ADJUSTABLE SHELVES. FINISH ALL EXPOSED INTERIOR EDGES WITH WHITE MELAMINE EDGE BANDING. 10. PROVIDE PLASTIC LAMINATE TOE -KICK TO MATCH CASEWORK, TYP. 11. ALL FASTENERS EXPOSED TO VIEW SHALL BE BRIGHT STAINLESS FINISH (US32). 12. PROVIDE MEDIUM DUTY, FLUSH MOUNTED SHELF PILASTERS AND CLIPS, BRIGHT METAL (US2G) FINISH. 13. HINGES SHALL BE CONCEALED, FULL OVERLAY WITH 7/16" CUP DEPTH AND SOFT CLOSE FEATURE (BLUM 38C OR APPROVED EQUAL) 14. PROVIDE HEAVY DUTY, FULL -EXTENSION RUNNERS, BRIGHT METAL FINISH AT ALL FILE DRAWERS. PROVIDE MEDIUM DUTY CONCEALED RUNNERS WITH SOFT CLOSE FEATURE AT ALL OTHER DRAWERS. 15. ALL DOOR AND DRAWER PULLS SHALL BE 4" WIRE PULLS, 1 1/4" PROJECTION, U32D FINISH 16. PROVIDE SURFACE -MOUNTED CABINET LOCKS AT ALL CASEWORK EXCEPT LOUNGE ROOM, CLEAN AND DIRTY STORAGE, AND THE TRASH CABINET IN THE EXAM ROOMS. PROVIDE LOCKS FOR BOTH DOORS AND DRAWERS IN ALL NON SECURED ROOMS AND AREAS. 17. PROVIDE GROMMETS AND CAPS AT ALL UNDER -COUNTER POWER/DATA OUTLETS AT RECEPTION, NURSE, MA STATION AND PRACTITIONER WORK SURFACES. 18. MOUNT OVER -COUNTER OUTLETS 45" TO CENTER ABOVE FLOOR. 19. SEAL SEAM BETWEEN COUNTERTOP AND WALL WITH CONTINUOUS BEAD OF LATEX SEALANT, MATCH COLOR TO ADJACENT COUNTER. 20. SEE ARCHITECTURAL DRAWINGS AND FINISH PLAN FOR MORE INFORMATION. 21. ALL EXPOSED CORNERS OF COUNTERTOPS TO HAVE TYP. R= 1 112", 22- R= 2 1/2" EDGES UNLESS OTHERWISE NOTED. REFER TO SHEET 23. ID5.0 SERIES FOR CASEWORK INFORMATION. 24. FOR ALL CLEAN WORK AREAS, CASEWORK NEEDS TO HAVE A LOCKER TOP OR VALANCE TOP TO THE CEILING. REFER TO LOCKER TOP AND VALANCE TOP CASEWORK DETAIL. RYDER STANDARD NOTES 1. PLASTIC LAMINATE ALL EXPOSED CABINET SURFACES, UNLESS OTHERWISE NOTED. 2. PLASTIC LAMINATE NEW COUNTERS, TYPICAL, 3. PLASTIC LAMINATE ALL EXPOSED SURFACES ON RECPETION DESK. 4. PLASTIC LAMINATE INTERIOR SURFACES OF RECEPTION DESK. 5. CLEAR FINISH ON INTERIOR MAPLE SURFACES (NOT WHITE MEL.) 6. 3 MM PVC EDGES, TYPICAL AT COUNTERS. I M A5.05 9 1 1/2" 2'- 0 1/2" 1 1/2' iv T 1 - 5 A5.05 7 A5.05 1 2 4 2 1 I I I A5.05 A5.05 A5.05 A5.05 A5.05 3' - 3" _ 1 1/2" 2'- 0" 1 I 1!2" 3' - 3" 1' - 1 1/2" I I I N = 8 A5.05 1 1/2" I I I I I I ( N -- �I �-- L-I - - - - c I, 2,_6" I 6„I I 6„ 2'-6„ 6 1 L 1 i I ------- �I I o N _ - - - --) iN ---F11-----------I-------.--F--r - - - - - - - -(----+--Its---LLI - -------------�=1====- - ----__I__�_----__--- - ---- ---- 10 RECEIVED CITY OF TUKWILA A5.05 DEC 13 2019 PERMIT CENTER 2)/9-0, Z W w� V J/� LL U) _ ry ry ry = O 11.1 0 Q ~ N n/ It LL Q LLI co Y Q � W Y ��. 000 � ~ H 7]93 RE STE CHITS E ARCHITECT ATT IN E SE STATE OF WASHINGTON PROJECT NO.: 19074 PROJECT MGR.: DEG DRAWN BY: DRW CHECKED BY: AOR CASEWORK DETAILS COUNTER SOUTH ELEVATION FLOOR PLAN - RENTAL COUNTER 3 , = 1'-0" A5.0`5 JACKSON I MAIN ARCHITECTURE P.S. 0 2019 v N 4 3 A5.06 A5.06 A5.06 6 T-6" T _ 0„ * ,,, i ( 1' - 3„ 1' - 3" 1' _ 3„ . r---- 1 3------1- 3" --- ✓ 1'. 3„ -------- 09.10 I I I I I I I I I REF. - -- - ---- --- F---------------------- (-- N I I Sib rol-il I o I I 1 EMPLOYEE BREAKROOM KITCHENETTE - PLAN A5.06 A5.06 2'- 6" i 2' - 6" 09.11 I 09.11 I I 09.11 I I 1 T - -_- I 1 Fl 10.10 09.10 - -- --- ET F I 10.09 ICE - A / /1 1 09.11 1, _ 3,. 09.11 09.11 l' - 3" ',,- l' - 3„ V _ 3" . 1 09.11 1, _ 3„ 09.11 l' - 3" _... 7 6 - 1" 3'-0"* 1 * NOTE: CONFIRM REFRIGERATOR SIZE EMPLOYEE BREAKROOM KITCHENETTE - SOUTH ELEVATION CONNECT PLATE TO METAL STUD WALL W/ 3/4" DIA. BOLTS AND FULL LENGTH NON - COMB BACKING 3" X 24" X 3116" PLATE W/ (4) HOLES FULL PENETRATION WELD BEAD BOTH TOP AND BOTTOM 2" X 1 1/2" X 3/16" STL ANGLE W/ (3) SCREW HOLES TO BOTTOM OF COUNTER TOP NOTE: USE BRACE IN ALL CONDITIONS WHERE COUNTERTOPS CANTILEVER MORE THAN 1%6" OR AT UNSUPPORTED SPANS OF 4'-0". ALL WELDS ARE TO BE FULL LENGTH. OF COUNTER, TYP. 1/2" PLAM PLYWOOD BACK ON 1x NAILERS PLASTIC LAMINATE FINISH ON ? z (� �I 3/4" PLYWOOD ON ALL in O !I EXPOSED SURFACES (TYP) PER FINISH SCHEDULE w I' ---- PLASTIC LAMINATE ON 3/4" w PLYWOOD TOP, BOTTOM AND w SIDES AT ALL EXPOSED a Ily SURFACES I STAINLESS STEEL CABINET z 00 PULL MICROWAVE w UU .O. o_ -I -----____----------- 1'-5" WALL ASSEMBLY PER PLAN z z CONTINUOUS BEAD OF SEALANT > PLASTIC LAMINATE FINISH ON 3/4" PLYWOOD COUNTER TOP w uJ TYP. WITH BACKSPLASH w w j PLASTIC LAMINATE FINISH ON / 3/4" PLYWOOD; 2" FRONT EASED EDGES. FINISH PER FINISH SCHEDULE SINK APRON it w ! - STAINLESS STEEL CABINET w PULL PLASTIC LAMINATE FINISH ON 3/4" PLYWOOD ON ALL EXPOSED SURFACES; TYP. FINISH PER FINISH SCHEDULE BASE PER FINISH / SCHEDULE KITCHENETTE SECTION 1 1" =1'-0" - PLASTIC LAMINATE FINISH ON 3/4" PLYWOOD ON ALL EXPOSED SURFACES; TYP. ------ FINISH PER FINISH ` SCHEDULE 3/4" ADJ. SHELVES ON 1/4" HEAVY DUTY STAINLESS z STEEL CLIPS O LEVEL 02 ¢ 1/2" RECESSED SHELF 1 O,00, w STANDARD, TYP. 1/4" MELAMINE PANEL ON 1x NAILERS STAINLESS STEEL CABINET PULL J�-3/4" CONTINUOUS BEAD OF SEALANT PLASTIC LAMINATE FINISH ON 3/4" PLYWOOD COUNTER TOP TYP. WITH BACKSPLASH PLASTIC LAMINATE FINISH ON 3/4' PLYWOOD; 2" FRONT ((( EASED EDGES. FINISH PER - FINISH SCHEDULE PLYWOOD DRAWER BOX W/ MELAMINE BOTTOM. 1!4" MELAMINE. - PLASTIC LAMINATE FINISH ON 3/4" PLYWOOD ON ALL EXPOSED SURFACES; TYP. FINISH PER FINISH SCHEDULE -- 3/4" PLAM SHELF W/ 2" PLAM NOSING ON 1/2" RECESSED STAINLESS STEEL STANDARDS AND SUPPORTS; TYP BASE PER FINISH SCHEDULE AMAIRAIlk mmlmlqf A5.06 3 A5.04 DRIVER LOUNGE KITCHENETTE - PLAN 4 A5.06 T - 4 1/2" SHEET NOTES: 1. ALL CABINETRY SHALL CONFORM TO AWI STANDARDS FOR CUSTOM GRADE. 2. CABINETS SHALL BE FULL OVERLAY STYLE. UNDERSIDE OF CABINETS SHALL MATCH CAB NET FRONTS. 3. PROVIDE REQUIRED BLOCKING, INSTALL IN ACCORDANCE WITH AWI CUSTOM GRADE STANDARDS. 4. PROVIDE 20 GA. STEEL STRAP @ STUDS 24" O.C. HORIZONTALLY BEHIND CASEWORK. 5. ALL CASEWORK SHALL BE 3/4" FURNITURE GRADE PLYWOOD CONSTRUCTION, UNO. 6. ALL SUB -COUNTERS SHALL BE 3/4" MARINE GRADE PLYWOOD. ALL PLASTIC LAMINATE COUNTER SUBSTRATE SHALL BE 3/4" MDF. 7. PROVIDE P.T. 2x WOOD BLOCKING AT FLOOR, AT ALL BASE CABINETS. 8. PROVIDE ALL FILLER PANELS. MATCH TO ADJACENT CASEWORK FINISH, 9. FINISH ALL EXPOSED INTERIOR CASEWORK SURFACES WITH WHITE MELAMINE, INCLUDING INTERIOR FACES OF DOORS AND DRAWERS, TOP AND BOTTOM FACES OF SHELVES, AND ALL SURFACES OF DRAWER BOXES AND ADJUSTABLE SHELVES, FINISH ALL EXPOSED INTERIOR EDGES WITH WHITE MELAMINE EDGE BANDING. 10. PROVIDE PLASTIC LAMINATE TOE -KICK TO MATCH CASEWORK, TYP. 11. ALL FASTENERS EXPOSED TO VIEW SHALL BE BRIGHT STAINLESS FINISH (US32). 12. PROVIDE MEDIUM DUTY, FLUSH MOUNTED SHELF PILASTERS AND CLIPS, BRIGHT METAL (US2G) FINISH. 13. HINGES SHALL BE CONCEALED, FULL OVERLAY WITH 7116" CUP DEPTH AND SOFT CLOSE FEATURE (BLUM 38C OR APPROVED EQUAL) 14. PROVIDE HEAVY DUTY, FULL -EXTENSION RUNNERS, BRIGHT METAL FINISH AT ALL FILE DRAWERS. PROVIDE MEDIUM DUTY CONCEALED RUNNERS WITH SOFT CLOSE FEATURE AT ALL OTHER DRAWERS. 15. ALL DOOR AND DRAWER PULLS SHALL BE 4" WIRE PULLS, 1 14' PROJECTION. U32D FINISH 16. PROVIDE SURFACE -MOUNTED CABINET LOCKS AT ALL CASEWORK EXCEPT LOUNGE ROOM, CLEAN AND DIRTY STORAGE, AND THE TRASH CABINET IN THE EXAM ROOMS. PROVIDE LOCKS FOR BOTH DOORS AND DRAWERS IN ALL NON SECURED ROOMS AND AREAS. 17. PROVIDE GROMMETS AND CAPS AT ALL UNDER -COUNTER POWER/DATA OUTLETS AT RECEPTION, NURSE, MA STATION AND PRACTITIONER WORK SURFACES. 18. MOUNT OVER -COUNTER OUTLETS 45" TO CENTER ABOVE FLOOR. 19. SEAL SEAM BETWEEN COUNTERTOP AND WALL WITH CONTINUOUS BEAD OF LATEX SEALANT, MATCH COLOR TO ADJACENT COUNTER. 20. SEE ARCHITECTURAL DRAWINGS AND FINISH PLAN FOR MORE INFORMATION. 21. ALL EXPOSED CORNERS OF COUNTERTOPS TO HAVE TYP. R= 1 1/2", 22. R= 21/2" EDGES UNLESS OTHERWISE NOTED. REFER TO SHEET 23. 105.0 SERIES FOR CASEWORK INFORMATION. 24. FOR ALL CLEAN WORK AREAS, CASEWORK NEEDS TO HAVE A LOCKER TOP OR VALANCE TOP TO THE CEILING. REFER TO LOCKER TOP AND VALANCE TOP CASEWORK DETAIL, RYDER STANDARD NOTES: 1. PLASTIC LAMINATE ALL EXPOSED CABINET SURFACES, UNLESS OTHERWISE NOTED. 2. PLASTIC LAMINATE NEW COUNTERS, TYPICAL. 3. PLASTIC LAMINATE ALL EXPOSED SURFACES ON RECPETION DESK. 4. PLASTIC LAMINATE INTERIOR SURFACES OF RECEPTION DESK. 5. CLEAR FINISH ON INTERIOR MAPLE SURFACES (NOT WHITE MEL.) 6. 3 MM PVC EDGES, TYPICAL AT COUNTERS. 3 A5.04 I 09.11 I • I � I �I I� ...... I ; I I I 0910 1010 I I I 1 � I - 1 1'- 8 1/4" I I I 09.11 l'-81/4"* 09.11 l'-81/4'1 3'-45/8" 1 6'-91/8" 091-1 LEVEL 01 0.00, * NOTE: CONFIRM REFRIGERATOR SIZE RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER U u W LU Lu >_ U- U) �0 W O0 cl N � ry 'd 0 W =1 0000 J 00 Y Q 00 Q I-- U 00 u n93 RE CHITE E ARCHITECT ATT .W E SE STATE OF \YASHINCTCN PROJECT NO.: n93 RE CHITE E ARCHITECT ATT .W E SE STATE OF \YASHINCTCN PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR CASEWORK DETAILS N CABINET BRACE DETAIL WORK STATION COUNTERTOP - SECTION q KITCHENETTE SECTION 2 ,,_� DRIVER LOUNGE KITCHENETTE - EAST ELEVATION A5.%JU JACKSON I MAIN ARCHITECTURE P.S. 0 2019 DOOR SCHEDULE PANEL I FRAME T DETAILS MARK HARDWARE I COMMENTS 100A C 3' - 0" T - 0" HM HM 9/A8.03 SECURITY REPLACE EXISTING DOOR 100E C 3' - 0" T - O" HM HM 9/A8.03 SECURITY REPLACE EXISTING DOOR 100C C 3' - 0" T- 0" HM HM 9/A8.03 SECURITY REPLACE EXISTING DOOR 100D G 14' - 0" 14' - 0" - MFR REPLACE EXISTING DOOR 100E G 14' - 0"rl4' - 0" - MFR REPLACE EXISTING DOOR 100F G 14' - 0"4'- 0" - MFR REPLACE EXISTING DOOR 100G G 14' -0"4'- 0"MFR REPLACE EXISTING DOOR 100H G 14' - 0"4'- 0" - MFR REPLACE EXISTING DOOR 100J G 14' - 0" 4' - 0" - MFR REPLACE EXISTING DOOR 101 A 3' - 0" T - 0" HM HM 6/A8.02 102 A T - 0" T- 0" SWC HM 6/A8.02 104 E V - 0" T- 0" HM HM 6/A8.02 REPLACE EXISTING DOOR 105A - A 3' - 0" T- 0" HM HM 9/A8.03 SECURITY REPLACE EXISTING DOOR 105B A 3' - 0" _ T - 0" HM HM 9/A8.03 REPLACE EXISTING DOOR 105C G 14- 0" 14' - 0" 61A8.02 REPLACE EXISTING DOOR 105D G 14' - 0" 14' - 0" - 6/A8.02 REPLACE EXISTING DOOR 106 F 6' - 0" T- 0" HM HM 6/A8.02 REPLACE EXISTING DOOR 107 F 6' - 0" T - 0" HM HM 6/A8.02 REPLACE EXISTING DOOR 108A B T- 0" 6' - 10 1/2" AL _ HM MFR MFR U-0.60 AND SHGC: 0.35 108E A T - O" 7' - 0" SWC HM 6/A8.02 SECURITY 109 A 3' - 0" T - 0" SWC HM 61A8.02 110 G 3' - 0" T - 0" SWC HM 6/A8.02 111 A 3' - 0" T- 0" HM HM 6/A8.02 122 113 C A 3' - 0" 3' - 0" 7' - 0" T - 0" SWC SWC HM HM 61A8.02 6/A8.02 114A D 3' - 0" 7' - 0" HM HM 6/A8.02 SECURITY 114E C T- 0" T- 0" HM HM 91A8.03 SECURITY REPLACE EXISTING DOOR 114C D 3' - 0" - 0" HM 6/A8.02 115 A T. 0" _ _T 7'-0" _HM SWC HM 6/A8.02 116A D 3' - 0" T - O" SWC HM 6/A8.02 116E A S - 0" T_- 0" HM HM 6/A8.02 SECURITY REPLACE EXISTING DOOR 117 C T- 0" 0" HM HM 61A8.02 118 A 3' - 0" -T- ----- T- 0" ------------ SWC - HM 61A8.02 - 119A D 3' - 0" 7' - 0" HM HM 61A8.02 REPLACE EXISTING DOOR 119E C T- 0" T - 0" HM HM 91A8.03 SECURITY REPLACE EXISTING DOOR 201 C T- 0" T-0" SWC HM 6/A8.02 202 C T- 0" T - 0" SWC HM 6/A8.02 203 A T- 0" T. 0" SWC HM 6/A8.02 204 A T- 0" T- 0" SWC HM 61A8.02 205 C 3' - 0" T - 0" SWC HM 6/A8,02 206 A T- 0" T- 0" SWC HM 6/A8.02 REPLACE EXISTING DOOR 207 C T- 0" T- 0" SWC HM 61A8.02 208 C 3' - 0" T- 0" SWC HM 61A8.02 209 C T- 0" T- 0" SWC HM 6IA8.02 210 C T- 0' T - O" SWC _ HM 6/A8.02 211 C 3'-0" T- 0" SWC HM _ 6/A8.02 212 B T- 0" T-101/2" AL HM MFR MFR 213 A T- 0" T- 0" SWC HM 6/A8.02 E A T. 0" _ T-0" HM HM EXISTING EXISTING WINDOW SCHEDULE FRAME GLAZING DETAILS MARK HEIGHT WIDTH HEAD HEIGHT SILL HEIGHT MATERIAL -FACTOR MAX. SHGC HEADER JAMB BASE DESCRIPTION W1 4' - 0" T_ 10" T- 0" S - O" ALUM 0.28 0.35 1/A8.03 2/A8.03 3/A8.03 W2 4'-0" 4'-0" T-0" T- 0" ALUM 0.28 0.35 W3 5' - 0" 4'- 0" 8' - 0" T- 0" ALUM 0.28 0.35 1 /A8.03 2/A8.03 3/A8.03 W4 4'-0" 5'-11" 7'-0" T. U. --------------------- ------------ ALUM 0.28 --- 0.35 STOREFRONT SCHEDULE WINDOW FRAME GLAZING DETAILS MARK COUNT DESCRIPTION ROOM MATERIAL FINISH TEMPERED U-VALUE MAX. SHGC HEADER JAMB BASE AREA O O O DOOR TYPES PER SCHDL* PER SCHDL* TO TO TO �� FRAME FRAME ®-FRAME !J 0 0 0 = FIXED FIXED U) w w a a a T.O. FINISHED FLOOR N N WINDOW TYPES PER SCHDL* T.O. FINISHED FLOOR WINDOW TYPES { 12' - 11 1/2"�2' - 11 1/2" 0 F. _ LEVEL_01 0.00' SOUTH ELEVATION STOREFRONT a7 r 1/4" =1'-0" 8' - 1 5/8" �'------------.....----...---....----------------+' 2'-53/442'-551&'r 3'-21/4" i i I m o l e ff 0 ti O PER SCHDL* IF - W3 * GC TO VERIFY EXISTING DIMENSION - ---s 12'-111/4"(�2'-101/2"� T-21/4" SEE DOOR SCHEDULE 1(18A _LEVEL 01 0.00' WEST ELEVATION STOREFRONT r 114" =1'-0" SHEET NOTES: 1*4 A. CONTRACTOR TO COORDINATE REQUIRED UNDERCUT OF EACH SCHEDULED DOOR WITH SILL OR THRESHOLD DETAIL, FIRE RATING, AND ROOM MAKE-UP AIR REQUIREMENTS. B. CONTRACTOR IS RESPOSIBLE FOR THE PROPER INSTALLATION AND OPERATION OF SCHEDULED DOORS AND HARDWARE COMPLIANT WITH REQUIREMENTS OF THE ADA, ANSI, AND BUILDING CODE REQUIREMENTS, ILLUSTRATED ON G-SHEET SERIES C. COORDINATE INSTALLATION OF HARDWARE WITH THE DOOR HAND. REFER TO DRAWINGS FOR DOOR SWING AND RELATIONSHIP TO FRAME. D. PROVIDE MANEUVERING CLEARANCES AT DOORS AS REQUIRED FOR ACCESSIBILITY COMPLIANCE PER FEDERAL AND STATE REQUIREMENTS, ILLUSTRATED ON G-SHEET SERIES. E. GLAZING USED IN DOORS AND GLAZING LOCATED WITHIN A 24-INCH ARC OF THE NEAREST VERTICAL EDGE OF A DOOR AND UP TO 60 INCHES ABOVE FINISH FLOOR AND AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL HAVE APPROVED SAFETY GLAZING MATERIAL AS DEFINED BY THE 2015 IBC. F. INSTALL TRANSOM AND RELITE GLAZING ON ROOM SIDE OF FRAME, TYPICAL UNLESS OTHERWISE NOTED. G. 114 INCH IN 2 INCHES DOOR BEVEL, U.O.N. BY HARDWARE TEMPLATE REQUIREMENTS. H. HOLLOW METAL DOORS AND FRAMES SHALL BE SHOP PRIMED AND FIELD PAINTED, TYPICAL UNLESS OTHERWISE NOTED. 1. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED TO BE USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOORKNOB OR SURFACE -MOUNTED HARDWARE. J. SIDELIGHT FRAMES AT HOLLOW METAL FRAMES: PROVIDE CLOSED TUBULAR MEMBERS WITH NO VISIBLE FACE SEAMS OR JOINTS, FABRICATED FROM SAME MATERIAL AS DOOR FRAME. FASTEN MEMBERS AT CROSSINGS AND TO JAMBS BY BUTT WELDING. K. PROVIDE COUNTERSUNK, FLAT- OR OVAL -HEAD EXPOSED SCREWS AND BOLTS FOR EXPOSED FASTENERS, TYPICAL UNLESS OTHERWISE NOTED. L. GROUT GUARDS AT HOLLOW METAL FRAMES: WELD GUARDS TO FRAME AT BACK OF HARDWARE MORTISES IN FRAMES SHALL BE GROUTED. M. FLOOR ANCHORS AT HOLLOW METAL FRAMES: WELD ANCHORS TO BOTTOMS OF JAMBS WITH AT LEAST FOUR SPOT WELDS PER ANCHOR; HOWEVER, FOR SLIP-ON GYPSUM FRAMES, PROVIDE ANCHOR CLIPS OR COUNTERSUNK HOLES AT BOTTOMS OF JAMBS. N. JAMB ANCHORS AT HOLLOW METAL FRAMES: PROVIDE NUMBER AND SPACING OF ANCHORS AS FOLLOWS: 1. STUD -WALL TYPE: LOCATE ANCHORS NOT MORE THAN 18-INCHES FROM TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 32-INCHES O.C. AND AS FOLLOWS: • THREE ANCHORS PER JAMB UP TO 60-INCHES HIGH. • FOUR ANCHORS PER JAMB FROM 60 TO 90-INCHES HIGH. • FIVE ANCHORS PER JAMB FROM 90 TO 96-INCHES HIGH. • FVE ANCHORS PER JAMB PLUS ONE ADDITIONAL ANCHOR PER JAMB FOR EACH 24-INCHES OR FRACTION THEREOF ABOVE 96-INCHES HIGH. 2. POST INSTALLED EXPANSION TYPE: LOCATE ANCHORS NOT MORE THAN 61NCHES FROM TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 261NCHES ON CENTER. 0. HEAD ANCHORS AT HOLLOW METAL FRAMES: PROVIDE TWO ANCHORS PER HEAD FOR FRAMES MORE THAN 42-INCHES WIDE. P. PROVIDE DOOR SILENCERS WHERE LIGHT/ SOUND GASKETS OR WEATHER STRIPPING IS NOT OTHERWISE REQUIRED. DRILL STOPS TO RECEIVE DOOR SILENCERS AS FOLLOWS. KEEP HOLES CLEAR DURING CONSTRUCTION. 1. SINGLE -DOOR FRAMES: DRILL STOP IN STRIKE JAMB TO RECEIVE THREE DOOR SILENCERS. 2. DOUBLE -DOOR FRAMES: DRILL STOP IN HEAD JAMB TO RECEIVE TWO DOOR SILENCERS, Q. SINGLE SOURCE ALL DOORS AND FRAMES. ALL FIRE DOOR AND FRAME ASSEMBLIES SHALL BE PERMANENTLY LABELED. R. TOPS AND BOTTOMS OF ALL DOORS EXPOSED TO WEATHER SHALL BE PAINTED. S. MAGNETIC HOLD -OPEN DEVICES SHALL BE TIED TO FIRE ALARM SYSTEM. T. PROVIDE COMPLETE WEATHER STRIPPING AT ALL EXTERIOR DOORS. U. EXTERIOR GLAZING SHALL BE THERMAL INSULATING. V. EXTERIOR PERSONNEL DOORS SHALL BE INSULATED. W. DOOR HARDWARE, FINISHES AND MANUFACTURER BY OWNER. X. WHERE DOOR CLOSERS ARE PROVIDED, THEY SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS. Y. DOORS WHERE HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ARE PROVIDED SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48INCHES MAXIMUM ABOVE THE FLOOR. WHERE LOCKS ARE BEING PROVIDED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION, THEY WILL BE PERMITTED AT ANY LOCATION. Z. REFER TO'WINDOW SCHEDULE' AND'WINDOW TYPES' DRAWINGS FOR INFORMATION CONCERNING GLAZING NOT SHOWN ON'DOOR TYPES AND FRAMES' DRAWING. AA, SECURITY -ACCESS CONTROLS FURNISHED BY CONTRACTOR; ACCESS CONTROLS TO BE VERIFIED BY OWNER. BB. HARDWARE IS OWNER -SELECTED; CONTRACTOR FURNISHED AND INSTALLED. CC. WHERE TWO OR MORE GLAZING DESIGNATIONS ARE GIVEN, REFERENCE THE BUILDING ELEVATIONS FOR LOCATIONS OF PARTICULAR GLAZING TYPES. DD. REFER TO DETAIL SHEETS FOR TYPICAL FLASHING CONFIGURATIONS. EE. ALL SMOKE DOORS TO BE CONNECTED TO BUILDING FIRE ALARM SYSTEM. FF. CONTRACTOR TO COORDINATE TRIM PACKAGE AND COLORS WITH INTERIOR DESIGN DRAWINGS, FINISH SCHEDULE, AND DEVELOPMENT REVIEW APPROVALS FOR EXTERIOR COLORS. A. REFER TO WINDOW TYPES DRAWING FOR WINDOW OPERATIONS, SYMBOLS AND CONFIGURATIONS. B. REFER TO DOOR TYPES DRAWING FOR STOREFRONT FRAMES HAVING SWINGING ENTRANCE ENTRANCE DOORS, SIDELIGHTS AND TRANSOMS WHEN INDICATED TO BE PROVIDED FOR PROJECT. C. WINDOW DIMENSIONS ARE NOMINAL OUT -TO -OUT FRAME (WIDTH x HEIGHT). D. ALL EXTERIOR GLAZING SHALL BE THERMAL INSULATING TWO LITE WITH SPAC BETWEEN GLASS LITES FILLED WITH ARGON. E. LABEL FIRE PROTECTION RATED GLAZING ASSEMBLIES IN ACCORDANCE WITH THE BUILDING CODE(S). F. FRAME FINISH COLOR SHALL BE SELECTED FROM MANUFACTURER'S FULL RANGE OF COLORS BY ARCHITECT. G. ALL OPERABLE WINDOWS SHALL HAVE ALUMINUM FRAMED FIBER MESH INSECT SCREENS, COLOR SHALL BE SELECTED FROM MANUFACTURER'S FULL RANGE OF COLORS BY ARCHITECT. J. ALL GLAZING SHALL BE CLEAR, UNLESS OTHERWISE NOTED. K. ALL EXPOSED WINDOW HARDWARE (COLOR AND FINISH) SHALL BE SELECTED FROM MANUFACTURER'S FULL RANGE BY ARCHITECT. L. ALL OPERABLE WINDOWS SHALL BE PROVIDED WITH MANUFACTURER'S STANDARD LOCKING SYSTEM. M. ALL OPERABLE WINDOWS SHALL BE FULLY WEATHER STRIPPED. P. INSTALL TRANSOM AND RELITE GLAZING ON ROOM SIDE OF FRAME. Q. SINGLE SOURCE ALL WINDOW ASSEMBLIES. R. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES. THE NET CLEAR OPENING DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF THE OPENING, CONTRACTOR TO VERIFY. RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER U z U) Q r W r W� U) X LL (�J%' 03: p ~ N 0 I- LL 00 Q J W 00 00J r Y J Obi Q cy) L r U Lij Q W 'S 00 :D 4.11ASII-T.11 PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR DOOR & WINDOW SCHEDULE 7t m m a CONF. ELEVATION STOREFRONT a7 r J 1/4" = l'-0" *GC TO VERIFY EXISTING DIMENSIONS A 7. ()`l JACKSON I MAIN ARCHITECTURE P.S. 0 2019 -------------------------------------- INTERIORS ROOM FINISH SCHEDULE NO. ROOM NAME 0O LU m WALL CEILING COMMENTS MATERIAL N Bz- 6 W < HEIGHT 100 SHOP FL-04 EXISTING PT-04 O.T.S. VARIES _ 101 LOCKER ROOM FL-03 B-02 GYP/TILE CT-01 2X2 ACT 8'-01, 102 SHOWER FL-03 B-02 GYPfTILE CT-01 2X2 ACT 8'-0" 104 LUBE ROOM FL-04 JUST. METAL PT-04 EXST. PLY. VARIES 105 WASH BAY FL-04 - EXST. METAL PT-03 O.T.S. VARIES 106 WASH BAY AUXILIARY FL-04 - EXST.METAL PT-03 O.T.S. VARIES 107 WASH BAY AUXILIARY 1 FL-04 - EXST. METAL PT-03 O.T.S. VARIES 108 RENTAL LOBBY FL-03 B-01 GYPSUM PT-01 2X2 ACT 8'-0" 109 STORAGE_ FL-02 B-01 GYPSUM PT-01 GYPSUM 8'4" ._............ 110 OFFICE FL-01 B-01 GYPSUM PT-01 2X2 ACT 8'-0" ACRYLIC "RYDER" LOGO PER WALL FINISH PLAN 111 DRIVER LOUNGE FL-02 B-01 GYPSUM PT-01 2X2 ACT 8'-0" _ 11_2 OFFICE _ FL-01 B-01 GYPSUM PT-01 2X2 ACT 8'-0" 113 TOLIET FL-03 B-02 GYPTTILE CT-01 GYPSUM 814, 114 STAIR 1 FL-02 B-01 GYPSUM PT-01 2X2 ACT 8'-0" 114 STAIR 1 _ FL-02 B-01 GYPSUM PT-01 2X2 ACT 8'-0" 115 STORAGE FL-02 _ B-01 GYPSUM PT-01 EXST. GYP. EXISTING 116 - PARTS ROOM _ FL-02 B-01 GYPSUM PT-01 -�----------- O.T.S. ------ VARIES ------- 117 OFFICE FL-01 B-01 GYPSUM PT-01 2X2 ACT V-O" _ ACRYLIC "RYDER" LOGO PER WALL FINISH PLAN 118 CLOSET FL-02 B-01 GYPSUM PT-01 EXST. GYP. EXISTING 119 _ STAIR 2 - __ _Ft-_02 ______ B-01 G_YPSUM PT-01 2X2 ACT 8'-0" 120 ELECTRICAL FL -EC B-01 GYPSUM _ EX-01 O.T.S. VARIES 200 SHOP MEZZANINE FL-EP B-01 EXISTING PT-04 O.T.S. VARIES 201 EMPLOYEE BREAKROOM FL-02 B-01 GYPSUM PT-01 2X2 ACT 8'-0" 202 OFFICE FL-01 B-01 GYPSUM PT-01 2X2 ACT 8'-0" 203 RESTROOM FL-03 B-02 GYPMLE CT-01 GYPSUM 204 RESTROOM FL-03 B-02 GYPTTILE CT-01 GYPSUM 8'-4" 205 OFFICE FL-01 _ B-01 GYPSUM PT-01 2X2 ACT 8'-0" 206 ELEC./MECH. FL -EC - GYPSUM EX-01 O.T.S. VARIES 207 OFFICE FL-01 B-01 GYPSUM PT-01 2X2 ACT 8'-0' 208 OFFICE FL-01 B-01 GYPSUM PT-01 2X2 ACT 8'-0" 209 OFFICE FL-01 B-01 GYPSUM PT-01 2X2 ACT 8'-0" 210 OFFICE FL-01 B-01 GYPSUM PT-01 2X2 ACT 8'-0" 211 OFFICE FL-01 B-01 GYPSUM PT-01 _ 2X2ACT 8'-0" 212 CONFERENCE ROOM FL-01 B-01 GYPSUM PT-01 2X2 ACT ACRYLIC "RYDER" LOGO PER WALL FINISH PLAN 213 FLEX SPACE FL-02 B-01 GYPSUM PT-Ot 2X2 ACT 8'-0' ACRYLIC "RYDER" LOGO PER WALL FINISH PLAN CODE PRODUCT TYPE LOCATIONJAREA VENDOR/MANUFACTURER FINISH/COLLECTION COLOR PRODUCT NOTES/CONTACT IMAGE DIMENSIONS FLOORING FL-01 CARPETTILE THROUGHOUT, SEE FINISH BIGELOW COMMERCIAL ARTIST -II 999-WRITER INSTALL: QUARTER TURN PLAN FL-02 VINYL COMPOSITION TILE STAIR LANDING ARMSTRONG IMPERIAL 51915 INSTALL ATSTAIR LANDING FL-113 CERAMIC FLOOR TILE THROUGHOUT, SEE FINISH CROSSVILLE CROSS COLORS A850 GRAPHITE, 12" X 12" N/A PLAN CROSS-TRAD (CTS) FL-04 EPDXY & URETHANE TOP THROUGHOUT, SEE FINISH DUR-A-FLEX POLYCRETE SLB SLATE GREY N/A INSTALL: MONOLITHIC REP CONTACT: COAT SELF -LEVELING PLAN BRYCEN RIBORDY- PROJECT MANAGER FLOOR W/QUARTZ QUESTMARK FLOORING CELL: 602-697- AGGREGATE 7635 FL -ET EXISTING CERAMIC TILE THROUGHOUT, SEE FINISH EXISTING EXISTING EXISTING EXISTING EXISTING N/A PLAN FL-EP EXISTING PLYWOOD SHOP MEZZANINE EXISTING EXISTING EXISTING EXISTING EXISTING N/A FL -EC EXISTING CONCRETE UTILITY ROOMS EXISTING EXISTING EXISTING EXISTING EXISTING N/A CODE PRODUCT TYPE LOCATION/AREA VENDOR/MANUFACTURER FINISH/COLLECTION COLOR PRODUCT NOTES/CONTACT IMAGE DIMENSIONS RB-01 BASE MATERIAL; RUBBER THROUGHOUT JOHNSONITE COVE BASE 40- BLACK 4" H REP CONTACT: T&A SUPPLY - NORA BASE VIVARELU 206.409,3870 �Il TB-01 BASE MATERIAL, TILE INSTALL AT FL-07 LOCATIONS CROSSVILLE CROSS COLORS A850 GRAPHITE, 12" X 12" BASE CROSS-TRAD (CTS) TS-03 FLOORING ACCESSORY- INSTALL AT CARPET TO TILE SCHLUTER SYSTEMS, INC. SCHIENE; AE45 ANODIZED 3/16" GC TO PROVIDE ALT. FOR APPROVAL SCHLUTER TRANSITION TRANSITIONS, TYP. ALUMINUM STRIP TS-04 FLOORING ACCESSORY- INSTALL AT CONCRETE TO TILE SCHLUTER SYSTEMS, INC. REND-U;AEU35 ANODIZED 1/8" GC TO PROVIDE ALT. FOR APPROVAL SCHLUTER TRANSITION TRANSITIONS, TYP. ALUMINUM STRIP 3nmm-t/8- Aluminum PAINT AND WALL FINISHES PT-01 PAINT PER FINISH SCHEDULE SHERWINWILLIAMS B31W400 PROMAR; SW 7057 SILVER N/A PROVIDE TWO COATS OVER ONE COAT INTERIOR LATEX; STRAND B28W400 PREP -RITE 400 INTERIOR LATEX SHEEN: EGGSHELL PRIMER (NO COLOR) PT-02 PAINT PER FINISH SCHEDULE SHERWINWILLIAMS WATER BASED SW 7057 SILVER N/A PROVIDE TWO COATS OVER ONE COAT CATALYZED EPDXY; STRAND PREP -RITE 400INTERIOR LATEX PRIMER SHEEN: EGGSHELL CODE PRODUCTTYPE LOCATION/AREA VENDOR/MANUFACTURER FINISH/COLLECTION COLOR PRODUCT DIMENSIONS NOTES JCONTACT IMAGE PT-03 PAINT PER FINISH SCHEDULE SHERWINWILLIAMS MACROPDXY 646 SW 7065 ARGOS N/A PROVIDE TWO COATS OVER ONE COAT 842 858W610 KEN CATI-COAT FILLER/SEALER FLAT PT-04 PAINT PER FINISH SCHEDULE SHERWINWILLIAMS METALLIC DTMALKYD SEENOTES N/A PROVIDE TWO COATS OVER ONE COAT SHEEN: SEMI GLOSS SHERWIN WILLIAMS PRIMER APPROPRIATE TO MATERIAL. 'PROVIDE SHERWIN WILLIAMS CITYSCAPE (SW-7067) FROM 0'-0" A.F.F. TO 9'-0" A.F.F. 'PROVIDE SHERWIN WILLIAMS HEARTH OR ISW6866) FROM 9'-O" A.F.F. TO 10'-4" A.F.F. I 'PROVIDE SHERWIN WILUAMSARGOS (SW 7065) FROM SO'-4" TO UNDERSIDE OF FINISH SCHEDULE ISHERWIN WILLIAMS GLOSS I I 185OWZ30 GALVITE HS PT-06 PAINT PER FINISH SCHEDULE SHERWINWILLIAMS SHEEN: SEMI GLOSS SW 7664 STEELY GRAY N/A PROVIDE ONE COAT PRO-CRYL UNIVERSAL ACRYLIC PRIMER TOP COAT W/ TWO COATS INDUSTRIAL ENAMEL ALKYD 6 LOSS @ WASH BAY. PROVIDE TWO COATS MACROPDXY 646 DIRECT TO STEEL �'�- s .,s�i';""`'A° �'�" "k. �'�'�'' •` +"�Fs; i L"-La7T `'sx'F�a's) PT-07 PAINT PER FINISH SCHEDULE SHERWINWILLIAMS 831W400 PROMAR SW 7067 CITYSCAPE N/A PROVIDE TWO COATS OVER ONE COAT INTERIOR LATEX; 828W400 PREP -RITE 400INTERIOR LATEX SHEEN: EGGSHELL PRIMER (NO COLOR) PT-08 PAINT PER FINISH SCHEDULE SHERWINWILLIAMS 831W400 PROMAR SW 6865 GYPSY RED N/A PROVIDE TWO COATS OVER ONE COAT INTERIOR LATEX; BZBW400 PREP -RITE 400INTERIOR LATEX SHEEN; EGGSHELL PRIMER (NO COLOR)I CF-01 CERAMICWALLTILE PER WALL FINISH PLAN CROSSVILLE CROSS COLORS; A850 GRAPHITE 8"X8" GROUT:"DARK GREY" SEALED PER MEWS POLISHED RECOMMENDATIONS; NOTE: 'PROVIDE TILE FROM 0'-0" A.F.F. TO 6'-0" A-F.F. CT-02 ICERAIMICTILE PER WALL FINISH PLAN jTBD GLOSSY MATCH "SW 6865 3" X 6" GROUT: "DARK GREY" SEALED PER MFG'S EXISTING CASEWORK FINISHES PL-1 HIGH PRESSURE VERTICAL CASEWORK FINISH WILSONART HORIZONTAL GRADE D-92-60 DOVE GREY N/A INSTALL AT OUTER AND INNER PANELS LAMINATE THROUGHOUT FINISH AND CABINETS _ - PL-3 HIGH PRESSURE VERTICAL CASEWORK FINISH FORMICA HORIZONTAL GRADE BRUSHED STAINLESS N/A INSTALL AT FRONT RENTAL COUNTER LAMINATE THROUGHOUT FINISH STEEL WM2178-99 ACCENT ML-1 HIGH PRE55URE INTERIOR CABINET DRAWERS WHITE MELAMINE N/A INSTALL AT INTERIOR OF CABINET LAMINATE DRAWERS SS-1 HIGH PRESSURE COUNTERTOPS/WALL CAPS WILSONART HORIZONTAL GRADE CORIAN"DEEP SPACE" N/A INSTALL ATTRANSACTION TOP AND WORK LAMINATE THROUGHOUT FINISH SURFACE AC.02 CASEWORK EDGE DETAIL COUNTER EDGE AT ALL PVC BLACK 3MM GCTO PROVIDE ALT. FOR APPROVAL N/A RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER V Lo 75 TO W X LlJ rr�� vJ of TT LL y V) = I" 1Y W 0 > r � ~ i- 04 O 0 J W � J r— QOc) F— � > w 3: =� r) O 0 r 7793 REGISTERS ARCHITECT ATTF WE ASE E STATE CF YfASHINGTON PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR FINISH SCHEDULE A7.uz JACKSON I MAIN ARCHITECTURE P.S. 02019 GENERAL NOTES: STEEL FRAMING ALL NON -LOAD BEARING METAL WALL FRAMING SHALL BE 20 GAUGE, U.N.O. PROVIDE 20 GAUGE METAL STUD WALL FRAMING FOR WALL THAT EXCEED THE HEIGHT LIMITATIONS PER BELOW: 1. 2-1/2" METAL STUDS: 10'-9" 2. 3-518" METAL STUDS: 14'-0" 3. 4" METAL STUDS: 15'-0" 4. 6-8" METAL STUDS: 20'-0" ADDITIONALLY PROVIDE, 2-GAUGE DOUBLE METAL STUD WALL FRAMING AT THE FOLLOWING LOCATIONS: 1. DOUBLE STUD JAMB ASSEMBLIES AT OPENINGS 2. FIRST STUD IN THE PARTITION BEYOND THE DOUBLE STUD JAMB ASSEMBLY. LOCATE STUD 6" FROM THE DOUBLE STUD ASSEMBLY, 3. STUDS TO WHICH CEMENTITIOUS BACKER BOARD ARE INSTALLED FOR WET AREAS. 4. STUDS TO WHICH WALL MOUNTED EQUIPMENT, INCLUDING OWNER FURNISHED EQUIPMENT, IS TO BE INSTALLED. 5. STUD INFILL AND SILL TRACK BELOW WINDOW OPENINGS. 6. STUDS INSTALLED FOR OPENING HEADS BETWEEN DOUBLE STUD JAMB ASSEMBLIES. SCHEDULE OF MATERIALS 1. 5/8" GYPSUM BOARD PAINTED WITH P.V.A. PRIMER 2. STEEL STUDS 3. 5/8" GYPSUM BOARD PAINTED WITH P.V.A. PRIMER INTERIOR INTERIOR Si3-0.1 3-5/8" STEEL STUD (SHOWN) Si6-0.1 6" STEEL STUD SIM. S18-0.1 8" STEEL STUD SIM. ------ ----------- -------------- STC RATING- ALL LISTED 35-42 Si3-OA.1, Si4-OA.1M, Si6-OA.1, Si8-OA.1 : 50-54 WALL TAG LEGEND WALL HEAD CONFIGURATION (BLANK WHEN NOT USED) LOCATION 'I' = INTERIOR PARTITION 'e'= EXTERIOR WALL sea FIRE/ ACOUSTIC RATING 2A ='- FIRE RATING IN HOURS DASHED WHEN NOT USED JMA WALL ASSEMBLY IDENTIFICATION NUMBER -- MATERIAL AND CORE THICKNESS S = STEEL STUD PARTITION S4 = 4" STEEL STUDS S6 = 6" STEEL STUDS SC = STEEL'H' CHANNEL (DUCTS) GENERAL NOTES: PARTITION TYPES A. REF. GENERAL INFORMATION SHEETS FOR GRAPHIC STANDARDS INCLUDING BUT NOT LIMITED TO ABBREVIATIONS, SYMBOLS, POCHES, DIMENSIONING. B. WALL ASSEMBLIES ARE SHOWN AS PLAN VIEW U.N.O. C. EXTERIOR WALL ASSEMBLIES SHALL HAVE A CONTINUOUS BEAD OF SEALANT AT THE BASE AND HEAD AT INTERIOR SIDE OF ASSEMBLY. D. PARTITION TYPE INDICATIONS INDEPENDENT OF APPLIED FINISHES. REF. FINISH SCHEDULE AND/OR THE DESIGNATIONS ON THE PLAN FOR ADDITIONAL INFORMATION REGARDING APPLIED FINISHES. E. WHERE PARTITION TYPE INDICATIONS ON FLOOR PLAN ARE INTERRUPTED BY DOOR OPENINGS, GLAZED PARTITIONS, ETC, PARTITION CONSTRUCTION ABOVE THE INTERRUPTION (AND WHERE APPLICABLE BELOW) MATCHES PARTITION IN WHICH THE INTERRUPTION OCCURRED, AND IN SAME PLANE, F. MASONRY AND STONE ASSEMBLIES ARE TO HAVE TIES, HORIZONTAL OR VERTICAL REINFORCEMENT PER STRUCTURAL. G. THE MINIMUM REQUIREMENTS FOR CONSTRUCTION OF EACH PARTITION TYPE AS INDICATED BY FIRE RATING REFERENCE APPLICABLE TO THE WORK OF THIS PROJECT. HOWEVER, ADDITIONAL AND/ OR MORE RESTRICTIVE REQUIREMENTS MAY BE INDICATED BY SPECIFICATION AND DRAWINGS. SUCH REQUIREMENTS ALSO APPLY AND GOVERN, REQUIREMENTS INCLUDE BUT ARE NOT LIMITED TO: 1. USE 16" O.C. MAX STUD SPACING, U.N.O. IN SPACING STATED BY REFERENCED APPROVAL OR TEST REPORT IS MAX SPACING. 2. WHERE COLD -FORMED METAL FRAMING IS USED, USE STUD GAUGE INDICATED IN THE GENERAL FRAMING NOTES BELOW, IN SPECIFICATIONS BOOK (WHEN INCLUDED) OR PER STRUCTURAL. THE GAUGE STATED BY REFERENCED APPROVAL OR TEST REPORT SHALL ALWAYS BE MINIMUM GAUGE. 3. USE STANDARDS OF DEPTH INDICATED BY DRAWINGS. DEPTH STATED BY REFERENCED APPROVAL OR TEST REPORT IS MINIMUM DEPTH. H. INSTALL CEMENTITIOUS BACKER BOARD OR WATER-RESISTANT GYP. BD. AT THE FOLLOWING LOCATIONS: 1. ALL WALL ENCLOSURES AT JANITOR SINKS. 2. AT WET LOCATIONS, SUCH AS SHOWER STALLS, TUBS WITH A SURROUND, OR BEHIND DRINKING FOUNTAINS. 3. WHERE CERAMIC TILE FINISHES ARE INDICATED. (REF. FINISH SCHEDULE, PLANS, AND/ OR INTERIOR ELEVATIONS.) 4. AT OTHER LOCATIONS, AS INDICATED BY THE SPECIFICATIONS (WHEN USED) OR PER FINISH SCHEDULE. 1. SOUND TRANSMISSION REQUIREMENTS APPLY TO COMMON FLOOR & CEILING ASSEMBLIES, BETWEEN ALL ADJACENT CLASSROOMS OR DWELLING UNITS AND BETWEEN CLASSROOMS OR DWELLING UNITS AND ADJACENT PUBLIC SPACES SUCH AS HALLS, CORRIDORS, STAIRS AND SERVICE AREAS (2012 SBC 1207). J. PROVIDE SOUND ATTENUATING INSULATION FULL HEIGHT OF WALL AT ALL: LAUNDRY ROOM WALLS, TOILET ROOM WALLS, SLEEPING AREAS ADJACENT TO ANY TYPE OF SHAFT OR ANOTHER SLEEPING AREA. K. IN STC-RATED ASSEMBLIES STC 50 (45 IF FIELD TESTED) OR GREATER, ANY PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES FOR PIPING, ELECTRICAL DEVICES, RECESSED CABINETS, BATHTUBS, SOFFITS, OR HEATING, VENTILATING OR EXHAUST DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN THE STC RATING. THIS REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT ENTRY DOORS, HOWEVER SUCH DOORS SHALL BE TIGHT FITTING TO FRAME AND SILL. L. SOUND -RATED ASSEMBLIES - SOUND CONTROL: SYSTEMS SHALL BE AIR -TIGHT. ITEMS THAT PENETRATE THE GYPSUM BOARD SHALL NOT BE LOCATED BACK-TO- BACK OR IN THE SAME STUD CAVITY. ANY OPENINGS FOR FIXTURES OR PIPES SHALL BE CUT TO THE PROPER SIZE AND SEALED. THE ENTIRE PERIMETER OF A SOUND -INSULATING SYSTEM SHALL BE MADE AIR TIGHT TO PREVENT SOUND FLANKING, FLEXIBLE SEALANT OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL BETWEEN THE STC-RATED SYSTEM AND ALL DISSIMILAR SURFACES AND ALSO BETWEEN THE SYSTEM AND SIMILAR SURFACES WHERE PERIMETER RELIEF IS REQUIRED. TAPING GYP. BD. AND WALL -CEILING INTERSECTIONS PROVIDES AN ADEQUATE AIR SEAL AT THESE LOCATIONS (ASTM E 497; GA MANUAL SECTION III). M. ALL FIRE RATED WALLS SHALL HAVE A LEAKAGE RATING. N. NFPA 285 FIRE TESTING SHALL BE REQUIRED FOR FOAM/ CLADDING/ W.R.B./ A.B. IN ANY TYPE 1A CONSTRUCTION. 0. REFER TO STRUCTURAL DRWANGS FOR SHEAR WALL ATTACHMENT, LOCATIONS AND EDGE BLOCKING REQ'S. STRUCTURAL SHEAR WALL SCHEDULE DOE NOT SUPERSEDE FIRE RATED ASSEMBLIES AND IS TO BE CLAD OUTSIDE OF THE FIRE RATED ASSEMBLY. P. REFERENCE ENERGY CODE ANALYSIS FOR THICKNESS OF BATT INSULATION. ANY WALL REQUIRING BATT INSULATION IS TO FULL EXTENTS OF THE CAVITY AND ALL PENETRATIONS INTO SUCH WALLS SHALL BE THERMALLY SEALED. STAGGER SEAMS 24" FROM EACH OTHER. INSTALL CONTINUOUS ACOUSTICAL SEALANT AT TOP AND BOTTOM OF FIRST GYPSUM BOARD LAYER IN ALL DOUBLE LAYER GYPSUM BOARD WALL CONSTRUCTION. INSTALL CONTINUOUS FIRE SEALANT AT TOP AND BOTTOM OF SECOND GYPSUM BOARD LAYER ONLY, WHEN USED TO MAINTAIN RATINGS. Q. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE COMPLIMENTARY, AND NOTES LISTED ON OTHER SHEETS MAY HAVE BEARING/ APPLICATION TO WORK SHOWN ON THIS SHEET. RECEIVED CITY OF TUKWILA PERMIT CENTER MARKING OF CONCEALED FIRE RATED WALLS PER BUILDING CODE -MARKING AND IDENTIFICATION WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR; FLOOR -CEILING OR ATTIC SPACE, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS, AND SMOKE PARTITIONS, OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE CONCEALED SPACE. SUCH IDENTIFICATION SHALL: A. BE LOCATED WITHIN 15 FEET (4572 MM) OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET (9144 MM) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION. B. INCLUDE LETTERING NOT LESS THAN 3 INCHES (76 MM) IN HEIGHT WITH A MINIMUM 3/8-INCH (9.5 MM) STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS", OR OTHER EQUAL APPROVED WORDING. JACKSON AMAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324,4800 W W W.JACKSONMAIN.COM I I `LiLl 7793 RE CHITE E ARCHITECT ATT IN E SE STATE CF 1VA5HINGTM PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR WALL ASSEMBLIES ■ JACKSON I MAIN ARCHITECTURE P.S. 0 2019 r a RONDEC GROUT SCHULTER RONDEC-DB HEIGHT PER INTERIOR ELEV. TILE GROUT WALL ASSEMBLY PER FLOOR PLAN '.. METAL CORNER BEAD TYP. AT EXPOSED CORNERS STOREFRONT ASSEMBLY PER SCHEDULE \ — SHIM CONTINUOUS METAL "J" INTERIOR MOULD AT EXPOSED GYPSUM BOARD, ENDS TYP. INT. STOREFRONT JAMB AT STUD WALL I TILE SCHLUTER DILEX-AHK TILE GROUT i TOP OF TILE WALL TRANSITION TILE FLOOR TO WALL TRANSITION �/ 2' x 4' ACOUSTICAL CEILING TILE (A.C.T.) \ \ \ JOIST MAIN RUNNER \ I THREAD CLG \\\ SUSP. WIRE ATTACHMENTI \\ / \ CLG. WIRE \ r TYP. (4) #12 GA. WIRE SEISMIC \ PLAN BRACE PER ASTM C 635 \ VERTICAL SEISMIC AND ASTM C 636 / STRUT TO MEET ASTM C 635 ASTM C 636 STRUCTURAL \ � � � \ � FRAMING— , ' ACT2x4 -- NOTE: —.................... .- 1. ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER APPLICABLE I 4' - 0" MIN BUILDING CODE REQUIREMENTS. 2. SEISMIC SEPARATION JOINTS NOT SECTION REQUIRED FOR CEILINGS UNDER 2,500 SQ. FT. IN AREA. SUSPENDED CEILING SEISMIC BRACE 1/2" =1'-0" NOTE: ALL CROSS M 'MBERS & MAIN RUNN R TO E IND PENDE TL`(, SUPP RT D T MAX F 8" F 0M \ THE ENDS SEISMI STRUT. NOTE: THEM TIE TO IN RERS ETH R E pS F MEMB RS TO REVS T I SPR DIN ` ACID JSTICAl SEISMIC AS BRACE M C 63 PER AND CEILING (2'X4') PANE S AS M C 636 IDSOFMAIj� RUNNIER & SS MEM ERS MAY CHANNELS ddNRRTWOWALLS(((O��fffJJJ OP�� E EhCE BE SECURED Wi IN FIR HE E :?I Irjl IRF ANS SUST AR PPRRTIED AT E SIR M WALL ( 1/ YYY ti 6, - 0" MAX. 12• - 0" MAX. N�: SUSP. CLG. SEISMIC STRUC. 12 1/4" =1'-0" r A.C.T. CEILING SYSTEM SHALL REINSTALLED PER APPLICABLE BLDG CODE REQUIREMENTS mintaggreiv INTERIOR WALL ASSEMBLY PER FLOOR PLANS CONTINUOUS PERIMETER j SEALANT EACH SIDE SHIM AS NEEDED - CONTINUOUS METAL "J" E z MOULD AT EXPOSED W Z GYPSUM BOARD ENDS, o p TYP. H- 0 w STOREFRONT ASSEMBLY UU PER SCHEDULE K INT. STOREFRONT HEAD AT METAL WALL -- 3„ =1' V WALL ASSEMBLY PER PLAN DOUBLE C-SHAPES HEAD TRACK CONT SEALANT AT PERIMETER (BOTH SIDES) HM FRAME PER SCHEDULE ------- DIMENSION POINT (LOCATE BENEATH DOOR LEAF, WHERE OCCURS AT DOOR OPENING) METAL REDUCER (SIMILAR TO SCHLUTER RENO-U) STONE TILE, CERAMIC TILE, PORCELAIN TILE, OR 1 MAX-------- QUARRY TILE (THINSET) C3020.13 CONCRETE TO HARD TILE 1 IT =1'-0" I� DIMENSION POINT (LOCATE BENEATH DOOR LEAF, WHERE OCCURS AT DOOR OPENING) GLUE -DOWN CARPET OR GLUE -DOWN MAT METALREDUCER (SIMILAR TO SCHLUTER RENO-TK) STONE TILE, CERAMIC / TILE, PORCELAIN TILE, OR / QUARRY TILE (THINSET) , SEAL/SILENCERS PER SCHEDULE DOOR PER SCHEDULE •- •••- �• A I CIVUCU 1'KHIN INU ANU A[ l AL H O STRUCTURE ABOVE. GYPSUM CARD TO BE FULL HEIGHT ON IANUFACTURER SIDE. _ _CEILING HEIGHT ®, PER PLAN SUSPENDED CEILING PER REFLECTED CEILING PLAN " EDGE MOLDING TYP. TO MATCH USPENDED CEILING SYSTEM JALL ASSEMBLY PER PLAN NOTE: ENTIRE A.C.P. CEILING SYSTEM SHALL BE INSTALLED PER BUILDING CODE REQUIREMENTS. SUSPENDED CEILING TO INT. WALL BRACING PER DETAIL MAIN OR CROSS TEE SUSPENDED CEILING PER REFLECTED CEILING PLAN ACOUSTICAL SEALANT (TYP) METAL CASING BEAD TOP RUNNER WITH (2) 7"x7/16" STEELER 023 ASTM A-446 SCREWS AT 4'4' O.C. WALL ASSEMBLY PER PLAN ENTIRE A.C.P. CEILING SYSTEM SHALL BE INSTALLED PER BUILDING CODE REQUIREMENTS. WALL TO SUSPENDED CEILING 8 J 3" = T-0" 21 C3020.12 CARPET TO HARD TILE SUSPENDED CEILING PER REFLECTED CEILING PLAN CEILING HEIGHT__ PER PLAN 2" EDGE MOLDING TO MATCH SUSPENDED CEILING SYSTEM, TYP. WALL ASSEMBLY PER PLAN RECEIVED CITY OF TUKWILA DEC 13 2019 NOTE: ENTIRE A.C.P. CEILING SYSTEM SHALL BE PERMIT CENTER INSTALLED PER BUILDING CODE REQUIREMENTS. WALL THROUGH SUSPENDED CEILING J T =1,-0" BLOCKING AT TOP OF WALL AS REQUIRED. SECURE WALL TO STRUCTURE ABOVE. SUSPENDED CEILING PER REFLECTED CEILING PLAN CEILING HEIGHT_®, PER PLAN \� 2" EDGE MOLDING TYP TO MATCH SUSP. CLG SYSTEM. WALL ASSEMBLY PER PLAN _SOFFIT HEIGHT ®, PER RCP FRAMED HEADER 1 q- 61� Ed � Y =1'-0" >Q � WX W cr- u- = O� N 'I O Q 00 W00 J Y r U? W 'S =1 00 CO 1- 7793 REGISTERS ARCHITECT ATT W E SE STATE CF 11A111-TON PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR INTERIOR DETAILS A8.%i JACKSON I MAIN ARCHITECTURE P.S. 02019 COLUMN, REF. STRUCTURAL FOR SIZING DOME CONCRETE AT TOP MINIMUM 12" 0 CONCRETE COLUMN BASE WITH DOMED CONCRETE TOP ELEVATION COLUMN - TYPICAL GUARD 3/4" =1'-0" am Z PLAN r..,, , ---S OF iITE NOTE: PROVIDE PAINTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED ON SITE PLANS PARKING DIRECTIONAL ARROW DOUBLE 1 Y 112" =1'-0" 0 0� tV PAINT WITH 2 COATS OF TRAFFIC LINE WHITE NOTE: PROVIDE PAINTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED ON SITE PLANS PARKING DIRECTIONAL ARROW SINGLE 1 J 1/2" = 1'-0" y EXISTING OR NEW EXTERIOR SIDING MATERIAL EXISTING WALL ASSEMBLY PER PLAN EXISTING SHEATHING EXISTING HEAD TRACK CONT SEALANT AT PERIMETER (BOTH SIDES) HM FRAME PER SCHEDULE NEW FLASHING SEAUSILENCERS PER SCHEDULE DOOR PER SCHEDULE EXTERIOR H.M. DOOR IN STEEL WALL EXISTING EXTERIOR WALL, VERIFY EXTERIOR SUBSTRTE I GROUT WITH �. REINFORCING MESH NEW WRB BEHIND GROUT NEW CMU VENEER PER ELEVATION G \ OVERLAP WRB OVER FLASHING / II METAL FLASHING, MATCH I CMU VENEER COLOR I CMU VENEER TO GROUND TRANSITION EXTERIOR 2 LAYERS W.R.B. EXISTING WALL ASSEMBLY MORTAR JOINT - TYPICAL ADHERED MANUFACTURED CMU VENEER MORTAR SETTING BED OVER MORTAR SCRATCH COAT EXTRA LAYER W.R.B. 12" EACH DIRECTION FROM CORNER PROVIDE CMU VENEER CORNER PIECES PER MANUFACTURER LATH TO WRAP AROUND CORNER TO NEXT FRAMING MEMBER, LAP AND SECURE CMU VENEER @ OUTSIDE CORNER t''% 11/2"=1W INTERIOR NEW OR EXISTING EXTERIOR SIDING MATERIAL EXISTING SHEATHING EXISTING BATT INSULATION FLEXIBLE SEALANT & FLEXIBLE BACKER STOREFRONT PER PLAN CORNER BEAD 5 j STOREFRONT HEADER DETAIL EXISTING EXTERIOR WALL, VERIFY EXTERIOR SUBSTRTE EXISTING EXTERIOR METAL SIDING PRE -FINISHED EDGE TRIM BY METAL PANEL MANF. PRE -FINISHED EDGE TRIM BY CEMENTITIOUS PANEL MANIC. OVERLAP EXISTING WATER BARRIER WITH NEW WATER BARRIER GROUT WITH I REINFORCING MESH I. NEW CMU VENEER \ PER ELEVATION CMU VENEER TO EXIST. MTL. SIDING v J 3" =,,-0, ALUMINUM STOREFRONT PER SCHEDULE CONTINUOUS BEAD OF SEALANT aLSHIM AS REQUIRED. CONTINUOUS BEAD OF SEALANT AND BACKER ROD - FULL PERIMETER OF WINDOW PRE -FABRICATED SILL PAN - - - - SET IN FULL BED OF SEALANT — , SEALANT FILLER BOARD - FINISH GRADE, SLOPE AWAY (( I FROM STRUCTURE FLOOR ASSEMBLY PER SECTION STOREFRONT SILL DETAIL T =,, 0„ - DOOR TYPE PER ELEVATION FINISH GRADE SET THRESHOLD IN 3 SIDED SOLDERED DOOR SILL WITH BACK DAM IN CENTER OF THRESHOLD. SET PAN IN SEALANT ALUMINUM THRESHOLD WITH RAMPS AND MAX HEIGHT OF 1/2" AIR / WATER BARRIER DRAIN MAT FINISH FLOOR n EXISTING CAST -IN - PLACE CONCRETE EXPANSION CONTROL JOINT Q� STOREFRONT DOOR SILL DETAIL V 3" = T-0" NEW OR EXISTING EXTERIOR SIDING MATERIAL EXISTING SHEATHING EXISTING WALL TYPE PER PLAN EXISTING BATT INSULATION EXISTING GWB PER WALL TYPE EXISTING BLOCK AND SHIM NEW WINDOW FLASHING CORNER BEAD WINDOW TYPE PER ELEVATION ALUMINUM WINDOW HEADER DETAIL 1 3" =1-1 �s NEW OR EXISTING EXTERIOR SIDING MATERIAL EXISTING SHEATHING EXISTING WALL TYPE PER PLAN EXISTING BATT INSULATION EXISTING GWB PER WALL TYPE BLOCK AND SHIM AS REQUIRED CORNER BEAD BACKER ROD AND SEALANT 3/4" HARDWOOD SILL WINDOW TYPE PER ELEVATION WINDOW TYPE PER ELEVATION AIR SEALANT i NEW OR EXISTING EXTERIOR SIDING MATERIAL EXISTING SHEATHING EXISTING WALL TYPE PER PLAN EXISTING BATT INSULATION EXISTING GWB PER WALL TYPE ALUMINUM WINDOW SILL DETAIL DOOR PER SCHEDULE DOOR SWEEP PER SCHEDULE RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER -- FRAME, BEYOND THERM. BROKEN ANODIZED ALUMINUM THRESHOLD. MAX. HEIGHT: 1/2" 1 FINISH FLOOR J ELEVATION �DO THRESHOLD DETAILTI/F [OLD DETAIL 46"-10-10° V Z lv QT_ W w� U) �t^ D- _ t U) W 0� N_ W 0 u- W00 oob J t m Q W Q J O 00 Lid • u �_ t • I1 77-3 REGISTERS ARCHITECT ATT W E SE STATE OF WASHINGTON PROJECT NO.: 19074 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR EXTERIOR DETAILS A8.00 JACKSON I MAIN ARCHITECTURE P.S. 0 201. DESIGN CODES AND LOADING: INTERNATIONAL BUILDING CODE (2015 EDITION) LIVE LOADS: ROOF SNOW: 25 P5F LATERAL LOADS: WIND: V35 =110 MPH, EXP C, Kzt = 1.0 SEISMIC: 55=1.426, 51=0.531, Sds= 0.951, 5dl= 0,531, le=10 RI5K CATEGORY 11 SEISMIC SOIL SITE CLA55 D SEISMIC DESIGN CATEGORY F SEISMIC COEFFICIENT, Cs = 0.272 RESPONSE MODIFICATION FACTOR, R = 3.5 BASIC LATERAL FORCE RESISTING SYSTEM VERTICAL ELEMENT: ORDINARY STEEL MOMENT FRAME BA51C LATERAL FORCE RESISTING SYSTEM HORIZONTAL ELEMENT: STEEL DECKING ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE DESIGN BASE SHEAR: EAST/WEST = 2.54 KIPS (ASD), NORTH/SOUTH = 2.54 KIPS (A5D) GENERAL: THE INTERNATIONAL BUILDING CODE AND STANDARDS SHALL GOVERN ALL MATERIALS AND WORKMANSHIP, ALL TEMPORARY SHORING OR BRACING 15 THE RESPONSIBILITY OF THE CONTRACTOR. THE DRAWINGS REFLECT THE FINAL FINISHED CONDITION OF THE STRUCTURE. THESE DRAWINGS ARE NOT INTENDED TO SHOW EACH AND EVERY CONDITION, BUT INDICATE THE GENERAL CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY DETAILED, 51MILAR CONDI1IONS SHALL BE USED AT THE DISCRETION AND APPROVAL OF THE ARCHITECT AND ENGINEER, THE CONTRACTOR 15 RESPONSIBLE FOR ALL JOB SITE SAFETY AS WELL AS ALL MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION TO SAFELY PERFORM THE WORK. AUE ENGINEERS HAS NO EXPERTISE IN NOR HAS BEEN RETAINED TO PROVIDE REVIEW OF THE CONTRACTORS SAFETY PRECAUTIONS AS THEY RELATE TO THE CONSTRUCTION OF THIS PROJECT. IF ANY ERROR OR OMISSION APPEARS IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF SUCH OM1551ON OR ERROR BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR THE C05T TO RECTIFY SAME. VERIFY AND COORDINATE OPENINGS IN FLOORS, WALLS AND ROOF WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE ARCHITECTURAL DRAWINGS SHALL BE REFERENCED FOR WALLS, FINISHES AND DIMENSIONS. DIMENSIONS PROVIDED ON THE STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE ARCHITECTURAL DRAWINGS. DRAWINGS ARE NOT TO BE SCALED SHOP DRAWINGS: SHOP DRAWINGS ARE SPECIFICALLY REQUIRED FOR THE FOLLOWING ITEMS REINFORCING STEEL STRUCTURAL STEEL SUBMIT MIX DESIGN FOR REVIEW THESE DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ARCHITECT FOR REVIEW. THE REVIEW WILL BE FOR THE DE51GN INTENT ONLY, THE SHOP DRAWINGS SHALL BE SUBMITTED BEFORE PROCEEDING WITH FABRICATION AND SHALL ALLOW TWO WEEKS MINIMUM FOR REVIEW, WE WILL REVIEW ONLY ONE REPRODUCIBLE SET AND ONE COPY TO BE RETAINED BY AUE. FOOTING AND FOUNDATION LOADING: SOILS REPORT: NO.81lg50gl, FILED BY TERRACON CONSULTANTS, INC., DATED Oq-20-20lq ALLOWABLE SOIL BEARING PRE55URE:--------------------------------------------2000 PSF (W/ AGGREGATE PIERS) ALLOWABLE PA551VE EARTH PRESSURE:------------------------------------------300 PCF SPECIFIED 501L SITE CLA55:------------------------------------------------F ALL SOIL CRITERIA MUST BE VERIFIED IN THE FIELD. ALL DATA LISTED WAS ASSUMED PER INFORMATION PROVIDED, THE CONTRACTOR 15 TO REVIEW THE SOILS REPORT BEFORE BEGINNING CONSTRUCTION AND 15 TO BE FAMILIAR WITH ALL RECOMMENDATIONS NOTED WITHIN THE REPORT. ALL FOOTING DIMENSIONS ARE MINIMUMS, ALL FOOTINGS SHALL REST ON COMPACTED STRUCTURAL FILL OR UNDISTURBED EARTH WHERE SHOWN IN THE SOILS REPORT. SUBGRADE WALLS ARE DESIGNED ASSUMING A 'DRAINED' CONDITION, SEE CIVIL AND MECHANICAL DRAWINGS FOR SUBGRADE DRAINAGE SYSTEM. SUBGRADE WALLS SHALL ATTAIN THEIR DESIGN STRENGTH PRIOR TO PLACING BACKFILL. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACES FOR WALLS IF BACKFILL 15 PLACED BEFORE WALLS AND SLABS ACHIEVE THEIR DESIGN STRENGTH OR IF WALL RELIES ON UPPER SLAB FOR SUPPORT. REINFORCED CONCRETE: MINIMUM CONCRETE PROPERTIES: ALL CONCRETE EXPOSURE CATEGORIES PER ACI 318 TABLE 4.2.1 STRUCTURAL CONCRETE (EXPOSURE FI/F2): f'c = 4,500 psi, (28-DAY STRENGTH (F'c)) INTERIOR SLAB ON GRADE (EXPOSURE FO): F'c = 2,500 psi GENERAL REQUIREMENTS: ALL CONCRETE WITH EXP05URES EXCEEDING FO SHALL HAVE AIR ENTRAINMENT PER AC1318 TABLE 4A.1 OR AS NOTED: -CONCRETE EXPOSED (FI) TO MOISTURE AND FREEZING/THAWING SHALL HAVE 5% AIR ENTRAINMENT +/45% -CONCRETE EXPOSED (F2/F3) TO CONTINUOUS MOISTURE OR SOIL AND FREEZING/THAWING SHALL HAVE 6% AIR ENTRAINMENT +/-1.5% CONCRETE SLUMP SHALL BE 3" PRIOR TO ADDITION OF ADMIXTURES AND 8" MAX SLUMP AFTER ADDITION. CALCIUM CHLORIDE MAY NOT BE USED, NOMINAL AGGREGATE SIZE SHALL BE LIMITED TO 3/4" MAXIMUM, U.N.O. OR AS APPROVED BY THE ENGINEER. ALL CONCRETE SHALL HAVE 5 1/2 SACKS MINIMUM OF CEMENT PER CUBIC YARD AND A MAXIMUM WATER/CEMENT RATIO =0.45. FLYASH MAY BE USED TO REPLACE UP TO A MAXIMUM OF 25% OF CEMENT BY WEIGHT. CONCRETE SUPPLIER SHALL COORDINATE EXPECTED WATER VAPOR TRANSMISSION RATES DURING CURING OF THE CONCRETE WITH CONTRACTOR AND ARCHITECT TO ALLOW FOR FLOORING/ROOFING TO BE INSTALLED. ELECTRICAL CONDUIT PLACED IN CONCRETE SHALL BE RIGID STEEL OR FLEXIBLE PLASTIC CONDUIT, NO ALUMINUM 15 ALLOWED. FOR CONDUIT PLACED IN SLABS THE MAXIMUM OUTSIDE DIAMETER SHALL NOT EXCEED 1/6 TIMES SLAB THICKNESS AND IT SHALL BE LOCATED IN THE MIDDLE THIRD. NO MORE THAN ONE LAYER OF CONDUIT MAY BE USED, ANCHOR CONDUIT TO A MINIMUM OF tt4 @ 12" O.C. PERPENDICULAR TO CONDUIT AND EXTENDING 12" MINIMUM BEYOND. FOR CONDUIT PLACED IN CONCRETE OVER METAL DECKING, CONDUIT MAY RUN IN THE VALLEY OF THE DECK FLUTES ONLY WITH A MINIMUM OF I" COVER ABOVE AND NO MORE THAN ONE CONDUIT PER DECK FLUTE, CONDUIT SHALL NOT BE LOCATED IN FOOTINGS, BEAMS OR GIRDERS WITHOUT PRIOR APPROVAL OF THE ENGINEER. NON SHRINK GROUT FOR BASE PLATES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6,000 PSI. GROUT SHALL BE AN APPROVED CEMENTITIOU5 MATERIAL WITH NATURAL AGGREGATES AND INSTALLED PER THE MANUFACTURES DIRECTIONS. IF PLOWABLE GROUT MIX 15 NOT ADEQUATE FOR COVERAGE AN EPDXY GROUT MAY BE USED. CONCRETE PLACED DURING FREEZING OR NEAR -FREEZING WEATHER SHALL COMPLY WITH REQUIREMENTS OF ACI 318-5.12. CONCRETE PLACED DURING HOT WEATHER SHALL COMPLY WITH ACI 318-5.13. CONCRETE CLEAR COVER FOR REINFORCING STEEL 15 AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE: 3" FORMED SURFACES IN DIRECT CONTACT WITH EARTH OR WEATHER: 2" FOR t16-018, 1-112" FOR UP TO 95 BAR SLABS, WALLS AND JOISTS NOT EXPOSED TO EARTH OR WEATHER: 1-112" FOR 414-1116, 3/4" FOR UP TO 1:5 BAR BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER: 1-1/2" REINFORCING STEEL: GENERAL REQUIREMENTS: STANDARDS FOR ALL REINFORCING STEEL: ASTM A615 GRADE 60. EPDXY COATED REINFORCING STEEL: A5TM A775 GRADE 60. DETAILING (BENDS, HOOKS, SPLAYS, ETC) SHALL BE IN ACCORDANCE WITH ACI 315 AND 318 (LATEST EDITION). MINIMUM LAP AT ALL CONTINUOUS REINFORCEMENT: 30 BAR DIAMETERS OR I'-G" U.N.O., SEE TABLE FOR REQUIRED LENGTHS CORNER BARS SHALL BE PROVIDED AT ALL CORNERS AND WALL OR FOOTING INTERSECTIONS. CORNER BAR LAPS SHALL BE A MINIMUM OF 30 BAR DIAMETERS OR 1'4", SEE TABLE FOR REQUIRED LENGTHS. ALL OPENINGS IN CONCRETE SLABS, WALLS, ETC. MUST HAVE (2) $15 MIN. U.N.O. TRIM BARS ALL AROUND THE OPENING. TRIM BARS MUST EXTEND 2'-6" PAST EVERY CORNER. FIELD BENDING OF BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE 15 NOT ALLOWED UNLE55 APPROVED BY THE STRUCTURAL ENGINEER. STANDARD FOR ALL WELDED WIRE ME5H: ASTM A-185. LAP ALL EDGE5 1 1/2 MESH MINIMUM. ALL REINFORCING STEEL SHALL BE FREE OF GREASE, OIL, OR MUD, ETC. AT THE TIME OF CONCRETE PLACEMENT. INTENDED COATINGS SHALL BE PER PLANS OR APPROVED BY ENGINEER. ALL BOLTS SHALL BE TIED IN PLACE 50 THAT THEY ARE HELD IN THE CORRECT FINAL POSITION THROUGHOUT THE CONCRETE PLACEMENT, DO NOT "WET STICK" BOLTS. WELDING REQUIREMENTS: STANDARDS FOR WELDING OF REINFORCING BARS: ANSI/AWS DI,4-q8. REINFORCEMENT SHALL NOT BE WELDED UNTIL A CHEMICAL ANALY515 SUFFICIENT TO DETERMINE THE CARBON EQUIVALENT 15 PERFORMED. THE CARBON EQUIVALENT OF REINFORCING STEEL BARS SHALL BE CALCULATED FROM THE CHEMICAL COMPOSITION AS SHOWN IN THE MILL TEST REPORT. IF MILL TEST REPORTS ARE NOT AVAILABLE, A CHEMICAL ANALYSIS SHALL BE MADE OF BARS REPRESENTATIVE OF THE BARS TO BE WELDED. THE CARBON EQUIVALENT (C.E.) SHALL NOT EXCEED .55. REINFORCEMENTS MEETING ASTM A706 DEEMED TO MEET THE WELDABILITY REQUIREMENTS MAY BE USED IN LIEU OF TESTING. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING. STRUCTURAL STEEL: GENERAL REQUIREMENTS: TUBE COLUMNS: A5TM A500 GRADE B (Fy=46000 psi). PIPE COLUMNS: ASTM A53 GRADE B (Fy=35,000 psi). ALL 'W' AND 'H' SHAPES: Agg2, (Fy=50,000 psi). ALL OTHER STEEL: ASTM A36. ALL STAINLE55 STEEL 316L (Fy=30,000 psi). ALL BOLTS: ASTM A325 INSTALLED PER CRITERIA FOR SLIP CRITICAL CONNECTIONS U.N.O. ALL ANCHOR BOLT5: ASTM F1554 GRADE 31, U.N.O. FURNISH ANCHOR RODS WITH MATCHING DOUBLE HEAVY HEX NUTS AT THE END EMBEDDED IN CONCRETE. CAST -IN HEADED BOLTS SHALL BE PLACED ACCURATELY INTO FINAL POSITION PRIOR TO POURING CONCRETE. ADDING BOLTS AFTER A POUR OR 'WET STICKING' 15 NOT ALLOWED. PROVIDE WASHERS FOR ALL BOLTS AS REQUIRED BY A15C. AS A MINIMUM PROVIDE STANDARD CUT WASHERS UNDER ALL NUTS. ONE COAT OF APPROVED SHOP PAINT MINIMUM TO ALL STEEL NOT EMBEDDED IN CONCRETE, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE A15C (A5D) SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. STEEL NOTED AS GALVANIZED SHALL BE HOT -DIP GALVANIZED UNO. CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL MISCELLANEOUS METALS THAT ARE INDICATED IN THE ARCHITECTURAL DRAWINGS OR TH05E METALS WHICH ARE FOUND TO BE NECESSARY TO SUPPORT THE ARCHITECTURAL FINISHES OR OTHER BUILDING SYSTEMS. ALL FRAMING AND CONNECTIONS DESIGNED BY THE CONTRACTOR SHALL NOT RESULT IN ECCENTRIC LOADS BEING APPLIED TO THE PRIMARY STRUCTURE OR LATERAL LOADS BEING APPLIED TO THE BOTTOM FLANGE OF STEEL BEAMS. SUBMIT CALCULATIONS STAMPED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF THE PROJECT ALONG WITH SHOP DRAWINGS NOTING THE LOADING IMPOSED ON THE PRIMARY STRUCTURE. WELDING REQUIREMENTS: ALL WELDING SHALL MEET AWS/WABO CODES FOR ARC WELDING IN BUILDING CONSTRUCTION. EXCEPT AS SPECIFIED IN THE SPECIAL PROCEDURE OF THI5 SECTION, ELECTRODES MAY BE E70 (70 KSI MINIMUM). ELECTRODES MUST BE KEPT DRY AT ALL TIMES. MINIMUM WELDS SHALL BE 3/I6" OR AS NOTED IN SECTION J.2b OF A15C (WHICHEVER 15 LARGER) ALL WELDING OF 5TAINLE55 STEEL SHALL USE E309 ELECTRODES WITH A GMAC PROCESS FIELD AND SHOP WELDING SHALL BE PERFORMED BY AWS/WABO CERTIFIED WELDERS. SPECIAL PROCEDURES REQUIRED IN SEISMIC DESIGN CATEGORIES D, E AND F: ALL WELDING ELECTRODES FOR LATERAL FORCE RESISTING SYSTEMS - WHICH INCLUDE BUT ARE NOT LIMITED TO - MOMENT FRAMES, BRACED FRAMES, DRAGS, ETC, SHALL BE AS FOLLOWS: SHOP WELDS AND FIELD WFLD5: F70TG-K2 OR E70T6 WITH A MINIMUM SPECIFIED CVN OF 20 1145 AT -20 DEGREES FAHRENHEIT AND 40 1145 AT 70 DEGREES FAHRENHEIT. THE BOTTOM FLANGE WELD TAB AT MOMENT FRAME CONNECTION MUST BE REMOVED AND REINFORCED WITH A 5/I6"' FILLET WELD MINIMUM IN CONFORMANCE WITH FENA-353 RECOMMENDATIONS, ALL WELD ACCESS HOLE DETAILING AT MOMENT FRAME CONNECTIONS SHALL CONFORM WITH FENA-350 AND FENA-353 RECOMMENDATIONS. POST INSTALLED ANCHORS: MASONRY INSTALLATION: U.N,O., INSTALLATION SHALL BE IN GROUTED CELLS ONLY. IF EMBEDMENT MUST BE PROVIDED IN AN UN -GROUTED CELL, NEW GROUT SHALL BE ADDED AT THAT CELL EXTENDING TO THE HORIZONTAL BOND BEAM BELOW. ONE EMBEDDED ITEM ONLY PER GROUTED CELL 15 ALLOWED AND NO EMBEDDED ITEM5 ARE ALLOWED WITHIN 8" OF A FREE EDGE. HILTI HIT HT-70 (ICC E5R-2682) OR APPROVED EQUAL SHALL BE USED FOR GROUTED MASONRY CONSTRUCTION. HILTI HIT HY-70 (ICC E5R-3342) OR APPROVED EQUAL SHALL BE USED FOR UN -GROUTED MASONRY CONSTRUCTION, AND POWERS PEI000+ EPDXY (ICC E5R-2583, LARR-2584q) OR APPROVED EQUAL SHALL BE USED FOR CONCRETE CONSTRUCTION WHERE EPDXY GROUT 15 SPECIFIED, U.N.O ON PLANS OR IN DETAILS. MANUFACTURER'S RECOMMENDATIONS AND ICC REPORT SHALL BE FOLLOWED DURING THE PREPARATION AND INSTALLATION OF ALL GROUTED BOLTS, RODS AND REINFORCING BARS. POWERS POWER -STUD+ 5DI (ICC E5R-2966, LARR-25864) OR APPROVED EQUAL FOR MASONRY CONSTRUCTION AND POWERS POWER -STUD+ SD2 (ICC E5R-2502, LARR-25831) OR APPROVED EQUAL FOR CONCRETE CONSTRUCTION SHALL BE USED WHERE EXPANSION BOLTS ARE SPECIFIED, U.N.O. ON PLANS OR IN DETAILS. NO REINFORCING SHALL BE CUT TO INSTALL ANCHORS. DEFECTIVE OR ABANDONED HOLES SHALL BE FILLED WITH NON -SHRINK GROUT THAT AS A MINIMUM MATCHES THE ADJACENT CONCRETE/MASONRY STRENGTH. SPECIAL INSPECTION IS REQUIRED FOR INSTALLATION OF ALL POST INSTALLED ANCHORS POWDER ACTUATED FASTENERS: MANUFACTURERS RECOMMENDATIONS AND ICC REPORTS SHALL BE FOLLOWED DURING THE PREPARATIONS AND INSTALLATION OF ALL PAPS. ALL REINFORCNENT IN CONCRETE MUST BE LOCATED PRIOR TO INSTALLATION TO PREVENT DAMAGE DURING INSTALLATION. WASHERS ARE REQUIRED WHEN PAF'S ARE USED WITH WOOD MEMBERS. HILTI X-U (POWDER ACTUATED FASTENER): WHERE X-U PAF'5 ARE SPECIFIED PER PLAN 0.157" DIAM. HILTI X-U ## PAP5 (E5R-226% LARR 25675) SHALL BE USED OR APROVED EQUAL, AT CONCRETE SUBSTRATES, X-U PAPS SHALL BE INSTALLED IN THE FOLLOWING MANNER UNO. 1-1/4" MINIMUM PAP EMBEDMENT. 4" MINIMUM SPACING BETWEEN PAF'5. 3" MINIMUM CONCRETE EDGE DISTANCE. MINIMUM CONCRETE SUBSTRATE THICKNESS EQUAL TO 3X THE EMEBEDMENT DEPTH OF THE FASTENER. AT CONCRETE METAL DECK SUBSTRATES, X-U PAPS SHALL BE INSTALLED AS SPECIFIED PER PLAN. AT STRUCTURAL STEEL SUBSTRATES, X-V PAF'S SHALL BE INSTALLED IN THE FOLLOWING MANNER UNO. AT STEEL 5U85TRATE5 WITH A THICKNESS LESS THAN 112" PROVIDE FULL EMBED OF PAP TO STEEL (POINT OF FASTENER TO PENETRATE THROUGH STEEL BASE MATERIAL). AT STEEL SUBSTRATES WITH A TIIICKNE55 GREATER THAN OR EQUAL TO 1/2" PROVIDE MIN 1/2" POINT PENETRATION OF PAP TO STEEL. I" MINIMUM SPACING BETWEEN PAF'5.112" MINIMUM STEEL EDGE DISTANCE. HILTI X-P (POWER ACTUATED FASTENER): WHERE X-P PAPS ARE SPECIFIED PER PLAN 0.118" DIAM. HILTI X-P nu G3 (GAS DRIVEN) OR 0.118" DIAM. HILTI X-P 94 B3 (ELECTRI-MECHANICALLY DRIVEN) PAF'S (ESR-1752, LARR 25662) SHALL BE USED OR APROVED EQUAL. AT CONCRETE SUBSTRATES, X-P PAPS SHALL BE INSTALLED IN THE FOLLOWING MANNER UNO. 5/6" PAP EMBEDMENT, 4" MINIMUM SPACING BETWEEN PAF'5. 3" MINIMUM CONCRETE EDGE DISTANCE. MINIMUM CONCRETE SUBSTRATE THICKNESS EQUAL TO 3X THE EMEBEDMENT DEPTH OF THE FASTENER. AT CONCRETE METAL DECK SUBSTRATES, X-P PAF'S SHALL BE INSTALLED AS SPECIFIED PER PLAN. Al STRUCTURAL STEEL SUBSTRATES, X-P PAP5 SHALL BE INSTALLED IN THE FOLLOWING MANNER UNO. AT STEEL SUBSTRATES WITH A THICKNESS LE55 THAN OR EQUAL TO 3/5" PROVIDE FULL EMBED. OF PAP TO STEEL (POINT OF FASTENER TO PENETRATE THROUGH STEEL BASE MATERIAL). AT STEEL SUBSTRATES WITH A THICKNESS GREATER THAN 3/8" X-P PAF'5 ARE NOT PERMITTED FOR INSTALLATION. I" MINIMUM SPACING BETWEEN PAP'S.112" MINIMUM STEEL EDGE DISTANCE. ROOF DECK AND WELDING: ROOF DECK-----------------------------3" DEEP 20 GAUGE X 36" WIDE, ALL DECKS TO BE CONTINUED OVER AT LEAST THREE SPANS UNLESS OTHERWISE 50 INDICATED ON THE DRAWINGS. PROVIDE (4) 5/8" DIA. PUDDLE WELDS PER 36" WIDTH OF DECK OVER EACH SUPPORT. PROVIDE 11/2" LONG TOP SEAM WELDS @ 24" O.C. PROVIDE 5/8" DIA. MARGINAL PUDDLE WELDS @ 12" O.C. USE EGO SERIES ELECTRODES FOR DECK WELDING GENERAL ABBREVIATIONS: SPECIAL INSPECTIONS: GENERAL REQUIREMENTS: ALL SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF THE 2015 IBC, CHAPTER 17. ALL INSPECTIONS AS REQUIRED BY SECTION 110 OF THE 2015 INTERNATIONAL BUILDING CODE ARE REQUIRED. INSPECTIONS SPECIFIED IN THESE NOTES ARE IN ADDITION TO THESE INSPECTIONS. CITY INSPECTION 15 NOT A SUBSTITUTE FOR SPECIAL INSPECTION. ANY WORK WHICH HAS BEEN COVERED BUT NOT PROPERLY INSPECTED BY THE SPECIAL INSPECTOR AND/OR THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. WHERE SPECIFICALLY REQUIRED, CONTINUOUS INSPECTION 15 REQUIRED DURING THE PERFORMANCE OF THE WORK. THIS MAY BE A REQUIREMENT OF THE BUILDING CODE / LOCAL JURISDICTION OR THE MANUFACTURER. THE SPECIAL INSPECTOR MUST BE CERTIFIED TO PERFORM THE TYPES OF INSPECTION SPECIFIED AND SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL. THE CONTRACTOR 15 RESPONSIBLE FOR CONTACTING AND INFORMING THE SPECIAL INSPECTOR OR CITY INSPECTOR AT LEAST ONE WORKING DAY BEFORE THE WORK 15 TO BE PERFORMED UNLESS OTHER CONDITIONS ARE AGREED UPON. REQUIREMENTS OF THE SPECIAL INSPECTOR: THE SPECIAL INSPECTOR MUST WORK UNDER THE SUPERVISION OF A WASHINGTON LICENSED CIVIL ENGINEER. THE SPECIAL INSPECTOR MUST PERSONALLY BE FAMILIAR WITH THE DRAWINGS AND MUST PERSONALLY OBSERVE ALL OF THE WORK REPORTED ON. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING DEPARTMENT AND ENGINEER. ANY DI5CREPANCIE5 SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE BUILDING DEPARTMENT AND ENGINEER. THE FINAL REPORT SHALL BE SIGNED BY A WASHINGTON LICENSED CIVIL ENGINEER AND SHALL STATE THAT THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF IBC. SPECIFIC SPECIAL INSPECTIONS REQUIRED: ALL CONCRETE WHERE THE COMPRESSIVE STRENGTH (f c) IS GREATER THAN 2,500 P51 EXCEPT AT SLAB ON GRADES. PLACEMENT OF ALL BOLTS, REINFORCING, EMBEDS, OR P05T TENSION CABLES IN CONCRETE. ALL WELDING OF STEEL EXCEPT WELDING PERFORMED IN AN A15C APPROVED SHOP. PREPARATION AND INSTALLATION OF PILING, DRILLED PIERS AND CAISSONS. ANY SPECIAL GRADING, EXCAVATION AND FILLING. THAT SOIL CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH SOIL INVESTIGATION REPORT. THAT 501L EXCAVATIONS EXTEND TO DEPTH AND BEARING STRATA. DISCLAIMER: THESE DOCUMENTS AND THE DESIGN ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REUSED IN ANY WAY WITHOUT WRITTEN APPROVAL OF AUE. IT 15 OUR INTENT THAT THI5 DESIGN MEETS THE NORMAL STANDARD OF CARE WITHIN THI5 INDUSTRY. NO OTHER WARRANTY 15 PROVIDED OR IMPLIED. RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER RCHITECTUR J W00 3. Q �} U) W J_ Q O �: 1ST Ne 00 PROJECT NO.: 19150 PROJECT MGR.: AH DRAWN BY: SS CHECKED BY: SH GENERAL NOTES & ABBREVIATIONS e0 COPYRIGHT 02019 AUE, INC., PS CONCRETE SLAB PER ARCH, SEE 5/52.02 FOR MIN. DEPTH $-\ REINFORCEMENT REQUIREMENTS W/ 48"X60"X24" DP CONC FOOTING W/ U5 @ 12"O.C. EA WAY AT BOTTOM AND TOP FLOOR PLAN PLAN NORTH 4 5 I I I I I I I I I I W/ 48"X60"X24" DP CONIC FOOTING W/ 05 @ 12"QC. EA WAY AT BOTTOM AND TOP I I I I I I W/ 48"X60"X24" DP CONIC FOOTING W/ 115 @ 12"O.C. EA WAY AT BOTTOM AND TOP TI -------- --- ----- --- - - I I I I - - — - r H55 6=3/8 COLUMN W/ 60"X60"X24" DP CONC FOOTING W/ 45 @ 12"O.C. EA WAY AT BOTTOM AND TOP I H55 6% /6 COLUMN W/ 46"X60"X24" DP CONC FOOTING W/ 95 @ 12"0.C. EA WAY AT BOTTOM AND TOP SCALE: 1/8"=1'4" RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER lop NOTE: NOTE: ALL DIMENSIONS SHOWN ON THESE STRUCTURAL PLANS ARE THESE DRAWINGS ARE BASED ON A LIMITED AMOUNT OF FOR GENERAL REFERENCE ONLY. THE CONTRACTOR IS INFORMATION FOR AN EX15TING BUILDING. CONTRACTOR MUST RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ANY FIELD VERIFY CONDITIONS AND NOTIFY ARCHITECT AND DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IF CONDITIONS ARE OTHER THAN AS SHOWN PRIOR ARCHITECT AND ENGINEER IMMEDIATELY. TO MODIFICATION. Q = J >- OD W op � ?rn i- W 'S Q Oj >' Lo Ne 00 PROJECT NO.: 19150 PROJECT MGR.: AH DRAWN BY: SS CHECKED BY: SH FLOOR PLAN Iftilth %E31.00 COPYRIGHT®2019AUE, INC., PS AA _ t AD A.I B.q A- NFw CANOPY FRANING PLAN PLAN NORTH SCALE: 1/6`" I'-0 RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER n 1 0 NOTE: NOTE: ALL DIMENSIONS SHOWN ON THESE STRUCTURAL PLANS ARE THESE DRAWINGS ARE BASED ON A LIMITED AMOUNT OF FOR GENERAL REFERENCE ONLY. THE CONTRACTOR 15 INFORMATION FOR AN EXISTING BUILDING. CONTRACTOR MUST RESPONSIBLE FOR VERIFYING ALL DIMENSION5 AND ANY FIELD VERIFY CONDITIONS AND NOTIFY ARCHITECT AND DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IF CONDITIONS ARE OTHER THAN AS SHOWN PRIOR ARCHITECT AND ENGINEER IMMEDIATELY. TO MODIFICATION. }i J W ob Q rn W cr W J Q Lo 'S 0 Y IZZ H PROJECT NO.: 19150 PROJECT MGR.: AH DRAWN BY: SS CHECKED BY: SH NEW CANOPY FRAMING PLAN a COPYRIGHT 02019 AUE, INC., PS ROOF FINISHES AND ATTACHMENTS PER E (E) BUILDING ROOF Y Y ARCH, TYP ROOF DECKING PER 52.03 9/52.01, TYP 52.03 _ ROOF � _ 12 PER ARCH. I (MAX) _ .. AWNING ROOF FINSNES PER ARCHITECT � I I4'-0" MAX. PER ARCH. (E) COLIC, HSS MN LISS PER PLANIPER PLAN 1I1 BUILDING WALL I I a COLUMN COVER / PER ARCHITECT i f i i �GC TO PROVIDE AGGREGATE PIERS BELOW COLUMN COVER FOOTING, TYP PER SOILS PER ARCHITECT REPORT � - 52.I --4M � I Eo eo 2'-0" MIN I'-0" PER ARCH, 0' THICK MIN. CONC. SLAB W/ #4 REBAR @ 14" O.C. AT SECTION TYATM CANOPY MID DEPTH OF SLAB B EA. WAY LEVEL 01 PER ARCN. SCALE: 3/8"=V-0" RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER J W � J 00 Q ry w �( 0 IH PROJECT NO.: 19150 PROJECT MGR.: AH DRAWN BY: SS CHECKED BY: SH DETAILS OZ. uz COPYRIGHT © 2019 AUE, INC., PS NOTE: (4) 1 1/4'0 HEAVY HEX HEAD (ASTM F1554 GR. GC TO PROVIDE AGGREGATE 2 3/4' 1 112" 55) ANCHOR BOLTS, EMBED 17" MIN, PROVIDE PIERS BELOW NEW FOOTING PER MIN MIN DOUBLE NUTS AT EMBEDMENT ENDS, TYP SOILS REPORT, AGGREGATE PIERS ARE OUTSIDE AUE'S SCOPE a H55 COLUMN PER PLAN m z a 15/8" PL (50 K51) OO OO SECTION..A=A CL OF COLUMN INFILL COLUMN BLOCK -OUT W/ GROUT H55 COLUMN PER PLAN AFTER ALL DEAD LOAD IS IN PLACE BOLTS AND PL PER SECTION A -A I" MAX NON -SHRINK GROUT BED REINFORCED CONC FOOTING PER PLAN CONC SLAB d REINF. PER 5/52.02 #4 REBAR @ 14" D.C. HOOK 24" 4 FTG, F- A A EMBED INTO TYP 18" a4 a - d d a "I u a 4° ° O - a 2" Cl R a - a TYP ° a a. q ° _ m Q° 3" TYPICAL CANOPY CLR COLUMN FOOTING SCALE: 1"=11-0" 2 q/52.01 EDGE BEAM CORNER ATTACHMENT SCALE: 3"=1'-0" BEAM PER 9/52.01, ATTACHMENT PER GENERAL NOTES 3/8" CAP PL, TYP. DECKING PER q/52.01 DECKING PER q/52.01, /GAP PL DECKING ATTACHMENT 1/4" \TO BEAM PER GENERAL NOTES -BEAM, BEYOND PER q/52.0I BEAM TO BEAM 1/4" OUTRIGGER BEAM PER q/52.01 OUTRIGGER BEAM PER q/52.01 BEA AM TO i/4" BEAM PER q/52.01 DECKING PER 9/52.01. ATTACHMENT TO FRAMING PER GENERAL NOTE EDGE BEAM PER 9/52.01 EDGE BEAM PER q/52.01 CAP PL CAP PL _ — 1/4" TO BEAM — — TO BEAM 114" D CAP PL TO BEAM 1/4" 3/8" CAP PL CAP PL TO BEAM 1/4" COL CAP TO BEAM I/A" 3/8" CAP PL PL \TO COL COLUMN PER PLAN TYP. H55 BEAD TO NSS COLUMN MOMENT CONNECTION SCALE: I" = I'-0" "1-3/8" CAP PL, TYP. 3/8" CAP PL, TYP. — — — CAP PL BEAM PER q/52.01 171, COL CAP 4° TO COL BEAM PER q/52.01 3/8" CAP PL, TYP, TO BEAM /4" COLUMN PER PLAN CAP PL TO BEAM 114" CAP PL 3/8" CAP PL 1/q" TO COL COL CAP TO BEAM 114" COLUMN PER PLAN 3/8" CAP PL H55 BEAM TO H55 COLUMN MOMENT CONNECTION SCALE: I" = I'-0" NSS BEAD TO H55 COLUMN MOMENT CONNECTION SCALE: I" = I'-0" RECEIVED CITY OF TUKWILA DEC 13 2019 PERMIT CENTER PROJECT NO.: 19150 PROJECT MGR.: AH DRAWN BY: SS CHECKED BY: SH DETAILS • COPYRIGHT © 2019 AUE, INC., PS