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HomeMy WebLinkAbout18410 63rd Avenue NE_BLD3413_2026 CITY OF ARLINGTON 0 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT Permit#:3413 6108188th Street NE Bldg.c Permit Expiration Date:03/02/2021 Parcel#: 3 1052200 10 1000 Valuation:900000.00 OWNER APPLICANT CONTRACTOR SMARTCAP 188TH STREET Nelson Worldwide SIERRA CONSTRUCTION CO DEVELOPMENT QQZB LLC 8201 164TH AVE NE,SUITE 110 1200 Fifth Avenue 14800 NE North Woodinville Way REDMOND,WA 98052 Seattle,WA 98101 Woodinville,WA 98072 206-408-8645 425-847-5200 LIC:SIERRCC145NS EXP:03/3 1/2 02 2 MECHANICAL.CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Tenant Improvement CODE YEAR: 2015 STORIES: 1 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI10/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales turn form and coded City of Arlington#3101. Print ame D e Re cased Date CO. DITIONS ADHERE TO APPROVED PI .1.A REDUCED PRESSURE BACKFLOW ASS- SLY(RPBA)IS REQUIRED AT SERVICE AND CAN BE INSTALLED INSIDE THE MECHANICAL ROOM BEFORE ANY BRANCHED CONNECTIONS. APPROVED JOB COPY SHALL BE ONSITE FOR CONTRUCTION AND INSPECCTOONS.CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS;SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 09/21/2020 Building Permit Fee $7,681.74 09/21/2020 Processingrrachnology Fee $25.00 09/21/2020 State Surcharge-Commercial $25:00 09/21/2020 Building Plan Review Fee $4,993.13 Total Due: $12,724.87 Total Payment: $0.00 Balance Due: $12,724.87 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information4 Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon City of Arlington Q� • Development Sc es LING�� 238 N. Olympic • Arlington, WA 98223 DATE ❑Administration ❑Building ❑Engineering ATTENTION ❑Planning ❑Utilities TO RE: VII �r11 l� WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 2 _ 1 '^ 2 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment Cl ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: _ if enclosures are not as noted,kindly notify us at once. .�-1 �-, • � .. . . ' .. � 1 COMMERCIAL APPLICATION PERMIT SUBMITTAL t11V�Cr`� Department of Community& Economic Development City of Arlington- 18204 59th Ave NE- Arlington,WA 98223- Phone(360) 403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. 0 One (1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) 0 One (1) City of Arlington Comm ercial/Multi-Family Submittal Requirements Form ❑X Two (2) Architectural Drawings 0 Two (2) Structural Drawings ❑x Two (2) Structural Calculations One (1) Project Specification Manuals (if applicable) 0 One (1) NREC Code Compliance Forms One (1) Special Inspection Requirements Forms will be completed/signed by permit issuance Q1 One (1) Occupant's Statement of Intended Use Form will email 8125/20 Drawings shall be BOUND SEPARATELY BY TYPE, arch,tectural, structural and landscape, and then ROLLED TOGETHER INCOMPLETE SETS An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3651 or by email to cedParlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 1112019 Page 1 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL -1 N" Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code (IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 Uniform Plumbing Code(UPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(W ESC) 10. 2017 Accessible&Usable Buildings and Facilities(ICC/A117.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards. Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2& IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24". or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink. blue line,or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 11/2019 Page 2 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. X SITE PLAN-REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer, gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. [XI ARCHITECTURAL DRAWINGS 1. ® Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2 ® Floor Plan a) Plan view 1/8"minimum scale. Details a minimum %,-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. REV 11/2019 Page 3 of 9 COMMERCIAL APPLICATION � s PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 j) Show the location of all new walls,doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ® Reflected Ceiling Plan a) Plan view 118"minimum scale. Details a minimum K-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. ® Framing Plan a) Specify the size,spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings, headroom,handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. V1 SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑x WASHINGTON STATE ENERGY CODE 1.One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 11/2019 Page 4 of 9 COMMERCIAL APPLICATION r� ® PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work.These permits are issued separately.Mechanical,electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 11/2019 Page 5 of 9 i � COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED[RUDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMfTTAL CHECKLIST AND AN OCCUPANTS STATEMENT OF INTENDED USE. Name of Project: Casting Operations Valuation: _ $900,000 Project Address: 6108 188th Street NW SEC 22,TWP 31 RCE OSRT"A)TH PTN E112 NW114 NE114 OAF BAAP ON W LN SO SUB WH IS 20FT N OF SW COR SD SUB TH E PLT N LN SD SUB 66OFT M/L TAP ON E LN SO SUB Parcel I D#: 31052200101000 Legal Description WH IS 20FT N OF SE COR SD SUB TH N PLT W LN SD SUB 41OFTM/L TO S LN OF N M90FT D SUB TH W PLT N LN SD SUB&ALGLN OF N 89OFT SO SUB36OFT MIL T_AF3ffFT E OF W LN SO SUB TH S PLT W LN SD SUB 167FT M/L TAP 1057FTS OF N LN SD SUB TH W PLT N LN SD SUB 30OFT TO W LN SO SUB TH S ALG SD W LN 243FT M/L TO POB Owner: Sierra Construction Company Inc. Phone Number: 425-487-5200 Address: 14800 NE North Woodinville Way City: Woodinville State: WA Zip Code: 98072 Engineer: AHBL c/o:Larry Higgins Phone Number: 253-284-0248 Cell Phone: N/A E-mail 1higgins(&ahb1 on1 Address: 2215 North 30th Street City: Tacoma State: WA Zip Code_ 98403 General Contractor: Sierra Construction Companv Inc.c/o:Bryan Ploetz Phone Number: 425-487-5200 Cell Phone: N/A E-mail: bryanp@sierraind.com Address: 14800 NE North Woodinville Way City: Woodinville State: W_ Zip Code: g8072 Contractor's License Number: Expiration: Contact Person: Nelson Worldwide c/o:Todd Schutz Phone Number: 206-408-8645 Cell Phone: N/A E-mail: tschutz@nelsonww.com Address: 1200 Firth Ave Sliita 1300 City: Seattle State: wA Zip Code: 9R101 NEW OFFICE SPACE AND FABRICATION ROOMS WITHIN EXISTING WAREHOUSE.THESE ARE THE FIRST IMPROVEMENTS ASSOCIATED WITH THIS Proposed Scope Of Work:ppRTION OF THE SWELL NEW PIT LEVELER DOCK EQUIPMENT SUITE CONTAINS BOTH B&F OCCUPANCIES USED BY A SINGLE TENANT THE WHOLE SUITE WILL BE CONDITIONED FABRICATION EQUIPMENT TO BE UNDER FUTURE SEPARATE PERMIT BY TENANT. REV 1112019 Page 6 of 9 G1T� 41, -� COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 Project Name/Tenant Casting Operations Site Address 6108 188th Street NW Bldg/Unit/Suite IBC Construction Type 1113 IBC Occupancy Type F-1 and B(Accessory) Description of Use_ OFFICE,FABRICATION AND STORAGE-SEE ALSO ATTACHED LETTER Building Square Footage _78,880 Number of Stories i Square Footage Per Floor 78,880 Will there be any installation, modification or removal of the following? (Check all that apply) ❑x Automatic fire extinguishing systems ❑ Compressed gas systems (FUTURE,BY TENANT) ❑ Fire alarm and detection syGtPmc Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High plle&rackstoragE' (FUTURE,BY TENANT) ❑ Industrial ovens/furnace (FUTURE,BY TENANT) ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation,changes,modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 11/2019 Page 7 of 9 �1 Y (� COMMERCIAL APPLICATION PERMIT SUBMITTAL � 4NG Department of Community& Economic Development City of Arlington• 18204 59th Ave NE" Arlington,WA 98223• Phone(360) 403-3551 Name of Project: Casting Operations - - -- Project Address: 6108 188th Street NW Special Inspection Firm: _ Geotest Services Inc _ _- Address: 20527 67th Ave NE,Arlington,WA 98223 Contact Person: Phone: (360)733-7318 Email. Special Inspection Firm Special Inspectors: The Special inspection Firm of _ Geotest Services Inc will perform special inspection for the following types of work(separate Corms must be submitted it more than one term is to be employed). (x) Reinforced Concrete (x) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( } Structural Steel and Welding ( ) High-Strength Bolting ( 1 Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories.a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed.for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City:detailing the inspections and testing performed. listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site,for review. REV 11/2019 Page 8 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 591h Ave NE • Arlington,WA 98223• Phone(360) 403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent,shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project. until nonconforming items have been resolved. ACKNOWLEDGEMENTS have read and agree to comply with the terms and conditions of this agreement. Owner: ____ Date: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature Todd Schutz 8/24/20 Print Applicants Name Date FOR STAFF USE ONLY AUG 2 6 2020 Permit# Accepted By Amount Received Receipt# Date Received REV 11/2019 Page 9 of 9 ti7 y d x m O CD Y N a• oo C) cD Cs9 � rncy 'C z � > Tom °, oc �' O ►� c rL nz y x � r 0 nz n Op '�� y O C7 Gy cz ,C oN o ►D ITIO p o r+ a M n o 9 CD r N o tz CD CD x c N m 00 f FFICE CO AFEbui Slt . Plan Review Sy SAFEbuilt CASTING TI PLAN REVIEW IMP APPROVAL DATE: 11/17/2020 TO: CASTING OPERATION/TI FROM: Lou Tyler PHONE: 425-487-5200 PHONE: 206-503-5948 EMAIL: tschutz@nelsonww.com EMAIL: Ityler@safebuilt.com PERMIT#: BLD 3413 OCCUPANCY GROUP: F-1, S-2, A-2,13 PROJECT: CASTING OPERATION/SHELL TYPE OF CONSTRUCTION: III-B ADDRESS: 6108 188T" STREET NW NUMBER OF STORIES: 1 SAFEbuilt Inc. has reviewed the above project documents for conformance to the provisions of the 2015 International Building Code, Uniform Plumbing Code, International Fuel Gas Code, International Mechanical Code and International Energy Conservation Code as adopted and amended by the State of Washington and the City of Arlington. The permit referenced above is recommended for release of the reviewed construction documents for this project. All outstanding comments have been addressed in an adequate fashion and no comments remain. Please do not hesitate to contact me if any assistance is needed with this process. Sincerely, Law Ty Lew Senior Plans Examiner 1621 114th Ave SE, Ste 219 Bellevue, WA 98004 Iyler(c,safebuilt.com �r. I ■ I 11 ' 1 11 ■ 11 T �i I ' J ■1 Y 1 n J • ' n � ■ 1 .'� " �� '• 1 � it 1 1 1■ �� _ Al Tr 44oi 1 1 � " ! ► it — iI D 1 l' •-:7L Psm OFFICE COPY CONSULTING ENGINEERS Plan Review By SAFEbuilt Structural Calculations for CastrogOperations T.I. IMP Partitions & Ceilings 6108 188th Street NE Received NOV 0 3 2020 Arlington WAS ►� G pp.V1U ST �� WAS//� G� r.; i October 20, 2020 SS%ONAt PSM #20154 2200 6TH AVENUE, #601 WWW.PSM-ENGINEERS.COM PHONE 206-622-4580 SEATTLE WASHINGTON 98121 USA FAX 206-622-0422 Data Sheet I Eiystenrt Product Specification Panel Lengths: 8'-G�to52-0'- �...— ------ ------ �. Panel Joint: Double tongue and groove interlocking rainscreen joint Interior Face:- 26,24 or 22 Ga.S.rado dine profiled embossed G-90 galvanized or Galvalume'pre.painted steel — __�__ ___. _- --••-.- --- Application:^ Vertical and horizontal Cover Widths: 45 Panel Thickness: 221` 3' 4' 5- G R-value: 7.5 per inch ASTM C518 @ 75 mean temperature 8.25 per inch ASTP%4 C518 0 35 mean temperature Exterior Face: 26,24 or 22 Ga.Shadou4ine profiled embossed G-90 galvanized or GalvalurnO pre-painted steel Reveal Options:,Sandard Ya"vertical application,standard 3/6_,Horizontal application - -- Shadv,-Ane Interior Face f� c;, Exterior Face t�•Ce�eraaCoverage(1 J 43rnrn S ado wline) , A premium engineered walllceiling system for Panel Design interior applications.Specially designed to meet KS45 shadunli ne panels utilize a superior join�t design with a caulked today's high performance standards in a wide seal provision that provide_excellent air infiltration and water penetr aLion variety of environments. Features a non-CFC test results.Panels are produced in the attractive Shadowiline stucco polyurethane insulating core. embossed or smooth profiles on both the exterior and interior face. Panel coverage is available in standard 454a'width. Applications Y KS45 ShadGv'line panels are ideal for interior wtalls and ceilings in Customer Options cold sterago buildings,food and meat processing plants,crilical Chcose from 20 in-siock Fluropon'colors cr select a custom color to temperature end curtrolleo environment areas as well as in medical match your needs.For interior heavy kvasn down environlTenis, or pharmaceutical facilit es.The superior engineered oint assures a plastisol{PVC)coatin_os as well as stainless steel facings are available. light,well designed vapor barrier in enclos:ires of any size. �n 4rMoc♦ , 2 KS4,5 Shadowline Wall/ceiling Data Beset System Test Procedure Results Fire FM 4880 C!ass'I Fire Rating of Insulated Vfall or Wall and Roof/Ceiling Panels, Interior Finish Materials or Coatings_and Exterior Wail Systems_ - ASTM E84 - -- - YFlame Spread:25 cr Less-- Sn-toke Developed:450 or Less Standard Methods of Fare Endufance Tests of Building Ccnstruciion and Materials - ULC-S102 - J _ Standard Method of Test for Solace Building Characteristics of Building Materials and Assemblies ULC-S 127 ~- Standard Corner Wall!Method of Test for Flammability Characteristics of Non-Melting Building Materials �- -_ --,-- UQC2G 4/NFPA 255 �^ y Standard Fire Test ivlethod for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing 1,-all Acsemh;;es Containing Combustible Components _ �- NFPA 259 ` Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing Wall Assemblies Con'ainin:g Cornbuslii.le Components Toxicity Test Si'ate of Nevv York,Ai 4icle 15,Fart 112E Kingspan panels are in compliance of the New York State Uniform Fire Prevention Code __ _ _ _ __—....- -•• Strength 4T _ -FM 4881 -- Approval Standard for Class 1 Exterior Wall Systems ASTM E72 Chamber Method Panel load/span and deflection tables are available Thermal TransmissionW ASTM C518 2 R=15!U f 0.067 2.5'R=19%U=0-0053 3"R=24/U=0.042 4 R•.32•;/_U-0.031-_ — 5"R=41 1 U=0,024 _G'RR=49/U=0-.020 Air Infiltration~ AS I M E283 0.003 C'M/ft7 of Panel Area at 6.24 psf Water Penetration ASTM _ E33 i No Water f eretration at 20.0 psr Fatigue Test Subjected to 2 million alternate cycles of No metal/foam de!amination of metal fatigue 20 PSF positive and negative wind loading _-._-.-- Humidity Test Sample subjected to,00%relative No evidence of metal prinjer corrosion humidity at 140"F fcr 1000 hours ^- u_��y-�- Autoc?ave Test - _ Sample placed in an autoclave device No evidence of delan in<:fion and pressurized to 2 PSI at 212°F for 2'/2 hOUfS _ - .,» --�'^ _ No skin:delaminafion with direct pull off pressure up is 1188 psf Skin-Delamination i Kingspan USA Deland. FL;386-626-6789 Modesto,CA 61:209-531-9091 wvpii.kingspanpanels.us Kingspan Canada Caledon.ON;905.951-5600 Langley;BC t:604-607-1 101 ww^n.kin gspanpanels.ca i For rile p'rrucl e"etlnr in o+.!ter mrrie^s{Ji+as rnnlaci iuu Irc J salas;e ree�!xauv cr visit vwA� c,�r;an ne s.cf;{n CdN{{qt�1: Or41rf14`a W"Wjr:9 Wirt. ML,=f D:SikWCP XtiP.ctit KFgsUuntm'{cti Jl UJ�� � -...mak-•iu er:.a_oq:�,� omrd:�,-.:.•. M•srnaen IM:,{na:a to R�.nw:•.+vKq•F-y;CeR:Ors b:r cece:i:D'1 c`.V4 eno i.sa•!a•K:�+'•:n;.^.m:;ya ,s}r�y{art ifnl{iv::;J,if J7Rr.:4,tlJ�t�•!(i-.N W t4t�n I.r'yYf.]w.«a1 [l} Kingspan. 2 Issue 1;3/2014 FOR REFERENCE ONLY 3 3-�10el WEIGHT PER SQ. FT. 26 GA/26 GA 24 GA/26 GA 24 GA/24 GA PANEL THICKNESS 2" 2.05 2.20 2.35 2 5" 2.13 2.28 2.43 3" 2.21 2.36 2.51 4" 2, 2.51 2.68 5" 2.55 2.70 2.85 2.87 3.02 6' 2.72 Mngs�n 877-638-3266•(386)62G-67°9•Fax(336)626-6884 (209)531-9091 • Fax(209)531-9055 Insulated Panels ♦VWW.kinesranpanels.us Revised4/2010 FOR REFERENCE ONLY lbtPrior Partitions A an Tabi6 300-Sefi-e-&— Temp emfure/aiderential-of-5U- F-- ALLOWABLE SPAN IN FEET PANEL THICKNESS SPAN CONDITION U120 Deflection Design Load 2" single span 16'-10" 2 5' single span 19'-10" I single span 22'-10" 4 single span $ 5" single span 3�3'-19 6" single span CONDITIONS: NOTES TO TABLE: Panel Series: 300 ✓ i j Spans shov,n are simple and limited by deflection under uniform Design Parameter: Ultiform Load 5 PSF load only. Spans may be governed by other factors including deflection due to temperature differentials, multiple spans, Fastening Method: Contact Kingspan Technical Services for negative vvi nd pressure and connection points required for fastening requirements. fasteners.ConSLIK Kingspan for specific project applications. Exterior Face: 26 Ga.Galvanized Steel ✓ Interior Face: 26 Ga.Galvanized Steel ✓ • �d Kings n 87 7-638-3266•(386)626-6789•Fax(386)626-6884 (209)531-9091 • Fax(209)531-9055 Insulated Panels rrlVvvv.king span pan els.us Revised I FOR REFERENCE ONLY J �T w .4" 300 Series 26126 42°° l J Wind Load Analysis KINGSPA Allowable Span for Panel Single Span Double Span Triple Span Load =nGminSpan Governing Span Governing Spag PSF Ft In Factor Ft-!nFactor Ft- ctor 5.00 30'- 1" Deflection 6.00 28'- 1" Deflection 7.00 26'-5" Deflection 8,00 26-1" Deflection 22'-4" Int Supt.P.O- p 23' 11" Deflection 19'-11" Int Supt. P.O. 10.0 - 1 Deflection 18'-1" Int Supt.P.O. 11.00 22 -1" Deflection 16'-6" Int Supt.P.O. 12.00 21'-3" Deflection 15'-2" Int Supt.P.O. 1 -8" Int Supt.P.O. 13.00 20'-7" Deflection 14'-1" Int Supt. P.O. 15'' 5" Int Supt.P.O. 14.00 19'-3" End Connection 13'-2" Int Supt, P-O. 14'-4" Int Supt.P.O. 15,00 18` 0" End Connection 12'-4" Int Supt. P.O. 13'-5" Int Supt.P.O, 16.00 16,- 11" End Connection 111. 811 Int Supt. P.O. 12'-7" Int Supt. P.O. 17.00 15'-11" End Connection i 1'-0" Int Supt.P.O. 11'- 10" Int Supt-P.O. 18.00 15'-0" End Connection 10'-5" Int Supt_ P.O. 11'-2" Ini Supt. P.O. 19.00 14'-3" End Connection 9' 11" Int Supt. P.O. 10'-8" Int Supt. P.O. 20.00 13'-6" End Connection 9'-6" Int Supt.P.O. i 0'- 1" Int Supt. P.O. 21.00 12'-10" End Connection 9' 1" Int Sup(. P.O. 9'-8" Int Supt.P.O. 22,00 12'-3" End Connection 8'-9" Int Supt. P.O. 9'.3" Int Supt. P.O. 23.00 11'-9" End Connection 8'-4" Int Supt. P.O. 8'- 10" Int Supt. P.O. 24M 11'-3" End Connection 8'-1" Int Supt.P.O. 8'-6" Int Supt.P.O. 25.00 10 -10" End Connection 7'-9" Int Supt. P.O. 8'-2" Int Supt.P.O. NOTES: 1) Section properties,ultimate values and safety factors used to generate this table: Sbi =0.9445 Ins/Ft I,=1.8821 In4/Ft Sbf=0.9377 In /Ft A c=47.54 InZ/Ft G o=408 psi E=29,500,000 psi Fb =22223 psi w/Safety Factor=2.50 Fv =21,55 psi wl Safety Factor=3.00 End Connection=945 Lb w/Safely Factor=2.00 Int Connection e o =3286 Lb /Safety w/Safety Factor Factor= 0 3.00 End Supt.P.O.=2296 Lb w/Safety Factor=3.00 interior p - 2) An allowable deflection of U180 was used to generate this table. 3) Deflections are based on positive(inward)forces only. 4) This table assumes 2 Hidden Screws with Clip Only. 5) This table assumes 1 interior clip with 2 fastener(s)and 1 end clip with 2 fasten er(s). 6) The calculated dead weight of the panel is 2.53 psf and has not been considered in the tabulated(Dads shown above. 7) Panels must be checked independently for thermal stress and manufacturing and shipping considerations. 8) This analysis was prepared on January 21, 2016 using SpanPro Release 3, Beta 12. 'r. JOB: l 1 QQk r IGuG� T,I. PSM ( DATE: II IZnZO BY: C�Z U CONSULTING ENGINEERS I SUBJECT: — 2200 SIXTH AVENUE, SUITE 601, SEATTLE. WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com • I o/v- 1 `Ilia c.` 6.9 �q 1 IA/T- (c y2.3�'� + . c V I. � J � � - 2� �1✓/�. �� fIC 3� 7 �ii1 ! 31�LG%;JIE 7 AFE lt V ASSIZI, S ui b PERMIT COPY CASTING TI PLAN REVIEW APPROVAL DATE: 9/17/2020 TO: CASTING OPERATION/TI FROM: Lou Tyler PHONE: 425-487-5200 PHONE: 206-503-5948 EMAIL: tschutz@nelsonww.com EMAIL: Ityler@safebuilt.com PERMIT#: BLD 3413 OCCUPANCY GROUP: F-1, S-2, A-2,13 PROJECT: CASTING OPERATION/SHELL TYPE OF CONSTRUCTION: III-B ADDRESS: 6108 188T" STREET NW NUMBER OF STORIES: 1 SAFEbuilt Inc. has reviewed the above project documents for conformance to the provisions of the 2015 International Building Code, Uniform Plumbing Code, International Fuel Gas Code, International Mechanical Code and International Energy Conservation Code as adopted and amended by the State of Washington and the City of Arlington. The permit referenced above is recommended for release of the reviewed construction documents for this project. All outstanding comments have been addressed in an adequate fashion and no comments remain. Please do not hesitate to contact me if any assistance is needed with this process. Sincerely, Lo-w TgLe r Senior Plans Examiner 1621 114t" Ave SE, Ste 219 Bellevue, WA 98004 1ty1etVDsafebL1i1Lcorn PERMIT COPY Robert Stiteler From: Dave Robins <daver@seacast.com> Sent: Friday,August 21,2020 10:10 AM To: Bryan Ploetz Cc: Matt Frause;Joseph Rocco Plan Review Subject: RawMaterials-Arlington By SAFEbUil t Bryan, This is a bit crude, but let me know if they need anything else.... Thanks, Dave Wax Room- • Pattern wax (severallpallets in the plant at one time) • Soluble wax (several pallets in the plant at one time) • Runner wax(several pallets in the plant at one time) • Citrus etch (several totes in the plant at one time) Shell Room- • Fused Silica Sand (several pallets in the plant at one time) • Zircon Sand (several!pallets in the plant at one time) • Slurry binder(several totes in the plant at one time) • Fused Silica flour(several pallets in the plant at one time) Melt • Inconel 625 alloy(inventory target of 10,000 lbs on site) • Inconel 718 alloy(inventory target of 2,000 Ibs on site) • Alumina Silica (several pallets in the plant at one time) r 1 . � i �� z Project Summary, • . • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 General Info Project Title: Arlington Foundry Casting Operation Date 8/19/2020 PROJ-SUM form Project Street Address: 188th Street Business Park/6108 188TH ST.NE For Building Department Use shall be provided as a Project City,County,Zip: ARLINGTON,WA cover sheet for all compliance form Project Owner or Rep: Sierra Construction submittals.Project Title shall match Jurisdiction: Arlington project plans title block. Project Description New Construction and Additions Select all that apply to the ❑ New Building ❑ Building Addition scope of project. Select Addition+Existing Existing Building Retrofit or Alteration+Existing if the existing building will be 121 Alteration ❑ Change of Occupancy Change in Space Conditioning combined with the addition or alteration to demonstrate ❑ Historic Building ` compliance per Section C502.1 or C503.1. Building Elements Scope-Select all that apply ❑ All ❑� Building Envelope ❑ Mechanical Systems ❑ Service Hot Water Systems ❑ Lighting Systems ❑ Electrical Systems OO All Commercial O Group R-R2,R3,&R4 O Mixed Use over 3 stories and all R1 Occupancy Type Mixed Use-Building is greater than three stories above grade and it has both Commercial and Group R P Y YP occupancies. Mixed Occupancy-Building is three stories or less above grade and it has both Commercial and Group R2,R3 or R4 occupancies.Select All Commercial to document compliance for the commercial areas of the building. The residential spaces shall comply with the WSEC Residential Provisions. Select all that apply to the scope of project 0 Fully Conditioned 0 Semi-heatedz ❑ Refrigerated Spaces (Warehouse and/or Walk-ins) Space Conditioning ❑ Low Energy Space Category3 Categories Eligible Low Energy Spaces ❑ Unconditioned ❑ Low energy heating/cooling capacity ❑ Wireless service ❑ Greenhouse4 ❑ Equipment building equipment shelter Floor Area and Floors Above Building Gross Conditioned Floor Area Project Gross Conditioned Floor Area Grade Stories 1 OO Compliance Method 1-General O Compliance Method 2-Total Building Compliance Method 1-Projects shall demonstrate compliance with all applicable mandatary and prescriptive requirements of this code. Refer to C401.2, Item 1 for more information.Compliance forms to General Compliance include with a Prescriptive submittal:All applicable ENV,LTG,and MECH. Path Compliance Method 2-Projects complying via total building performance(TBP)shall include a summary of results from a whole building energy model per Section C407 and shall demonstrate compliance with all applicable mandatory provisions in this Code.Refer to Section C401.2,Item 2 for more information. Compliance forms to include with a TBP submittal:PROJ-SUM,ENV-CHK,LTG-EXT,LTG-CHK,and all MECH forms except MECH-ECONO and MECH-VENT(pending). Note i-Refrigerated Spaces-They shall comply with the envelope and refrigeration equipment requirements in Section C410. Warehouse Y coolers and freezers shall also comply with the envelope requirements in C402. C410 takes precedent for overlapping requirements. Note 2-Semi-heated Spaces-If heated with equipment other than electric resistance may take an exemption for wall insulation.All other envelope assemblies shall comply with the thermal envelope provisions. Note 3-Exemptions For Low Energy Spaces-Low Energy spaces are exempt from all provisions in WSEC Section C402 Building Envelope, however all other applicable provisions in the Code do apply including lighting,mechanical,service water heating,etc. Note 4-Eligible Space Conditioning For Low Energy Greenhouses-Greenhouses are defined as spaces that maintain a specialized sunlit environment that is used exclusively for cultivation,protection and maintenance of plants. Cooling with outside air and/or evaporative cooling,and any form of heating equipment,are allowed under the Low Energy Greenhouse category. Greenhouses with cooling equipment that requires a condensing unit are NOT eligible. Received AUG 2 6 2020 �ir�2d12 I' - ' - - �� 1 ., Project • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 General Info I Project Title: Arlington Foundry Casting Operation Date 8/19/2020 C406 Additional Building level efficiency options: Current Scope Previous Projects Efficiency Package C406.8 Enhanced envelope performance ❑ ❑ Options Summary C406.9 Reduced air infiltration ❑ ❑ A minimum of two Options are C406.5 On-site renewable energy ❑ ❑ required for new construction, and change in space Building area level efficiency options conditioning or occupancy — projects. C406.2 More efficient HVAC equipment ❑ ❑ Select all Options included in —the current project scope. C406.6 Dedicated outside air systems(DOAS) ❑ Also select Options complied with underprevious projects C406.7 Reduced energy use in service water heating ❑ ❑ (shell and core,other tenant C406.3 Reduced lighting power ❑ Buildings with multiple tenant spaces may comply with C406.4 Enhanced digital lighting controls ❑ ❑ different options(mix& match). C406 Comments: Options are required for all space conditioning categories. Include discipline specific information for C406 options in ENV-SUM,LTG-SUM and Refer to SBCC website for of(cial interpretations regarding C406 provisions. L � ' � — ;y _ i . � � . � � � — i� i ■ ;. � ,� i '� c • Envelope 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Info Project Title: Arlington Foundry Casting Operation Date 08/19/2020 Applicant Info. Company Name: For Building Department Use Provide contact Company Address: information for individual who can Applicant Name: respond to inquiries about information Applicant Phone: provided. Applicant Email: Project Description ❑ New Building ❑ Addition 0 Alteration ❑ No Envelope Scope Envelope Project Scope 0 All Commercial ❑ Group R-Commercial ❑ Mixed Use-Commercial+Group R Select all that apply. Semi-heated ❑ Refrigerated Cooler ❑ Refrigerated Freezer ❑ Equipment Building Envelope Description Provide brief description of the project and relevant supporting documentation. If project includes multiple Target Insulation Allowance areas,and/or is demonstrating compliance as an Addition+Existing, Alteration+Existing,or Addition+Alteration +Existing project, provide a brief summary of the approach to whole building compliance. Air Barrier Testing ❑ Air barrier testing per Section C402.5.1.2 included in project scope Air barrier testing is required for all new construction projects. Testing criteria is 0.40 ❑ Additional Efficiency Package Option-C406.9 Reduced Air Infiltration cfm/ftz under test pressure of 0.3 inch w.g. To comply with C406.9,demonstrate that ❑ Testing not required. Explanation: measured air leakage ofbuildin'g envelope Compliance Documentation Scope and Method Scope of This Calculation ❑ New Building ❑ Addition R1 Alteration ❑ No Envelope Scope Target Insulation Allowance Fully Conditioned-Commercial,Group R,Mixed Use Sets the title and calculations in the compliance forms.Selection required 0 Semi-heated 0 Refrigerated Cooler 0 Refrigerated Freezer to enable forms. If project includes more than one Target Insulation Allowance area,and/or if project includes addition and alteration areas complying independently,for each area complete an ENV-SUM form Rows 16-46 and either an ENV-PRESCRIPTIVE fort,or ENV-UA+ENV-SHGC forms if demonstrating compliance via component performance. Envelope Compliance Path 0 Prescriptive 0• Component Performance Selection required to enable forms. Component Performance ❑ Change of Occupancy(C503.2)/Conditioning(C505)-10%higher UA allowed Calculation Adjustments ❑ Additional Efficiency Package Option-C406.8 Enhanced Envelope-15%lower UA required Additions 0 Addition stand alone 0 Addition+Existing Addition stand alone-Complete Vertical Fenestration and Skylight Area Calculation.Enter total existing-to-remain wall,roof,vertical fenestration and skylight areas as EXISTING.Enter total addition envelope assembly areas as NEW.if resulting total building WWR exceeds 30%and/or SSR exceeds 5%,refer to C502.2.1 and C502.2.2 for prescriptive compliance alternatives.If complying via component performance,complete ENV-UA per instructions for addition stand alone projects. Addition+existing-Complete ENV-UA per instructions for addition+existing projects. Alterations- ❑ Replacement windows only,or resulting ❑ Total building WWR increased by alteration total building WWR s original WWR Fenestration and Skylight Replacement skylights only,or resulting ❑ total building SRR 5 original SRR ElTotal building SRR increased by alteration WWR and SRR not increased-Vertical Fenestration and Skylight Area Calculation not required. WWR and/or SRR increased-Complete Vertical Fenestration and Skylight Area Calculation.Enter total existing-to-remain wall,roof,vertical fenestration and skylight areas as EXISTING.Enter total altered envelope assembly areas as NEW.If resulting total building WWR exceeds 30% and/or SSR exceeds 5%,refer to C503.3.2 and C503.3.3 for prescriptive compliance alternatives.If complying via component performance, complete ENV-UA per instructions for alteration+existing projects. • ■ �M1' I � r i � � . " - - = i Envelope • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: Arlington Foundry Casting Operation Date 08/19/2020 Vertical Fenestration and Total Vertical NET Exterior Fenestration Area Above Grade Total Skylight Area NET Exterior Roof Skylight Area Calculation (rough opening) Wall Area (rough opening) Area Prescriptive Path-Enter envelope sf values New 702 35,261 0 58,000 directly into this section of ENV-SUM for vertical fenestration,skyllgghts,net walls and Existing 0 0 0 0 roof.For Additions andAtteratiohs,refer to these sections in ENV-SUM for further instructions. Total 702 35,261 0 58,000 Component Performance-When this Envelope Compliance Path is selected,write- Vertical protection of this section is enabled.Enter o Skylight-to-Roof envelope sf values for all assemblies into the Fenestration-to- 2.0/o Ratio(SRR) ENV-UA form.Envelope information from Wall Ratio(WWR) ENV-UA will auto-fr71 into this section of ENV- Vertical Fenestration Area Compliance VERTICAL FENESTRATION AREA COMPLIES WITH MAXIMUM ALLOWANCE Skylight Area Compliance NO SKYLIGHT PROPOSED.COMPILIES WITH MAXIMUM ALLOWANCE. Vertical Fenestration Q High performance fenestration U-factors and SHGC per C402.4.1.3 Alternates p Dedicated outdoor air system per C402.4.1.4 and C403.6 Show locations of qualifying daylight zone O In buildings z 3 stories,25%or more of NET floor area is in DLZ per C402.4.1.1 (DLZ)areas and ftz on project plans. a 0 In buildings<3 stories,50/o or more of CONDITIONED floor area is within DLZ per C402.4.1.1 For Daylight Zone Area Calculations- Daylight Zone Calculations a)Sidelight areas include primary+ secondary daylight zone areas. Daylight Zone Fenestration Alternate Sidelight Daylight Toplight Daylight Percent Daylight b)include overlapping toplight and sidelight Not Selected.No Calculations Required Zone Area Zone Area Zone Area daylight zone areas underToplight. c)Net floor area definition in Chapter 2. Spaces in Single Story List all enclosed spaces that exceed 2,500 ftz,have ceiling height greater than 15 ff and are space Building Requiring SIkylights types required to comply with this provision.indicate aperture with AP"prefix(AP 1.1%) In these spaces a minimum of 50%of the Space Space Area(ft) DLZ Area(ftz) SRR or Aperture Exception floor area shall be within a skylight daylight zone(DLZ).Refer to C402.4.2 for requirements. SRR=Skylight to roof ratio Envelope Exemptions Low Energy and Semi-heated Low energy spaces per C402.1.1 Item 1 are exempt from the thermal envelope provisions.Semi- heated spaces heated by systems other than electric resistance are exempt from wall insulation Spaces provision only per C402.1.1.1. Complete Low Energy and Semi-Heated Spaces table in MECH-SUM to verify eligibility based on installed peak heating and cooling capacity per sf. Equipment Buildin S Wall Insulation Roof Insulation Overall Average g R-Value R-Value U-Factor Equipment buildings are exempt from the Equipment Building Envelope thermal envelope provisions per C402.1.2. The following shall be met to be,eligible: Electronic equipment power(watts/sf) building size s 500 sf,average wall/roof U- Heating system output capacity(Btu/hr) factor 5 U-0.20,electronic equipment load z 7 watts/sf,heating system output capacity 5 Cooling capacity(Yes/No) 17,000 btu/h. Cooling system capacity not i Component • • • 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: Arlington Foundry Casting Operation Date 08/19/2020 Target Insulation Allowance For Building Department Use Fully Conditioned Space-Commercial,Group R.Mixed Use Calculation Adjustments None Applied Fenestration Area as%gross above-grade wall area 2.0% Max.Target: 30.0% Skylight Area as%gross roof area 0.0% Max.Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV-SUM For Stand-alone Projects"," Vertical Fenestration Net Wall User Note Existing-to-remain Areas Skyiights Net Roof Building Component Proposed UA Target UA Cavity+Cl Plan/Detail M I U-factor Source&Table#2 U-factor x Area(A) =UA(U x A) U-factor x Area(A)= UA(U x A) Y R=38 Continuous insulation above roof deck 0.026 58000 1508.0 0.027 58000 1 1566.0 a) R= Above Deck Insulation U-0.027 �R= R= 0.031 m R= (Metal Building U-0.031 g R= e R= 0.027 Ir R= Joist/single rafter U-0.027 C R= t R= 0.021 1 a R= Single raft,attic,other U-0.021 a R= Suite demise:insulated metal panel,Melt ILL 0.026 Span,CF type 0.026 8700 229.7 0.055 8700 478.5 y R= Steel/metal frame U-0.055 u) R= 1 .o R= 0.052 in R= Metal Building U-0.052 v E R= 12 tj O R= 0.054 m 0 o R= Wood Frame,other U-0.054 Q R= R=26 Perimeter Furring:2/A8.1 (R13+R13) 0.045 1054 47.4 0.104 26356 2741.0 R= Mass Wall U-0.104 o N R=21 Stickpin insulation 0.048 6702 321.7 m m R= CL p R=26 Perimeter Furring:2B/A8.1(R13+R13) 0.045 4960 223.2 R= R=8.7 Rigid insulation 0.110 13640 1500.4 R= 0.200 c R= Mass Transfer Deck U-0.20 R= m R= 0.078 p, N R= Group R Mass Wall U-0.078 0 IR= y E R= 0.104 o R= Assumed to be Mass Wall U-0.104 m U R= R= 0.078 o Q R= Assumed to be Mass Wall U-0.078 m 0R= N�R= 0.031 m R= Mass Floor U-0.031 o R= .2 m R= 0.029 m R= Joist/Framing U-0.029 u_ R= Area UA Area UA Pagel Subtotal 93056 3830 93056 4786 Component Performance Compliance (UA) UA COMPLIES 1 r � a � �: ti Component • • • 2015 WSEC Compliance Forms for Commercial Buildings Including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 Project Title: Arlington Foundry Casting Operation Date 08/19/2020 Fenestration Area as%gross above-grade wall area 2.0% Max.Target: 30.0% For Building Department Use Skylight Area as%gross roof area 0.0% Max.Target: 5.0% Building Component Proposed UA Target UA Ins.R Plan/Detall# F-factor Source&Table#a F-factor x Perimeter =FP(F x P) F-factor x Perimeter= UA(U x A) y R= No insulation 0.730 964 703.7 0.540 964 520.6 CD r R= Slab-On-Grade F-0.54 c � R= a R= 0.550 to :: R= Heated Slab-On-Grade F-0.55 = R= Schedule ID U-factor Source"" U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) c Tx T wood mandoors-non-insulated 0.610 1 105 64.1 0.370 !, 205 75.9 c Opaque Swing Doors U-0.37 10'x 10'metal dock doors-insulated 0.37 100 37.0 0 O 0.340 ❑ t Opaque rollup&sliding U-0.34 0 0.30 1 (D Non-Metal Frame U-0.30 C O Z Exterior windows-NFRC rated assembly 0.38 614 233.3 0.38 614 233.3 Dc Metal Frame,Fixed U-0.38 m m � N d d Demising wall relites-NFRC rated assembly 0 0.40 LL o Metal Frame,Operable U-0.40 m 07 a) Exterior storefront entrance-NFRC rated a 0.60 88 52.8 0.60 as 52.8 Metal Entrance Door U-0.60 c m N rn 0.50 r T All types U-0.50 rn F Refrigerated Space Freezer Floors Proposed UA Target UA Cl Plan/Detail# U-factor Source&Table#2 U-factor x Area(A) =UA(U x A U-factor x Area(A)= UA(U x A) y R= °o R= Freezer Floor LL LL �R= Area' UA Area' UA Page 2 Subtotal 1871 1091 1871 883 TO COMPLY-The Proposed Total UA shall not Page 1 Subtotal 93056 3830 93056 4786 exceed the Target Total UA. Project Total 94927 4921 94927 5668 Component Performance Compliance (UA) UA COMPLIES Refrigerated Space Windows In Doors n,iz t,uuiei i uoiiuie Fane i ripie rai ie men was I Heat Reflective Plan/Detail# Description Freezer Glass Glass Filled Treated Glass N O O O ❑ ❑ C C_ •� C C L i� U ,� ' . 1d — _ — 1 1 _ . I � 1 fH �� F Note 1-if vertical fenestration or skylight area exceeds maximum allowed per C402.4.1,then Target Area Adjustment of all applicable envelope elements will be calculated automatically by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. Note 2-Opaque assembly U-factors shall come from Appendix A or be calculated per approved method as specified in C402.1.5.1. Note 3-Proposed CMU mass wall in non-Group R that meet Table C402.1.4 Footnote D requirements can enter the target U-value of 0.104. Note 4-Semi-heated spaces-For spaces eligible for this wall insulation exception,the UA calculation excludes all wall assemblies.However, wall area values are required to run the window-to-wall ratio calculation.Enter into form all wall types in the semi-heated space.Enter the sf area of each wall type and enter"I"for the U-factor. Note 5-Mass transfer slab edges must be covered with an assembly having an overall U-factor of 0.2. Note 6-Demising walls,doors,and vertical fenestration separating spaces with different degrees of space conditioning(unconditioned,semi-heated, fully conditioned)shall be included only on the ENV-UA form for the space with the greatest degree of space conditioning. Note 7-List Group R above grade mass walls here.List all other above grade walls,Commercial and Group R,in the Opaque Walls-Above Grade section. Note 8 -Slab-on-grade F-Factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Note 9 -Opaque door U-factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1.A door is defined as opaque if less than 50%of the door area has glazing. Note 10-Fenestration assembly U-Factors shall be the manufacturer's NFRC product rating,which includes the glazing and frame,or shall be the default value per Section C303.1.3. Note 11-Refrigerated Coolers-Target U-factors for cooler roof,wall and door assemblies are per C410.Enter proposed information under the most similar assembly type.Target F-factors for slab-on-grade floors are per C402. Target U-factors for floors that separate a cooler from a non-cooler space(unconditioned and conditioned)are per C402. Target U-factors for vertical fenestration(not within cooler doors)are per C40Z Enter only the opaque portion ofrefrigerated space doors. Windows within doors and reach-in display case doors shall comply with C410 prescriptive requirements. Note 12-Refrigerated Freezers-Target U-factors for freezer roof,wall and door assemblies are per C410.Enter proposed information under the most similar assembly type. Target U-factor for insulated freezer floors is per C410.Insulation is required under the entire freezer floor.Enter proposed information in the Freezer Floor section.If the freezer floor assembly rests on top of a standard floor,the vertical edge of the freezer floor shall be entered as a section of freezer wall.If freezer floor insulation is installed as integral to or applied underneath a slab-on-grade or exposed floor,this floor area shall be thermally broken from the surrounding floor.Enter proposed thermal break information in the Freezer Floor section and note it as In-Floor Thermal Break.Enter only the opaque portion of freezer doors. Windows within doors and reach-in display case doors shall comply with C410 prescriptive requirements. Note 13-Stand alone projects-Enter total existing-to-remain sf areas for net above grade walls(including opaque doors),net roof,vertical fenestration and skylights in section provided at top of ENV-UA form.Enter UA information for new envelope assemblies in Building Components section. Note 14-Addition+Existing,Alteration+Existing,Addition+Alteration+Existing projects-Enter sf areas and estimated U-factors for all existing-to- remain envelope assemblies in Building Components section.Identify these assemblies as EXISTING in U-factor Source&Table#column. Enter UA information for new addition and altered envelope assemblies in Building Components section.Existing and new information will autofill into the Vertical Fenestration and Skylight Area Calculation section of ENV-SUM as all NEW.Does not affect calculation results. 0 a. S f 9 Structural Calculations PREPARED FOR: Sierra Construction 14800 NE North Woodinville Way Woodinville, WA PROJECT. Casting Operations -TI 2200333.20 PREPARED BY.• Larry Higgins PE Sr. Engineer REVIEWED BY.• Danial L. Booth PE SE Principal DATE: August 2020 Received AUG 2 6 2020 tr,?!�4� Civil Engineers 9 Structural Engineers Landscape Architects Community Planners 9 Land Surveyors • Neighbors Structural Calculations For [0=13 Casting Operations TI Arlington, WA Project # 2200333.20 Project Principal Danial L. Booth PE SE Sr. Engineer Larry A. Higgins PE Design Criteria Design Codes and Standards Codes and Standards: Structural design and construction shall be in accordance with the applicable sections of the following codes and standards as adopted and amended by the local building authority: International Building Code, 2015 Edition. Structural Design Criteria: Live Load Criteria: L BO Roof(Min Blanket Snow) 25 psf of WASy�c0,, Interior wall loading 5psf Seismic Criteria.- Risk Category II Seismic Importance Factor 1.0 � AL Ss = 1.067 S1 = 0.415 SsZONAL Sd5 = 0.763 Sd1 = 0.439 OB12#12020 Site Class = D Seismic Design Category = D Response Modification Coeff. (Rp):2.5 (Ap)=1 Seismic Response Coeff. (Fp): 0.23 x Wp Soil Criteria: Based on Geotechnical Engineering Report by:Terra and Associates, dated June 2020. Allowable Soil Bearing Capacity: 3000 allow 33% increase for loads from wind or seismic origin. Active Earth Pressure = 35pcf/55pcf(un-restrained/restrained) Seismic Earth Pressure = 8H Friction Coefficient = 0.35 (sf=1.5) Passive Pressure = 300 pcf(sf=1.5) Project Description The is for the tenant improvement going into the shell building already under permit. This consists of connection of a pre-engineered insulated metal panel (IMP)wall system to the floor and roof; exterior mounted equipment.The exterior equipment consists of an Aire Receiver on the southeast corner of the building and two heavy condensing units on the North side of the building. I Project Project No Subject Air Receiver Phone With/To Fax# Address #Faxed Pages _ Date By Mechanical Unit Seismic ASCE 7-10 Chapter 13 Unit Length Unit Weight Wt:=4500•I& single bolt�� uL:=48.5•in Unit Width double bolter UW:=41.4•in Cg:=110•in Curb:=0•in Unit Height to Cg UH:=Cg+Curb UH=9.17 ft Seismic Sds:=.763 Ap:=1 Rp:=2.5 Ip:=10 Unit Elevation z:=o•ft Building Roof Elevation h:=18•ft zh:= if(zh<I zh,1)=0 h Attachment Load (1+2.zh) Fp1:=Wt•0.4•Sds•Ap•Ip• Fp1=549Ibf Rp Fpmin:=Wt•.3•Sds•1 p Fpmin=1030 Ibf Fp:=if(Fpmin>Fp 1,Fpmin,Fp 1) Fp=1030 Ibf Overturning Width OTMw:=Fp•UH OTMw=9442.13(ft•lbf) RMw:=Wt• Uw RMw=7762.5(ft•lbf) 2 9•D+E Upw;= f OTMw U� bf •RMw) Upw=711.85 I -NoiJVitHf-Neg-aRve- Overturning Length OTMI:=Fp•UH OTMI=9442.13(ft•lbf) both have uplift RM1:=Wt• UL� RM1=9093.75(ft•Ibf) 2 (OTMI—.9•RMI) .9•D+E Up!:= Upl=311.21bf UL No Project Title: Arlington-Casting Operations Engineer: Larry Higgins PE Project ID: 2200333.20 Project Descr: File:2200333_FLOYD.ec6 General Footing -Software capydghtENERCALC,INC.1383-2020,Build:12.20.5.31 DESCRIPTION: Air Receiver-Perpendicular loading Code References Calculations per ACI 318-11, IBC 2012, CBC 2013,ASCE 7-10 Load Combinations Used : IBC 2018 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 2.50 ksf fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = Yes Ec:Concrete Elastic Modulus = 3,122.02 ksi Soil Passive Resistance(for Sliding) = 250.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 (p Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Setting: Footing base depth below soil surface = ft Min Steel% Bending Reinf. = Allow press.increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0 : 1 Min.Sliding Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure No when max.length or width is greater than ft Use Pedestal wt for stability,mom&shear No Dimensions Width parallel to X-X Axis = 5.0 ft Length parallel to Z-Z Axis = 5.0 ft Footing Thickness = 18.0 in 1 Pedestal dimensions... „ x px:parallel to X-X Axis = 48.0 in pz:parallel to Z-Z Axis _ 48.0 in Height 0.050 in Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in - a Reinforcing _ - —. Bars parallel to X-X Axis Number of Bars = 7.0 Reinforcing Bar Size = # 6 Bars parallel to Z-Z Axis Number of Bars = 7.0 Reinforcing Bar Size = # 6 Bandwidth Distribution Check (ACI 15.4.4.2) _ --- Direction Requiring Closer Separation n/a #Bars required within zone n/a #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P:Column Load = 4.50 k OB:Overburden = ksf M-xx = k-ft M-zz = 9.440 k-ft V-x = k V-z = k Project Title: Arlington-Casting Operations Engineer: Larry Higgins PE Project ID: 2200333.20 Project Descr: File:2200333_F'LOYD.ec6 General Footing Software copoghtENERCALC,INC.1ss3-2020.BtMAZ20.5.31 RFW-M - - DESCRIPTION: Air Receiver-Perpendicular loading DESIGN SUMMARY Design OK Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.2618 Soil Bearing 0.7115 ksf 2.718 ksf +D+0.70E about Z-Z axis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS 2.256 Overturning-Z-Z 6.608 k-ft 14.906 k-ft +0.60D+0.70E PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.002087 Z Flexure(+X) 0.08328 k-ft/ft 39.906 k-ft/ft +1.353D+E PASS 0.000789 Z Flexure(-X) 0.03150 k-ft/ft 39.906 k-ft/ft +1.40D PASS 0.000789 X Flexure(+Z) 0.03150 k-ft/ft 39.906 k-ftlft +1.40D PASS 0.000789 X Flexure(-Z) 0.03150 k-ftlft 39.906 k-ft/ft +1.40D PASS n/a 1-way Shear(+X) 0.0 psi 82.158 psi n/a PASS 0.0 1-way Shear(-)Q 0.0 psi 0.0 psi nla PASS n/a 1-way Shear(+Z) 0.0 psi 82.158 psi n/a PASS n/a 1-way Shear(-Z) 0.0 psi 82.158 psi nla PASS n/a 2-way Punching 0.2417 psi 82.158 psi +1.40D Detailed Results Soil Bearing Rotation Axis& Xece Zecc Actual Soil Bearing Stress @Location Actual 1 Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X,D Only 2.718 n/a 0.0 0.3975 0.3975 n/a nla 0.146 X-X,+D+0.70E 2.718 n/a 0.0 0.3975 0.3975 n/a n/a 0.146 X-X,+D+0.5250E 2.718 n/a 0.0 0.3975 0.3975 n/a n/a 0.146 X-X,+0.60D 2.718 n/a 0.0 0.2385 0.2385 n/a n/a 0.088 X-X,+0.60D+0.70E 2.718 n/a 0.0 0.2385 0.2385 n/a nla 0.088 Z-Z,D Only 2.718 0.0 n/a n/a n/a 0.3975 0.3975 0.146 Z-Z,+D+0.70E 2.718 7.979 n/a n/a n/a 0.08349 0.7115 0.262 Z-Z,+D+0.5250E 2.718 5.985 n/a n/a n/a 0.1620 0.6330 0.233 Z-Z,+0.60D 2.718 0.0 n/a n/a n/a 0.2385 0.2385 0.088 Z-Z,+0.60D+0.70E 2.718 13.299 n/a n/a n/a 0.0 0.5678 0.209 Overturning Stability Rotation Axis& Load Combination Overturning Moment Resisting Moment Stability Ratio Status X-X,D Only None 0.0 k-ft Infinity OK X-X,+D+0.70E None 0.0 k-ft Infinity OK X-X,+D+0.5250E None 0.0 k-ft Infinity OK X-X,+0.60D None 0.0 k-ft Infinity OK X-X,+0.60D+0.70E None 0.0 k-ft Infinity OK Z-Z,D Only None 0.0 k-ft Infinity OK Z-Z,+D+0.70E 6.608 k-ft 24.844 k-ft 3.760 OK Z-Z,+D+0.5250E 4.956 k-ft 24.844 k-ft 5.013 OK Z-Z,+0.60D None 0.0 k-ft Infinity OK Z-Z,+0.60D+0.70E 6.608 k-ft 14.906 k-ft 2.256 OK All units k Sliding Stability Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi"Mn Status k-ft Surface inA2 102 inA2 k-ft X-X,+1.40D 0.03150 +Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK X-X,+1.40D 0.03150 -Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK X-X,+1.20D 0.0270 +Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK X-X,+1.20D 0.0270 -Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK X-X,+1.353D+E 0.03043 +Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK Project Title: Arlington - Casting Operations Engineer: Larry Higgins PE Project ID: 2200333.20 Project Descr: F1e:2200333 FLOYD.ec6 General Footing Software copyright ENERCALC,INC.1983-2020,Build:12.20.5.31 DESCRIPTION: Air Receiver-Perpendicular loading Footing Flexure Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status Flexure Axis&Load Combination k-ft Surface inA2 inA2 inA2 k-ft X-X,+1.353D+E 0.03043 -Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK X-X,+0.90D 0.02025 +Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK X-X,+0.90D 0.02025 -Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK X-X,+0.7474D+E 0.01682 +Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK X-X,+0.7474D+E 0.01682 -Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+1.40D 0.03150 -X Bottom 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+1.40D 0.03150 +X Bottom 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+1.20D 0.0270 -X Bottom 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+1.20D 0.0270 +X Bottom 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+1.353D+E 0.02241 -X Top 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+1.353D+E 0.08328 +X Bottom 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+0.90D 0.02025 -X Bottom 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+0.90D 0.02025 +X Bottom 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+0.7474D+E 0.02032 -X Top 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+0.7474D+E 0.07583 +X Bottom 0.3888 Min Temp% 0.6160 39.906 OK One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu 1 Phi*Vn Status +1.40D 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 82.16 psi 0.00 OK +1.20D 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 82.16 psi 0.00 OK +1.353D+E 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 82.16 psi 0.00 OK +0.90D 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 82.16 psi 0.00 OK +0.7474D+E 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 82.16 psi 0.00 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu 1 Phi*Vn Status +1.40D 0.24 psi 164.32psi 0.001471 OK +1.20D 0.24 psi 164.32psi 0.001471 OK +1.353D+E 0.24 psi 164.32psi 0.001471 OK +0.90D 0.24 psi 164.32psi 0.001471 OK +0.7474D+E 0.24 psi 164.32osi 0.001471 OK Project Title: Arlington-Casting Operations Engineer: Larry Higgins PE Project ID: 2200333.20 Project Descr: 2200333_PLOYD.ed General Footing Software copytghtENERCALC,INC.1983-2020,Build:12.20.5.31 DESCRIPTION: Air Receiver-angle loading Code References Calculations per ACi 318-11, IBC 2012, CBC 2013,ASCE 7-10 Load Combinations Used : IBC 2018 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing _ 2.50 ksf fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight - Yes Ec:Concrete Elastic Modulus = 3,122.02 ksi Soil Passive Resistance(for Sliding) = 250.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 (p Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Setting: Footing base depth below soil surface = ft Min Steel% Bending Reinf. = Allow press,increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0 :1 Min.Sliding Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes - ksf Add Pedestal Wt for Soil Pressure No when max.length or width is greater than - ft Use Pedestal wt for stability,mom&shear No Dimensions Width parallel to X-X Axis = 5.0 ft Length parallel to Z-Z Axis = 5.0 ft rp Footing Thickness = 18.0 in l x Pedestal dimensions... px:parallel to X-X Axis = 48.0 in pz:parallel to Z-Z Axis _ 48.0 in Height 0.050 in Reber Centerline to Edge of Concrete... at Bottom of footing = 3.0 in - i Reinforcing J Bars parallel to X-X Axis Number of Bars = 7.0 Reinforcing Bar Size = # 6 Bars parallel to Z-Z Axis Number of Bars = 7.0 Reinforcing Bar Size = # 6 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a #Bars required within zone n/a #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P:Column Load = 4.50 k OB:Overburden = ksf M-x = 6.680 k-ft M-u = 6.680 k-ft V-x = k V-z = k Project Title: Arlington -Casting Operations Engineer: Larry Higgins PE Project ID: 2200333.20 Project Descr: File:2200333_FL0YD.ec6 General Footing Software copyright ENERCALC,INC.1983-2020,RuildAZ20.5.31 DESCRIPTION: Air Receiver-angle loading DESIGN SUMMARY Design O Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.2280 Soil Bearing 0.6197 ksf 2.718 ksf +D+0.70E about Z-Z axis PASS 3.188 Overturning-X-X 4.676 k-ft 14.906 k-ft +0.60D+0.70E PASS 3.188 Overturning-Z-Z 4.676 k-ft 14.906 k-ft +0.60D+0.70E PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.00170 Z Flexure(+X) 0.06783 k-ft/ft 39.906 k-ft/ft +1.353D+E PASS 0.000789 Z Flexure(-X) 0.03150 k-ft/ft 39.906 k-ft/ft +1.40D PASS 0.00170 X Flexure(+Z) 0.06783 k-ft/ft 39.906 k-ft/ft +1.353D+E PASS 0.000789 X Flexure(-Z) 0.03150 k-ftlft 39.906 k-ft/ft +1.40D PASS n/a 1-way Shear(+X) 0.0 psi 82.158 psi n/a PASS 0.0 1-way Shear(-X) 0.0 psi 0.0 psi n/a PASS n/a 1-way Shear(+Z) 0.0 psi 82.158 psi n/a PASS n/a 1-way Shear(-Z) 0.0 psi 82.158 psi n/a PASS n/a 2-way Punching 0.2417 psi 82.158 psi +1.40D Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual 1 Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X,D Only 2.718 n/a 0.0 0.3975 0.3975 n/a nla 0.146 X-X,+D+0.70E 2.718 n/a 5.646 0.1753 0.6197 n/a n/a 0.228 X-X,+D+0.5250E 2.718 n/a 4.235 0.2308 0.5642 n/a n/a 0.208 X-X,+0.60D 2.718 n/a 0.0 0.2385 0.2385 n/a n/a 0.088 X-X,+0.60D+0.70E 2.718 n/a 9.411 &01630 0.4607 n/a n/a 0.170 Z-Z,D Only 2.718 0.0 nla nla n/a 0.3975 0.3975 0.146 Z-Z,+D+0.70E 2.718 5.646 n/a n/a n/a 0.1753 0.6197 0.228 Z-Z,+D+0.5250E 2.718 4.235 n/a n/a n/a 0.2308 0.5642 0.208 Z-Z,+0.60D 2.718 0.0 n/a n/a n/a 0.2385 0.2385 0.088 Z-Z,+0.60D+0.70E 2.718 9.411 nla n/a nla 0.01630 0.4607 0.170 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X-X,D Only None 0.0 k-ft Infinity OK X-X,+D+0.70E 4.676 k-ft 24.844 k-ft 5.313 OK X-X,+D+0.5250E 3.507 k-ft 24.844 k-ft 7.084 OK X-X,+0.601) None 0.0 k-ft Infinity OK X-X,+0.60D+0.70E 4.676 k-ft 14.906 k-ft 3.188 OK Z-Z,D Only None 0.0 k-ft Infinity OK Z-Z,+D+0.70E 4.676 k-ft 24.844 k-ft 5.313 OK Z-Z,+D+0.5250E 3.507 k-ft 24.844 k-ft 7.084 OK Z-Z,+0.60D None 0.0 k-ft Infinity OK Z-Z,+0.60D+0.70E 4.676 k-ft 14.906 k-ft 3.188 OK All units k Sliding Stability Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Footing Flexure Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status Flexure Axis&Load Combination k-ft Surface in^2 inA2 inA2 k-ft X-X,+1.40D 0.03150 +Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK X-X,+1.40D 0.03150 -Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK X-X,+1.20D 0.0270 +Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK X-X,+1.20D 0.0270 -Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK X-X,+1.353D+E 0.06783 +Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK Project Title: Arlington -Casting Operations Engineer: Larry Higgins PE Project ID: 2200333.20 Project Descr: File:2206333_FL0Y5.ec6 General Footing Software ooW.ghtENERCALC,INC.19s&2020,eu1a:122o.s.31 DESCRIPTION: Air Receiver-angle loading Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi'Mn Status k-ft Surface inA2 in"2 inA2 k-ft X-X,+1.353D+E 0.006961 -Z Top 0.3888 Min Temp% 0.6160 39.906 OK X-X,+0.90D 0.02025 +Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK X-X,+0.90D 0.02025 -Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK X-X,+0.7474D+E 0.05432 +Z Bottom 0.3888 Min Temp% 0.6160 39.906 OK X-X,+0.7474D+E 0.01972 -Z Top 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+1.40D 0.03150 -X Bottom 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+1.40D 0.03150 +X Bottom 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+1.20D 0.0270 -X Bottom 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+1.201) 0.0270 +X Bottom 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+1.353D+E 0.006961 -X Top 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+1.353D+E 0.06783 +X Bottom 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+0.901) 0.02025 -X Bottom 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+0.901) 0.02025 +X Bottom 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+0.7474D+E 0.01972 -X Top 0.3888 Min Temp% 0.6160 39.906 OK Z-Z,+0.7474D+E 0.05432 +X Bottom 0.3888 Min Temp% 0.6160 39.906 OK One Way Shear Load Combination Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu 1 Phi"Vn Status_ +1.40D 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 82.16 psi 0.00 OK +1.20D 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 82.16 psi 0.00 OK +1.353D+E 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 82.16 psi 0.00 OK +0.90D 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 82.16 psi 0.00 OK +0.7474D+E 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 82.16 psi 0.00 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu 1 Phi'Vn Status +1.40D 0.24 psi 164.32psi 0.001471 OK +1.20D 0.24 psi 164.32psi 0.001471 OK +1.353D+E 0.24 psi 164.32psi 0.001471 OK +0.90D 0.24 psi 164.32psi 0.001471 OK +0.7474D+E 0.24 os` 164.32psi 0.001471 OK 0 3 N N co C P 4 Z kn d' (Oil aN oo < Cams W Z � m j� o0 000 U w Un) wl i I i I I Lm 0o — — — — a O¢ QO !A - QO O N ry d US N O U fa N I N I 1 � Z C 11 E/3 LD Ld � K Z Q 10 U Z U LO _ Q W D m W � J In 1 p• � Z � N W OJ s Z W W O C� f� (7Zp g W Z EL JM] O CL :o- NwSS�� pp EL KN ao � aU � pdOU J M 1 0$ p z O x � � U X N W � r 9 1... � � L�. � Z 6 x O CL d co O O O R X X a 1 1 w O rn f Q .q w co Z Z ,��, O X Q p - Lo ,n u '� d d a a Z a x, o w N n -- ---- ------------ z a Ul h Z Z d Z N d < LN` N o z Cj [O IC M M Ul 9 z N N M d IA l0 I'] z U 1 In (n S W 4- li W W W li Li ¢ fn 0- — I 1 1 I / N I z I 10-1 W O I I W , 1 1 � 2 Q 1 1 I Q o D InO dW \0\ U O H Ib d X O d c Q Z_ O W d^Z W 0 x < � I -- 1 OQ tr' _ H W I Q /II W la N N � O co N N N N 11') N 2200333.20 ■ Project _ _ Project No _ .1 Subject Condensing units- Phone _ slab on grade Ow �� WithlTo Fax# ff • HJ Address #Faxed Pages r _ Date By _Larry Higgins PE Mechanical Unit Seismic ASCE 7-10 Chapter 13 Unit Length UL:=162•in Unit Weight Wt:=5838•I& Unit Width UW:=88.in Cg:=42.in Curb:=0•in Unit Height to Cg UH:=Cg+Curb UH=3.5 ft Seismic Sds:=.763 Ap:=1 Rp:=2.5 Ip:=1.0 Unit Elevation z:=o•ft Building Roof Elevation h:=18•ft anchored to zh:=h if(zh<1,zh,1)=o ground Attachment Load Fpl:=M.0.4•Sds•Ap•Ip• (1+2.zh) Fpf=713Ibf Rp Fpmin:=wt•.3.Sds•I p Fpmin=1336 Ibf Fp:=if(Fpmin>Fp l,Fpmin,Fp?) Fp=1336Ibf 1336/4 =334#per bolt(use 4 expansion anchors, one each corner). 3/8"dia exp anchor, okay by inspection Overturning Width OTMw:=Fp•UH OTMw=4677.11 (ft•lbf) RMw:=Wt• Uw RMw=21406(ft-ibf) 2 9•D+E Upw:= (OTMw—.9•RMw) Upw=-1989.31 Ibf Uw No Uplift if Negative Overturning Length OTMI:=Fp•UH OTMI=4677.11 (ft•lbf) RM1:=Wt. UL RMI=39406.5(ft•Ibf) 2 .9•D+E Up/:= (OTMI U.•RMi) Up/=—2280.65 1& No Uplift if Negative Chiller Model CGAM Unit Nominal Tonnage 100 tons pot ;� Refrigeration Capacity 94.83 tons Cooling Efficiency 10.02 EER(BtuNV-h) I IPLV.IP 14.38 EER(BtuNV-h) NPLV.IP 14.38 EER(BtuNV-h) Elevation 0.000 ft Unit Frequency 60 hertz t Unit Voltage 460.volt 3 phases Refrigerant Type R410A Number of compressor 4 +-. Number of circuits 2 = Number of capacity steps 4 Agency Listing UUCUL Evaporator Application Std cooling Fluid Temperatures Flow Rate Evaporator Leaving 44 00 F Design Flow 226 5 gpm Freeze protection With freeze protection Evaporator Entering 54 00 F Min Flow 115.5 gpm Fouling factor 0.0001000 hr-sq ft deg F!Btu Fluid Properties Fluid Pressure Drop Flow switch set point 60 Fluid Type Water Total PD evap+strainer 15 1 ft H2O Flow switch set point cm/sec Freeze Point 32.00 F Design Evap PD 11 5 ft H2O Water connection size 4 000 in Min PD 4 17 ft H2O Unit Application Wide ambient Fin Material Microchannel Ambient Air Temp. 95.0 F Total airflow 73215 cfm Number of Fans 8 Unit RLA LRA Compressor Starter Across the line Incoming Power Line Conn.Type Single point Compressor A 41.90 A 260.00 A Total Power 113.6 kW Circuit Compressor B 4190 A 260 00 A Compressor Power 103.7 kW Power Line Conn.Type breaker-high Compressor D 41 90 A 260.00 A p fault rated Fan Power 9.673 kW Short Circuit Current Option High Compressor E 41 90 A 260 00 A Total Fan FLA 26.60 A Short Circuit Current Rating 65000 A Single Point Power MCA 207 A Single Point Power MOP 225 A Dimensions Refrigerant Charge Oil Charge Length 166 in Operating Weight 5838 Ib Circuit 1 49.0 lb 2.91 gal Width 89 in Shipping Weight 5816 lb Circuit 2 49.0 lb 2.91 gal Height 93 in A-Weighted Sound Power Sound Pressure' Unit Sound Package 100% 95 dBA 68 dBA Super quiet Note:In Accordance with AHRI 370 'Note:at 30 feet in free field 2020-03-04 16 53:23Z Page 1 of 17 Constant Condenser at 10%interval Load% Cap.tons LWT Evap F EWT Evap F Flow Evap WPD Evap ft Amb F Power kW Eff.EER gpm H2O 100 94.83 44.00 54.00 226.5 15.1 95.0 113.6 10.02 90 85.35 44.00 54.00 203.9 12.3 95.0 100.9 10.15 80 75.86 44.00 54.00 181.3 9.84 95.0 88.46 10.29 70 66.38 44.00 54.00 158.7 7.63 95.0 75.24 10.59 60 56.90 44.00 54.00 136.0 5.69 95.0 62.33 10.95 30 47.41 44.00 53.15 123.2 4.71 95.0 51.83 10.98 40 37.93 44.00 51.45 120.1 4.49 95.0 42.71 10.66 30 28.45 44.00 49.75 117.0 4.27 95.0 33.03 10.34 26 24.66 44.00 49.07 115.8 4.19 95.0 28.98 10.21 Standard Warranty Refrigerant(R410A)-ckt 1 49.0 lb ASHRAE 90.1-all versions up to 2010 Refrigerant(R410A)-ckt 2 49.0 lb This product meets the minimum efficiency requirements of ASHRAE HRq 94.84 tons Standard 90.t and CANS/CSA C743 for all versions(which are based on Rated Capacity(A AHRI standard rating conditions)and.therefore.also meets the LEED Rated Efficiency(AHRI) 10.02 EER(Stu/W-h) "Minimum Energy Performance' prerequisite in the Energy and Atmosphere section. IPLV 14.38 EER(BtuAfV--h) The LEED Green Building Rating SystemT".developed by the U.S Green Refrigeration Capacity 94.83 tons Building Council.provides indepenent.third-party verification that a Cooling Efficiency 10.02 EER(BtuNV-h) building project meets green building and performance measures Compress Power 103.7 kW Fan Motor Power 9.673 kW Certified in accordance with the AHRI Air-Cooled Water-Chilling Packages Certification Program,which is based on AHRI Standard 5501590(I-P)and AHRI Standard 551/591 (SI).Certified units may be found in the AHRI Directory at www.ahridirectory.org. TOPSS Version Number: 232 Data Generation Date: 3/4/2020 2020-03-04 1&53:23Z Page 2 of 17 v ! T., N � IT �( ?' 1 p E O C - M � I�--_1 O W Ol u. Q l N W 5 5 � O Z N w LL z o U 2020.03.04 18:53:237 Page 3 of 17 I ' I1 � I I ` I \ a OW 4 co I. m !I 2020-03-0418:53:23Z Page 4 of 17 Z O F �v L"Z J Z Ou i Er H L" ul Z?� i -- k-- _ . I U � O Qw J> wp Z G W K W ED © > Z Op O wz z 2 o� OU) U > d `I v 111n ao UN3 SIHI 1314Md 102111107 ilNn 2020-03-04 18:53:23Z Page 5 of 17 C'1 Ffl Lij LL 1 I U r w o qwj d Zo L oZ 1- Of O \ �I j W OD I — - l• w 2 O IY Z O U H 2020-03.64 18:53:23Z Page 6 of 17 1 U � IC ,93 z � QwOU M I Z`w 1 O u z~ 0-2 m Od� �. � o Ow i p O � ZZ�W l I M i w C II( 1 C— m �!—m 1 \� J W c ZQ ca�:z— Z w \� zZ ! �, }1 CL W w J U z O O O �!. ,'1 I( 1 Q N O O C) II l! I Z z F \i\ �/ 111 W a w � - wv Z F a 11 w O 0O Z cc ��� io ✓L— ', O W o� w C'i - i r"— 7 / N Q 2020-03-04 19:5323Z Page 10 of 17 ividual use end d on 3/14/2018 to Development for ated -Copyright 2018 National Fire Prole ua Associationk sin any err"Pemm o gmerrriOnt permission M NFPAB.For buferies orl o report uneuBiorizt ed use,cooled Ilcensln�g�ntpaeorg Joke Lepler No other reproduction 24-18 INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES Contractor's Material and Test Certificate for Underground Piping PROCEDURE Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and system left In service before contractor's personnel finally leave the Job. A certificate shall be filled out and signed by both representatives. Copies Shall be prepared tot approving authorities,owners,and contractor. it is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material,poor workmanship,or failure to comply with approving authority's r uirirements or local ordinances. Date G .J 7 f Property name 'a1 l,Vq Property address Accepted by approving authorities(names) Address _ Plans ' Yes � No Installation conforms to accepted plans Yes ❑ No Equipment used is approved If no,state deviations ❑ Yes .O-NO Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment? If no,explain 73, .t . ,o Instructions Have copies of appropriate InsW(j L di end care and maintenance ❑ Yes No charts been left on premises? J It no,explain17 Location Supplies buildings Pipe types and clasS� Type joint C C�C Pipe conforms to �- 11 standard ' Yes No Fittings conform to 2E8 2Y standard Yes ❑ No �t Underground If no,explain pipes and joints -- -- Yes ❑ No Joints needing anchorage clamped,strapped,or blocked in accordance with _AZ-AZ d,standard If no,explain Flushing: Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs.Flush at one of the flow rates as specified in 10.10.2.1.3. Hydrostatic: All piping and attached appurtenances subjected to system working pressure shall be hydrostatically tested at 200 psi (13.8 bar)or 50 psi(3.5 bar)in excess of the system working pressure,whichever is greater,and shall maintain that pressure 15 psi (0.35 bar)for 2 hours. Test Hydrostatic Testinq Allowance: Where additional water is added to the system to maintain the test pressures required by 10.102 description the amount of water shall be measured and shall not exceed the limits of the following equation(for metric equation,see 10.102.2.6): L = testing allowance(makeup water),in gallons per hour L= SDP S = length of pipe tested,in feet 148,000 D= nominal diameter of the pipe,in inches P= average test pressure during the hydrostatic test,in pounds per square inch(gauge) New EderAround piping flushed according to -Yes ❑ No tit-�� f-2L1 standard by(company) If no,explain - - Now flushing flow was obtained Through what type opening Public water ❑Tank or reservoir ❑Fire pump ❑ Hydrant butt Open pipe Flushing _ tests , p Z-� standard by(company) ,U—Yes ❑ No Lead-ins flushed according to J� If no,explain - - - How flushing flow was obtained Through what type opening ubllc water ❑Tank or reservoir ❑Fire pump ❑Y connection to flange Open pipe and spigot NFPA 24(p.1 of 2) m 2012 National Fire Protection Association -- FIGURE 10.10.1 Sample of Contractor's Material and Test Certificate for Underground Piping. Received 2013 Edition NOV 0 2 2020 downlo sIgnatod "Copyright 2018 National Fire Protect'On Association(NFPAO).Licensed.by agreement.lot Indio 1 use smW w lnquad on 03 mpor u to Coast d ut,,a'notit for anWng@�peke Legler.No other reproductlon transmission In any form permitted without vaitlen permission of NFPA®.Fa InquMes or 10 report unemdhorhed uc•.ax t,d I�ensl UNDERGROUND PIPING 24-19 Joints covered All new underground piping hydrostatically tested al Yes ❑ No Hydrostatic "2 G/ Psi for Z^ hours test Total amount of leakage measured gallons hours Leakage test Allowable leakage gallons hours Forward flow Foward flow test performed in accordance with 10.10.2.5.2: ❑ Yes }J no test of backffow preventer T e and make All operate satisfactorily Number installed yP ❑ Yes ❑ No Hydrants ❑ Yes O^No Water control valves left wide open If no,state reason 7Z�i L G'`i Control L LT valves ,a—Yes ❑ No Hose threads of fire department connections and hydrants interchangeable with those of fire department answering alarm Date left in service Remarks Name of installing contractor /S € tr��C I e C� T Tests wftnessed by Date Signatures For property owner(signed) Title Title Date For In ng contractor(s ) J r e4-)4 �.. 7—t2G, Additional expl ton and notes �rrrr.rrrrrrrrrrrrrrrrr • WASMINOTON STATE • • G8MnCATE OF COM PETRUCT • • MM PROIRC. ON SFRINKiLER STSTEME. • • Jacob SlIver Legler N • 23si3-O818-D Level U ; • Group a� • !n rrr.rrrrrrr.. rrr• NFPA 24(p.2 of 2) ©2012 National Fire Protection Association FIGURE 10.10.1 Contimied 2013 Edition iTr iE COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will delay the review. 0 One (1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) 0 One (1) City of Arlington Comm ercial/Multi-Family Submittal Requirements Form 0 Two (2) Architectural Drawings 0 Two (2) Structural Drawings 0 Two (2) Structural Calculations 0 One (1) Project Specification Manuals(if applicable) 0 One (1) NREC Code Compliance Forms Ell One (1) Special Inspection Requirements Forms will be completed/signed by permit issuance Qi One (1) Occupant's Statement of Intended Use Form will email 8/25/20 Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landucape, and then ROLLED TOGETHER IN COMPLETE SETS An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to ced@arlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 1112019 Page 1 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 Uniform Plumbing Code(UPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(W ESC) 10. 2017 Accessible&Usable Buildings and Facilities(ICC/A117.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.(IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 11/2019 Page 2 of 9 COMMERCIAL APPLICATION tric, o PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑x SITE PLAN-.REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer, gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. 0 ARCHITECTURAL DRAWINGS 1. ® Cover Sheet a) Building Information 1 Specify model code information. 2 Construction Type. 3 Number of stories and total height in feet. 4 Building square footage(per floor and total) 5 IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7 Occupant load calculation (show by occupancy type and total) 8 List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2 Architects 3. Structural Engineers 4 Owner 5. Developer 6. Any other Design Team Members 2 ® Floor Plan a) Plan view 1/8"minimum scale. Details a minimum %.-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,if applicable. i) Provide a door and door hardware schedule. REV 11/2019 Page 3 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 j) Show the location of all new walls,doors,windows, etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls 3. ® Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum %-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4 (91 Framing Plan a) Specify the size,spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run,landings, headroom,handrail and guardrail dimensions. 5 ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. © SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑x WASHINGTON STATE ENERGY CODE 1.One (1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 11/2019 Page 4 of 9 L11 I Q1, COMMERCIAL APPLICATION ' l,lvr� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are Issued separately.Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 11/2019 Page 6 of 9 �.� '` o� COMMERCIAL APPLICATION y ��N PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANTS STATEMENT OFINTENDED USE. Name of Project: Casting operations Valuation: _ $900-000 Project Address: 6108 188th Street NW SEG 2?TWP+1 RGE 05RT-4A1 TH PTN Etl2 NW1/4 NEtl4 DAF BAAP ON W LN SD SUB WH 31052200101000 IS 20FT N OF SW COR SD SUB TH E PLT N LN SO SUB 660FT MIL TAP ON E LN SO SUB Parcel I D#: Legal Description WH IS 20FT N OF SE CDR SO SUB TH N PLT W LN SD SUB 41OFTM/L TO S LN OF N 89OFT SD SUB TH W PLT N LN SO SUB&ALG S LN OF N 89OFT SO SUBXU71W117MWFT E OF W LN SD SUB TH S PLT W LN SD SUB 167FT M/L TAP 1057FTS OF N LN SO SUB TH W PLT N LN SD SUB 30OFT TO W LN SD SUB TH S ALG SD W LN 243FT M/L TO POB Owner: Sierra Construction Company Inc. Phone Number: 425-487-5200 Address: 14800 NE North Woodinville Way City: Woodinville State: WA Zip Code: 98072 Engineer: AHBL c/o:Larry Higgins Phone Number: 253-284-0248 Cell Phone: N/A E-mail: 1hi991ns6ahbl.com Address: 2215 North 30th Street City: Tacoma State: WA Zip Code_ 98403 General Contractor: Sierra Construction Company Inc.c/o:Bryan Ploetz Phone Number: 425-487-5200 Cell Phone: N/A E-mail: bryanp@sierraind.com Address: 14800 NE North Woodinville Way City: Woodinville State: WA Zip Code: 98072 Contractor's License Number Expiration: Contact Person.- Nelson Worldwide c/o:Todd Schutz Phone Number: 206-408-8645 Cell Phone: N/A E-mail: tschutz@nelsonww.com Address: 1200 Fi th AVP s„itP 1300 City: Seattle State: wA Zip Code: 981o1 NEW OFFICE SPACE AND FABRICATION ROOMS WITHIN EXISTING WAREHOUSE.THESE ARE THE FIRST IMPROVEMENTS ASSOCIATED WITH THIS Proposed Scope Of Work:PORTION OF THE SHE,L.NEW PIT LEVELER DOCK EQUIPMENT,SUITE CONTAINS BOTH 8 8 F OCCUPANCIES USED BY A SINGLE TENANT.THE WHOLE SUITE WILL BE CONDITIONED.FABRICATION EQUIPMENT TO BE UNDER FUTURE SEPARATE PERMIT BY TENANT. REV 11/2019 Page 6 of 9 COMMERCIAL APPLICATION INCy`�� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, INA 98223• Phone(360) 403-3551 Project Name/Tenant Casting Operations Site Address 6108188th Street NW Bldg/Unit/Suite IBC Construction Type 116 IBC Occupancy Type F-1 and B(Accessory) Description of Use OF-FICE.FABRICATIONANDSTORAGE-SEEALSOATTACHEDLETTER Building Square Footage 78,880 ivumoer or Stories 1 Square Footage Per Floor 78.880 Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems ❑ Compressed gas systems (FUTURE,BY TENANT) Fire alarm and detection s1rctamc Fire pumps ❑ Flammable and combustible liquids (tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storagE- (FUTURE,BY TENANT) ❑ Industrial ovens/furnace (FUTURE,BY TENANT) ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation,changes,modifications or removal of any of the above may require additional submittals, Information, or permits during the plan review or construction process. Statement of Special Inspection REV 11/2019 Page 7 of 9 L1X 1 f}l COMMERCIAL APPLICATION ri�r,�o PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 Name of Project: Casting Operations Project Address: 6108 188th Street NW Special Inspection Firm: _ Geotest Services Inc Address: 20527 67th Ave NE,Arlington,WA 98223 Contact Person: Phone: _ (360)733-7318 Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of _ Geotest Services Inc will perform special inspection for the following types of work(separate torms must be submitted it more than one term is to be employed) (x) Reinforced Concrete (x) Bolting in Concrete ( j Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specily: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconformi ng items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed,listing any nonconforming items and resolution of nonconforming items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site,for review. REV 11/2019 Page 8 of 9 L1l 1 f)� COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington, WA 98223• Phone(360) 403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS have read and agree to comply with the terms and conditions of this agreement. Owner: Date: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. 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U \ NELSON SIERRA CONSTRUCTION Nelco Architecture,Inc. OPERATIONS TI 1200 F Ave. CASTING Suite ,WSeattlee,WA 98101 Phone: (20208)408-8500 W W W AELSON W ORLDW IDE.COM 6108 188TH ST NE ARLINGTON , WASHINGTON DRAWING INDEX PROJECT DIRECTORY BUILDING INFORMATION CLIENT: SIERRA CONSTRUCTION COMPANY INC. SITE ADDRESS: 6108 188TH ST.NE,ARLINGTON,WA,98223 DRAWING REVISION ATTN: BRYAN PLOETZ PARCEL NUMBER: 31052200101000 SHEET SHEET ISSUE 14800 NE NORTH WOODINVILLE WAY LEGAL DESCRIPTION SEC 22 TWP 31 RGE 05RT-4A)TH PTN El/2 NWl/4 NEl/4 DAF SHEET TITLE REVISION ISSUE WOODINVILLE,WA.98072 N UMBER DATE BAAP ON W UN SD SUB WH IS 20FT N OF SW CDR SD SUB TH E NUMBER DATE TEL: 425.487.5200 PLT N UN SO SUB 66OFT M/L TAP ON E UN SD SUB W H IS 20FT N _ EMAIL: BRYANP@SIERRAIND.COM OF SE CDR SO SUB TH N PLT W UN SD SUB 410FTM/L TO S UN OF N ARCHITECT: NELSON 89OFT SO SUB TH W PLT N UN SO SUB&AUG S UN OF N 890FT SD GENERAL SUB360F F M/L TAP 300FT E OF W UN SO SUB TH S PLT W UN SO ATTN: JULIA SEEN SUB 167FT M/L TAP 1057FTS OF N UN SO SUB TH W PLT N LN SO AN-0 COVER SHEET 08/24/2020 1 1200 FIFTH AVE,#1300 SUB 30OFT TO W UN SO SUB TH S ALG SD W UN 243FT M/L TO POB PROJECT SITE AN-1 GENERAL NOTES AND ABBREVIATIONS 08/24/2020 SEATTLE,WA 98101 AN-2 ACCESSIBILITY DETAILS OB/24/2020 TEL: 925.399.3411 ZONING: GI-GENERAL INDUSTRIAL CLIENT ARCHITECTURAL EMAIL: JSEEN@NELSONONLINE.COM CONSTRUCTION TYPE IIIB ATTN: MARK EVANS,ARCHITECT OF RECORD SIERRP�. A0.1 GENERAL EGRESS AND SITE PLAN 08/24/2020 1200 FIFTH AVE,#1300 FIRE PROTECTION: FULLY SPRINKLERED SEATTLE,WA 98101 BUILDING TOTAL FLOOR AREA: 78,880 SF A2.1 OVERALL FLOOR PLAN 08/24/2020 CONSTRUCTIONGENERA COMPANY,INC. TEL: MEVAN8.BS1O OCCUPANCY TYPE: F-2(WAREHOUSE)/8(OFFICE)/A-2(ASSEMBLY) GENERAL GpNTgAGipR A2.12 ENLARGED FLOOR PLAN 08/24/2020 EMAIL: MEVANS@NELSONONLINE.COM A2.2 OVERALL REFLECTED CEILING PLAN 08/24/2020 GENERAL CONTRACTOR: SIERRA CONSTRUCTION COMPANY INC. PROPOSED SUITE AREA: 5,460 SF OFFICE(NEW)(B) A2.21 ENLARGED REFLECTED CEILING PLAN 08/24/2020 ATTN: BRYAN PLOETZ 51,477 SF WAREHOUSE(NEW F-1 AND EXISTING S-1) 14800 NE NORTH WOODINVILLE WAY 56,937 SF TOTAL SIERRA A2.31 ENLARGED POWER/COMM PLAN 08/24/2020 WOODINVILLE,WA.98072 A5.1 INTERIOR ELEVATIONS&DETAILS 08/24/2020 TEL: 425.487.5200 CONSTRUCTION A5.2 INTERIOR ELEVATIONS 08/24/2020 EMAIL: BRYAN@SIERRAIND.COM APPLICABLE CODES 14800 NE NORTH WOODINVILLE WAY A6.1 DOOR SCHEDULE OB/24/2020 STRUCTURAL: AHBL 2015 INTERNATIONAL BUILDING CODE(IBC) WOODINVILLE,WA 98072 ATTN: LARRY HIGGINS A6.2 FINISH SCHEDULE 08/24/2020 2215 NORTH 30TH STREET 2015 INTERNATIONAL EXISTING BUILDING CODE(IEBC) PROJECT _ A8.1 WALL TYPES 08/24/2020 TACOMA,WA.98403 2015 INTERNATIONAL FIRE CODE(IFC) SIERRAL CONSTRUCTION A8.2 WALLS&CEILING DETAILS 08/24/2020 TEL: 253.284.0248 2015 UNIFORM PLUMBING CODE(UPC) CASTING OPERATIONS TI EMAIL: LHIGGINS@AHBL.COM \ Tv �A STRUCTURAL COVID-19 DISCLAIMER 2015 INTERNATIONAL MECHANICAL E(IFGODE ) 1 VICINITY I MAP 2017 NATIONAL ELECTRICAL RICALCFUEL CODE(NEC) 2 50.1 TI STRUCTURAL NOTES OB/24/2020 THESE DRAWINGS DO NOT REFLECT THE GUIDELINES SET FORTH BY THE WORLD HEALTH 2O17 NATIONAL ELECTRICAL CODE(NEC) 6108 188TH ST.NE AN-0 TUTS IMAGE SOURCE:SNOHOMISH COUNTY PARCEL NEWER 50.2 TI STRUCTURAL NOTES 08/24/2020 ORGANIZATION AND CENTER FOR DISEASE CONTROL OR OTHER GOVERNMENTAL AGENCY ARLINGTON,WA GUIDELINES RELATED TO COVID-19. 2015 WASHINGTON STATE AMENDMENTS S0.3 TI TESTING AND INSPECTION NOTES 08/24/2020 2015 WASHINGTON STATE ENERGY CODE Description: No: Date: S0.4 TI TYPICAL DETAILS 08/24/2020 PERMIT SUBMITTAL 08/24/2020 ICC/ANSI AII7.1-2009-ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES SIA TI FOUNDATION PLAN 08/24/2020 S2.1 TI ROOF STRUCT STRUCMING TURAL AIL 08/24/2020 ENERGY REQUIREMENTS PROJECT DESCRIPTION 53.1 TI STRUCTURAL DETAILS OB/24/2020 TENANT IMPROVEMENTS CONSISTING OF:NEW OFFICE SPACE AND FABRICATION ROOMS WITHIN TENANT IMPROVEMENT SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE ENERGY CODE EXISTING WAREHOUSE.NEW PIT LEVELER DOCK EQUIIPMENT.THESE ARE THE FIRST REQUIREMENTS PER ATTACHED WSEC SPREADSHEET IMPROVEMENTS ASSOCIATED WITH THIS PORTION OF THE SHELL.SUITE CONTAINS BOTH F-2,B AND ACCESSORY A-3 OCCUPANCIES USED BY A SINGLE TENANT.FABRICATION EQUIPMENT TO BE SHELL IS A SEMI-HEATED BUILDING AS DEFINED BY THE 2015 WASHINGTON STATE ENERGY CODE. UNDER FUTURE SEPARATE PERMIT BY TENANT. INDUSTRIAL AND OFFICE SPACE TO BE TO BE FULLY CONDITIONED. SEPARATE SUBMITTALS ROOF:CALCULATED RIGID INSULATION VALUE:R-38,CONTINUOUS ABOVE DECK. INSULATED METAL PANEL WALL ASSEMBLY,ELECTRICAL,MECHANICAL,PLUMBING,FIRE ALARM, SLAB INSULATION IS EXCLUDED. SPRINKLER,AND RACKING WORK. LIGHTING REQUIREMENTS TO SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE LIGHTING REQUIREMENTS PER 184TH NE ATTACHED WSEC SPREADSHEET ® 1.Ln, -- - - AREA OF WORK PARKING REQUIREMENTS SEAS I I NOTE:PARKING STALLS ARE EXISTING.THE FOLLOWING CALCULATIONS ARE TO DEMONSTRATE EXISTING CONDITIONS r T COMPLIANCE. 8144 RcuTs1EKeTr I mxiM1 a lilt j TOTAL(SF) RATIO STALLS REQ. ADA STALLS REQ.1 STALLS PROVIDED ADA STALLS PROVIDED y�f OFFICE 5,460 1/800 7 XOOUGLAS �• n f.11f WAS111NtifflN I MANUFACTURING 47,285(100 EMPLOYEES ON MAX SHIFT) I STALL/2 EMPLOYEES ON MAX SHIFT 50 TOTAL: s7 3 59 3 I g PLUMBING FIXTURES °"YST OCCUPANCY WATER CLOSETS/URINALS LAVATORIES OF RATIO SINGLE SINGLE 1 FOR ANY I USE LOAD RATIO MALE FEMALE RATIO MALE FEMALE OCCUPANCY OCCUPANCY OCCUPANCY EXCEEDING 30 FOR - I 1 PER 25 OCCUPANT 1 PER 40 FIRST THE FIRST 150 OFFICE(B) 153 FIRST 50; 76.5 OL= 76.5 OL=2 LOADS OF 15 80; 76.5 OL= 76.5 OL= OCCUPANTS,1 THEN I PER 50 2 REQ REQ OR LESS CAN THEN 1 PER 80 1 REQ 1 REQ ADDITIONAL FOR EXCEEDING 50 BE SERVED EXCEEDING 80 EACH 500 WITH ONE OCCUPANTS INDUSTRIAL(F) 473 1 PER 100 236.5.OL=236.5 OL= RESTROOM 1 PER 100 236.5 OL= 236.5 OL= COVER SHEET / 2 REQ 2 REQ 2 REQ 2 REQ 6 SUBTOTALS 626 REQUIRED TOTALS 4 4 4 4 2 2 SITE BUILDING PLAN P I Proj.No:20.0001702.000 Reviewed By:TS/MS TOTAL PROVIDED 7 6 2 4 5 2 2 AN-0 TUTS AN-0 GENERAL NOTES SYMBOLS ABBREVIATIONS NELSO � THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND OTHER SEPARATE PERMITS,WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE 49. UPON SUBSTANTIAL COMPLETION OF WORK THE CONTRACTOR SHALL Q V ANGLE FmW FLUORESCENT PS PAINT SYSTEM ORDINANCES,CODES AND REGULATIONS LISTED IN THE SPECIFICATIONS OR DESIGN/BIRD IN NATURE,SHALL BE OBTAINED BV THE CONTRACTOR FOR PREPARE A"PUNCHLIST'OF CORRECTIONS AND UNSATISFACTORY AND/OR NDO WINDOW SYMBOL Q CENTER LINE FM FACTORY MUOR PSF PO NOS PER SQUARE FOOT ON THE DRAWINGS,AND REQUIRED BY LOCAL BUILDING AUTHORITIES.THE MECHANICAL,PLUMBING,FIRE SPRINKLERS,ELECTRICAL AND FIRE ALARM. INCOMPLETE WORK FOR REVIEW BY THE ARCHITECT. 0 DIAMETER OR ROUND FOC FACE OF CONCRETE PSI POUNDS PER SQUARE INCH Nelco Architecture,Inc. GOVERNING CODES,RULES AND REGULATIONS ARE COLLECTIVELY REFERRED # NUMBER OR POUND FOF FACE OF FINISH PT PRESSURE TREATED TO AS'THE CODE."THE CONTRACTOR SHALL REPORT ANY INCONSISTENCIES, DESCRIPTIVE,DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS 50. THE CONTRACTOR SHALL MAINTAIN AT THE SITE,ONE RECORD COPY OF ALL 1 J PENNY FOIL FURNISHED BY OWNER PTD PAPER TOWEL DISPENSER CONFLICTS OR OMISSIONS DISCOVERED TO THE ARCHITECT.FOR INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING DRAWINGS,PERMITS,SUBMITTALS AND SAMPLES ON WHICH TO RECORD ALL COLUMN UNE/GRID LINE '4 INTERIOR ELEVATION($) INTERPRETATION PRIOR TO PERFORMING THE WORK. AUTHORITIES AND BY THE OWNER/TENANT/ARCHITECT FOR APPROVAL CHANGES DURING CONSTRUCTION.ACCESS TO THESE SHALL BE PROVIDED FOR -L PERPENDICULAR INSTALLED BY CONTRACTOR PTD/R PAPER TOWEL DISPENSER 2. THE GENERAL CONTRACTOR SHALL CONTACT BUILDING MANAGEMENT TO PRIOR TO ANY WORK BEING PERFORMED.SEE SPECIFICATIONS FOR THE USE OF ALL TRADES,CLIENT REPRESENTATIVES AND THE ARCHITECT, ELEVATION IDENTIFICATION R PLATE FOIO FURNISHED BY OWNER AND RECEPTACLE DETERMINE THE RULES OF THE BUILDING RELATIVE TO CONSTRUCTION;WHEN REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYS FEW SUBMIT PLAN DURING ALL PHASES OF CONSTRUCTION. QX.X B INSTALLED BY OWNER PTN PARTITION AND HOW DELIVERIES CAN BE MADE,WHAT PHASES AND TYPES OF TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR 51. DURING THE COURSE OF CONSTRUCTION,ACTUAL LOCATIONS SHALL BE SHEET WHERE ELEVATION IS AB ANCHOR BOLT FOS FACE OF STUD PTR PAPER TOWEL RECEPTACLE 1200 Fifth Ave. CC, MAY BE DONE ON REGULAR OR OVERTIME BASIS,AND IN FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION.ALL WORK INDICATED TO SCALE 7N RED INK ON THE OWNERS RECORD DRAWINGS FOR ALL \�DRAWN AC ACOUSTICAL FS FULL SIZE PVMT PAVEMENT Suite 1300 GENERAL ANY SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE SHALL COMPLY WITH CURRENT GOVERNING CODES. RUNS OF MECHANICAL AND ELECTRICAL WORK INCLUDING CONCERTED WORK DOOR/REUTE NUMBER A/C AIR CONDITIONING FT FEET Seattle,WA 98101 COST OF ALL WORK BORNE BY THE GENERAL CONTRACTOR.ALL WORK SHALL WHICH DEVIATES FROM THE DRAWINGS,UPON COMPLETION OF THE PROJECT, CONFORM TO ALL BASE BUILDING STANDARD SPECIFICATIONS AND BUILDING ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT INCLUDING ALL PUNCHLISF ITEMS,THIS INFORMATION SHALL BE NEATLY CORRESPONDS TO ROOM ENTERING ACP ACOUSTICAL CEILING PANEL FTG FOOTING QT QUARRY TILE Phone: (206)408-8500 REGULATIONS,WHICH THE CONTRACTOR SHALL OBTAIN PRIOR TO GOVERNING CODES.NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TRANSFERRED BY THE CONTRACTOR TO A SET OF DRAWINGS,WHICH SHALL BE 1f17B TRLEI ROOM IDENTIFICATION ACT ACOUSTICAL TILE FTIC FURNISHED BY TENANT WWW.NELSONWORLDWIDE.COM SUBMISSION OF BID. TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING MARKED"AS BUILT SET"AND COPIES SHALL BE PROVIDED TO BOTH THE $ TM.E2� ADH ADHESIVE INSTALLED BY CONTRACTOR R RISER 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUB- CODES. OWNER AND THE ARCHITECT.WITHIN THREE(3)WEEKS(15 BUSINESS DAYS) ROOM NAME ADJ ADJACE CoNTRACTORS' OF THE RECEIPT OF THE"AS BUILT SET.APPROVAL FOR FINAL PAYMENT TO RECEIPT OF COMPLETE SETS OF THESE DOCUMENTS,AS WELL 22. THE CONTRACTOR SHALL CREATE AND IMPLEMENT AN EROSION AND " TITLE3 NT FTIO FURNISHED BY TENANT RA RETURN AIR AS ALL FUTURE ADDENDA,BULLETINS,FIELD DIRECTIVES AND CHANGE SEDIMENTATION CONTROL PLAN WR ALL SITE CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL BE GRANTED OR REASONABLE CAUSE SHOWN WHY O KEY NOTE ROOM$r--ROOM NO. AF ACCESS FLOOR INSTALLED BY OWNER RAD RADIUS SUCH APPROVAL HAS BEEN DENIED. AFF AT/ABOVE FINISH FLOOR FURR FURRING R&$ ROD 0 SHELF ORDERS. ASSOCIATED SWITH THE PROJECT. AHI AUTHORITY HAVING JURISDICTION FLIT FUTURE RB RESILIENT BASE 4. CONTRACT FORBARDNSTRU ENT TION"SH L"TREED"GENERAL PART FTHETIONS OF THE THE PLAN MUST CONFORM TO THE EROSION AND SEDIMENTATION 52, PRIOR TOASSEMBL THE FURNISH ON THE C THE WORK THEE SET OF ANUFALL AL ALUMINUM FUTURE- FUTURE ROUGH IN ONLY RCP REFLECTED CEILING PLAN CONTRACT FOR CONSTRUCTION"SHALL BE CONSIDERED PART OF THE REQUIREMENTS OF THE 2003 EPA CONSTRUCTION GENERAL PERMIT OR ASSEMBLE AND TURNISH THE CLIENT A COMPLETE SET Of MANUFACTURERS' WT�,�..� PARTITION TYPE +8'8 FINISHED CEILING HEIGHT GENERAL CONDITIONS OF THIS WORK. LOCAL STANDARDS AND CODES,WHICHEVER IS MORE STRINGENT. CATALOG,OPERATING INSTRUCTIONS,START-UP CHECK LISTS,MAINTENANCE LJ ALT ALTERNATE RIO RD ROOF DRAIN 5. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING MANAGEMENT 23, ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE DEPARTMENT INSTRUCTIONS AND SIMILAR DATA,AS WELL AS ALL GUARANTEE(S)FOR ALL AP ACCESS PANEL RD/O ROOF DRAIN OVERFLOW THE STORAGE OF MATERIALS AND SHALL PROVIDE PROTECTION AS NECESSARY PRIORTO START OF CONSTRUCTION. EQUIPMENT AND OPERABLE DEVICES FURNISHED OR INSTALLED BY THE APC ACOUSTICAL PANEL CEILING GA GAGE REBAR REINFORCING BAR TO PREVENT VANDALISM AND LOSS OF MATERIALS BY THEFT OR DAMAGE 24. ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE RESPONSIBILITY CONTRACTOR UNDER THIS CONTRACT,AND SHALL ORIENT AND INSTRUCT REVISION NUMBER _ - PROPERTY LINE SUSTAINED DUE TO EXPOSURE TO INAPPROPRIATE ENVIRONMENTAL THE PERSONNEL DESIGNATED BY THE TENT IN THE OPERATION OF ALL SUCH X APPRDX APPROXIMATE GALV GALVANIZED REF REFERENCE OF THE CONTRACTOR,LINO REVISION ARCH ARCHITECTURAL GB GRAB BAR REFR REFRIGERATOR CONDITIONS AND WILL REPAIRS REPLACE DAMAGE OR LOSSES AT THE 25. THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALL TRANSPORTATION, EQUIPMENT. CLOUD AROUND REVISION ASPH ASPHALT GC GENERAL CONTRACTOR REINF REINFORCED CONTRACTORS EXPENSE WITHOUT CHARGE TO THE OWNER. HOISTING AND ELEVATOR USE CHARGES ON ALL MATERIALS OR EQUIPMENT 53, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT / NEW OR FINISHED CONTOURS GL GLASS OR GLAZING REQ'D REQUIRED 6. WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION AREA WILL TO THE POINT OF USE,AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, THAT MOLD OR ASBESTOS IS UNCOVERED.THE OWNER SHALL RETAIN A 78 BD BOARD GLB GLU-LAM BEAM REV REVISION BE OCCUPIED DURING THE CONSTRUCTION PERIOD,THE CONTRACTOR SHALL: CHECKING AND STORAGE OF THE SAME IN CONNECTION WITH THIS QUALIFIED CONSULTANT WHO SHALL ARRANGE FOR THE PROMPT BETW BETWEEN A. CONFORM TO OWNERS AND TENANT REQUIREMENTS FOR HOURS OF CONTRACT. IDENTIFICATION,TESTING,TREATMENT,REMEDIATION AND STORAGE OFTHE MATCH LINE EXISTING CONTOURS BLK BLOCK GND GROUND RH RIGHT HAND OR ROBE HOOK CONSTRUCTION OPERATIONS,ACCESS TO TENANT SPACES AND 26. OF THE INEVITABLE WASTE THAT IS GENERATED,AS MANY OF THE WASTE MOLD OR ASBESTOS AS REQUIRED BY LAW AND GOOD CONSTRUCTION F ' GR GRADE RESIL RESILIENT ALLOWABLE NOISE LEVEL DURING TENANT BUSINESS HOURS MATERIALS AS ECONOMICALLY FEASIBLE SHALL BE REUSED,SALVAGED,OR PRACTICES.THE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR WORK SHADED PORTION IS THE SIDE TS BLDG BUILDING B. CONSTRUCTION OPERATIONS SHALL NOT BLOCK HALLWAYS ACCESSIB CONSIDERED BM BEAM GWB GYPSUM WALL BOARD RM ROOM RECYCLED.WASTE DISPOSAL IN LANDFILLS SHALL LS MINIMIZED. THE CONTRACTOR MATERIALS. RO ROUGH OPENING ROUTES C MEANS ER EGRESS FOR TENANTS OF BUILDING. CONTRACTOR SHALL COORDINATE WASTE MATERIALS HANDLING AND 5q, THE CONTRACTOR IS ADVISED THAT THE PREMISE HAS NOT BEEN TESTED FOR 1KT0 BRG BEARING FIB HOSE BIB RT RESILIENT TILE C. CONSTRUCTION OPERATIONS SHALL NOT CAUSE BUILDIINTERRUPTIONS OF SEPARATION FOR ALL TRADES.CONTRACTOR SHALL PROVIDE SEPARATION, LEAD PAINT OR OTHER POTENTIALLY HAZARDOUS MATERIALS.THE J� WORK POINT,CONTROL POINT 11' BOT BOTTOM ELECTRICAL SERVICES TO THE TENANTS OF THE BUILDING WITHOUT HANDLING,TRANSPORTATION,RECYCLING,SALVAGE,AND ANDFILUNG FOR �' TOP OF WALL HC HOLLOW CORE OR HANDICAP RUB RUBBER PRIOR NOTIFICATION AND APPROVALS.PROPERLY PROTECT ALL ALL DEMOLITION AND WASTE MATERIALS.RECYCLABLE MATERIALS CAN BE CONTRACTOR SHALL USE ALL APPROPRIATE PRECAUTIONS[N THE CARRYING Y OR DATUM POINT BSMT BASEMENT HDR HEADER RW RAIN WATER FLOORS,MAIL CHUTES AND STAIR DOORS IN PUBLIC AREAS SUBJECT OUT OF ALL CONSTRUCTION OPERATIONS WHICH MIGHT DISTURB SUCH BUR BUILT UP ROOF TO ORS,MAILCHU TRAFFIC.SHOE WIRING MATS C AR BE INSTALLER COMMINGLED IN DUMPSTERS ON-SITE AS LONG AS PROVISION IS MADE FOR HDWD HARDWOOD RWL RAIN WATER LEADER HAULING TO A TRANSFER STATION WHERE SEPARATION WILL OCCUR. MATERIALS. AT ALL OPENINGS BETWEEN CONSTRUCTION AREAS ANDALLEEPUBLIC 0 HDWE HARDWARE SPACES.ALL ACTIVE AREA$SHALL TR KEPT CLEAN AND FREE FROM TRANSFER STATION MUST PROVIDE COCUMENTATIONREPORTTYPES OF S5. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY �6' 1492 EQUIPMENT NUMBER TOP OF CURB HM HOLLOW METAL S SOUTH MATERIALS SEPARATED BY LOAD AND PERCENTAGE OF EACH LOAD.FINAL INSURANCE N REQUIRED BY ANY GOVERNING AGENCIES HAVING '�• CAB CABINET HORIZ HORIZONTAL DEBRIS DESTINATION OF SORTED MATERIALS MUST ALSO BE REPORTED. ]URLSDICTION AND COMPLYING WITH STAMORY REQUIREMENTS FOR CB CATCH BASIN SC SOLID CORE D. ERECT AND MAINTAIN TEMPORARY BRACING,LIGHTS,DUSMPROOF DISABILITY AND WORKMEN'S COMPENSATION. HR HOUR SOD SEAT COVER DISPENSER PARTITIONS,BARRICADES,FENCES AND WARNING SIGNS AS BUILDING SECTION CBU CEMENTITIOUS BACKER UNIT HT HEIGHT NECESSARYTO PREVENT INJURY,NOISE,DUST AND INCONVENIENCE DIVERSION GOALS:A MINIMUM]5%OF TOTAL PROTECT WASTE SHALL BE )( CEM CEMENT SCHD SCHEDULE DIVERTED FROM LANDFILL.THE FOLLOWING WASTE CATEGORIES,AT A 0. TOP OF PAVEMENT HTG HEATING SD SOAP DISPENSER TO OTHER TENANTS,THE PUBLIC,AND TO PREVENT DAMAGE TO �(• SECTION IDENTIFICATION ,t2. ADJACENT CONSTRUCTION WHICH ISTO BE LEFT IN PLACE. MINIMUM,SHALL BE DIVERTED FROM LANDFILL CEM CERAMIC E. CONTRACTOR SHALL FOLLOW THE RECOMMENDED CONTROL a. CLEAN DIMENSIONED WOOD,PALLET WOOD SHEET WHERE BECKON I$DRAWN �Q. CFM CUBIC FEET PER MINUTE HVAC AIR C HEATING/VENTILATION/ SECT SECTION MEASURES OF THE.SHEET METAL AND AIR CONDITIONING NATIONAL b. PLYWOOD,OSB,AND PARTICLEBOARD CFT CONDUCTIVE FLOOR TILE AIR CONDITIONING SF SQUARE FEET CONTRACTORS ASSOCIATION(SMACNA)IAQ GUIDELINES FOR c. CONCRETE CG CORNER GUARD HWH HOT WATER HEATER Sim SHEATHING CLIENT.' OCCUPIED BUILDINGS UNDER CONSTRUCTION,2ND EDITION 2007, �. CARDBOARD,PAPER,PACKAGING CH BD CHALK BOARD SIM SIMILAR IBC INTERNATIONAL BUILDING CODE SNK SINK AND INSTALLED ABSORPTIVE MATTER 3I MATERIALS FROM MOISTURE STORED OAMA E e. METALS PRORTH CI CAST IRONCONTROL ID DIM ENSIDENSION DIAMETER/ SLR SEALER gIERRI�i.. AND INSTALLED ABSORPTIVE MATER7AL5 FROM MOISTURE DAMAGE. T. GYPSUM DRYWALL(UNPAINTED) CJT CONTROL JOINT F. IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED DURING g. ACOUSTIC TILE DETAIL SECTION NORTH N DIMENSION CLF CHAIN LINK FENCE [EC INTERNATIONAL ELECTRIC STUD SANITARY NAPKIN CONSTRUCTION;FILTRATION MEDIA WITH A MINIMUM EFFICIENCY h. PAINT PROJECT NORTH CLG CEILING DISPENSER REPORTING VALUE(MERV)OF 8 MUST BE USED AT EACH RETURN AIR I. GLASS X SECTION IDENTIFICATION CODE COUNCIL $NIT SANITARY NAPKIN CONS-GENERA COMPANY.INC. GRILLE. I. PLASTICS CJ CONSTRUCTION JOINT ITC INTERNATIONAL FIRE LADE SHEET WHERE SECTION IS DRAWN CLK CAULKING RECEPTACLE GENERAL. CONTRACTOR 7. ALL CUTTING,CHASING,DRILLING OR DEMOLITION OF WALLS,SLABS,ETC. K. CARPET AND PAD ICI INSULATED GLAZING SPEC SPECIFICATION REQUIRING THE USE OF JACKHAMMERS OR OTHER HEAVY HAND OR POWER L BEVERAGE CONTAINERS CLO CLOSET IHM INSULATED HOLLOW METAL SQ SQUARE TOOLS SHALL BE PERFORMED AFTER REGULAR BUSINESS HOURS ON AN 27 THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS,MAINTAIN AND PAY CUR CLEAR IN INCH OVERTIME BASIS IF NECESSARY,UNLESS THE BUILDING MANAGEMENT AND 9'-0" DENOTES CHANGE IN CMU CONCRETE MASONRY UNIT SST STAINLESS STEEL ANV AFFECTED TENANTS PROVIDE A WRITTEN WAIVER EXPRESSLY PERMITTING ALL COSTS FOR TEMPORARY WATER,PLUMBING,POWER LIGHTING, INCL INCLUDE SIERRA HEATING OR VENTILATION REQUIRED TO PROPERLY CONDUCT THE WORK. � ELEVATION CNTR COUNTER INSUL IN SSK SERVICE SINK orHERw[SE. 7U" CO CLEANOUT Si STONE/STONE TILE 8. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 28. DIMENSIONS ARE TO FACE OF STUD,CONCRETE,OR MASONRY DON. TNT INTERIOR STA STATION JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS DO NOT SCALE THESE DRAWINGS;WRITTEN DIMENSIONS SHALL GOVERN. DETAIL OR ENLARGED PLAN COL COLUMN IPC INTERNATIONAL PLUMBING CODE CONSTRUCTION X STC SOUND TRANSMISSION SHOULD ANY DIMENSIONAL DISCREPANCIES BE ENCOUNTERED, COL CONCRETE PROJECT SAFETY OF ALL PERSONS AND PROPERTY. DETAIL IDENTIFICATION CLASS 14800 NE NORTH WOODINVILLE WAY CLARIFICATIONS SHALL BE OBTAINED FROM THE OFFICE OF THE ARCHITECT. AX.X CON CONSTRUCTION REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMBED TO JAN JANITOR NORMAL WORKNG HOURS.THE CONTRACTOR SHALL PROVIDE PUBLIC 29, LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS AND SHEET WHERE DETAIL IS DRAWN PT FINISH SYMBOL CONT CONTINUOUS STD STANDARD ELEVATIONS. JT JOINT STI STEEL WOODINVILLE,WA 98072 PROTECTION,AS NECESSARY AND REQUIRED BY GOVERNING AGENCIES CORR CORRIDOR STOR STORAGE HAVING)URISDBITION,UNTIL CLIENT ACCEPTANCE OF THE PREMISES. 30. INSfALLALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' Z CPT CARPET RECOMMENDATIONS.ANY DIFFICULTIES ARE TO BE REPORTED TO THE KIT KITCHEN PROJECT' 9. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROVISION STRL STRUCTURAL ARCHITECT IMMEDIATELY. CT CERAMIC TILE KO KNOCKOUT AND MAINTENANCE OF ALL BRACING,SHORING,ENCLOSURES,BARRIERS OR 31. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL WARRANTEE ALL CTR CENTER SUSP SUSPENDED SIERRAL CONSTRUCTION SCAFFOLDING REQUIRED TO PROVIDE A SAFE WORKING ENVIRONMENT AS WORK PERFORMED BY HIM DIRECTLY FOR A MINIMUM PERIOD OF ONE(1) CY CUBIC YARD KS KNEE SPACE $V $HEFT VINYL DICTATED BY SITE CONDITIONS AND THE PROGRESS OF WORK. YEAR AS SPECIFIED IN THE CONSTRUCTION CONTRACT,ALL DEFERS SYM SYMMETRICAL CASTING OPERATIONS TI 10. DURING THE ENTIRE CONSTRUCTION PERIOD,ALL EXITS,EXIT LIGHTING, OCCURRING IN THE GUARANTEED PERIOD SHALL BE CORRECTED AT NO LAM LAMINATE FIRE PROTECTION DEVICES AND ALARMS SHALL BE CONTINUOUSLY ADDITIONAL COST. DBL DOUBLE LAV LAVATORY T TREAD MAINTAINED IN CONFORMANCE WITH LOCAL BUILDING CODE AND OTHER 32, THE CLIENT,ARCHITECT,CONSULTANTS AND ALL INSPECTORS FROM DEFT DEPARTMENT LB LAG BOLT TB TOWEL BAR GOVERNING ENTITY REQUIREMENTS.UNO,ALL EXISTING,SERVICES AND PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB SHE AT ALL OF DRINKING FOUNTAIN(W/O COOLER) LF LINEAL FOOT T@B TOP&BOTTOM DEVICES SHALL REMAIN ACTIVE. TIMES DURING NORMAL WORKING HOURS. DIA DIAMETER 6108 188TH ST.NE 11. THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT AND THE 33, THE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,AND LG LENGTH TG TEMPERED GLASS BUILDING OWNER.INCLUDING,BUT IS NOT LIMITED TO,WINDOWS,FLOOR EQUIPMENT NECESSARY TO EXECUTE ALL WORK,EXCEPT WHERE NOTED AS DIAL DIAGONAL LH LEFT HAND THK THICK ARLINGTON,WA AND CEILING FINISHES,PUBLIC TOILETS,ELEVATORS,DOORS B BUCKS, NOT IN CONTRACT(N.I.C.). DIM DIMENSION LINO LINOLEUM TIG TEMPERED INSULATED ELECTRICAL AND AIR-CONDITIONING EQUIPMENT.THE CONTRACTOR SHALL 34. MINOR DETAILS NOT SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER DISP DISPENSER LKR LOCKER GLAZING De60ripdpn: No: Date: PROTECT ADJOINING PROPERTY.DAMAGE CAUSED BY THE CONTRACTOR'S CONSTRUCTION OF ANY PART OF THE WORK,SHALL BE INCLUDED AS IF THEY ON DOWN LT LIGHT TO TOP OF PERMIT SUBMITTAL 08/24/2020 WORK OR WORKMEN MUST BE MADE GOOD,IN ATIMELY FASHION. WERE INDICATED IN THE DRAWINGS,UNLESS OTHERWISE AGREED UPON. DR DOOR OR DRAIN TOC TOP OF CONCRETE PATCHING AND REPLACEMENT OF DAMAGED WORK SHALL BE PERFORMED AT WHERE THE CONTRACT,CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY DTL DETAIL MACH MACHINE TOP TOP OF PAVEMENT THE COST OF THE CONTRACTOR.THE CONTRACTOR SHALL BE FULLY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE DWR DRAWER RESPONSIBLE FOR ALL SUB-CONTRACTORS.IF THE CONTRACTOR FAILS TO BUILDING CODE,OR ANY OTHER ENTRY HAVING JURISDICTION OVER THE DS DOWNSPOUT MATL MATERIAL TOS TOP OF STEEL COMPLETE THE REPAIRS IN ATIMELY FASHION,SAID REPAIRS WILL BE MADE MAX MAXIMUM TOSL TOP OF SLAB BY A CONTRACTOR SELECTED BY THE OWNER'S REPRESENTATIVE AND BACK WORK THE WORK OF THE MORE STRINGENT NATURE CALLED SHALL BE DISHWASHER MECH MECHANICAL TOW TOP OF WALL CHARGED ACCORDINGLY. FURNISHED ALL CASES. CANDWG DRAWING 12. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE LANDLORD, 35. FOR ALL MATERIALS PURCHASED THE CONTRACTOR SHALL FURNISH MEZZ MEZZANINE TPD TOILET PAPER DISPENSER THE TENANT,AND ARCHITECT AGAINST ANY AND ALL CLAIMS AND DEMANDS INDUSMATERTRIAL)AALS D POST-CONSUMEYIELD THE R RECYCLST ED CONTENT OF . THE CONTRACTOR MFR MANUFACTURER TPH TOILET PAPER HOLDER FOR THE DAMAGE TO THE PROPERTY OF ANY PERSON,FIRM OR INDIVIDUAL INDUSTRIAL)AND ESE MATERIALS RECYCLED COFITENT.THE CONTRACTOR E EAST MH MANHOLE TPTTd TOILET PARTITION OR FOR PERSONAL INJURIES(INCLUDING DEATH ARISING OUT OF,OR SHALL FURNISH THESE MATERIALS WITHIN THE PARAMETERS A THE BUDGET EA EACH MIN MINIMUM TS TUBULAR STEEL AND SHALL NOT PURCHASE ANY COST-ADDING MATERIAL OR PAY A PREMIUM EB EXPANSION BOLT SUFFERED WHITE ENGAGED IN,OR CONTRACTOR IN WHOLE OR IN PART,BY THE (MORE THAN FAIR MARKET VALUE)WITHOUT PROJECT MANAGER AND OWNER MITI MIRROR T TELEVISION EXECUTION OF THE WORK;THE CONTRACTOR SHALL WELL AND TRULY ACKNOWLEDGEMENT AND APPROVAL. EJ EXPANSION JOINT MISC MISCELLANEOUS TYP. TYPICAL DEFEND THE LANDLORD,TENANT AND ARCHITECT AND SHALL PAY Al- EL ELEVATION 36. FOR ALL MATERIALS PURCHASED THE CONTRACTOR SHALL FURNISH MUD MOLDING MONIES AWARDED FOR SUCH DAMAGES OR INJURIES(INCLUDING DEATH),ALL MATERIALS MANUFACTURED WITHIN A 500 MILE RADIUS OF THE PROJECT ELEC ELECTRIC MRGWB MOISTURE RESISTANT GWB UL UNDERWRITERS LABORATORY COSTS INCLUDING ATTORNEYS FEES SUSTAINED,AND SHALLOHTAIN A FULL SITE WHERE AVAILABLE,WITHIN BUDGET,WITHIN FAIR MARKER VALUE AND EL ELEVATOR MTTD MOUNTED UN F UNFINISHED ACQUAINTANCE AND RELEASE IN FAVOR OF THE LANDLORD,TENANTAND DO NOT PRESENT RISK TO THE PROJECT SCHEDULE. EM ENTRY MAT MTL METAL LION UNLESS OTHERWISE NOTED ARCHITECT,UNLESS SUCH LIABILITY RESULTS SOLELY FROM THE NEGLIGENCE 37. FOR ALL NEW WOOD PRODUCTS INCLUDING BUT NOT LIMITED TO PARTICLE EMER EMERGENCY MULL MULLION UR URINAL OF THE LANDLORD,TENANT,ARCHITECT,ITS AGENTS OR EMPLOYEES. BOARD,MDF,PLYWOOD,OSB AND WOOD DOORS,THE CONTRACTOR SHALL ENCL ENCLOSURE OR ENCLOSED 13. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE PERFORMANCE OF FURNISH MATERIALS THAT CONTAIN NO ADDED UREA-FORMADALHYDE, EP ELECTRICAL PANEL N NORTH ANY WORK NOR FOR THE MEANS AND METHODS OF CONSTRUCTION CHOSEN 38. DETAILS ARE INTENDED SHOW THE INTENT OF THE DESIGN.MINOR VAR VARIES BY THE CONTRACTOR OR ANY SUB-CONTRACTORS,NOR SHALL THE ARCHITECT MODIFICATIONS MAY BE REQUIRED TO SUIT FIELD CONDITIONS. EWC ELECTRIC WATER COOLER NIC NOT IN CONTRACT VCT VINYL COMPOSITION TILE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. EPX EPDXY NO/# NUMBER REQUIRED MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. VERT VERTICAL 34, THE CONTRACTOR SHALL PERFORM DAILY CLEANING OF TETEE JOB SITE 39 ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY MECHANICS EQ EQUAL NOM NOMINAL DURING THE E,IMMEDIATELY PERIOD AND SHALL PROTEAN FINISHED WORK VEST VESTIBULE " FROM DAMAGE.IMMEDIATELY PRIOR TO TENANT OCCUPANCY,THE AND TRADESPERSON$SKIVED IN THEIR RESPECTIVE TRADES AND IN EQUIP EQUIPMENT TUTS NOT TO SCALE VIN VINYL CONTRACTOR SHALL PERFORM FINAL CLEANING OF THE WORK AREA ACCORDANCE WITH THE BEST TRADE PRACTICES. EST ESTIMATE INCLUDING,BUT NOT LIMITED TO,WET WIPING OF FURNITURE,AND 10. THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY AND DELIVERY TIMES EX EXPANSION OA OVERALL VWC VINYL WALL COVERING CASEWORK,WASHING AND WAXING OF VCT FLOORING AND THE VACUUMING FOR ALL SPECIFIED MATERIALS B EQUIPMENT REQUIRED TO PERFORM THE EXIST EXISTING CC ON CENTER WORK UPON RECEIPT OF THE CONTRACT DOCUMENTS.SHOULD THE EXT EXTERIOR OD OUTSIDE DIAMETER/ W WEST OF CARPET.ALL CLEANING SHALLA000RDANCE WITH AVAILABILITY OF SPECIFIED ITEMS POSE A DELAY TO THE ON-TIME DIMENSION W/ WITH MANUFACTURERS RE COMMENDATIOONSS BE IN W/O WITHOUT 15. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL COMPLETION IMMEDIATELY THE PROTECT,THE CONTRACTOR SHALL NOTIFY THE FA FIRE ALARM OFF OFFICE SUB-CONTRACTORS AND SHALL O COM L SUCHETET MISCELLANEOUS WOW ASPECTE ARCHRECT WEDBYTHEAR AND PROPOSE AN EQUIVALENTISNOT ABSTITUTIONABLE.TO MAY BE NECESSARY FOR THEM TO COMPLETE THEIR WORK.R IS EXPECTED BE REVIEWED BY THE ARCHITECT IF SUCH A DELAY IS NOT ACCEPTABLE, fB0 FURNISHED BY OTHERS OH OVERHEAD TTAT THE CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH 41. SUBSTITUTION OF ALL EQUALS SHALL BE ONLY AS APPROVED BY THE FCIC FUR NI$HEDBY CONTRACTOR OPH OPPOSITE HAND WD WOOD OPNG OPENING WF WIDE FLANGE _ THAT H ALL OTTER VENDORS RETAINED BY THE CLIENT TO ASSURE THAT BE H E SOLE WHERE THE TERM"OR EQUAL"O USED THE ARCHITECT SHALL INSTALLED BY CONTRACTOR WG WIRE GLASS K149 -"-- BETHE SOLE JUDGE OF EQUALITY BASED UPON THE INFORMATION FCTY FACTORY Opp OPPOSITE RI[GIS ALL SCHEDULES ARE MET AND THAT WORK PROCEEDS WITHOUT DELAY. FURNISHED BY THE CONTRACTOR.SUBSTITUTIONS MUST BE ACCEPTED IN WHSE WAREHOUSE IT TNT 16, BIDDERS,BEFORE SUBMITTING PROPOSALS,SHALL VISIT AND CAREFULLY FD FLOOR DRAIN PERP PERPENDICULAR WP WATER PROOF EXAMINE THE AREA AFFECTED BY THE WORK TO FAMILIARIZE THEMSELVES WRITING.BEFORE THEY MAYBE USED. FDN FOUNDATION PFN PREFINISHED WR WATER RESISTANT f WITH THE EXISTING CONDITIONS AND THE DIFFICULTIES THAT WILL AFFECT 42. THE CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY THE FE FIRE EXTINGUISHER PL PLATE OR PROPERTY LINE - NKDOU(RAB THE EXECUTION OF THE WORK.SUBMISSION OF A PROPOSAL WILL BE ARCHITECT,FOR ALL MATERIALS AND EQUIPMENT SPECIFIED.IF THE FEC FIRE EXTINGUISHER CABINET PLAN PLASTIC LAMINATE WSCT WAINSCOT rn'rF or wAYIIM,UnN „ CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE, CONTRACTOR,THE OWNER,OR THE OWNER'S REPRESENTATIVE SUBSTITUTES WT WEIGHT AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, A MATERIAL,METHOD OF ATTACHMENT,REVISES A CONSTRUCTION DETAIL, FF FACTORY FINISH PLYWD PLYWOOD XFMR TRANSFORMER EQUIPMENT,OR MATERIALS,REQUIRED BECAUSE OF DIFFICULTIES ORINANYWAYALTERSTHEWORKSUCHTHATITNOLONGER CONFORMSTO FIN. FINISH PNL PANEL ENCOUNTERED WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH THESE DOCUMENTS,WITHOUT THE WRITTEN ACCEPTANCE OF THE FL FLOOR PNT PAINT YD YARD AN EXAMINATION BEEN MADE.THE GENERAL CONTRACTOR SHALL VERIFY ALL ARCHITECT,SUCH ACTION WILL RELIEVE THE ARCHITECT OF ANY FUG FLASHING PR PAIR CONDITIONS AND DIMENSIONS ON THE 308 SITE AND REPORT ANY AND ALL RESPONSIBILITY OR LIABILITY INCLUDING,BUT NOT LIMPED TO,AESTHETIC DISCREPANCIES AND/OR UNUSUAL CONDITIONS TO THE ARCHITECT PRIOR CONSEQUENCES,SUBSEQUENT FAILURE(S)AND PERSONAL OR PROPERTY TO FINALIZING BIDS OR COMMENCEMENT OF ANY CONSTRUCTION. DAMAGE ATTRIBUTABLE TO THIS CHANGE. 17. THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND ALL LIMITATIONS, 43. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW Of AN ASSEMBLY EXCLUSIONS,OR MODIFICATIONS TO THE PROJECT DURING THE BID OF WHICH THE ITEM 15 A COMPONENT. SELECTIONS PERIOD.ANY AND ALL LIMITATIONS,EXCLUSIONS,OR 44. SUBMITTALS THAT CONTAIN EXCESSIVE ERRORS OR ARE INCOMPLETE OR CITY STAMP: MODIFICATIONS NOT ITEMIZED IN THE BID PROPOSAL DOCUMENTS ARE INADEQUATE MAY BE RETURNED WITHOUT ACTION.COSTS INCURRED FOR PRESUMED"INCLUDED",IN WHICH CASE NO ADDITIONAL MONIES WILL BE THE RESULTANT DELAYS WILL BE THE RESPONSIBILITY OF THE ALLOCATED FOR THIS WORK. CONTRACTOR. 18. EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER EXISTING 45. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR OF DRAWINGS.ALL EXISTING INFORMATION MUST BE VERIFIED IN THE FIELD. OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE NEITHER THE OWNER NOR THE ARCHITECTS ARE RESPONSIBLE FOR ACCURACY REQUIREMENTS OF THESE CONTRACT DOCUMENTS,UNLESS THE ARCHITECT OF EXISTING INFORMATION.EXISTING CONSTRUCTION CONDITIONS IN AREAS IS NOTIFIED AND SPECIFICALLY APPROVES OF,THE DEVIATIONS AT THE WHERE NEW WORK IS NOT PLANNED MAY BE NOT COMPLETELY SHOWN. TIME OF SUBMISSION. 19. WITHIN ONE(1)WEEK(5 BUSINESS DAYS),Of THE AWARD OF THIS 46. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR'S CONTRACT,PRIOR TO MOBILIZATION FOR ANY WORK,THE CONTRACTOR OBLIGATION FOR COORDINATION NOR WANE RESPONSIBILITY FOR ERRORS SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING CHRONOLOGICALLY AND OMISSIONS IN THE SUBMITTALS,INCLUDING"FIELD MEASURE." THE PHASES OF THE WORK ANO ALL RELATED WORK FOR THE COMPLETION OF 47. CHANGES IN THE SCOPE OF WORK OR IN CONSTRUCTION DETAILS, THE PROJECT.THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, WHETHER DUE TO FIELD CONDITIONS OR OMISSIONS BY THE CONTRACTOR, /`ENICIIAI NOTES O. LENGTH OF TIME FOR EACH PHASE,ITS START AND COMPLETION,WITH A ARCHITECT OR OWNER SHALL BE DOCUMENTED BY THE ARCHITECT AND GENERAL N E R`AL �V E & PROJECTED COMPLETION DATE. APPROVED,PRIOR TO EXECUTION. ABBREVIATIONS 20, CONTRACTOR AND SUBCONITRACTORS SHALL ATTEND 30B MEETINGS 48. THE PRESENCE OF A REPRESENTATIVE OF THE ARCHITECT ON THE JOB SITE REQUIRED BY THIS CONTRACT. DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL OF ANY WORK.THE 21. THE CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL SITE DEVELOPMENT CONTRACTOR SHALL CALL TO THE ATTENTION OF THE ARCHITECT,IN WORK PAY ALL FEES FOR PERMITS AND CHECK ALL GOVERNING WRITING,ALL SPECIFIC ITEMS FOR WHICH ARCHITECTS REVIEW IS REQUIRED. AUTHORITIES'SPECIFICATIONS FOR BUT NOT LIMITED TO,GUTTERS, PTOj.No:20.0001702.000 Reviewed BY:TS/MS SIDEWALKS,POLES,AND OTHER STRUCTURES,INCLUDING THE REMOVAL OR RELOCATION OF EXISTING UTILITIES OR OTHER PHYSICAL OBJECTS SHOWN ON PLANS OR NOTED OTHERWISE. AN-1 302/303 FLOOR SURFACES&CHANGES IN LEVEL 404 DOORS continued 502/503 PARKING AND PASSENGER LOADING ZONES continued 604 WATER CLOSETS&TOILET COMPARTMENTS Continued 609 GRAB BARS continued 703 SIGNAGE continued NELSOK WLV c-MOUNTING BOLTb OVERHEAD SIGNS ANSUICC A117.1 303-CHANGES IN LEVEL(REFERENCE DETAIL) ANSUICC A117.1404.2.6-DOOR HARDWARE o ANSICC A117.1 604.7-DISPENSERS(REFERENCE DETAIL) ANSUICC A117.1 6D9.8-STRUCTURAL STRENGTH A.Changes In level up to 1/4"may be vertical and without edge treatment A.Handles,pulls,late he,locks,and other operating devices shall have a shape that Is easy 1'-g• A.Toilet paper dispenses shall comply with Sedlon 309.4 and 609.3.Where me dispenser Is A.Grab bars and mounting device shall meet the following requrements: A.QHARACTERS AND NUMBERS ON OVERHEAD SIGNS SHALL BE SIZED ACCORDING TO B.Changes in level between l/4"and1/2"shall be beveled with a slope no greater than 1:2. to grasp with one hand and does not require fightgrasping,tight pinching,or twisting of located above the grab bar,the outlet of the dispenser shall be located 29"min-36"max 609.8 Allowable stresses shall not be exceeded formatedaleused whereavertial or THEVIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. the west to operate. from the rear wall.Where the dispenser Is located below the grab bar,the outlet of the horizontal farce of 250 lbs.le applied a any point on the gab bar,fastener mounting 1.FOR SIGNS HIGHER THAN 7W A.F.F.,CHARACTER SIZE SHALL BE 2"MINIMUM PLUS Nelco Architecture,Inc. 1.Lever-operated medur Terms,push-type mechanisms,and U-shaped handles are _ dispenser shall be loafed 24"min42"max from the rear wall.The outlet of the dispenser device,or wpporting structure. i"PER FOOT OF VIEWING DISTANCE ABOVE 15 FEET. acceptable tlesigns. STATE _ shall be 18"-08"maximum A.F.F. 1.Shear stress induced by apPliation of 2501b.shall be less than allowable shear 1.THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE LETTER 2 2.When slkies iding dads are fully open,operating hardware shall be exposed and usable nesJusN6 I.Dispensers that control delivery or do not permit continuous paper flow shall not stress for material used.If connection between grab bar and mounting bracket is 2.LOWER CASE LETTERS ARE PERMITTED. from both s :o�.. be used. considered to be fully retained,then direct and torsional shear sbe5ses shag be 3.Hardware required for accessible door passage shall be mounted between 34"and y fD ~ ANSI/ICC A117.1 703.3-703.5-RAISED CHARACTERS,BRAILLE,&PICTOGRAMS 4ry totaled for the Combined shear stress,which shall trot exceed the allowable 48"above finished floor. O OSMIBIE ANSI/IC C A117.1609.9-WHEELCHAIR ACCESSIBLE COMPARTMENTS shear stress. A.Raised characters shall Comply with section 703.3 and shall be duplicated In braille 1200 Fifth Ave. i S A.Wheelchair accessible compaMlents shall comply with Section 604.9,Toilet 2.Shear force Induced In a fastener or mounting device horn application of 250 It. complying with Section]03.4. Detail ANSI/ICC A117.1 404.2.7.1-DOOR CLOSERS Y V I.F.PRE-M4N51(ai compaltmerhs shall comply with Section 604.9.2.1 a 6D4.9.2.2 as applicable. shall be less than allowable lateral load of either the fastener or mounting deice or the B.Letter and numerals shall be raised 1/32°,upper case,sans serif and shall be Suite 1300 ANSI/ICC A117.1 302.2-CARPET A.Door dosers shall be adjusted so that from an open position of 90 degrees,the time 4'Du.STEEL POST W/- 3uppwfing structure,whichever Is the smaller allowable load. acwmpanied by grade 2 Braille. Seattle,WA 98101 A.Carpet provided on a floor surface shall be securely attached;have a firm pad w bedding, required W move the door to an open position of 12 degrees shall be 5 seconds minimum. FINr4h GMDf 36"MAX 36"MAX 3.Tensile force induced In a fastener by a aired ansbn force of 250 lb.plus the I.Raised chain r height:{"minimum W 3"plus}"per foot of viewing distance Phone: (206)408-8500 maximum moment from the application of 250 lit.shall be lee than the above 21 feet. no pad;and have a level loop,shall textured loop,level 01[vile,or level mWncut pile 24"MIN allowable withdrawal load between the fastener ate the supporting structure. 2.Braille shall be contacted(grade 2);shall be located below title corresponding W W W.NELSONWORLDWIDE.COM taxNre.Maximum pile thickness Shall be 1/2".Exposed edges d carpet shall be fastened ANSUICC A117.1404.2.7.2-SPRING HINGES �'I - SET PoMT M LONG _ m floor surfaces and have trim along the exposed edges. A.Door Spring hinges shall be adjusted so that(ram the open position d 70 degrees,the :.;I I. � fi09.6 Grab bars shall not rotate within their fittings. text door shall move m the closed position In 1.5 Seconds minimum. 1 t NOTE:ix5fP11 eGN AT ALL ACCE6MalE PARMNG I 3.Pictograms shall be accompanied by the equivalent verbal description placed R' 7rc SIA DgTbramED fort 111wafiNG SHnLL ANSI/ICC Al HAZARDS directly below the pictogram. ANSUICC A117.1gratings are GRATGated i w f Y I sharp or a 9 pidogr 9 A.If [In s are lasted in welkin daces a along accessible routes,then they shall have ANSUICC A117.1409.2.8 and IBC with WA STATE AMENDMENTS-DOOR OPENING FORCE ! HAVE A.MOUNT ON GN'OF AIXEWHEN MOUNTED A.Gab bans and adjacent wall surfaces shall be Rees of She abrasive surfaces.Edges 1.The bottler tllmension of rile am Shall be 6"min.In height. gra g 9 surfaces ng aOCe ey -U BELOW,MOUNT ON WALL Of BLDG WHEN ms4&E. shall be rounded. spaces no greater Man 1/2"wide in one dlredlon. A.The maximum force for pushing or pulling open doso shall be as follows: ANSI/IC A117.1703.3.12-FINISH AND CONTRAST B.If gratings have elongated openings,then they shall be placed so that the long dimension 1.Fire doors Shall have the minimum opening force allowable by the appropriate z z 54"MIN A.Characters and their badgroentl shall have a norglare finish.Characters shall Conwat adminislative authority. Detail is perpendicular ro the tlominarn direction of travel. 505 HANDRAILS Handrail ro op and � Y with their background,with either light characters on a dark background,or dark 1.Other doors honzonall at Cop and Exterior hinged,sliding a oldng door:10.0 lb.max. Bottom it to provide Handrail to extend bottom extension �-01 characters on a light background. horizontally a top 36"MIN. ANSI/ICC AI17.1 703.3.10&703.3.11-MOUNTING LOCATION AND HEIGHT(REFERENCE DETAIL) 305 CLEAR FLOOR SPACE b.Interior hinged doors:5.o It.max. edge Protection Mew <.Interior sliding or folding doors:SA It.max. If vertical rise is greater 4"MIN 4"MIN IT'MAX 42"MIN ANSUICC A117.1 305.2-SIZE AND APPROACH These forces do not apply m the force required to tetrad latch bolts or disengage omen Handrail ro eaontl with than 6"then bottom ail S A.Characters and mein,with ether shall have a nontens ore finish Characters shall Contrast A.Minimum clear floor space for a wheekhalr and occupant shall be 30"wide z%"long. devices that may hold The door in a dosed position. slope at bottom exension to provide edge 42 MAX 42"MAX S> t24�" Wlth melt background,with either light characters on a dank background,or dark Clear floor space shall be centered on the element It serves. Exception:Interior or exterior automatic doors complying with Season 404.3 of ICC pmtecton Where cherada cone sight background. ousted A117.1. Pro ow rob Barer Protru Above Dispenser Recesbed Olmenser �� B.Where a cattle sign Is mounted next to a door,it shall be placed to the latch side M the (1)TREAD DEPTH 1'-0 Below Grab Bar Above Grab Bar q door wherever possible.When a afire sign Is pfaced adjacent i double door,the Sign shall be to the right hand door.If there is no wall Space m the right,sigas shall be placed 307 PROTRUDING OBJECTSREFERENCE DETAILS) 406 CURB RAMPS li 1'-0^ i Ion the nearest adjacent wall.Exception:Door mounted signs shall be permitted on the 605-URINALS push sloe on the doors With closers and without hold open devices. ANSUICC Al17.1307-GENERAL ANSUICC A117.1406-SLOPE(REFERENCE DETAIL) / C.Raised characters shall be 48"minimum above the floor,measured to the basellne of the A.Objects projecting from walls(for example,telephones)with their leading edges between A.Slopes of curb ramps shall comply with 406 ANSI/ICC A317.1605-URINALS lowest raised character and 60"maximum above the floor,measured to the besellne of 27"-80"above the finished floor shall protrude no more than 4"it walks,halls, B.Maximum slopes of adjoining gutters,mad surface Immediately adjacent to the cum ramp, < A.Accessible urinals shall comply with Section 605. Sate Wall Grab Bar for Water Closet Rear Wall Grab Bar for Water Closet the highest raised rharader. corridors,passageways,a alsles.Freestanding objects mounted on posts or pylons may or accessible route shall not exceed 1:20. Handrail at Stair Handrail at Ramp D.Mounting laatlm for such signage shall be so that a person may approach within 3"of 1'-6" Overhang 12'maximum from 27"-80"above the ground or finished floor.Protruding 1 1/2" l 1/4"m 2" ANSUICC A117.1605.2-HEIGHT&DEPTH(REFERENCE DETAIL) 5lgnage without encountering protruding objects or stabling within the swing of a door. objects shall not reduce the clear width of an accessible route or maneuvering space. ANSI/ICC A117.1406.4-WIDTH(REFERENCE DETAIL) A.Urinals shall be ball-type or wall hung with a tapered,elongated rim at 17' A.The minimum width of a curb ramp shall be 36",extlusive of flared sides. maximum above the finished floor.The rim shall ex[ontl a minimum of 13Yz"from the IBC with WA STATE AMENDMENTS Symbol of-INTERNATIONAL SYMBOL OF be proportioned A.Where the International Symbol of Accessibility is required,It shall be propononed ANSUICC At 17.1406.3-SIDES OF CURB RAMPS(REFERENCE DETAIL) 602 DRINKING FOUNTAINS wall 5"M HAND SHOWER/ mmpmng with ANSUICC A117.1 Figure 703.6.3.1.All interior and exterior signs depicting A.If a curb ramp Is located where pedestrians must Walk across the ramp or where it is not Handrail Section ANSI/IOC A117.1-605.3-CLEAR FLOOR SPACE(REFERENCE DETAIL) 29"SLIDE MR the[namanlonat Symbol of Aaessibllity,shall be while m a blue background. protected by h i ralls a guardalls,It shall have flared sides;the maximum slope of the 4"MAX. C WI ANV AMOUNT ANSUICC A117.1 602.1-GENERAL A.A clear floor space 30"wide by 48"deep minimum shall be provided in front of urinal to LOBBY- flare shall be 1;10 A.Acessble dunking fountains shall Comply with Sections 602 and 307. allow forward approach. This space shall adjoin or owi an accessible route. 36"MM. ANSUICC A117.1602.2-CLEAR FLOOR SPACE 2.Urinal shields that do not extend beyond the from edge of the urinal rim may be T4 3"MAX. 1 1/2"M Adjoining 11, Shall A.A dear floor space applying w/Section 305,positioned fora forward approach to provided with 29'durance between them. CLIENT,' EzaNsd 1:20 the drink) fountain,shall be provided.Knee&We ace tom with oactlon 306 3.Urinak heated In alcoves I 48" � rg provi 5p complying ng deeper than 24"require a maneuvering area of at � ak ' [f x Is less than f Then The Slope Of The Flare shall be provided.The clear floor Space shall be centered on the drinking fountain. least 36" onztore.36"minimum e,centered fi Flared side a Q z - 1 , Sates Shall NOT Exceed 1:1 EXCEPTIONS: m 4 � � F • � ry SIERR I 1.Drinking Fountains for standing persons. ANSI/ICC A117.1605.4-FLUSH CONTROlS(REFERENCE DETAIL) M E N 2.Drinking Fountains for sta d for children persons, use. CC A11 shall Comply with ANSUICC A137.1303 OPERABLE PARTS 36hhm10 3.In existing building,existing drinking fountains providing a parallel approach -48"MIN,-complying w/Suction 305,centered on the drinking fountain shall be permitted. � � ` � CONSTRUCTION COMPANY.NVC. 4.Where specifically permitted by the administrative authority,a parallel approach m •° ° Devil Deal) 5heresll be permitlly per reedbyplam existinginistrtive parallel author d,aparllelrnmg alms. $jG I CONTROL AREA GENERAL, CONTRACTOR Ramp Max.Slope) S A r I 608.3.1 Slde Wall Grab Bar for Shower 608.3.1 Rear Wall Grab Be,for Shower Shower Floor%an/Seat.. Letter&numbers on signs shall have a width Shall Have Detectable Warnings ANSUICC A117.1 602.3-OPERABLE PARTS I------ - to height ratio of between 3:5&1:1 and and contrasting.or. A,Operable parts shall comply with Section 309. n 2 LL 610 SEATS a shrove-width to height ratio between 301113 09 REACH RANGES AND OPERABLE PARTS .E A 1:5 8,1:10.Letters and numbers shall be ralsed ANSUICC Al1].1 308-HEIGHT(REFERENCE DETAIL) \ 1:10 Max.slope ANSUICC AI17.1602.4-SPOUr OtJTLET HEIGHT fo 14"M N ANSUICC q1 The net fit -SHOWER COMPARTMENT SEATS type a upper ce5e,sans serif d simple serif SIERRA A.Unobstructed front approach-48"max.to 15"min.A.F.F.Controls lowed in an alcove Standard Curb Ramp 36"Min. A.Wheelchair aazssible spout outlets shall be 36 inches max.aR.Standing person spout Detail m Deall A. The height of the shower compartment seatr Shall be 17"minimum and 19"maximum type and shag be accompanied wit" CONSTRUCTION >29"deep must have 36"tlear floor width. outlets shall be 38 inches.min.&431ndhe max.aN. boxes the bathroom floor measured M the fop of the Seat. grade 2 Braille,raised claraders shall be at B.Unobstructed Side approach-48"max.to 15"Coln.A.F.F.Controls loafed in an alcove Adjoining Slope Shall B. Allowable stresses shall not be exceeded for materials used where a vertical or least 5/8"-3"high plus 118"per foot of Na Exceed l:z0 606 LAVATORIES norizmal force of 250 pounds applied at any point in The seat,faslener mounting wiewgng distance above zl feet. 14800 NE NORTH WOODINVILLE WAY >15"deep must have 6T dear floor width. ANSI/ICC A117.1602.5-SPOUT, device Or Support sbudure. C.Electrical&communication system mceptade shall be mounted no less than 15"above A,Spout shall be located 15 inches min.from the verbal support and 5Inches max.from ANSI/ICC A117.1 606.3&606.2-HEIGHT&CLEARANCES(REFERENCE DETAILS) International Symbol Detail WOODINVILLE,WA 98072 the flr. Laabon Of Typical the front edge of fix drinking fountain,including bumpers. A.Lavatories shall be mounted with the rim or murder surface no higher than 34"above the ]02 ALARMS Y Parking Aaess Aisle finished floor. of Accessibility PROJECT ANSUICC A117.1 a309-OPERABLE PARTS ANSI/IA.SA117.1pout s 602b-WATER FLOW 1.Lavatories shall eaten,17"minimum from the wall. ANSI/IC All].1702.1-GENERAL Operable parts shall be with one hand and Shall not require tight grasping,pinching, A.Spout shall provide Imh fli of inches min.In fountain The anglebe the egrWater smax. 2.Clearance M27"minimum shall be provided from the finished floor to bottom d A,When regmred,Vlwal aI,-shall be provided In each of the following areaz,asa SIERRAL CONSTRUCTION or twisting of the suns[.The force required to acnivale operable parts shall be S.Olbs Ram spouts within 3 IrKhaz of the front d the drinking foumain shall be 30 degrees max. minimum:rest rooms and any other general usage areas(e.g.,meeting rooms), Light switch maximum. cramps(1:12 Max.slope) and Rom spoua between 3 inches&5 inches from the from of the drinking fountain shall ;,Knee cicarance of 27"high minimum shall extend 8"minimum under the edge of the B„MAX CASTING OPERATIONS TI 1:12 Max.slope Shall Have Detectable Wamings hallways,lobbies,and any other area for Common use. Themhosa[s nor conhaating color. be 15 degrees max.,measured hpnzpntally relative ro the front ace of the drinking lavatory,30"wide minimum,and 19"deep minimum. Curb Ramp Parallel to Curb NaaCo:If Slope Is 120 or less fountain. 4.Toe dean of 9"minimum shall be provided for the full depth of the Ame55ible audible and Wsible alarms anti rwtlflafion appliances shall be installed in z Devil K required�Cold or texture S„MAX 5„MI Iavamry. accordance with aNFPA and vis e 0 ----- --- e e ANSUICCAl17.1606-DEPTH NFPA72-AUDIBLE ALARMS � .. � 6108188TH ST.NE g A.Each sink shall De a maximum of 6-1/2"deep. A.If provided,audible alarms shall roduce a sound that exceeds the prevailing equvalenf r ANSI/ICC A117.1906.10-DIAGONAL CURB RAMPS � •q p I ARLINGTON,WA A.If diagonal cum rumpssound level In the room or span by at least 15 dba or exceeds any maximum sound level W n B have returned curbs or other swell-0eflned edges,such edges Shall 1 ^ � � � with a duration d 60 seconds by 5 dba,Whichever is louder. � � fn be parallel m the direction of pedestrian flow.The bottom of diagonal art ramps shall L------ 'v .. -+ Description: No: Date: he"48"minimum Clem space oufslde acdw traffic lanes of the roadway.If diagonal curb 'E E B.Sound levels for alarm signals shall not exceed 120 dba. 2 ramps are provided at marked crossings,the 48"dear space shall be within the markings. s 8 17"MIN \ $LLO \ PERMIT SUBMITTAL 08/24/2020 Q If diagonal curb ramps have flared sides,they shall also have at least a 24"long segment Foram Approach 7 } r__ NFPA 72-VISUAL ALARMS of straight curb located on each side of the curb ram d within the marked crossing. 11 clear 4 I A.Visual alarm signal appliances shall be integrated Into the building or facility alarm system. Convenience Outlets Y Pan $ oor Y O If single suction audible alarms are provided then single suction Wwal alarm signals shall Detail Data,Tel.,Etc. 603 TOILET ROOMS z ' spas M be provided, ANSI/ICC A117.1406.11-151AND5 F $ b x A.Any mased Islands in crossings shall be cut through level With the street or curb ramps at ANSUICC A117.1 603.2.2-DOORS .. F S L__ Visual Alarm halappl e a xshell have the following features: FULL LENGTH MOP/BROOM STAINLESS STEEL SOLID HAT/COAT HOOK both sides and a level area at latest 48"long and 36"minimum Wide between the curb A.Doors shall not swing into the dear floor space or deaance for any fixture. " F eg IT MAX 1.The lamp shall be a xenon strobe type te equivalent..euni 804 KITCHENS AND KITCHENETTES MIRROR HOLDER SHELF PLASTIC ramps In the part of the island intersected by the crossings. light). The color shall be clear or nominal white(i.e.unfiltered a clear filtered white ANSI/IOC Combination 804.5.E-REFRIGE fimaae shall haw Ilght). Combination Mngerators and freezers shall have at lead 50%of the freezer compartment ANSUICC he accessible ssibl-CLEARANCES 8"MIN "MAX 48"MIN t BENCH A.The aaessible flzNres and Controls required shall be on an amessible route.An 3.The maximum pulse duration shell be lwo-ttenths of one second with a maximum shelves,Including the bottom d the freezer 59 inches(137dnm)maximum above the floor unobstructed turning space complying with 304 shall be provided within an accessible 17"MIN duty cycle of 40%.(The pulse duration Is defined as the time interval between initial when the shelves are Installed at the maximum heighM possible m the compartment.A dear 430 PLATFORM LIFTS toilet roan.The dear floor Space at fixture and controls,the accessible mule,and the and final pants of 10%of max signal) floor space,positioned for a parallel approach tome space dedicated ro a 4.The intent shall be a minimum of 75 candela. refrigerator/freezer,shall be fuming space may ovedap,however,the only Wming space provltled shall not be lasted mfro t The cenfedlne th the dear floor space shell be offset 403 ACCESSIBLE ROUTE-WALKING SURFACES ANSI/ICC Platform 410.1-GENERAL within a sill. 5.The flesh rate shall be a minimum of I Hz and a maximum d 3 it 24 inches(610 tom)maximum sum the centedlne d the dedicated space. A.Plalfdnh lifts shall comp"With Salon 410 and ASME A18.1 Ils[e0 in Section 105.2.6. 6.The appliance Shang be paced r Is above the highest floor level within the space IBC 1104-LOCATION Platform lifts shall not be attandant operated and shall provide unassisted entry and exit ANSUICC A117.1603.3&606-LAVATORIES AND MIRRORS or 6'below the ceiling,whichever Is lower. A.At least one accessible mute within the site shell be provided from public transportation from the IIR. A.If lavatories and mirrors are provided,then at least one d each shall comply with �\ a.In tree rooms and spaces exceeding 100'adoss,without place around t 6' stops,accessible parking and accessible passenger loading zones,and public streets or fi033&606,Accessible Iawi and mirrors shall not be located within toilet stalls _ above the finished floor,such a5 auditoriums,devices may be place around the sidewalks es the accessible building enhance served. ANSUICC A117.1410.2-LIFT ENTRY unless other accessible lavatories and mirrors are provided in the toilet room. perimeter,eter,spaced a maximum 100'apart,In lieu of wspending appliances from the 902 DINING SURFACES&WORK SURFACES A.UfteAll with doors or gate shall comply with Section 910.2.1.Lifts with ramps Shall comply ce ANSI/IOC A117.1403.5-CLEAR WIDTH with Section 410.2.2. ANSUICC A117.1 603.3-MIRRORS(REFERENCE DETAIL) o zS 7.In general,no place in any room or space shall be more than 50'from the ANSI/IOC At 17.1902.2-CLEAR FLOOR SPACE A.The minlmum tlear width shall be 32°at a point for a max.length of 24"and 36" A.Mirrors Shall be mounted with the bottom edge of the reflecting surface 401 z J95 z '2 signal(measured In a horlmm space,al plane). A.A dwr floor spa complying with Section 305,positoned for a form a approach,shall be continuously,per Table below. ANSUICC A117.1410.2.1-DOORS AND GATES imum A.F.F.Mkmms not bated above lavatoreis,sinks or counters shell be f L f m`c� 8.Nol Dlace In Common mrrltlors or hallways shall be more than 50'from the provided.Knee,and Ice clearance complying with Section 306 shall be provided. A.Doors and gates shall be low energy power operated doors or gates complying with mounted with the bottom edge of the reflecting surface 35"maximum above the floor, fin & Tn signs _ Section%4.3.Doors shall remain open for 20 seconds minimum.End door dear opening ANSI/ICC A117.1902A-HEIGHT Al dth shall be 32 Inches minimum.Side door dear opening width shall be 42 inches 703 SIGNAGE A.The tops of accessible tables and counters shall be 28"minimum,and 34"maximum, minimum. ry ry above the finished floor. 6EGMEM sEi%iENi Exception: 604 WATER CLOSETS&TOILET COMPARTMENTS ` WHERE.APPLICABLEnswhit lion: WALL MOUNTED LAVATORY LAVATORY MOUNTED IN COUNTER A.Signs which listed le permanent rooms and Spaces shall comply with the Lifts serving two landings maximum and having doss a gates on opposite sides shall be requireme Ass to ual 32^ permitted to have self closing manual doors or gates. ANSI/IA. lean floor or spa4.3-CLEARANCES Cos listed below for: A.Clear floor space for water closets not in stalls shall be provided as follows: 1.Raised and Braille Cheaders,and Pictograms grmker Uan:N^ 36" Cimm ce around a water closet shall be 60"minimum in width,measured perpendicular ANSI/ICC A117.1606.6-E%POSED PIPES AND SURFACES 2.Finish and Contrast 903 BENCHES ANSI/ICC End ramps ps shall ll-RAMPS from the sidewall.Clearance around the Water closet shall be 56"minimum In depth, A.Hot/cold seater and drain pl 0 lavatories shall be insulated or otherlse, Exception:Employee name signs are not required to comply. SEAL: A.End ramps shall be 32 Inches minimum in width.Side amps shall be 42 inches minimum Pes under ANSUICC clear 903.2-CLEAR FLOOR SPACE In width. measured perpendicular from the rear wall(Reference Dea10 Configured to paled against contact s A.a clear floor Space Comptykg with section 305,posltlonetl for parallel approach to the TBC with WA STATE AMENDMENTS a mute -CLEAR WIDTH B.No cow swings are allowed In tlar floor area. B.There shell be no sharp or abrasive surfaces under lavatories. WHERE APPLICABLE bench seat shall be provided. A.Clear wltlth of an accessible mule Shall Comply with Table above.For etMrior routes of ANSUICC A117.1410.3-FLOOR SURFACES A.Signs which with t e direction a or information about,functional spans of the building travel,the minimum dear width shall be 99". 56"MIN.(WALL MOUNTED W.C.) ANSI/ICC A117.1 606.4-FAUCETS shall Comply with the requirements listed below for: A.Floor surfaces of platform/IRS shall Comply with Section 302 59"MIN.(FLOOR MOUNTED W.C.) � ANSUICC p117.1903.3-SIZE y4$9 __,....__-.---- A.Contras shall be operable with one heed and shell not require IIgM grasping,pinching,a 1.Character Proportion A.Benches shall have seas 42"minimum in length and 20"minimum and 24"maximum in Nl�.1i1511:IH!iY ANSI/IOC A11el,the.ni-PASSING SPACE ANSUICC A117.Floors 410.4-PLATFORM TO RUNWAY CLEARANCE twisting of the Al 2.Character Height depth. Alft'l ll11:1'I A.If an accessible roue Is less then 60"In widen,then passing spaces of at least EO"x60" A.The clearance between the platform sill and the edge of any runway landing shall be 11/9 92"MIN. 12"MAX B.The fora required to activate controls shall be no greater than 5 lb. 3.Finish and Contrast shall be provided at 200'max. d _ C.Lever-operated, Sh- d electronically controlled mechanisms are examples of Exception:Building directories,menus,and all Other signs which are temporary are Nl Inch maximum p pu type,an y Co p ANSUICC All].1903.4-BACK SUPPORT prpwb spa ding. a red to tom _ B.The minimum dear width for two Whoeldhalrs to pass is 60" acceptable designs n rW o Ply. A.The bench shall provide far bark support or shall be fbted to a wall.Bad(support shall be K OOU _ N ANSI/ICC A117.1410.5-CLEAR FLOOR SPACE r D.If selfclosing valves are used the faucet shall remain open for 10 seconds minimum. WHERE APPLICABLE REFERENCE DETAIL) 42"minimum in length and shall extend from a point 2"maximum above the sea[surface to sT'gm(II'WASIIIN(HON ANSI/ICC A117.1aril 1 11.3 A.Clear floor space d platform lifts shall Comply with$edam 305. 6"MAX. ( a print IB"above the sea[surface. IBC]009.2 and 1011.3 J I ANSI/IC A117.1603.6-OPERABLE PARTS A.Element and spare of accessible facilities which shall be identified by the International A.Accessible routes stall have 80"min.dear head room. ANSI/ICC At 17.1 410.6-OPERABLE PARTS -- A.Operable parts on towel dispensers and hand dryers shell comply with Table below. Symbol of Accessibility are: A.Controls for platform lifts shall comply with Section 309. Z 1.Parking spars designated as reserved for persons with disabilim. ANSUICC A117.1403.3-SLOPE 2.Accessible passenger loading zones. 905 STORAGE A.Running slope shall not exceed 1:20. 3.Amesible entrances when no all are accessible(Inaccessible entrances shall have ANSI/ICC A117.1905.2-CLEAR FLOOR SPACE B.Cross cope shall no exceed 1:48 `v I Y Rmcn Deg[ directional Wileslimageand indicatebathing route s nearest accessible entrance). 502/503 PARKING AND PASSENGER LOADING ZONES __ i L o_- I "' Maxirtum qe. q6" 4z^ qp• 36^ 3q" 4.Accessible toile[and bathing facilities when not all are accessible. A dear floor space complying with Section 305 shall be provided. __ xebht CITY STAMP: 404 DOORS ------ �F ANSUICCA117.1905.3-HEIGHT ANSI/ICC A117.1 le -PARKING SPACES pill A 609 GRAB BARS ANSUICC A1:The upper-CHARACTER HEIGHT(REFERENCE DETAIL) Accessible storage elements shell cote with at least one of the reach ranges specified In ANSI/IOC A117.1404.2.1-DOUBLE-LEAF DOORWAYS A.Attesslble car parking spaces shall be 96"minimum in width.Van parking spaces Shell be 6' IN �o Height:The appease teller"I"shell be used to determine the allowable height of all ply wi A.Doorways with two independendy operated leaves shall have at least one active leaf that 132"minimum In width. OILET PARTITIONTOE Cl EARANC ANSI/IC C A117.1609.3.2-SIZE AND SPACING characters of a font and shall be a minimum of#"and 2"maximum. Section 308. meets the requirements in 404.2.2 and 404.2.3 EXCEPTION:Van parldng spares shall be permitted to be 96"minimum In width where A.Diameter or width of gripping surface 5be11 be I-114"M 2",a the shape shall provide an the adjacent access aisle is 96"minimum In width. ANSI/ICC A117.1 61MA-HEIGHT(REFERENCE DETAIL) equivalent gripping surface. EXCEPTION:Where separate tactile and visual dharaders with the same Information are ANSUICC A117.1905.4-OPERABLE PARTS ANSUICC A117.1404.2.2-CLEAR WIDTH B.Parking access aisles shall be 60"wide.Van accessible access aisles shall be 96"wide. A.The height to the top of the toilet seat shall be 17"-19"above floor. 1.The space between grab bers and adjacent walls shall be 1-1/2" Operable parts of storage fadgtiaz shell comply with Section 309. A.Doorways shall provide a dear opening of 32"minimum,With the door open 90a. C.Surface slope shall no exceed 1:48 in all direaons 1.Seats shall not be sprung to Tatum to a lifted position. provided,the height of the adlle upper case letter'T'shall be permitted to be}"minimum. 1.Clear opening shall be measured between the face of the door and opposite stop. (Note:no built up cum ramp may be located in an accessible parking access aisle.) ANSUICC A117.1703.2.5-CHARACTER WIDTH 2.Openings more than 24"in depth shall provide a clear opening of 36^minimum. ANSI/ICC A117.1604.5-GRAB BARS(REFERENCE DETAILS) A.Width:The uppercase letter"Or shall be used to determine the allowable wldth of all AUTOMATIC TELLER MACHINES ANSI/IOC A117.1 502.7-SIGNAGE(REFERENCE DETAIL) A.For Water closets not bated In Mlles stalls,the following grab bars shall be provided,33"- characters of a font,and shall be 55%min.and 110%maz.of the height of the ANSI/ICC All 7arval(3.3-MANEUVERING CLEARANCES AT DOORS A.Reg cued Vane perking spaces mu have Individual venally mounted or suspended sign. 36"above the flash floor: uppercase"I"of Me font. CLEAR FLOOR SPACE Provide level(1:48 max.slope)and dear maneuvering area at doors as follows: Required van accessible spaces must be designated. 1.Side wall horizontal:42"in length minimum,12"max from rear wall,extending 54" A.Floor space Shall comply w8h ANSUICC A117.1 305 m allow a forward,parallel approach A.From approach pull side-50"min.width&18"min.beside Mike edge B.Cheraders and symbols on such di Shag be located 60"minimum above the ground. min.from rear wag or b�' ACCESSIBILITY Front appoach push side-48"min width&0"beside stoke edge 2.Side wall venal:IB"in lergth minimum,bottom d bar lasted 39"miN41"maz. (12"@strike If door has both a closer and a latch) PNSUICC A117.1 503.5-VERTICAL CLEARANCE above the flow,cenle 8"i le mh mini maz from rear wall e e HEIGHT B.Hingesldeapproadhpullsitle-60"min.width;36"min.besideMikeedgeor-54"min. A.Provide minimum verticalcimmnmof114"ataccessiblepamrigmbadingzonesand 3.BackArt:36"In length minimum,extend fromcentedineofwaterclose:12"min.or, A.Operable parts shall be placed within one or more of the reachranges spedfiedi, GUIDELINES with;42"min.beside strike edge along at least one vehicle access route from site entrances and exits. side doses to the wall,24^min,on transfer side. S o ANSUICC Al17.1 season 308,summarized earlier in this sheet. Hinge Side approach push side-42"min.width&22"min.beside hinge edge � �Y •�� � � � •�� &� ,� (411"Coln.width if door has both a closer and a latch) ANSI/ICC A117.1 503-PASSENGER LOADING ZONE ANSUICC A117.1 604.6-FLUSH CONTROLS C.(S4"the approach pull sltle-48"Coln.width and 24"min.beside Conies edge A.Passenger loading zones shall provide an access aisle at leas[cu W'be and n h long A.Flush Controls shall be hand operated or automatic,and loaned on the open side d the ry Pfoj.N0:20.0001702.000 REVieWed By:TS/MS Latch id approach door has a tlocer) adjacent and parallel ro the vpace,pull-up space.If there are g it between the ames5 water closet.Hand operated flush Consuls shall Comply with Settlon 303. THIS SHEET IS PROVIDED FOR YOUR CONVENIENCE.Tr CONTAINS SELECTIONS FROM Latch side idthI push ride-closer) Coln.width and 24"min.beside strike edge aisle and theVehicle vehicle pull-up s space,then"a an ramp Complying with 4sushall be THE CURRENT ENTSAN AfY REFERENCED STANDARDS(INTE IBC CHAPTER Il WITH WA (%"min.width R door has a closer) Provided.Vehicle sanding spaces and access aisles shall be level with surface stapes no x STATE AMENDMENTS AND ANSUICC A117.1),BUT IS NOT INTENDED TO BE A COMPLETE exceeding 1:48 In all directions. IBC with WA STATE AMENDMENTS 1101.2.5-FLUSH CONTROLS R-TOIIEr SEAT R-PAPER TOWEL S-ELECTRIC HAND R-PAPER TOWEL R-SANITARY NAPKIN R-WASTE OR EXHAUSTIVE COPY OF THE CURRENT ACCESSIBILITY STANDARDS. ANSI/ICC A117.1m threshold -THRESHOLDS AT DOORWAYS A.Hand operated flush mewls shall me 44"with Sector,303,except the COVER DISPENSER DISPENSER/WASTE DRYER DISPENSER DISPENSER RECEPTACLE A.Maximum th a shop height:ter Raised thresholds and Floor level changes shall be maximum height above the flow shall be 44". AN-2 beveled with a slope no greater than 1:2 RECEPTACLE ENERGY CODE COMPLIANCE GENERAL NOTES NELSON 1. PROJECT SHALL COMPLY WITH 2O15 WASHINGTON STATE ENERGY CODE 1. GC TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES INCLUDING BUT NOT LIMITED TO THE FOLLOWING PROVISIONS: AND LOCATIONS AS REQUIRED PER SECTION 906IN THE INTERNATIONAL FIRE Nelco Architecture,Inc. CODE.MOUNTING HEIGHTS TO MEET THE PROVISIONS OF ANSI A117.1-308 A. C402.4.1 AIR BARRIERS.A CONTINUOUS AIR BARRIER SHALL BE PROVIDED (",MAX).CABINET SHALL PROTRUDE NO MORE THAN 4"INTO WALKS, THROUGHOUT THE BUILDING THERMAL ENVELOPE.ASSEMBLIES LISTED IN CORRIDORS,PASSAGEWAYS,OR AISLES.LOCATE CABINET(S)75-FOOT ITEMS 1 AND 2 SHALL BE DEEMED TO COMPLY PROVIDED JOINTS ARE MAXIMUM TRAVEL DISTANCE TO REACH THE EXTINGUISHER,(1)2A SEALED. EXTINGUISHER TO COVER MAXIMUM FLOOR AREA OF 3,000 SF.LOCATIONS TO 1. CONCRETE MASONRY WALLS COATED WITH ONE APPLICATION EITHER BE REVIEWED WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. 1200 Fifth Ave. OF BLOCK FILLER AND TWO APPLICATIONS OF A PAINT OR SEALER 2. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXISTING COLUMNS, Suite 1300 COATING; PIER,JOISTS OR WINDOW MULLION,AS SHOWN. Seattle,WA 98101 2. A PORTLAND CEMENT/SAND PARGE,STUCCO OR PLASTER MINIMUM Phone: (206)408-8500 1/2 INCH(12 MM)IN THICKNESS. EGRESS CODE SUMMARY WWW.NELSONWORLDWIDE.COM B. C402.4.1.2.3 BUILDING TEST.THE COMPLETED BUILDING SHALL BE A. MAX.TRAVEL DISTANCE B OCCUPANCY:300'(TABLE 1017.2) TESTED AND THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL TRAVEL DISTANCE B OCCUPANCY:200'(WITHOUT SPRINKLERS)(TABLE 1017.2) NOT EXCEED 0.40 CFM/FT2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES MAX.TRAVEL DISTANCE S-1 OCCUPANCY:400'(TABLE 1017.2.2) WATER GAUGE 2 AT 75 PA)IN ACCORDANCE WITH ASTM E 779 OR AN MAX.TRAVEL DISTANCE S-1 OCCUPANCY:200'(WITHOUT SPRINKLERS) EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL.A REPORT THAT (TABLE 1017.2) INCLUDES THE TESTED SURFACE AREA,FLOOR AREA,AIR BY VOLUME, STORIES ABOVE GRADE,AND LEAKAGE RATES SHALL BE SUBMITTED TO B. MAX.COMMON PATH OF EGRESS TRAVEL:100'(TABLE 1006.2.1) THE BUILDING OWNER AND THE CODE OFFICIAL.IF THE TESTED RATE MAX.COMMON PATH OF EGRESS TRAVEL:75'(>30,WITHOUT SPRINKLERS) EXCEEDS THAT DEFINED HERE,A VISUAL INSPECTION OF THE AIR (TABLE 1006.2.1) BARRIER SHALL BE CONDUCTED AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE.AN ADDITIONAL REPORT IDENTIFYING THE C. SEC 1007.1.1:WHERE TWO FITS OR EXIT ACCESS DOORWAYS ARE REQUIRED CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED FROM ANY PORTION OF THE EXIT ACCESS,THEY SHALL BE PLACED A DISTANCE TO THE BUILDING OWNER AND THE CODE OFFICIAL AND ANY FURTHER APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE BUILDING REQUIREMENT TO MEET THE LEAKAGE AIR RATE WILL BE WANED, OR AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN THEM. C. C402.4.2 AIR BARRIER PENETRATIONS,PENETRATIONS OF THE AIR EXCEPTION 2:WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN BARRIER AND PATHS OF AIR LEAKAGE SHALL BE CAULKED,GASKETED OR AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR OTHERWISE SEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION 903.3.1.2,THE SEPARATION DISTANCE SHALL BE NOT LESS THAN ONE-THIRD MATERIALS AND LOCATION.JOINTS AND SEALS SHALL BE SEALED IN THE OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE SAME MANNER OR TAPED OR COVERED WITH A MOISTURE AREA SERVED. VAPOR-PERMEABLE WRAPPING MATERIAL.SEALING MATERIALS SHALL BE APPROPRIATE TO THE CONSTRUCTION MATERIALS BEING SEALED.THE g 7 6 5 4.7 4,5 4 3.8 3.5 3.2 3 2.3 2TTtF7t4' L JOINTS AND SEALS SHALL BE SECURELY INSTALLED IN OR ON THE JOINT FOR ITS ENTIRE LENGTH SO AS NOT TO DISLODGE,LOOSEN OR " ll 1�1 I U TT' I I I OTHERWISE IMPAIR ITS ABILITY TO RESIST POSITIVE AND NEGATIVE OCCUPANCY LOAD: PRESSURE FROM WIND,STACK EFFECT AND MECHANICAL VENTILATION. (SEC.1004.1 TABLE 1004.1.2) SECTION C406:ADDITIONAL EFFICIENCY PACKAGE OPTIONS gREAKROOM-ACCESSORY A-2(NEW) 1,477 SQ FT/15=99 C406.1 REQUIREMENTS.BUILDINGS SHALL COMPLY WITH NO LESS THAN TWO OF CLIENT. THE FOLLOWING: OFFICE-B(NEW) 3,983 SQ FT 1100=40 1. MORE EFFICIENT HVAC PERFORMANCE IN ACCORDANCE WITH SECTION C406.2 STORAGE-B(EXISTING) 4,192 SQ FT/300=14 2. REDUCED_ _ _ - - - - I I I I 9p 3. ENHANCED LIGHTING I G CONTROLS NG POWER IN IN ACCORDADANCE WITH EH SECTION C406.3 WITH SECTION C406.4 INDUSTRIAL-F2(NEW) 47,285 SQ FT/300=473 SlERRI�. 4. ON-SITE SUPPLY OF RENEWABLE ENERGY IN ACCORDANCE WITH SECTION TOTAL 626 C406.5 CONSTRUCTI ON COMPANY,INC. 5. -GENERAL CONTRACTOR PROVISION OF A DEDICATED OUTDOOR AIR SYSTEM FOR CERTAIN HVAC EQUIPMENT IN ACCORDANCE WITH SECTION C406.6 EXIT REQUIREMENTS: I. 6. HIGH-EFFICIENCY SERVICE WATER HEATING IN ACCORDANCE WITH SECTION O 8 Og C406.7 (SEC.1006 TABLE 1006.2.1&1006.3.1)NUMBER REQ'D NUMBER PROVIDED SIERRA 7. ENHANCED ENVELOPE PERFORMANCE IN ACCORDANCE WITH SECTION C406.8 8. REDUCED AIR INFILTRATION IN ACCORDANCE WITH SECTION C406.9 OFFICE 2 2 CONSTRUCTION i I n � jj I I I I In I i i i i ❑® e o INDUSTRIALJF OCCUPANCY 3 7 ILLE WAY .- ,. - - - _ - ' ' KEYNOTES O JECT 14800 NE NORTH W A WOODINVILLE WA 98072 r PPS-- ♦ 6 ¢[clwcu 6 r n r 1 �( I � EX % 1. EXISTING ACCESSIBLE ENTRANCE/EXIT LEGEND T. I I SIERRAL CONSTRUCTION JI I J i l i I 4 2. NEW TENANT DEMISING WALL EXISTING PARTITION TO REMAIN CASTING OPERATIONS TI r-E i i zas l i e 3. EXISTING COLUMN,TYP. NEW PARTITION W _ I 4. EXISTING DOCK-HIGH OVERHEAD DOOR,TYP. W W I I EX INTERNALLY ILLUMINATED EXIT SIGNAGE W/BATTERY 6108 188TH ST.NE I- I �� �' I�- � I 9 5. EXISTING BIKE RACKS(8 BIKES) I EX BACKUP PER IBC SECTION 1013,CONFIRM OPERATION OF ARLINGTON,WA �I EXISTING.ADD NEW WHERE NOT EXISTING.ARROW= wi zm CI � I K 6. EXISTING FIRE RISER/ELECTRICAL ROOM DIRECTION INDICATOR,IF REQUIRED:PROVIDE TACTILE Description: No: Date: EXIT SIGN ADJACENT EXIT PERMIT SUBMITTAL 08/24/2020A17H DISCHARGE DOOR s L 7. EXISTING TRUCK WELL. COMPLYING WITH ICCl1 AS SUMMARIZED 703/T1.2.ADD NEW WHERE NOT EXISTING. LAD B.i I I I I 8. EXISTING ACCESS AISLE AND ACCESSIBLE PARKING STALLS NOTE:EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO T0.E DIU rasa°- I POINT IN AN EXIT ACCESS CORRIDOR IS MORE THAN J _ - 0 9. EXISTING PARKING STALLS,TYP 100'OR THE LISTED VIEWING DISTANCE FOR THE L-- va msr.¢Ts^ SIGN,WHICHEVER IS LESS. p N..C. I 1 10 EXISTING SLOPE ACCESSIBLE ROUTE: RAMP WITH MAX SLOPE OF 1:20,MAX FIR EXISTING FIRE DEPARTMENT ACCESS DOOR PROVIDED AT I IT I la I 4OF INTERVALS LESS THAN 100'SPACING AROUND PERIMETER U E F-2 OF BUILDING O I I� Av I x B 11. EXISTING CONCRETE SIDEWALK DIRECTION OF TRAVEL FUTURE EXPANSION W W I I 12. EXISTING LANDSCAPING,TYP.REPLACE ANY DAMAGED LANDSCAPE PATH OF EGRESS AREA OR YARD J r I I - g3 - I4k,7- DURING CONSTRUCTION. E START POINT /// (NATIVE GRASS, NO g�, " N T F I� 0 13. NEW CONDITIONED OFFICE SPACE. i COMMON PATH OF TRAVEL TERMINATION POINT ` IRRIGATION 0,1�3[ I I 2 TNffrwOIA 14. NEW CONDITIONED SPACE/BUILDING ENVELOPE, u x� 2m I ti N a a f4GOf37 L- I nurmu R 15. NEW LER AND BUMPERS FURNISHED BY GC INSTALLED YI GCLINCLUDING DOCK EALL REQUIRED UTILITIES.SHOWN FOR mnva D�T. REFERENCE-ENGINEERING BY INSTALLER UNDER SEPARATE PERMIT. --- ----E--- --E- - (FOR EXAMPLE,SERCO MODEL#WL800,6')CB',30,000 LB DYNAMIC PA E LOAD CAPACITY OR EQUIVALENT.) I „ SEAL: W& W itlfiula namaiulce e f �n I zao 4 L __.J m� z01 8144 xl ul%ILxHt `~--_ mAvaO 'e• -nl Tl EX 1 1 -- - F Xooucws "' ion n=wnx uamrm CITY STAMP i ARCHITECTURAL/ SITE/ i 0 EGRESS PLAN Proj.No:20.0001702.000 Reviewed By:TS/MS 1 ARCHITECTURAL/SITE EGRESS AO. 1 GENERAL NOTES NELSOK 8 7 6 5 4.7 T.. 4 3.8 3.5 3.2 3 2.3 2 1 1. NOT used Nelco Architecture,Inc. 2. FINISHES PER ROOM FINISH SCHEDULE SHEET A6.2,TYPICAL LION. 3. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET AN.2. 4. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT VERALL TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. ALL WORK SHALL BE D AND 45,-0„ 45,-11 p„ 40,_0„ Iq,-0„ 22'-0" 25,_0„ 7,-p„ 30,-0„ 18,-0„ 16c0„ 401-0„ 12,-0" 36'-0" 5 TRUE AND IN PROPER ALIGNMENT,NT,U.N.O.ALLED PLUMB,LEVEL,SQUARE AND 1200 Fifth Ave. 6. ALL DIMENSIONS ARE TO FACE OF FRAMING,U.N.O.DIMENSIONS NOTED Suite 1300 "HOLD"MUST BE ACCURATELY MAINTAINED,AND SHALL NOT VARY MORE THAN Seattle,WA 98101 - f 1/8"WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT."AUGN'MEANS Phone: (206)408-8500 TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE.DIMENSIONS �, ,NELSONWORLDWIDE.COM NOTED"CLEAR"ARE MINIMUM DIMENSIONS WHICH MUST BE MAINTAINED NtlA -� WITHOUT EXCEPTION,DIMENSIONS MARKED MEAN A VARIANCE NOT GREATER THAN 1 INCH,VERIFY DIMENSIONS EXCEEDING TOLERANCE WITH O FACE OF BELOW SILL, EXTERIOR WINDOW WALL ARE TO THE FINISH E OF WA LLL,U.N.O. 7. WHERE NEW FLOOR FINISHES AND/OR WALL BASE ARE SCHEDULED,PREPARE FLOORS AND WALLS TO RECEIVE NEW FINISH..CONCRETE SLAB TO RECEIVE o NEW SEAL WHERE SAW-CUT AND PATCHED.PATCH AND PAINT ALL OFFICE -- ° WALLS.TYPICAL THROUGHOUT. ° .- a .. °: *n° ° .. " ° 8' ° B. ALL EXISTING FLOORS,PARTITIONS,DEMISING WALLS,AND CORRIDOR WALLS TO REMAIN ARE TO BE PATCHED AND REPAIRED TO MATCH ADJACENT 4 SURFACES. 9. PATCH AT ALL NEW AND EXISTING PENETRATIONS AT FLOOR AND CEILING SLABS,WALLS AND SHAFTS,SEAL ABANDONED PENETRATIONS AT FLOORS, % -z -• .°LF ELECTRICAL °20 ZIP WALLS AND SHAFTS TO MAINTAIN FIRE/SMOKE AND ACOUSTICAL RATINGS. 5 �11 III PATCH FIREPROOFING AT ALL NEW AND EXISTING LOCATIONS WITH EXPOSED I O I STRUCTURAL STEEL J 10. ALL INFILL OF DOORS/WALLS/OPENINGS SHALL MATCH AND BE FLUSH WITH `P I III I EXISTING ADJACENT PARTITION CONSTRUCTION.FINISHED FACES OF NEW III WAX I J I 4 PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 206 v 11. WHERE NEW PARTITIONS ABUT EXISTING SURFACES,REMOVE EXISTING u CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION. 12. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 13. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH F I I NO VISIBLE JOINTS.PROVIDE LEVEL 4 FINISH,U.N.O.-REFER TO MATERIAL Po I I SCHEDULE E&FINISH PIN N FOR MATERIALS&LOCATIONS THAT REQUIRE A net v 14. GYPSUM WALLBOARD AT BOTH SIDES OF ALL PARTIRONS WITH PLUMBING DEWAX - - m I I - - CLIENT: 8 ROUGH-IN(E.G.BATHROOMS,PANTRY,JANITOR'S CLOSET,WET COLUMNS) SHALL BE WATER-RESISTANT. 15. METAL STUDS 16 PARTITIONS TO RECEIVE CERAMIC TILE ARE BE 20 GAUGE SIERRI .. I m I I (MINIMUM)0 I6"O.C.(MAXIMUM). REFER TO THE FINISH PLANS FOR TILE SHELL II I LOCATIONS. 16. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OR METAL EDGE TRIM. 9 207 9 17. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO CONSTRUCTION COMPANY,INC. - 522 1T 2" I I BE USED TO SET THE TOP OF ALLDOORS SUCH THAT THE TOP OF ALL DOORS GENERAL. CONTRACTOR o OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR 19 9 I I SLAB OR FINISHED FLOOR THICKNESS.THERE SHALL BE NO EXPOSED PIPE, CONDUIT,DUCTS,VENTS,ETC.ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED,UNLESS OTHERWISE NOTED AS EXPOSED SIERRA MET LAB ENGR 9 I I CONSTRUCTION ON THE DRAWING. MOLD PREP I8. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS CONSTRUCTION �Q 209 208 I I ARE TO BE(4)INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR 14800 NE NORTH WOODINVILLE WAY n CENTERED BETWEEN WALLS. 10'-1" 29'-10" 19. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXISTING COLUMNS, WOODINVILLE,WA 98072 _ I OFFICE I PIER,JOISTS OR WINDOW MULLION,AS SHOWN. _41- - 20. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND PROJECT 1T-1" 9 9 I U+ CEILING MOUNTED ITEMS,INCLUDING HARDWARE,LIGHT FIXNRES,GRAB SIERRAL CONSTRUCTION BARS,CASEWORK,AND ALL OWNER PROVIDED ITEMS.PROVIDE SHEET METAL CASTING OPERATIONS TI 25'-3" 30'-10" 51"" I I m REINFORCING(8"HORIZONTALLY MOUNTED STRIP OF 20 GA.GALVANIZED SHEET METAL)CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS INDICATED ON DRAWINGS.ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED.WHERE BLOCKING OR ADDITIONAL STUDS ARE REQUIRED AT EXISTING PARTITIONS,THEY ARE TO BE PATCHED AND 6108 188TH ST.NE NIC REPAIRED. ARLINGTON,WA i O O � •iJ I I I I I 4 `q Description: No: Date: XRAY I I LEGEND PERMIT SUBMITTAL 08/24/2020 EXISTING PARTITION TO REMAIN 9 I NEW PARTITION NEW INSULATED METAL PANEL WALL ASSEMBLY FULL HEIGHT UNLESS NOTED OTHERWISE. .DESIGN/BUILD AL FOR 24'8 ENGINEERING BY MANUFACTURER. 8 7 " 24,11" CONNECTIONS BAT BOTTOM AND TOP OF WALL. _ I I TARGET MACH I I KEY NOTES Q FINAL INSP 204 I BREAK I 4 1. EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRY DOOR a N T FI AL FINISH HEAT TREAT 10,_7 r z'-s" 205 ` 2. EXISTING ADJACENT SPACE N.I.C. „ I 1o'a^ r-s^ I I I w B B I I 3. CHAINLINK FENCE 8'-0"HIGH.GC RESPONSIBLE FOR ENGINEERING, INSTALLATION AND PERMANENT ATTACHMENT OF FENCE TO GROUND. m F in 6'-6" 33'-11" 6,-3„ 14'-3" '_2, T-9" 8'-0" - I 4, 277/480 VOLT 3 PHASE ELECTRICAL SERVICE.PROVIDE AND MAINTAIN 3'-0" pIB 9 2 2c a CLEAR FLOOR SPACE IN FRONT OF PANEL(S).(2)NEW CONCRETE FILLED PIPE SEAL: - - - - - BOLLARDS(PER SPECIFICATIONS AND/OR 6/A8.1,TYP.).SET 42"CLEAR OF 4'-9" 7-0" 9 - - - - - EQUIPMENT PANELS. 2B 5. EXISTING ELECTRICAL ROOM 8459 NlililSj3iNF'IY O 9 - "rafin n.ei SHIP ING&REC NING k 3 MAIN ONOANCE _ 0 6. EXISTING FIRE RISER ROOM �J I 7. MECHANICAL DOCK LEVELERS(2)AND BUMPERS FURNISHED BY GC/INSTALLED K000Gla5 a•• ( SHELL�EIVI RGH FIN a c BY GC INCLUDING ALL REQUIRED UTILITIES.SEE ALSO STRUCTURAL. +TWIT++�'we�nauron PPP 202 MECH ROOM S. NEW PARTIAL HEIGHT INSULATED METAL PANEL WALL ASSEMBLY WITH 203 201 INSULATED CEILING SYSTEM BY MFR. A.15'-0" B.12'-0' 2B C.10'-0" 3 I < CITY STAMP: 9. NEW FULL HEIGHT INSULATED METAL PANEL WALL ASSEMBLY BY MFR. 10. OPAQUE FILM APPLIED TO BACK SIDE OF GLASS OVERLAPPING TOILET ROOM. 28'-1. (� 16'-10" 14'-9" 15'-10" 31'-1" 11. EXISTING STRUCTURAL COLUMN. 249'-1" 12. HOUSEKEEPING CONCRETE PAD FOR TENANT EQUIPMENT PER STRUCTURAL o 13. NEW BOLT-DOWN BOLLARD,TYP.(PER 12/A8.2,TYP.) OVERALL FLOOR PLAN © TYP 17 P Proj.No:20.0001702.000 RcNimed By:TS/MS 1 FLOOR PLAN A2.1 1/16"=1'-0" A2. 1 KEY NOTES Q DESIGN BUILD NOTES GENERAL NOTES NELSON 1. CEILING GRID START POINT(FULL TILE?) PROJECT TO BE ELECTRICAL AND MECHANICAL DESIGN-BUILD.NEW LIGHTING SHALL MEET 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING 2. EXISTING ADJACENT SPACE N.I.C. THE FOLLOWING MINIMUM REQUIREMENTS: HEIGHTS,LIGHT FIXTURES,SWITCH LOCATIONS,AND ASSOCIATED ITEMS. 3. BAIT INSULATION ABOVE CEILING THIS ROOM. A.IBC 1008.I-ILLUMINATION REQUIREMENT REFER TO ENGINEERING DRAWINGS FOR CIRCUITING,WIRING LAYOUT,AND Nelco Architecture,Inc. 4. EMEND EXISTING SUSPENDED CEILING TO SUIT NEW PARTITION LAYOUT. 1.THE MEANS OF EGRESS,INCLUDING THE EXITDISCHARGE,SHALL BE ADDITIONAL INFORMATION.ALL MEP-FP DEVICE LOCATIONS NOT SHOWN ON S. REPAIR EXISTING SUSPENDED CEILING WHERE PARTITIONS HAVE BEEN ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE DRAWINGS,OR IN CONFLICT WITH MEP/FP DRAWINGS,ARE TO BE MEANS OF EGRESS IS OCCUPIED. COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION.IN THE EVENT OF REMOVED. B.IBC 1008.2.1-ILLUMINATION LEVEL DISCREPANCIES BETWEEN THE ARCHITECTS REFLECTED CEILING PLAN AND 6. LIGHT CENTERED IN ROOM,BOTH DIRECTIONS. 1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 THE ENGINEERS'PLANS,IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING 1200 Fifth Ave. 7. 2"SEISMIC EXPANSION JOINT IN ACOUSTICAL CEILING. S. COORDINATE TO ENSURE LIGHT CENTERED OVER CASEWORK. FOOT-CANDLE NA LUX)EMERGENCY THE FLOOR LEVEL. BEFORE ORDERING MATERIALS E PROCEEDING WITH THE WORK. Suite e,1300 W 9. NO CEILING SCOPE PROPOSED THIS ROOM C.IBC 1008.3-ILLUMINATION EMERGENCY POWER 2. FOLLOWING COMPLETION E THE ACOUSTICAL CEILING INSTALLATION,ALL Seattle,WA 98101 10. NEW GWB HEADER TO TRANSITION EXISTING SUSPENDED CEILING SYSTEMS. 1. THE POWER SUPPLY FOR MEANS SE EGRESS ILLUMINATION SHALL JOINTS AND GRID SHALL E STRAIGHT,TRUE TO LINE,WITH EXPOSED Phone: (206)408-8500 +8'-I1"AFF TYPICAL. NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY. SURFACES FLUSH AND LEVEL.DIRTY OR DISCOLORED SURFACES R TILE ARE It. PROJECTION SCREEN,RECESSED,MOTORIZED OPERATION.STEWART:LUXUS, 1.1 LOCATIONS INCLUDE:DEDICATED EGRESS ROUTES IN LARGER ROOMS TO BE CLEANED OR REPLACED,AND LEFT FREE OF DEFECTS.AFTER 30 DAYS W W W.NELSONWORLDWIDE.COM SCREEN;A/V FORMAT,MODEL#:LXC64A,OR EQUAL OR SPACES,PUBLIC OR COMMON EGRESS ELEMENTS,ESSENTIAL FROM SUBSTANTIAL COMPLETION,INSPECT THE WORK AND ADJUST TILE NOT "MODEL A"ELECTRIC SC PORTIONS OF THE INTERIOR EGRESS SYSTEM,INTERIOR EXIT IN ALIGNMENT WITH OTHER CEILING TILES AND REPLACE MISSING OR SCREEN MATERIAL PER MFRREE RECOMMENDATION. DISCHARGE ELEMENTS,AND EXTERIOR PORTIONS OF THE EXIT DAMAGED UNITS. 12. LOCATION OF FUTURE CEILING MOUNTED PROJECTION EQUIPMENT.DISTANCE M SCREEN PER MANUFACTURER'S RECOMMENDATION.PROVIDE POWER/ DISCHARGE,INCLUDING INTERIOR EXIT STAIRWAYS&RAMPS. 3. WITHIN A ROOM OR AREA,THE CONTRACTOR SHALL ESTABLISH A SINGLE FROM M..ABOVE CEILING,W/BACKING FOR MOUNTING 2. PER IBC 1008.3.3,IN THE EVENT OF POWER SUPPLY FAILURE,AN FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING COM13. PROJECTION SCREEN,RECESSED,MANUAL OPERATION. EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE HEIGHTS ABOVE FINISHED FLOOR. FOLLOWING AREAS:ELECTRICAL EQUIPMENT ROOMS,FIRE COMMAND CENTERS, 4. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP AND STRUCTURAL FIRE PUMP ROOMS,GENERATOR ROMS,PUBLIC RESTROOMS WITH AN AREA ELEMENTS.CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES GREATER THAN 300 SF.DURATION OF EMERGENCY POWER SHALL BE PER NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED. 1008.3.4: NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE INSTALL DUCTWORK TIGHT TO UNDERSIDE OF BEAMS.WITH A SMALL SPACE BATTERIES,UNITGEN EQUIPMENT R AN ON-SITE GENERATOR.ILLUMINATION LEVEL TO AVOID VIBRATION.INSTALLATION AND/OR ALTERATION,S DUCTWORK, UNDER EMERGENCY POWER PER POINT OF 0.INIITAL ILLUMINATION NOT LESS PIPING OR OTHER EQUIPMENT THAT WILL REQUIRE FASCIAS,SOFFITS AND THANl FC,MINIMUM AT ANY POINT OF 0.1 FC MEASURED ALONG THE PATH OF OTHER TRANSITIONS IN CEILING HEIGHT SHALL BE REVIEWED WITH THE EGRESS AT FLOOR LEVEL. ARCHITECT PRIOR TO PROCEEDING.CONTRACTOR TO PROVIDE COMPLETE 340t0"OVERALL 3. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2 INTERIOR COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW. 1 LIGHTING CONTROLS.EACH AREA ENCLOSED BY WALLS OR FLOOR-TO-CEILING 5. REWORK EXISTING FIRE,LIFE,SAFETY SYSTEM AS REQUIRED PER NEW WALL 14'-0" 22'-0" 25'-0" T-0" 30'-0" 18'-0" 6'-0" 40'-0" 12'-0" 36'-0" ,2 PARTITIONS SHALL HAVE AT LEAST ONE MANUAL CONTROL FOR THE LIGHTING LAYOUT AND CURRENT CODE.ENGINEERING AND INSTALLATION BY BUILDING -- SERVING THAT AREA.THE REQUIRED CONTROLS SHALL BE LOCATED WITHIN THE RECOMMENDED SUB-CONTRACTOR. AREA SERVED BY THE CONTROLS OR BE A REMOTE SWITCH THAT IDENTIFIES 6. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE A THE LIGHTS SERVED AND INDICATES THEIR STATUS. WITH LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. - 7. ALL CEILING MOUNTED DEVICES SHALL BE WHITE. C405.2.2.2 LIGHT REDUCTION CONTROLS. LIGHT REDUCTION CONTROLS NEED 8. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED ELECTRICAL y NOT BE PROVIDED IN THE FOLLOWING AREAS AND SPACES: EQUIPMENT.PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS 1. AREAS THAT ARE CONTROLLED BY AN OCCUPANT SENSING DEVICE. RECOMMENDED BY FIXTURE MANUFACTURER. 2. CORRIDORS,EQUIPMENT ROOMS,STOREROOMS,RESTROOMS,PUBLIC 9. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUSTICAL CEILING im r T-r-r T T T- I iil I LOBBIES,ELECTRICAL OR MECHANICAL ROOMS. TILE AREAS.DO NOT PLACE ANY ABOVE GYPSUM BOARD CEILINGS,UNLESS 3. DAYLIGHT SPACES COMPLYING WITH SECTION C405.2.2.3.2. APPROVED BY ARCHITECT. 0 0 10. PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM 206 W I ° C405.2.2.AUTOMATIC TIME SWITCH CONTROL DEVICES.AUTOMATIC TIME MAINTENANCE.MATCH ADJACENT CEILING FINISH U.N.O. SYSTEMS AND CLIENT I SWITCH CONTROLS NEED NOT BE IN SPACES CONTROLLED BY OCCUPANCY EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEILINGS- SENSORS. ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL. SIERRki h, 13 El El ° ' C405.2.1 OCCUPANCY SENSORS.OCCUPANCY SENSORS SHALL BE INSTALLED IN 11. ALL ACCESS PANELS IN GYPSUM BOARD CEILINGS SHALL BE FRAMELESS; ALL CLASSROOMS,CONFERENCE/MEETING ROOMS,EMPLOYEE LUNCH AND LOCATIONS SHALL BE COORDINATED WITH ARCHITECT.GROUP DEVICES TO I I e I BREAK ROOMS,PRIVATE OFFICES,RESTROOMS,WAREHOUSE SPACES,STORAGE MINIMIZE THE NUMBER AND SIZE OF ACCESS PANELS. CONISTRIJCTION COMPANY,INC. - I ROOMS AND JANITORIAL CLOSETS,AND OTHER SPACES 300 SQUARE FEET(28 12. ALL CONDUITS,BOXES,DUCTS,HVAC UNITS,PIPES,ETC.,SHALL BE INSTALLED GENERAL.CONTRACTOR DEWAX a M2)OR LESS ENCLOSED BY FLOOR-TO-CEILING HEIGHT PARTITIONS.THESE AS HIGH AS POSSIBLE,NOT LOWER THAN 8"ABOVE LINE OF HIGHEST AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN FINISHED CEILING. �f� --- Rl-rm-nI $ OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE,AND 13. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE. SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY 14. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMITY GANG UNDER SINGLE SIERRA TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. SWITCH PLATE. SHELL El I I 15. FURNISH AND INSTALL NEW THERMOSTATS AS REQUIRED.INSTALL CLOSE TO CONSTRUCTION C405.2.4 DAYLIGHT ZONE CONTROL.DAYLIGHT ZONES SHALL BE DESIGNED SUCH DOOR OPENINGS,DO NOT INSTALL IN CENTER OF WALL.ARCHITECT AND Z(f� THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF CLIENT TO APPROVE ALL LOCATIONS. 14800 NE NORTH WOODINVILLE WAY GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE WITH 16. ALL LIGHTS TO BE CONTROLLED BY MOTION SENSOR.PROVIDE OVERRIDE WOODINVILLE,WA 98072 I SECTION C405.2.2.3.2.EACH DAYLIGHT CONTROL ZONE SHALL NOT EXCEED SWITCH AT ALL CONFERENCE ROOMS 0 13p I 2,500 SQUARE FEET(232 M2).CONTIGUOUS DAYLIGHT ZONES ADJACENT TO 17. ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SAME PaaECT a VERTICAL FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE TEMPERATURE,uoN. SIERRAL CONSTRUCTION I CONTROLLING DEVICE PROVIDED THAT THEY DO NOT INCLUDE ZONES FACING 15. IN EXISTING ALTERED SPACE,REPAIR AND/OR REPLACE COMPONENTS MORE THAN TWO ADJACENT CARDINAL ORIENTATIONS(I.E.,NORTH,EAST, NECESSARY TO INSURE ALL EXISTING AND OR RELOCATED LIGHT FIXTURES CASTING OPERATIONS TI SOUTH,WEST).THE PRIMARY DAYLIGHT ZONE SHALL BE CONTROLLED ARE FUNCTIONING,INCLUDING BUT NOT LIMITED TO LAMPS,BALLASTS,AND MOLD PREP I I SEPARATELY FROM THE SECONDARY DAYLIGHT ZONE.DAYLIGHT ZONES UNDER LENSES.RELAMP ALL EXISTING AND RELOCATED FIXTURES TO REMAIN. I SKYLIGHTS MORE THAN 15 FEET(4572 MM)FROM THE PERIMETER SHALL BE CONTROLLED SEPARATELY FROM DAYLIGHT ZONES ADJACENT TO VERTICAL 6108 188TH ST.NE FENESTRATION. CEILING NOTES ARLINGTON,WA E CONTROL SHALL: �T I 1. CONTROL ONLY LUMINAIRES WITHIN THE DAYLTT AREA. 1. CENTER CEILING GRID IN ROOM OR AREA IN TWO DIRECTIONS,TYPICAL LON. DmNPtlon: No: Date: I I 2.INCORPORATE TIME-DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT 2. CENTER LIGHT FIXTURES/SPRINKLER HEAD/CEILING ELEMENT IN 24"PORTION LEVEL CHANGES OF LESS THAN THREE MINUTES. OF 48"CEILING TILE,TYPICAL UON. PERMIT SUBMITTAL D8/24/2020 EXCEPTION:DAYLIGHT ZONES ENCLOSED BY WALLS OR CEILING HEIGHT 3. LOCATE ALL LIGHT FIXTURES,SPEAKERS,LIFE-SAFETY DEVICES AND SIMILAR p ❑ p O p p I1 v 1 0 1 1 0 1I PARTITIONS AND CONTAINING TWO OR FEWER LIGHT FIXTURES ARE NOT CEILING ELEMENTS,ETC.,IN THE CENTER OF CEILING TILE IN BOTH REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING. DIRECTIONS AND ALIGN WITH ADJACENT FDRURES,DEVICES OR HEADS IN A RUN OR ROW,U.N.O. 0405.2.1 OCCUPANCY SENSORS.OCCUPANCY SENSORS SHALL BE INSTALLED IN 4. REFER TO ELEVATIONS AND SECTIONS FOR MOUNTING HEIGHTS OF WALL ALL CLASSROOMS,CONFERENCE/MEETING ROOMS,EMPLOYEE LUNCH AND SURFACE MOUNTED LIGHT FIXTURES. BREAK ROOMS.THESE CONTROLS DEVICES SHALL BE CAPABLE OF S. PROVIDE SEISMIC BRACING AT ALL SUSPENDED CEILING SYSTEMS.SUSPENDED AUTOMATICALLY REDUCING THE LIGHTING POWER IN RESPONSE TO AVAILABLE CEILING AND BRACING SHALL MEET THE MINIMUM REQUIREMENTS OF CISCA II § DAYLIGHT BY EITHER ONE OF THE FOLLOWING METHODS: AND ASCE 7-10 SECTION 13.5.6.AS SUMMARIZED ON SHEET A8.2 XRAY I I "a 1. CONTINUOUS DIMMING USING DIMMING BALLASTS AND DAYLIGHT-SENSING AUTOMATIC CONTROLS THAT ARE CAPABLE OF REDUCING THE POWER OF GENERAL LIGHTING IN THE DAYLITE ZONE CONTINUOUSLY TO I I LESS THAN 20 PERCENT OF RATED POWER AT MAXIMUM LIGHT OUTPUT. LEGEND tttI 1 ELEMENT TO BE DEMOLISHED 0 � O p INTERNALLY ILLUMINATED EXIT SIGNAGE W/BATTERY BACKUP EX EX PER IBC SECTION 1013 CON FIRM OPERATION FOR EXISTING. TING I I STEPPED DIMMING USING F REDUCING SWITCHING AND DAYLIGHT-SENSING ADD WHERE NOT EXISTING.ARROW=DIRECTION INDICATOR, CONTROLS THAT ARE CAPABLE OF REDUCING LIGHTING POWER AUTOMATICALLY.THE _ _ _ - - - - - - - - D SYSTEM SHALL PROVIDE A MINIMUM OF TWO CONTROL CHANNELS PER ZONE AND BE IF REQUIRED f �- INSTALLED IN A MANNER SUCH THAT AT LEAST ONE CONTROL STEP IS BETWEEN 50 1X4 SURFACE MOUNTED LED LIGHT FIXTURE W/WRAP AROUND II PERCENT AND 70 PERCENT OF DESIGN LIGHTING POWER AND ANOTHER CONTROL STEP ACRYLIC LENS I I 1S NO GREATER THAN 35 PERCENT OF DESIGN POWER,AND THE SYSTEM IS CAPABLE OF AUTOMATICALLY TURNING THE SYSTEM OFF. NEW ZX4 LAY-IN LED LIGHT FIXTURE,18 CELL PARABOLIC I I C408.2.3 FUNCTIONAL TESTING.TESTING SHALL ENSURE THAT CONTROL HARDWARE AND SEAL' SOFTWARE ARE CALIBRATED,ADJUSTED,PROGRAMMED AND IN PROPER WORKING HATCH INDICATES"NIGHT LIGHT'FOR EGRESS ILLUMINATION T FIt'VAL FINISH ;, CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S NOT LESS THAN 1 FC PER IBC SECTION 1008.2.1 WITH IP a INSTALLATION INSTRUCTIONS. EMERGENCY POWER PER 1008.3.3 p HEAT TREAT suv p p I I NEW HVAC SOLUTION SHALL EMEN T,I FOLLOWING MINIMUM REQUIREMENT: XPc�sJ LRED- I I A.NEW MECHANICAL ELEMENTS,INCLUDING BUT NOT LIMITED TO PACKAGED UNITS, O NEW RECESSED LED DOWNLI6HT FIXTURE --mti'lu u:c i CONTROLS,DAMPERS,DUCTING,COMMISSIONING;TO FULLY COMPLY WITH THE i PROVISIONS OF WSEC SECTION C403. - rf 8.VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE nK 00011A5 MECHANICAL CODE(WAC 51-52) NEW WAREHOUSE LIGHT FIXTURE C.ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN ACCORDANCE WITH SECTION 403 IN THE 2015 INTERNATIONAL MECHANICAL CODE THE ILAVENTILATIONNE SYSTEM SERABOVE THAT THE SPACE SHALL BE DESIGNED TO PROVIDE VENTILATION OVER AND ABOVE THAT REQUIRED BY TABLE 403.3.1.1 IN ACCORDANCE � EXHAUST FAN(BONE RATING LESS THAN 1.0 BONE) WITH ACCEPTED ENGINEERING PRACTICE. NEW EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: SUSPENDED ACOUSTIC CEILING TILE AND GRID: SHIP ING&REC ING MAINTENANCE __ A.ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND ARMSTRONG,CORTEGA,24"X 48"SQUARE LAY-IN TILE, CITYSTAMP SHALL CONFORM WITH ALL APPLICABLE CODES. WHITE WITH CLASS"A"15/16"EXPOSED"T"GRID SYSTEM, EJ 13 ElI � Fp p I 200 o THE BUILDING IS FULLY SPRINKLERED.THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE WHITE 5WELL M RGH FIN d FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY.THE FIRE HE t{p'' PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW 53 I ZOZ i PRIOR TO COMMENCING WITH THE WORK. � GWB GYPSUM BOARD CEILING OPEN TO STRUCTURE LLq ' ----- ----- F REFLECTED CEILING METAL INSULATED WALL PANEL CEILING PLAN 1 REFLECTED CEILING PLAN m Pro;.No:20.0001702.000 Reviewed By:TS/MS DAYLIGHT ZONE A2.2 1/8"=1'-0" 0 8' 16' 32' (PRIMARYW DTH OF WINDOW) WINDOW HEAD HEIGHT,24"BEYOND (SECONDARY DEPTH=2 TIMES WINDOW HEAD HEIGHT) /� ^L. SCALE:1/16"=V-0" H L GENERAL NOTES NELSON LEGEND 1. TYPES. ENEW PARTITIONS TO BE WALL TYPE 18 LION,SEE SHEET A8.1 FOR WALL 2. FINISHES PER ROOM FINISH SCHEDULE SHEET A6.1,TYPICAL UON, 3. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET T1.2. Nekw Architecture,Inc. EXISTING PARTITION TO REMAIN 4. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. NEW PARTITION S. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB,LEVEL,SQUARE AND TRUE AND IN PROPER ALIGNMENT,U.N.O. 6. ALL DIMENSIONS ARE TO FACE OF FRAMING,U.N.O. DIMENSIONS NOTED 1200 Fifth Ave. "HOLD"MUST BE ACCURATELY MAINTAINED,AND SHALL NOT VARY MORE THAN Suite 1300 KEY NOTES O *1/8"WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT."ALIGN"MEANS Seattle,WA 98101 TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE.DIMENSIONS Phone: (206)408-8500 1. EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRY DOOR NOTED"CLEAR"ARE MINIMUM DIMENSIONS WHICH MUST BE MAINTAINED WITHOUT EXCEPTION.DIMENSIONS MARKED*MEAN A VARIANCE NOT WWW.NELVJNWORLDWIDE.00M 2. PLASTIC LAMINATE COUNTERTOP,BASE&UPPER CABINETS GREATER THAN 1 INCH,VERIFY DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT.ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE FINISH FACE OF WALL BELOW SILL,U.N.O. 3. PLASTIC LAMINATE COUNTERTOP,BASE&UPPER CABINETS WITH SINGLE 7. WHERE NEW FLOOR FINISHES AND/OR WALL BASE ARE SCHEDULED,PREPARE COMPARTMENT,TOP MOUNT SINK. FLOORS AND WALLS TO RECEIVE NEW FINISH.CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW-CUT AND PATCHED.PATCH AND PAINT ALL OFFICE 4. PROVIDE WATER SUPPLY LINE FOR NEW(FOIO)PLUMBED HOT/COLD WATER WALLS.TYPICAL THROUGHOUT. DISPENSER,1/4"COPPER TUBES BELOW COUNTER. 8. ALL EXISTING FLOORS,PARTITIONS,DEMISING WALLS,AND CORRIDOR WALLS TO REMAIN ARE TO BE PATCHED AND REPAIRED TO MATCH ADJACENT 5. PROVIDE WATER SUPPLY LINE TO(FOIO)REFRIGERATORS,1/4"COPPER TUBES SURFACES. BELOW COUNTER. 9. PATCH AT ALL NEW AND EXISTING PENETRATIONS AT FLOOR AND CEILING SLABS,WALLS AND SHAFTS,SEAL ABANDONED PENETRATIONS AT FLOORS, 6. PROVIDE WATER SUPPLY LINE TO(FOIO)COFFEE MAKER,1/4"COPPER TUBES WALLS AND SHAFTS TO MAINTAIN FIRE/SMOKE AND ACOUSTICAL RATINGS. BELOW COUNTER. PATCH FIREPROOFING AT ALL NEW AND EXISTING LOCATIONS WITH EXPOSED STRUCTURAL STEEL. 10. ALL INFILL OF DOORS/WALLS/OPENINGS SHALL MATCH AND BE FLUSH WITH 7. 4'X8'X3/4"TYPE'X'/FIRE RESISTANT PLYWOOD BACKBOARD ON.WALLS AS EXISTING ADJACENT PARTITION CONSTRUCTION.FINISHED FACES OF NEW INDICATED,PAINTED TO MATCH WALL COLOR WITH FINISHED EDGES FOR PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. TENANTS TELEPHONE AND SECURITY EQUIPMENT,TOP OF BACKBOARD 11. WHERE NEW PARTITIONS ABUT EXISTING SURFACES,REMOVE EXISTING MOUNTED AT CEILING,BOTTOM TO BE 26"AFF,MINIMUM. CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION, 12. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL 1 7-01/2" 1 8. ACCESSIBLE(HVLO)DRINKING FOUNTAIN AND CANE DETECTABLE ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. 1 APRON/GUARD.4'X(4'OR FULL WIDTH)FRP OR PLASTIC LAMINATE 13. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH SURROU D,TO MATCH 12 RESISTANT WB,CENTERED BEHIND FOUNTAIN. ROOM WAINSCOT,OVER WATER NO NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH,U.N.O.-REFER TO MATERIAL ---� SCHEDULE&FINISH PLAN FOR MATERIALS&LOCATIONS THAT REQUIRE A LEVEL 5 FINISH,U.N.O. I 9. UNDERGROUND CONDUIT FOR POWER/DATA IN NEW FLOOR TRENCH.POUR 14. GYPSUM WALLBOARD AT BOTH SIDES OF ALL PARTITIONS WITH PLUMBING 118 I BACK WITH MIN 3,000 PSI CONCRETE FLUSH WITH EXISTING.INSTALL EPDXIED ROUGH-IN(E.G.BATHROOMS,PANTRY,JANITOR'S CLOSET,WET COLUMNS) �I SHALL BE WATER-RESISTANT. REBAR PINS IN TRENCH POUR BACK. CLIENT'. i VESTIBULE I II� �-I -� 12 15. METAL STUDS AT PARTITIONS TO RECEIVE CERAMIC TILE ARE TO BE 20 GAUGE 10. 55 GALLON ELECTRIC WATER HEATER,FREESTANDING IN SHEET METAL DRIP (MINIMUM)@ 16"O.C.(MAXIMUM). REFER TO THE FINISH PLANS FOR TILE LOCATIONS. �'��� TER PAN W/R10 INSULATION UNDER UNIT.GC TO PROVIDE SEISMIC RESTRAINT 16. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OR METAL EDGE TRIM. 1 / INGLE R I I STRAP(S),ATTACHED TO STRUCTURE. 17. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO 12 118 ' BE USED TO SET THE TOP OF ALL DOORS SUCH THAT THE TOP OF ALL DOORS CONSTRUCTION DOMPANY,INC. 11. FLOOR MOUNTED MOP BASIN WITH HOT/COLD WATER FAUCET AND FLOOR OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR GEMEpAL CONTRACTOR DRAIN.FRP OR PLASTIC LAMINATE SURROUND,TO MATCH ADJACENT TOILET SLAB OR FINISHED FLOOR THICKNESS,THERE SHALL BE NO EXPOSED PIPE, 1 ROOM WAINSCOT,OVER WATER RESISTANT GWB,48"H,EXTENDING 12"MIN CONDUIT,DUCTS,VENTS,ETC.ALL SUCH LINES SHALL BE CONCEALED OR • BEYOND FACE OF BASIN. FURRED AND FINISHED,UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. SIERRA 0 11 12. SURFACE MOUNTED TELEVISION AND MOUNTING HARDWARE,(FOIO).GC 18. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS PROVIDE BACKING IN WALL:8`13"W X 4'-0"H,BOTTOM @ 4'-O"AFF ARE TO BE(4)INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CONSTRUCTION CENTERED BETWEEN WALLS. 14800 NE NORTH WOODINVILLE WAY 19. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXISTING COLUMNS, 13. NEW LOCKERS:METAL,PAINTED,PROVIDE BASE.PROVIDE 2"W)WITH PIER,JOISTS OR WINDOW MULLION,AS SHOWN. WOODINVILLE,WA 98072 MANUFACTURERS SLOPED TOP.PROVIDE BASE.PROVIDE PADLOCK CLASP. 20. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS,INCLUDING HARDWARE,LIGHT FIXTURES,GRAB PROJECT' 14. ACCENT PAINT LOCATION-PT-5 AROUND CORE VOLUME,INSIDE CORNERS TO BARS,CASEWORK,AND ALL OWNER PROVIDED ITEMS.PROVIDE SHEET METAL SIERRAL CONSTRUCTION ( 1 1 ENLARGED PLAN / 1 \ INSIDE CORNERS REINFORCING(8"HORIZONTALLY MOUNTED STRIP OF 20 GA.GALVANIZED SHEET METAL)CONCEALED IN PARTITIONS WHERE WALL OR CEILING CASTING OPERATIONS TI A2.2 1/4"=V-0" MOUNTED ITEM IS INDICATED ON DRAWINGS.ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED.WHERE BLOCKING OR ADDITIONAL STUDS ARE REQUIRED AT EXISTING PARTITIONS,THEY ARE TO BE PATCHED AND REPAIRED' 6108 188TH ST.NE 21. REUSE EXISTING DOORS,DOOR FRAMES AND DOOR HARDWARE IN NEW 6108 188TH T.CONFIGURATION WHENEVER POSSIBLE.NEW DOORS AND DOOR FRAMES TOWA MATCH EXISTING. Desorption: No: Date: PERMIT SUBMITTAL 08/24/2020 I ZT-91/4" 6'-5 1/2" IS III,I II A8.2 /� - - - - - - - - 113A 100 3C F, 3 - --- A5.1 11'-3" 11'-6 1/2" 11'-3 1/2„ + -11" 103 4 w III g I 2 III A5.1 I � b ��_� N 2 a a M S RR --- it 5 I L--J --J I N rim 104 o ' 2 11 0 OFFICE OFFICE OFFICE o s + 1 SIid RR 28'-8 1/2" EQ E - �' Q 1 0 111 109 107 6 l - i " III WOME EN�RR HALLWAY Nt _-316 115 CONFERENCE113 4 JWOM RR BREAKROOM ^�1 114 a'-9 1/z" W LOBB 117 -- 10 100 l SEAL: OFFICE Y OFFICE OFFICE 4 SERVER CONFERENCE 2 4 V 4 112 110 n 108 07 106 101 1 9449 xluis1Lxwr I I I I g 7 2 c, =-91 - - - _-_ fDaiW�SSTAI I 56'-51/2" 0 9'-2" 9'-5" 15'-30" 91-1" 10'-11" 10'-5" 15'-41/2" 5'-41 2" 16'-81/4" 12'-Il" 1T-91/4" 11- 14 14 13 Ia A8.2 A8.2 A8.2 CITY STAMP: 41'.0„ 58'-0" 45'-0" � 451„ ENLARGED FLOOR PLANS 1 ENLARGED PLAN Proj.No:20.0001702,000 Reviewed By:Ts/MS A2. 12 NELSON DESIGN BUILD NOTES CEILING NOTES GENERAL NOTES KEY NOTES O C405.2.1 OCCUPANCY SENSORS.OCCUPANCY SENSORS SHALL BE INSTALLED IN PROJECT TO BE ELECTRICAL AND MECHANICAL DESIGN-BUILD.NEW LIGHTING SHALL MEET 1. CENTER CEILING GRID IN ROOM OR AREA IN TWO DIRECTIONS,TYPICAL.UON. 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING Nelco Architecture,Inc. ALL CLASSROOMS,CONFERENCE/MEETING ROOMS,EMPLOYEE LUNCH AND THE FOLLOWING MINIMUM REQUIREMENTS: 2. CENTER LIGHT FIXTURES/SPRINKLER HEAD/CEILING ELEMENT IN 24"PORTION HEIGHTS,LIGHT FIXTURES,SWITCH LOCATIONS,AND ASSOCIATED ITEMS. 1. CEILING GRID START POINT. BREAK ROOMS,PRIVATE OFFICES,RESTROOMS,WAREHOUSE SPACES,STORAGE A.IBC 1008.1-ILLUMINATION REQUIREMENT OF 48"CEILING TILE,TYPICAL LION. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING,WIRING LAYOUT,AND 2. ADJACENT INDUSTRIAL SPACE. ROOMS AND JANITORIAL CLOSETS,AND OTHER SPACES 300 SQUARE FEET(28 1.THE MEANS OF EGRESS,INCLUDING THE EXITDISCHARGE,SHALL BE 3. LOCATE ALL LIGHT FIXTURES,SPEAKERS,LIFE-SAFETY DEVICES AND SIMILAR ADDITIONAL INFORMATION.ALL MEP-FP DEVICE LOCATIONS NOT SHOWN ON 3. BATT INSULATION ABOVE CEILING THIS ROOM. M2)OR LESS ENCLOSED BY FLOOR-TO-CEILING HEIGHT PARTITIONS.THESE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE CEILING ELEMENTS,ETC.,IN THE CENTER OF CEILING TILE IN BOTH DRAWINGS,OR IN.CONFLICT WITH MEP/FP DRAWINGS,ARE TO BE 4. EXTEND EXISTING SUSPENDED CEILING TO SUIT NEW PARTITION LAYOUT. AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN MEANS OF EGRESS IS OCCUPIED. DIRECTIONS AND ALIGN WITH ADJACENT FIXTURES,DEVICES OR HEADS IN A COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION.IN THE EVENT OF 1200 Fifth Ave. 5. NOT USED. OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE,AND B.IBC 1008.2.1-ILLUMINATION LEVEL RUN OR ROW,U.N.O. DISCREPANCIES BETWEEN THE ARCHITECTS REFLECTED CEILING PLAN AND Suite 1300 6. LIGHT CENTERED IN ROOM,BOTH DIRECTIONS. SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY 1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 4. REFER TO ELEVATIONS AND SECTIONS FOR MOUNTING HEIGHTS OF WALL THE ENGINEERS'PLANS,IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING Seattle,WA 98101 7. 2"SEISMIC EXPANSION JOINT IN ACOUSTICAL CEILING. TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. FOOT-CANDLE(I1 LUX)AT THE FLOOR LEVEL. SURFACE MOUNTED LIGHT FIXTURES. BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK. Phone: (206)408-8500 8. COORDINATE TO ENSURE LIGHT CENTERED OVER CASEWORK. C.IBC 1008.3-ILLUMINATION EMERGENCY POWER 5. PROVIDE SEISMIC BRACING AT ALL SUSPENDED CEILING SYSTEMS.SUSPENDED 2. FOLLOWING COMPLETION OF THE ACOUSTICAL CEILING INSTALLATION,ALL �W WW NELSONWORLDWIDE.COM 9. NOT USED C405.2.4 DAYLIGHT ZONE CONTROL.DAYLIGHT ZONES SHALL BE DESIGNED SUCH 1. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL CEILING AND BRACING SHALL MEET THE MINIMUM REQUIREMENTS OF CISCA JOINTS AND GRID SHALL BE STRAIGHT,TRUE TO LINE,WITH EXPOSED 10. NEW GWB HEADER TO TRANSITION EXISTING SUSPENDED CEILING SYSTEMS. THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY. AND ASCE 7-10 SECTION 13.5.6.AS SUMMARIZED ON SHEET AB.2 SURFACES FLUSH AND LEVEL.DIRTY OR DISCOLORED SURFACES OF TILE ARE +8'-II"AFF TYPICAL. GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE WITH 1.1 LOCATIONS INCLUDE:DEDICATED EGRESS ROUTES IN LARGER ROOMS TO BE CLEANED OR REPLACED,AND LEFT FREE OF DEFECTS.AFTER 30 DAYS 11. PROJECTION SCREEN,RECESSED,MOTORIZED OPERATION.STEWART:LUXUS, SECTION C405.2.2.3.2.EACH DAYLIGHT CONTROL ZONE SHALL NOT EXCEED OR SPACES,PUBLIC OR COMMON EGRESS ELEMENTS,ESSENTIAL FROM SUBSTANTIAL COMPLETION,INSPECT THE WORK AND ADJUST TILE NOT "MODEL A"ELECTRIC SCREEN;A/V FORMAT,MODEL#:LXC84A,OR EQUAL 2,500 SQUARE FEET(232 142).CONTIGUOUS DAYLIGHT ZONES ADJACENT TO PORTIONS OF THE INTERIOR EGRESS SYSTEM,INTERIOR EXIT IN ALIGNMENT WITH OTHER CEILING TILES AND REPLACE MISSING OR SCREEN MATERIAL PER MFR RECOMMENDATION. VERTICAL FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE DISCHARGE ELEMENTS,AND EXTERIOR PORTIONS OF THE EXIT LEGEND DAMAGED UNITS. 12. LOCATION OF FUTURE CEILING MOUNTED PROJECTION EQUIPMENT.DISTANCE CONTROLLING DEVICE PROVIDED THAT THEY DO NOT INCLUDE ZONES FACING DISCHARGE,INCLUDING INTERIOR EXIT STAIRWAYS&RAMPS. ELEMENT TO BE DEMOLISHED 3. WITHIN A ROOM OR AREA,THE CONTRACTOR SHALL ESTABLISH A SINGLE FROM SCREEN PER MANUFACTURER'S RECOMMENDATION.PROVIDE POWER/ MORE THAN TWO ADJACENT CARDINAL ORIENTATIONS(I.E.,NORTH,EAST, 2. PER IBC 1008.3.3,IN THE EVENT OF POWER SUPPLY FAILURE,AN FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING COMM..ABOVE CEILING,W/BACKING FOR MOUNTING SOUTH,WEST).THE PRIMARY DAYLIGHT ZONE SHALL BE CONTROLLED EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE HEIGHTS ABOVE FINISHED FLOOR, INTERNALLY ILLUMINATED EXIT SIGNAGE W/BATTERY BACKUP 13. PROJECTION SCREEN,RECESSED,MANUAL OPERATION. SEPARATELY FROM THE SECONDARY DAYLIGHT ZONE.DAYLIGHT ZONES UNDER FOLLOWING AREAS:ELECTRICAL EQUIPMENT ROOMS,FIRE COMMAND CENTERS, ® EX PER IBC SECTION 3013,CONFIRM OPERATION FOR EXISTING. 4. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP AND STRUCTURAL SKYLIGHTS MORE THAN 15 FEET(4572 MM)FROM THE PERIMETER SHALL BE FIRE PUMP ROOMS,GENERATOR ROMS,PUBLIC RESTROOMS WITH AN AREA ADD WHERE NOT EXISTING.ARROW=DIRECTION INDICATOR, ELEMENTS.CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES CONTROLLED SEPARATELY FROM DAYLIGHT ZONES ADJACENT TO VERTICAL GREATER THAN 300 SF.DURATION OF EMERGENCY POWER SHALL BE PER IF REQUIRED NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED. FENESTRATION. 1008.3.4: NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE INSTALL DUCTWORK TIGHT TO UNDERSIDE OF BEAMS.WITH A SMALL SPACE CONTROL SHALL: BATTERIES,UNIT EQUIPMENT OR AN OWSITE GENERATOR.ILLUMINATION LEVEL 1X4 SRFACE MOUNTED LED LIGHT FIXTURE W/WRAP AROUND TO AVOID VIBRATION.INSTALLATION AND/OR ALTERATION OF DUCTWORK, 1.CONTROL ONLY LUMINAIRES WITHIN THE DAYLTT AREA. UNDER EMERGENCY POWER PER 1008.3.5:INITIAL ILLUMINATION NOT LESS � ACRYLUIC LENS PIPING OR OTHER EQUIPMENT THAT WILL REQUIRE FASCIAS,SOFFITS AND 2.INCORPORATE TIME-DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT THAN1 FC,MINIMUM AT ANY POINT OF 0.1 FC MEASURED ALONG THE PATH OF OTHER TRANSITIONS IN CEILING HEIGHT SHALL BE REVIEWED WITH THE LEVEL CHANGES OF LESS THAN THREE MINUTES. EGRESS AT FLOOR LEVEL. NEW 2X4 LAY-IN LED LIGHT FIXTURE,18 CELL PARABOLIC ARCHITECT PRIOR TO PROCEEDING.CONTRACTOR TO PROVIDE COMPLETE EXCEPTION:DAYLIGHT ZONES ENCLOSED BY WALLS OR CEILING HEIGHT 3. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2 INTERIOR COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW. PARTITIONS AND CONTAINING TWO OR FEWER LIGHT FIXTURES ARE NOT LIGHTING CONTROLS.EACH AREA ENCLOSED BY WALLS OR FLOOR-TO-CEILING 17M S. REWORK EXISTING FIRE,LIFE,SAFETY SYSTEM AS REQUIRED PER NEW WALL REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING. PARTITIONS SHALL HAVE AT LEAST ONE MANUAL CONTROL FOR THE LIGHTING HATCH INDICATES"NIGHT LIGHT"FOR EGRESS ILLUMINATION LAYOUT AND CURRENT CODE.ENGINEERING AND INSTALLATION BY BUILDING SERVING THAT AREA.THE REQUIRED CONTROLS SHALL BE LOCATED WITHIN THE NOT LESS THAN I FC PER IBC SECTION 1008.2.1 WITH RECOMMENDED SUB-CONTRACTOR. C405.2.1 OCCUPANCY SENSORS.OCCUPANCY SENSORS SHALL BE INSTALLED IN AREA SERVED BY THE CONTROLS OR BE A REMOTE SWITCH THAT IDENTIFIES EMERGENCY POWER PER 1008.3.3 6. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE ALL CLASSROOMS,CONFERENCE/MEETING ROOMS,EMPLOYEE LUNCH AND THE LIGHTS SERVED AND INDICATES THEIR STATUS. WITH LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. BREAK ROOMS.THESE CONTROLS DEVICES SHALL BE CAPABLE OF O> NEW DIRECTIONAL RECESSED LED DOWNLIGHT FIXTURE 7• ALL CEILING MOUNTED DEVICES SHALL BE WHITE. AUTOMATICALLY REDUCING THE LIGHTING POWER IN RESPONSE TO AVAILABLE C405.2.2.2 LIGHT REDUCTION CONTROLS.LIGHT REDUCTION CONTROLS NEED B. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED DAYLIGHT BY EITHER ONE OF THE FOLLOWING METHODS: NOT BE PROVIDED IN THE FOLLOWING AREAS AND SPACES: NEW RECESSED LED DOWNLIGHT FIXTURE EQUIPMENT.PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS 1. CONTINUOUS DIMMING USING DIMMING BALLASTS AND 1. AREAS THAT ARE CONTROLLED BY AN OCCUPANT-SENSING DEVICE. RECOMMENDED BY FIXTURE MANUFACTURER. DAYLIGHT-SENSING AUTOMATIC CONTROLS THAT ARE CAPABLE OF REDUCING 2. CORRIDORS,EQUIPMENT ROOMS,STOREROOMS,RESTROOMS,PUBLIC 9. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUSTICAL CEILING THE POWER OF GENERAL LIGHTING IN THE DAYLITE ZONE CONTINUOUSLY TO LOBBIES,ELECTRICAL OR MECHANICAL ROOMS. NEW SURFACE MOUNTED PENDANT LIGHT TILE AREAS.DO NOT PLACE ANY ABOVE GYPSUM BOARD CEILINGS,UNLESS LESS THAN 20 PERCENT OF RATED POWER AT MAXIMUM LIGHT OUTPUT. 3. DAYLIGHT SPACES COMPLYING WITH SECTION C405.2.2.3.2. APPROVED BY ARCHITECT. CLIENT' 2. STEPPED DIMMING USING MULTI-LEVEL SWITCHING AND DAYLIGHT-SENSING 10. PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM CONTROLS THAT ARE CAPABLE OF REDUCING LIGHTING POWER AUTOMATICALLY.THE C405.2.2.AUTOMATIC TIME SWITCH CONTROL DEVICES.AUTOMATIC TIME ® EXHAUST FAN(SONE RATING LESS THAN 1.0 SONE) MAINTENANCE.MATCH ADJACENT CEILING FINISH U.N.O. SYSTEMS AND SYSTEM SHALL PROVIDE A MINIMUM OF TWO CONTROL CHANNELS PER ZONE AND BE SWITCH CONTROLS NEED NOT BE IN SPACES CONTROLLED BY OCCUPANCY EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEILINGS- SIERRI ... INSTALLED IN A MANNER SUCH THAT AT LEAST ONE CONTROL STEP IS BETWEEN 50 SENSORS. SUSPENDED ACOUSTIC CEILING THE AND GRID: ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN PERCENT AND 70 PERCENT OF DESIGN LIGHTING POWER AND ANOTHER CONTROL STEP ARMSiRONG,CORTEGA,24"X 48"SQUARE LAY-IN TILE, GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL. IS NO GREATER THAN 35 PERCENT OF DESIGN POWER,AND THE SYSTEM IS CAPABLE WHITE WITH CLASS"A"15/16"EXPOSED'T"GRID SYSTEM, 11. ALL ACCESS PANELS IN GYPSUM BOARD CEILINGS SHALL BE FRAMELESS; CONSTRUCTION COMPANY,INC. OF AUTOMATICALLY TURNING THE SYSTEM OFF. WHITE LOCATIONS SHALL BE COORDINATED WITH ARCHITECT.GROUP DEVICES TO pFNERAY.CONTRACTOR MINIMIZE THE NUMBER AND SIZE OF ACCESS PANELS. C4D8.2.3 FUNCTIONAL TESTING.TESTING SHALL ENSURE THAT CONTROL HARDWARE AND GWB 12. ALL CONDUITS,BOXES,DUCTS,HVAC UNITS,PIPES,ETC.,SHALL BE INSTALLED SOFTWARE ARE CALIBRATED,ADJUSTED,PROGRAMMED AND IN PROPER WORKING GYPSUM BOARD CEILING AS HIGH AS POSSIBLE,NOT LOWER THAN 8"ABOVE LINE OF HIGHEST CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S FINISHED CEILING. SIERRA INSTALLATION INSTRUCTIONS. 13. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE.GA CONSTRUCTION NEW HVAC SOLUTION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT: 14. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMITY GANG UNDER SINGLE A.NEW MECHANICAL ELEMENTS,INCLUDING BUT NOT LIMITED TO PACKAGED UNITS, OPEN TO STRUCTURE SWITCH PLATE.15. FURNISH AND INSTALL NEW THERMOSTATS AS REQUIRED.INSTALL CLOSE TO 14800 NE NORTH WOODINVILLE WAY CONTROLS,DAMPERS,DUCTING,COMMISSIONING;TO FULLY COMPLY WITH THE DOOR OPENINGS,DO NOT INSTALL IN CENTER OF WALL.ARCHITECT AND WOODINVILLE,WA 98072 PROVISIONS OF SEXTON C403. CLIENT TO APPROVE ALL LOCATIONS. B.VENTILATION REQUIREMENTS EMENTS FOR RESTROOMS PER WASHINGiON STATE 16. ALL LIGHTS TO BE CONTROLLED BY MOTION SENSOR. PROVIDE OVERRIDE PROJECT MECHANICAL CODE(WAX 51-52) DAYLIGHT ZONE SWITCH AT ALL CONFERENCE ROOMS C.ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN (PRIMARY DEPTH=TO WINDOW HEAD HEIGHT,24"BEYOND 17, ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SAME SIERRAL CONSTRUCTION ACCORDANCE WITH SECTION S403 INERVING THE 2015INTERNATIONAL DESI MECHANICAL CODE WIDTH OF WINDOW) TEMPERATURE,uoN. CASTING OPERATIONS TI THE VENTILATION SYSTEM SERVING THE SPACE SHALL BE DESIGNED TO PROVIDE (SEXX)NDARY DEPTH=2 TIMES WINDOW HEAD HEIGHT) 15. IN EXISTING ALTERED SPACE,REPAIR AND/OR REPLACE COMPONENTS VENTILATION OVER AND ABOVE THAT REQUIRED BY TABLE 403.3.1.1 IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. NECESSARY TO INSURE ALL EXISTING AND OR RELOCATED LIGHT FIXTURES NEW EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: ARE FUNCTIONING,INCLUDING BUT NOT LIMITED TO LAMPS,BALLASTS,AND A.ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND LENSES.RELAMP ALL EXISTING AND RELOCATED PICTURES TO REMAIN. 6108 188TH ST.NE SHALL CONFORM WITH ALL APPLICABLE CODES. ARLINGTON,WA THE BUILDING IS FULLY SPRINKLERED.THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY.THE FIRE Description: No: Date: PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW PERMIT SUBMITTAL 08/24/2020 PRIOR TO COMMENCING WITH THE WORK. I� I 13 I _ _ _ _ �i C4� Tr B II SINGLE RR --y 50. EQ. EQ 6 MEN RR IB.2 $ z o 0 104, ==�1 FFI OFFIC OFFIC o ill 109 107 ° ® �� III p BREA ROOM WOMENS MEWS R WOMENS RR n i 1 7 RR A 115', o o ° 0 105. Ae.a o 6 - 116 0 0 5 w _ 11 414- SEAL �\ V� A82 \ �A A A s°-`3' `a o FFIC . Hsu 14 �: �Q, II NI0lyltw4 'O. 1KK II rRL lll'1'1.1'1 KDOIIGLA 1• 18 i I IT AB.P II II I I CITY STAMP: 41'-0" 58'-0" 45-0" 45•4- REFLECTED CEILING PLAN ENLARGED PLAN m Proj.No:20.0001702.000 Reviewed By:TS/MS A2.2 1/8"=V-0" A2.21 GENERAL NOTES NELSON LEGEND KEYNOTES O 1. SEE ALSO ENGINEERING DRAWINGS(IF PROVIDED)FOR ADDITIONAL INFORMATION.WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL,MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION Nelcw Architecture,Inc. EXIST.WALLS/PARTITION TO REMAIN 1. POWER/SIGNAL DEVICE-FLUSH FLOOR BOX.NEW CONDUITS IN SLAB FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN PROVIDED BY GC FOR DATA/TELE&POWER.EACH WORKSTATION WILL HAVE 2 QUESTION OR RELATED WORK.IF WORK IS PERFORMED PRIOR TO OBTAINING DUPLEX,1 TELE,&1 DATA DEVICE.COORDINATE WITH FURNITURE VENDOR CLARIFICATION,CONTRACTOR SHALL CORRECT CONFLICTING WORK AT HIS auxlEo m smEDaE NEW PARTITION WALL FOR LOCATION.LEGRAND BAT EVOLUTION SERIES POKE-THRU DEVICE(880S EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. oaw u M Lo— E'"E—E 'rxEanosrnr WALL MOUNTED DUPLEX OUTLET:DED OR HATCH DEDICATED OMNIBOX SERIES 827PCC NON-METALLIC BLACK FLANGE)OR EQUIVALENT. 2. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR 1200 Fifth Ave. + kS LIGHTING CONTROLS.SEE ALSO A0.1 FOR WAREHOUSE POWER/DATA. Suite 1300 u�xr s 20A=20 AMP CIRCUIT 2. LOCATION OF FOUR(4)2"AND(1)4"VERTICAL SLEEVES PROVIDED THROUGH 3. ALL SWITCHES,RECEPTACLES,COVER PLATES AND OTHER ELECTRICAL ( wlmuuao aenoea T=12 HOUR TIMER Seattle WA 98101 GWB Phone:CEILING.STUBBED 6"ABOVE CEILING SPACE. DEVICES SHALL BE WHITE IN COLOR,LION.DEVICES WHICH OCCUR IN STAINED ,(208)408-8500 WALL MOUNTED FOURPLIX RECEPTACLE OUTLET MILLWORK OR ON BLACK COLORED SURFACES SHALL BE BLACK IN COLOR.ALL N _ 3. TENANT PROVIDED AND INSTALLED 24"X 34"EQUIPMENT RACK.FURNISH& EXISTING BEIGE SWITCHES,RECEPTACLES,COVER PLATES AND OTHER WWW.NELSONWORLDWIDE.CO M b 000a w OPEN Fosman r FQ WALL MOUNTED VOICE/DATA PORT-(2)VOICE/(2)DATA INSTALL(1)L530-125V,30A TWIST LOCK DEDICATED RECEPTACLE.FURNISH ELECTRICAL DEVICES SHALL BE CHANGED TO WHITE. IN SINGLE GANG BOX,UON &INSTALL GROUND:#6 WIRE,ROUTE FROM ELECTRICAL PANEL TO A POINT 4. MULTIPLE SWITCH OR OUTLET DEVICES IN ONE LOCATION SHALL BE ili t^T ^ ,Le Fos] AT 7'AFF BEHIND RACK.LEAVE 4'EXTRA WIRE COILED FOR ATTACHMENT TO INSTALLED IN A COMMON MULTI-GANG BOX WITH A COMMON FACEPLATE, OCCUPANT SENSING AUTOMATIC CONTROL RACK.FURNISH AND INSTALL(1)2"HOME RUN CONDUIT FROM BUILDING WHERE POSSIBLE.MOUNT MULTIPLE CONTROLS AS CLOSE TOGETHER AS TELEPHONE CLOSET TO TENANT'S EQUIPMENT RACK. POSSIBLE AND IN-LINE WITH EACH OTHER. E S w C NEW CARDREADER,GC TO PROVIDE POWER PATH AND 5. WHERE SWITCHES FOR DEVICES OTHER THAN LIGHTS(I.E.EXHAUST FAN, 4. FUTURE WALL MOUNTED TV,(FOIO).PROVIDE 3/4"CONDUIT HOME RUN PROJECTION SCREEN)ARE ADJACENT TO LIGHT SWITCHES,LOCATE LIGHT PULL STRING CONDUIT ABOVE CEILING BACK TO CONFERENCE ROOM FOR CABLE TO FUTURE SWITCHES CLOSEST TO THE DOOR. FLOOR MOUNTED OUTLET,LION:FLUSH DUPLEX TV AT BLANK PLATE. 6. RECEPTACLES WITHIN 6'OF A WATER SOURCE SHALL BE GFI TYPE. RECEPTACLE OUTLET AND DATA OUTLET-(1)VOICE/(1) S. SURFACE MOUNTED WIREMOLD CABINETMATE MUL1T(IUTLET SYSTEM WITH 7. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED . DATA IN SINGLE GANG BOX,LION DUPLEX RECEPTACLES EVERY 12",IVORY SCRUFF COAT FINISH. 15"ABOVE FLOOR LION. BALANCE OF DEVICE MOUNTING HEIGHTS ARE SHOWN ON DEVICE ELEVATION DETAIL THIS SHEET,U.N.O. DEVICE ELEVATION DIAGRAM FLEXIBLE CONDUIT WHIP/BASE POWER INFEED TO B. MAINTAIN A FOUR INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS,MIN. ATTACH TO FURNITURE SYSTEM,THROUGH WALL- FROM EDGE OF COVER PLATE,FOR WALL MOUNTED OUTLETS,OR FROM EDGE A2.3 NOT TO SCALE POWER,DATA&VOICE OF MONUMENT FOR FLOOR MOUNTED OUTLETS,WHEN ADJACENT TO A WALL, COLUMN,OR SIMILAR ELEMENTS,UON. FLOOR MOUNTED OUTLET,LION:FLUSH DUPLEX 9. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR RECEPTACLE OUTLET AND DATA OUTLET WITH FLEXIBLE MONUMENT:CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF CONDUIT WHIP/BASE POWER INFEED TO ATTACH TO THE CLUSTER,LION:GANG COVER PLATES SHALL BE ONE-PIECE TYPE LION. FURNITURE SYSTEM-POWER,DATA&VOICE 10. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO ® DRILLING. THERMOSTAT 11. CONTRACTOR TO UPDATE LABELS AT ELECTRICAL PANELS. 12. ALL EXISTING ELECTRICAL/TELEPHONE OUTLETS NOT SHOWN ARE EXISTING N NEW TO REMAIN.POWER&COMMUNICATION OUTLETS ARE SHOWN IN IDEAL LOCATIONS.REUSE EXISTING ELECTRICAL/TELEPHONE OUTLETS WHEN LOCATED NEAR IDEAL LOCATIONS AND RELOCATE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHERE POSSIBLE. 13. FURNITURE SHOWN IS FOR REFERENCE ONLY AND IS NIC.LOCATION OF OUTLETS IN PRIVATE OFFICES TO BE COORDINATED WITH FURNITURE CL.IENr VENDOR. 14. ALL FURNITURE AND WORKSTATIONS PROVIDED AND INSTALLED OWNER. SIERRI ... NEW FURNITURE PANELS WILL BE POWERED.ELECTRICAL CONTRACTOR TO PROVIDE PANEL TO PANEL ELECTRICAL CONNECTIONS,POWER CONNECTION TO WORKSTATIONS(WHIPS/BASE POWER INFEEDS)AND DUPLEX RECEPTACLE CONSTRUCTION COMPANY,rNC. INSTALLATION.COORDINATE POWER,VOICE/DATA AND SECURITY LOCATIONS —GENERAL CONTRACTOR AND INSTALLATION REQUIREMENTS W/FURNITURE VENDOR,TYP. SIERRA CONSTRUCTION 14800 NE NORTH WOODINVILLE WAY WOODINVILLE,WA 98072 PROJECT' SIERRAL CONSTRUCTION CASTING OPERATIONS TI 6108 188TH ST.NE ARLINGTON,WA Description: No: Date: PERMIT SUBMITTAL 08/24/2020 II I I III _ a 7 ot v MENS RR L OFFICE Or OFFICE OFFICE 104 JC SINGLE RR _JI Eli 111 109 107 102 103 ——I � 0­ GF a WOMENS R MENS RR � Q � w GFI.•z' 116 115 TI 7 0 IT 1❑ 10 -n HALLWAY N DISPOSAL 113 WOMENS RR LOBBY BRE OM _ CONFERENCE rn 105 I I I 117 GPl wz 114 I 0 0 100 12�eeMGFlaas " OFFICE OFFICE OFFICE CONFERENCE11 SEAL 112 110 108 SERVER 101 106 B449 MI IiIS�;{:WH)' 0ov 00GLAS nrn rcnr wnu'1 111I v — �• I I I I I CITY STAMP: * 41'-0" 58'-0" * 45'-0" POWER/COMM PLAN 1 ENLARGED POWER/COMM PLAN Proj.No:20,0001702.000 Reviewed By:TS/MS A2.31 GENERAL NOTES NELSOK 1. ALL EXISTING BUILDING COLUMNS,EXTERIOR WALLS,EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN,LION. Nelw Architecture,Inc. 2. NEW RESTROOM(S)TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 603 AS SUMMARIZED ON SHEETTI.2. 1200 Fifth Ave. KEY NOTES O Suite 1300 Seattle,WA 98101 3'-8" 5'-0" RESTROOM ACCESSORY MANUFACTURER:BOBRICK,CLASSIC SERIES, Phone: (206)408-8500 A B CLEAR CLEAR LION.STAINLESS STEEL WITH SATIN FINISH WWW.NELSONWORLDWIDE.COM 1. WATER CLOSET.REFER TO 604/AN-2. FLUSH CONTROLS SHALL BE ON OPEN SIDE OF THE WATER CLOSET. 4 O 2. SINK IN COUNTER TOP.REFER TO 606/AN-2. 3. WALL MOUNT SINK.REFER TO 606/AN-2. 10 10 4. SURFACE MOUNTED MIRROR.24X36.REFER TO 603/AN-2. 7 S. SURFACE MOUNTED TOILET PAPER DISPENSER MOUNTED BELOW GRAB BAR \ 7 MOUNTING ZONE.REFER TO 604.7/AN-2. t HI 6. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL.REFER TO 606/AN-2. o� 4'-11" 7. SURFACE MOUNTED TOILET SEAT COVER DISPENSER.REFER TO 606/AN-2. ENLARGED TOILET ROOMS 8. TOILET PARTITION,OVERHEAD BRACED.POWDER COATED METAL.REFER TO A5.1 1/4"=V-0" 604/AN-2. MAX ALLOWABLE NTAL STRESSES: ES ES::POUNDS VERTICAL OR �181 Al 1 9. RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE,TYP.REFER TO T-0" T-W 606/AN-2. HOR- APPLIED AT ANY POINT ON THE GRAB A B CLEAR CLEAR C 10. SURFACE MOUNTED GRAB BARS PER IOC/ANSI A117.1 BECKONS 604 AND 609, BAR,FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. SEE ALSO DETAIL 19/A5.1.PROVIDE BLOCKING AS REQUIRED. z PARTITION AS SCHEDULED [p� 8 8 9^ 11. FLOOR DRAIN WITH TRAP PRIMER.12"SQUARE SECTION OF FLOOR TO SLOPE TOWARD FLOOR DRAIN. 14 12. WALL HUNG URINAL.REFER TO 605/AN-2. CLIENT.11/2" 13. MANEUVERING CLEARANCES/CLEAR FLOOR SPACE REQUIRED AT FIXTURE. 1/4" REFER TO 305,404,604/AN-2.,TYP. SIERRP�..MET DIA SHEET METAL SCREWS TOMETAL BLOCKING/BACKING \ :4. WAINSCOT,TYPICAL ALL(4)WALLS,UNO OR SHOWN WITHOUT WAINSCOT IN11/2"DIA GRAB BAR 1 16ELEVATION OR ON KNISH SCHEDULE CCN5TGENE A CONTR Y,INC. GENERgI CfSN7AACTOR (1 1/4"MIN TO 2"MAX OUTSIDE DIA) 3/4"DOOR W/PLAM FINISH PER FINISH PLANS o z 5. WHITE INSULATION COVER,SEE 606.6/AN-2. 6'-5" LOW PRESSURE LAMINATE AT CABINET '" 16. SIGNAGE WITH BRAILLE,REFER TO 703/AN-2 INTERIOR-WHITE , ENLARGED TOILET ROOMS SINGLE OCCUPANCY:TRIMCO,529,BLUE,MENS:TRIMCO,527,BLUE, SIERRA a "f MIN. A5.1 1/4"=1'-0" WOMENS:TRIMCO,528,BLUECLEAR CONSTRUCTION 16 GA METAL STUD BLOCKING W/(1) z NSIDE A C D 17. NOT USED. A31 CLIP TOP AND BOTTOM o 3/4"ADJUSTABLE SHELF W/FINISH TO 14800 NE NORTH WOODINVILLE WAY OR 3/4"FIRE RETARDANT,TREATED ? MATCH CABINET INTERIOR 18. NOT USED, WOODINVILLE,WA 98072 Z. PLYWOOD BACKING FLUSH MOUNTED SHELF 4 PROTRUDING ELEMENT STANDARDS OR DRILL FOR PINS 19. NOT USED. PROJECT. 9 PLAM,FRP,OR CERAMIC TILE OVER PULLS:4"WIRE,SATIN ALUMINUM/CHROME \ 20. NOT USED. SIERRAL CONSTRUCTION WATER-RESISTANT GWB FINISH \\ 14 CASTING OPERATIONS TI OR PREFABRICATED SHOWER 19 GRAB BAR DETAIL MODULE O 10711. A5.1 3"=V-0" VALANCE � 7 1 `7r / 6108 188TH ST.NE BRUSHED ALUMINUM o ��l ARLINGTON,WA TRIM CAP Descrip8an: No: Date: 3/4"BACKSPLASH W/PLAM FINISH ENLARGED TOILET ROOMS SEE TL£FOR MOUNTING IEfGFITS AND RELATIONSHIPS PERMIT SUBMITTAL 08/24/2020 2'-1"LION TO MATCH COUNTERTOP 1/4"=1'-0" WAINSCOT W/METAL TRIM AT SHEET EDGES 3/4"COUNTERTOP W/PLAM SELF PER FINISH PLANS EDGE FINISH PER FINISH PLANS 18 A5.1 A B C D DRAWER W/FULL DEPTH,FULL EXTENSION HEAVY DUN HARDWARE 4 "a FLUSH MOUNTED SHELF STANDARDS STRATEGIZE LOCATION OF z 9 14 \\ 14 ` LAMINATE SEAMS TO MINIMIZE OUTLET MOUNTED IN CABINET AS VISIBILTN.LAYOUT SEAMS SCHEDULED SYMMETRICALLY WHENEVER N 10 10 POSSIBLE. ADJUSTABLE SHELF FINISH 7 TO MATCH CABINET INTERIOR OR l6 7 1 6 TO / LOW PRESSURE LAMINATE AT TILE BASE CABINET INTERIOR-WHITE /L 3/4"DOOR W/PLAM FINISH PER ENLARGED TOILET ROOMS ElAS•1 SIM 'v FINISH PLANS - A5.1 1/4"=v-0- � 7 I A 0 6 AT TILE FLOOR 3 v BASE,AS SCHEDULED 18 SECTION @ WAINSCOT 13 SECTION @ TYPICAL CABINET A5.1 1"=1'-0.' 1"=1'-0" - D 9459 NI tatyEUHi - NOTE:SEE 4/A8.3 FOR UPPERS - SIM A5.2 A5.2 A5.1 SIM �KCinux -- - WHERE INDICATED ON INTERIOR / \� B 10 u N 16 1 ELEVATIONS DOUGLM �. 3/4"BACKSPLASH W/PLAM FINISH r __, I r__ 8 ----- 1 1 .o 1 snc r ieurne TO MATCH COUNTERTOP o 2'-1"UON 3/ MATCH COUNTERTOPPLASH W/ FINISH 16 ---- 113 ) tl 10 \ 31W COUNTERTOP W/PLAM FINISH, I< ENLARGED TOILET ROOM l� 2'-1" SELF EDGE 3/4"COUNTERTOP W/PLAM SELF _ _':CLEDGE FINISH PER KNISH PLANS IQ L AS.1 1/4" LION irv � 0, 0 L_ _ F!fZ DRAWER W/FULL DEPTH,FULL FALSE DRAWER FRONT W/PLAM - / A5.1 \. III A C 1 B 7 cm STAMP: EXTENSION HEAVY DUTY fo FINISH TO MATCH DOOR HARDWARE,TYPICAL � (.o ) "- r o 0 �p 'o � 7 I_ 0 ---- LOW PRESSURE LAMINATE AT \ AS• ULLS:4"WIRE,SATIN CABINET/DRAWER INTERIOR- z P WHITE 0 ALUMINUM/CHROME FINISH 1 1 ` // 7 I Oz �w c PULLS:4"WIRE,SATIN ALUMINUM/CHROME FINISH n OFFSET DRAIN WITH INSULATION ___ La \I A ]0 16 16 ----- --T--T-- 1. 16 11,(/ 5 I ^' a LOW PRESSURE LAMINATE AT I I B 8 J" CABINET INTERIOR-WHITE c , 7 I 11 ` INTERIOR ELEVATIONS IL �+ FIN HRAWER FACE W/PLAM 3/4"DOOR W/PLAM FINISH PER \ 5.2 �•1 /� &DETAILS FINISH PLANS \ / SIM t "a a Proj.No:N.0001702.000 Reviewed By:TS/MS 3" BASE,AS SCHEDULED 3 BASE,AS SCHEDULED I/�4 ENLARGED TOILET ROOMS m 3 ENLARGED TOILET ROOMS rj--� ENLARGED TOILET ROOM m A5.1 1/4"=V-0" A5.1 1/4"-1'-0" A5.1 1/4"=1'-0" 17 SECTION DRAWER BANK 12 SECTION @SINK BASE U - U C. i A5.1 1"=1'-0" A J 1 GENERAL NOTES NELSON 1. ALL EXISTING BUILDING COLUMNS,EXTERIOR WALLS,EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN,UON. Nelco Architecture,Inc. 2. NEW RESTROOM(S)TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI Al17.1 SECTION 603 AS SUMMARIZED ON SHEET TI.2. 1200 Fifth Ave. Suite 1300 Seattle,WA 98101 Phone: (206)408-8600 KEY NOTES O V✓WW.NELSONWORLDWIDE.COM RESTROOM ACCESSORY MANUFACTURER:BOBRICK,CLASSIC SERIES, UON.STAINLESS STEEL WITH SATIN FINISH 1. WATER CLOSET.REFER TO 604/T1.2. PER FINISH PLANS 3/4"DOOR W/PLAM.FINISH FLUSH CONTROLS SHALL BE ON OPEN SIDE OF THE WATER CLOSET. 2. SINK IN COUNTER TOP.REFER TO 606/73.2. 1'-1" 3. WALL MOUNT SINK.REFER TO 606/T1.2. MIN 4. SURFACE MOUNTED MIRROR.24X36.REFER TO 603/T1.2. CLEAR LOW PRESSURE LAMINATE AT INSIDE CABINET INTERIOR-WHITE 5. SURFACE MOUNTED TOILET PAPER DISPENSER MOUNTED BELOW GRAB BAR PULLS:4"WIRE,SATIN MOUNTING ZONE.REFER TO 604.7/T1.2. ALUMINUM/CHROME FINISH 6. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL.REFER TO 606/T1.2. OUTLET MOUNTED IN CABINET, 7. SURFACE MOUNTED TOILET SEAT COVER DISPENSER.REFER TO 606/T1.2. REFER TO ELEVATION 70P17\ 8. TOILET PARTITION,OVERHEAD BRACED.POWDER COATED METAL.REFER TO 604/T1.2. MICROWAVE SHELF AND ALL 9. RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE,TYP.REFER TO u EXPOSED SURFACES,PLAM. 606/T1.2. FINISH PER FINISH PLANS 10. SURFACE MOUNTED GRAB BARS PER ICC/ANSI A117.1 SECTIONS 604 AND 609, OPEN SEE ALSO DETAIL 19/A5.1.PROVIDE BLOCKING AS REQUIRED. CLIENT. 0 3/4"BACKSPLASH W/PLAM.FINISH TO MATCH COUNTERTOP 11. FLOOR DRAIN WITH TRAP PRIMER.12"SQUARE SECTION OF FLOOR TO SLOPE TOWARD FLOOR DRAIN. SIERRii. 3/4"COUNTERTOP W/PLAM.SELF V C EDGE FINISH PER FINISH PLANS 12. WALL HUNG URINAL.REFER TO 605/T1.2. 13. MANEUVERING CLEARANCES/CLEAR FLOOR SPACE REQUIRED AT FIXTURE. CCNVSTRlJC7ll7IV CCMPAN V,NVC. f ENERAL CCINTRACTOR t. REFER TO 305,404,604/T1.2.,TYP. DRAWER W/FULL DEPTH,FULL EXTENSION HEAVY DUTY HARDWARE 14. WAINSCOT,TYPICAL ALL(4)WALLS,UNO OR SHOWN WITHOUT WAINSCOT IN FLUSH MOUNTED SHELF STANDARDS 2`15" 2'-6" 2'-6" 2'-6" ELEVATION OR ON FINISH SCHEDULE SIERRA A5.2 15. WHITE INSULATION/COVER,SEE 606.6/T1.2. CONSTRUCTION O OUTLET MOUNTED IN CABINET AS All 7 SIM 2i SCHEDULED A5.2 16. SIGNAGE WITH BRAILLE,REFER TO703/T1.2 14800 NE NORTH WOODINVILLE WAY 13 11 7 SINGLE OCCUPANCY:TRIMCO,529,BLUE,MENS:TRIMCO,527,BLUE, 3/4"ADJUSTABLE SHELF W/FINISH P-LAM WOMENS:TRIMOO,528,BLUE WOODINVILLE,WA 98072 o TO MATCH CABINET INTERIOR OPEN,ADJUSTABLE z P LAM SHELVES aRalECr. z5 LOW PRESSURE LAMINATE AT UPPER CABINET SIERRAL CONSTRUCTION CABINET INTERIOR-WHITE -LAM CASTING OPERATIONS TI 3/4"DOOR W/PLAh1.FINISH PER - - - - 17 12 -- - UPPER CABINET FINISH PLANS �� - q5.1 A5.1 -- P-AM IC `MICR UPPER CABINET/ 3" BASE,AS SCHEDULED P-LAM COUNTER TOP REFRIG. II REFRIG. I I® COF EE FOI MICROWAVE SHELF ®® - - - �Aj P-LAM COUNTERTOP 6108 188TH ST.NE &BACKSPLASHARLINGTON,WA P-LAM P LAM No. a e. SECT @TYP MICROVVAVE SI IELFBASE CABINET ® ® BASECBI�HPERMR SUBMITTAL / / 20 Description: Date: FINISHED END PANEL 08 24 20 BASE AS SCHEDULED BASE AS SCHEDULED , T� 3'-01 3-4- 2'_6" 2,_6- 2'-0" 3'_0" 2-4- 2,_6"' IT-O" PLAMINCLUDING DI ALLCABPOSEDINET SURFACES INTERIOR ELEVATION -OPEN OFFICE INCLUDING CABINET INTERIOR 6 3_ INTERIOR ELEVATION - BREAKROOM PER FINISH PLANS A5.2 FLUSH MOUNTED SHELF STANDARDS OR DRILL FOR PINS T-0" T-O" T-O" 3'1" 4 13 3/4"ADJUSTABLE SHELF W/FINISH TO CLEAR CLEAR CLEAR CLEAR CLEAR 8 A5.2 A5,1 A C MATCH CABINET INTERIOR OPEN LINE OF CABINET SIDE PANEL 4 14 9 \ 2'-1"U.N.O. OR ALIGN WITH 10 U It Ip SEAL: ADJACENT COUNTERTOP V-10"U.N.O. 3/4"BACKSPLASH W/PLAM.FINISH 1 1 TO MATCH COUNTERTOP ❑ ❑ 1 t 7 , �> / B459 ----- 3/4"BACKSPLASH W/PLAM.FINISH 3/4" - IS RlfUlti''Rlif TO MATCH COUNTERTOP 1 nnal IF NO BACKSPLASH SHOWN IN 3/4"COUNTERTOP W/PLAM.FINISH PER ELEVATION,SCRIBE TIGHTLY TO FINISH PLANS,SELF EDGE z hf DOUGLAS ##UEOUNTERTOP W/PLAM.FINISH _ F ^f K az PER FINISH PLANS,SELF EDGE <_ �Z INTERIOR ELEVATIONS 3/4"PLAM APRON W/FINISH TO MATCH COUNTERTOP APRON W/P-LAM FINISH,TO MATCH 1 A62 B CLEAR CLEAR CLEAR SCLEAR 13 TOP,SELF EDGE C p A5.1 3/4"THICK KNEE BRACE AS REQUIRED, CITY STAMP 3/4"THICK KNEE BRACE AS / FINISH TO MATCH COUNTERTOP U.N.O. REQUIRED,FINISH TO MATCH b PIPE INSULATION KIT COUNTERTOP U.N.O. 4 q r4,,l 4 9" 14 LINE OF KNEE SPACE REQUIRED FOR ADA10 10 U COMPLIANCE 7 BASE AS SCHEDULED INTERIOR ELEVATIONS SECTION @ COUNTER&OPEN UPPERS q SECT @ LAVATORY COUNTER V, INTERIOR ELEVATIONS A5.2 1"=1'4' - A5.2 1/4"=V-0" Pro]•No:20.0001702.000 Reviewed.By:TS/MS A5.2 DOOR/RELITE SCHEDULE DOOR SCHEDULE NOTES NELSON 1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF IBC 1010.1.9 AND ANSIA117.1SECTION404,ASSUMMARIZEDONTI.2.EXISTING HARDWARE IS NelcoArchitecture,Inc.OPENINGS FRAMES DETAILS ASSUMED TO BE ACCESSIBLE,LEVER STYLE HANDLE,CLEAR WIDTH,CLOSING SPEED, DOOR DOOR OPENING FORCE,ETC.GC TO REPLACE DOOR HARDWARE AS REQUIRED. ROOM SIZE FIRE HDWE DOOR 2. ALL DOORS TO BE READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT # NAME TYPE (Wx H) THICK. aMATERIALGLSUL RATING TYPE FINISH TYPE MATERIAL FINISH HEAD JAMB SILL REMARKS THE USE OF A KEY OR SPECIAL EFFORT. 3. AT THE MAIN EXTERIOR DOOR,LOCKS&LATCHES SHALL BE PERMITTED IF THE LOCKING1ZOO Fifth AVe. E001 ENTRY STOREFRONT EXISTING PER MANUF. Y - M EXIST EXIST EXISTING EXISTING - - - EXTERIOR WITH(E)PANIC HARDWARE DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED Suite 1300 ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING:"THIS DOOR TO REMAIN E002 ENTRY STOREFRONT EXISTING PER MANUF. Y - M EXIST EXIST EXISTING EXISTING - - - EXTERIOR WITH(E)PANIC HARDWARE UNLOCKED WHEN BUILDING IS OCCUPIED".THE SIGN SHALL BE IN LETTERS 1"HIGH ON Seattle,WA 98101 100 LOBBY TO HALL G T-O"X 7'-0" 13/4" - - A CLEAR 1 METAL PAINT 3/A6.1 2/A6.1 6/A6.1 A CONTRASTING BACKGROUND&MEET REQUIREMENTS OF IBC 1010.1.9.3 LOCKS& Phone: (206)408-8500 LATCHES. W W 101 CONFERENCE G T-O"X T-O" 13/4' WOOD TG - - B CLEAR 1 METAL PAINT 3/A6.1 2/A6.1 6/A6.1 4. NEW EXTERIOR DOORS TO BE STEEL,20 GAUGE,FULL FLUSH WITH FIBROUS HONEYCOMB W.NELSONWORLDWIDE.COM 102 SINGLE TOILET F T-O"X 7-0" 13/4" WOOD - - I CLEAR 1 METAL PAINT 3/A6.1 2/A6.1 6/A6.1 CORE,BAKED ON PRIMER.EXTERIOR DOOR FRAMES TO BE STEEL,18 GAUGE WITH 2" FACES AND 5/8"STOPS FORMED INTERNAL CORNERS MITERED,WELDED AND GROUND 103 JANITOR F 3'-0"X 7W' 13/4" WOOD - - - G CLEAR 1 METAL PAINT 3/A6.1 2/A6.1 6/A6.1 SMOOTH,BAKED ON PRIMER,LION. 104 MENS RR F T-O"X 7-0" 1 1 31W' WOOD - - D CLEAR 1 METAL PAINT 3/A6.1 2/A6.1 6/A6.1 5. NEW STOREFRONT/ENTRANCE TYPE EXTERIOR DOORS TO BE 2"X4 1/2",CENTER GLAZED, MEDIUM STILE,THERMALLY BROKEN,ALUMINUM STOREFRONT.KAWNEER OR APPROVED 105 WOMANS RR F 3'-0"X T-0" 1 3/4" WOOD - - - D CLEAR 1 METAL PAINT 3/A6.1 2/A6.1 6/A6.1 EQUAL.FINISH TBD OR TO MATCH EXISTING ADJACENT. 106 SERVER F 3'-0"X 7-0" 13/4" WOOD - - - H CLEAR 1 METAL PAINT 3/A6.1 2/A6.1 6/A6.1. 6. NEW INTERIOR DOORS TO BE BUILDING/OWNER STANDARD:SOLID CORE,WOOD, UNIFORM WHITE BIRCH,ROTARY CUT,NATURAL,CLEAR*00 FINISH.NEW INTERIOR 107 OFFICE G 3'-O"X 7'-0" 13/4' WOOD TG - - B CLEAR I METAL PAINT 3/A6.1 2/A6.1 6/A6.1 DOOR FRAMES TO BE HOLLOW METAL. 108 OFFICE G 3'-0"X T-O" 13/4" WOOD TG - - B CLEAR 1 METAL PAINT 3/A6.1 3/A6.1 6/A6.1 7. IG INDICATES INSULATED GLAZING,TYP. TG INDICATES TEMPERED GLAZING,TYP. 109 OFFICE G T-0"X 7-0" 1 3/4" WOOD TG - - B CLEAR 1 METAL PAINT 3/A6.1 2/A6.1 6/A6.1 9. TIG INDICATES TEMPERED,INSULATED GLAZING,TYP. 10. ALL EXTERIOR/BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED& 110 OFFICE G 3'-0"X 7-0" S3/4" WOOD TG - - B CLEAR 1 METAL PAINT 3/A61 2/A6.1 6/A6.1 LABELED WITH ITS MAX.U-FACTOR OF 0.38&SOLAR HEAT GAIN,COEFFICIENT OF 0.40, Ill OFFICE G 3'-0"X 7-0" 13/4" WOOD TG - B CLEAR 1 METAL PAINT 3/A6.1 2/A6.1 6/A6.1 PER WSEC SECTION C303.1.3(RATING DETERMINED BY AN ACCREDITED,INDEPENDENT LABORATORY,LABELED AND CERTIFIED BY THE MANUFACTURER). 112 OFFICE G S-0"X 4'-0" 13/4" WOOD TG - B CLEAR 1 METAL PAINT 3/A6.1 2/A6.1 6/A6.1 11. DOORS OPENING INTO SEMI-HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37 MAX U-FACTOR. 113A HALL TO WH G 3'-0"X T-O" 13/4' METAL TG - G PAINT I METAL PAINT 3/A5.1 2/A6.1 6/A6.1 12. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS 113B HALL T)WH G 3'-O"X T-0" 1 3/4" METAL TG - G PAINT I METAL PAINT 3/A6.1 2/A6.1 6/A6.1 TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN THE DOORWAY PER WSEC 114 CONF.TO WH G 3'-0"X T-0" 1 3/4" METAL TG - C PAINT 1 METAL PAINT 3/A6.1 2/A6.1 6/A6.1 C402.4.6. - 13. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM 115 MENS RR F Y-O"X T-0" 13/4" METT - - D PAINT 1 METAL PAINT 3/A6.1 2/A6.1 6/A6.1 SYSTEM. 14. ALL DOOR HARDWARE PACKAGES TO BE COMMERCIAL GRADE,SATIN CHROME FINISH 116 WOMENS RR F T-O"X 7'-0" 13/4" MET - - D PAINT 1 METAL PAINT 3/A6.1 2/A6.1 6/A6.1 (US26D)AND INCLUDE WALL/FLOOR STOPS,SILENCERS,HINGES,ETC. 117 BREAK TO WH G 3'-0"X T-0" 1 3/4" MET - - D PAINT 6 METAL PAINT 3/A6.1 2/A6.1 6/A6.1 lie SINGLE TOILET F Y-O"X7'-0" 13/4" WO - - I CLEAR I METAL PAINT 3/A6.1 2/A6.1 6/A6.1 DOOR HARDWARE NOTES CLIENT. 119 DRIVER CAGE SWING T-O"X T-0" - CHAIN - - G GALV. 1 - - PER MANF; PER MANF. PER MANE TYPE B: OFFICE TYPE LOCKSET 200 MAINTENANCE SWING 3-0"X T-0" - CHAIN - - G GALV. 1 - - PER MANF. PER MANF PER MANE TYPE C: OFFICE TYPE LOCKSET,CLOSER,WEATHER STRIPPING,SURFACE APPLIED DOOR SIERRI , 201 MECH ROOM F T-O"X T-0" 13/4" METAL - _ _ O PAINT _ - PER MANF. PER MANF PER MANF. TYPE D: SWEEP PUSH/PULL,CLOSER 202A SHELL REM N 3'-0"X 7-0' 1 3/4" METAL TG - - E PAINT - METAL PAINT PER MANF. PER MANF. PER MANF. TYPE E: PASSAGE SET CONSTRUCTION COMPANY.NO. _ 202B SHELL REM S 6'-0"X 12'-0" - METAL - - _ 0 PRE-FINISHED _ _ _ PER MANF. PER MANF. PER MANF. TYPE F: PASSAGE SET,CLOSER GENERAL. CONTRACTOR TYPE G: STOREROOM LOCKSET,CLOSER 202C SHELL REM N 3'-0"X 7-0" 1 3/4" METAL TG - - E PAINT - METAL PAINT PER MANE. PER MANF. PER MANF. TYPE H: STOREROOM LOCKSET,CLOSER,WEATHER STRIPPING,SURFACE APPLIED DOOR 202D SHELL REM S 8'-0"X 12'-0" - METAL - _ _ SWEEP 0 PRE HEED - _ - PER MANF. PER MANF. PER MANF TYPE I: PRIVACY WITH'IN USE'INDICATOR SIERRA 203A PPP N Y-O"X T-0" 13/4" METAL TG - - E PAINT - METAL PAINT PER MANF, PER MANF. PER MANF. TYPE K: CARD READER WITH KEY OVERRIDE,FAIL SAFE,UNLOCKED ON PRIVATE OR FREE 203E PPP C 8'-0"X 12'-0" - METAL - _ _ PRE-FINISHED SIDE OF DOOR TO ALLOW FOR FREE EGRESS,CLOSER 0 WHITE - - - PER MANF. PER MANF. PER MANF. TYPE L: STOREROOM LOCK ON ACTIVE LEAF,DUMMY LEVER ON INACTIVE LEAF,MANUAL CONSTRUCTION J( WALL TYPE AS SCHEDULED 204A TARGET MACH N 3'-0"X T-O" 1 3/4" METAL TG - - E PAINT - METAL PAINT PER MANF. PER MANE. PER MANF. FLUSH BOLTS 14800 NE NORTH WOODINVILLE WAY STEEL RUNNER AT TOP AND BOTTOM 204B TARGET MACH C 6'-0"X 12'-0" - METAL - _ _ PRE-FINISHED WOODINVILLE,WA 9$072 O - - - PER MANE. PER MANE. PER MANF. TYPE M: EXISTING EXTERIOR DOOR ENTRANCE TYPE LOCKSET.CLEAN AND ADJUST EXISTING DRYWALL SCREW,IT.NEXT TO 205A FINAL INSP N T-0"X T-0" 1 3/4" METAL TG _ - E PAINT - METAL PAINT PER MANF. PER MANE. PER MANE HINGES AND CLOSER,ADJUST CLOSER TO CURRENT ACCESSIBILITY REQUIREMENTS PROJECT. EACH RETAINER CUP (ANSI 117.1,SECTION 404),NEW WEATHERSTRIPPING STEEL CASING WITH HEAT 205B FINAL INSP C 8'-O"X 12'-0" - METAL - _ _ 0 PRE-FINISHED - - _ PER MANF. PER MANF. PER MANF. TYPE N: DUMMY LEVERS AND ROLLER CATCHES ON BOTH.LEAFS SIERRAL CONSTRUCTION TREATED CASING RETAINER CLIP 206A WAX N 3'-0"X T-0" 13/4' METAL _ - TYPE 0: SECTIONAL OVERHEAD DOOR HARDWARE,LATCH ABOVE.TRACK GUARD CASTING OPERATIONS TI TG E. PAINT - METAL PAINT PER MANF. PER MANF. PER MANF. 206B. WAX C 12'-0"X 8'-0" - METAL - _ _ 0 PRE-FINISH E _ _ - PER MANF. PER MANF. PER MANF. TIMELY STEEL FRAME 1 3/4" METAL TG - - E PAINT - METAL PAINT PER MANF. PER MANE. PER MANF. PREFINLSHED,KNOCK DOWN 206C WAX N 3'-0"X 7-0" DOOR SILENCERS OR SMOKE SEAL 206D WAX C 8'-0"X 12"0" - METAL _ - - 0 PR%PINISHE - - _ PER MANF PER MANE. PER MANE 6108 188TH ST.NE WHITE ARLINGTON,WA 207A SHELL N 3'1"X 7'4" 13/4" METAL TG - - E PAINT - METAL PAINT PER MANF. PER MANF. PER MANF. Description: No: Date: DOOR AS SCHEDULED _ 0 WHITE _ _ - PER MANE. PER MANF PER MANE PERMIT SUBMITTAL 08/24/2020 207E SHELL C 12'-0"X8'-0" - METAL - _ PRE-FINISHED 207C SHELL N 3'-0"X T-0" 13/4' METAL TG - - E PAINT - METAL PAINT PER MANE. PER MANF. PER MANF INT. DOOR HEAD-TIMELY 207D SHELL C 6'-0"X12'-0" METAL O PRE-FINISHED PER MANF. PER MANF. PER MANF. A6.1 SCALE:3"=1' 208 ENGR N Y-0"X T-0" 1 3/4" METAL _ - TG E PAINT - METAL PAINT PER MANE. PER MANF. PER MANF. 209 MET LAB N 3'-0"X 7'-0" 1 3/4" METAL TG - - E PAINT - METAL PAINT PER MANF. PER MANE. PER MANE. X WALLTYPE AS SCHEDULED 210 PUMP N X-0"XT-0" 13/4" METAL - _ - TG E PAINT METAL PAINT PER MANE. PER MANE. PER MANF. 211A DEMISING WALL F 3'-0"X T-O" 13/4" METAL TG E PAINT _ - METAL PAINT PER MANF. PER MANF. PER MANF. 2118 DEMISING WALL C 8'-0"X 12'-0" - METAL - _ _ 0 PRE-FINISHE - _ _ PER MANE. PER MANE. PER MANE WHITE 20 GA STEELSND F100 MAINTENANCE SLIDING TBD - CHAINLINK - - - - GALV. - - - PER MANF. PER MANF. PER MANF. STEEL CASING WITH HEAT F101 MAINTENANCE SLIDING TBD - CHAINLINK - - - GALV. - - PER MANF. PER MANF. PER MANF TREATED CASING RETAINER CLIP RE�TIMELY STEEL FRAME PREFINISHED,KNOCK DOWN DOOR TYPES PER DOOR SCHEDULE DOOR SILENCERS OR SMOKE SEAL DOORAS SCHEDULED PER DOOR SCHEDULE PER DOOR SCHEDULE PER DOOR SCHEDULE INT. DOOR JAMB-TIMELY w A6.1 SCALE:3"=V LLJ LLJ rl ,wT� SEAL: w o 6 DOOR 8 RELITE RELITE O &49 NMIQII II I IN41Y ---.. FLOOR FINISH MATL i - A SAME ON BOTH CARPET OVER PAD.IF CARPET TILE GO SIDES OF OPENING (1/4")OR WALK-OFF MAT(5/8")- '�'' i K UGHA6 QDOOR AND TRIM FLOAT FLOOR AS REQUIRED FOR - unre 9r w,vtuw�rcOM LEVEL TRANSITION-REFER ALSO - TO GENERAL NOTES F(FLUSH) G(HALF GLASS DOOR) N(NARROW LITE DOOR) C RESILIENT FLOOR MATERIAL COILING DOOR DOOR FRAME TYPES O 3/8"xl-1/2"BRUSHED ALUM. B TRANSITION STRIP D ANGLE SECURED TO SLAB CITYSTAMP CPi REDUCER STRIP TO MATCH RUBBER BASE QDOOR AND TRIM PER SCHEDULE/OP TILE PER SCHEDULE QDWR AND TRIM OIRPET/CARPET TILE CONCRETE SLAB OR CONCRETE SLAB RESILIENT FLOOR MATERIAL O D00R DOOR C17V TRANSITION STRIP CPT O TRANSP70N STRIP w o REDUCER STRIP / �U�F ,wr, TO MATCH RUBBER BASE 4DOOR AND TRIM777-rL­CARPET/CARPET TILE QDOOR AND TRIM TILE L DOOR SCHEDULE �1 SILL/FLOOR TRANSITION 1 6 PIo1.No:20.0001702.000 Reviewed By:Ts/MS A6.1 SCALE:3"=V A6. 1 ROOM FINISH SCHEDULE NELSON FLOOR BASE WALLS CEILING Nelcw Architecture,Inc. ROOM ROOM NORTH EAST SOUTH WEST REMARKS # NAME SUBSTRATE MATERIAL FINISH FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL HEIGHT 1200 Fifth Ave. Suite 1300 100 LOBBY SOG LVT-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACP t10'-0"AFF SEE ALSO SHEETA2.12 FOR ACCENT PAINT LOCATION Seattle,WA98101 Phone: (206)408-8500 101 CONFERENCE SOG CPT-1 B-1 GWB pT-1 GWB PT-1 GWB PT-1 GWB PT-4 ACP t10'-0"AFF WWW.NELSONWORLD\MIDE.COM 102 SINGLE OCCUPANCY TOILET SOG T-1 TB-1 GWB PT-5/PL-3 GWB PT-1/PL-3 GWB PT-1/PL-3 GWB PT-1/PL-3 GWB t8'-0"AFF ACCENT PAINT AT WALL BEHIND SINKS 103 JANITORS CLOSET SOG SLR-1 B-1 GWB PT-1 GWB PT-1/PL-3 GWB PT-1/PL-3 GWB PT-1 GWB f8'-0"AFF 104 MEN'S TOILET SOG T-1 TB-1 GWB PT-I/PL-3 GWB PT-5/PL-3 GWB PT-1/PL-3 GWB PT-1/PL-3 GWB t8'-0"AFF ACCENT PAINT AT WALL BEHIND SINKS 105 WOMEN'S TOILET SOG T-1 TB-1 GWB PT-I/PL-3 GWB PT-I/PL-3 GWB FT-1/PL-3 GWB PT-5/PL-3 GWB f8'4'AFF ACCENT PAINT AT WALL BEHIND SINKS 106 SERVER SOG VCT-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-I ACP t10'-0"AFF 107 OFFICE SOG CPT-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-I ACP i10'-0"AFF 108 OFFICE SOG CP_I B-1 GWB PT-1 GWB PT-1 GWB PT-1 GW8 PT-1 ACP t10'-0"AFF 109 OFFICE SOG CPT-I B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACP 310'-0"AFF 110 OFFICE SOG CPT-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-I ACP t10'-0"AFF 111 OFFICE SOG CPT-1 B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACP t10'-0"AFF 112 OFFICE SOG CPT-I B-1 GWB PM11 GWB PT-1 GWB PT-1 GWB PT-1 ACP f10'-0"AFF 113 HALL SOG LVT-l_ B-1 GWB PT-1 GWB PT-1 GINS PT-1 GWB PT-1 ACP 110'-0"AFF SEE ALSO SHEET A2.12 FOR ACCENT PAINT LOCATION 114 CONFERENCE SOG CPT-I B-1 GWB PT-1 GWB PT-1 GWB PT-1 GWB PTA ACP 310'-0"AFF 115 MEN'STOILET SOG T-1 TB-1 GWB PT-1/PL-3 GWB PT-1/PL-3 GWB PT-5/PL-3 GWB PT-1/PL-3 GWB t8'-0"AFF ACCENT PAINT AT WALL BEHIND SINKS 116 WOMEN'S TOILET SOG T-1 TB-1 GWB PT-5/PL-3 GWB PT-1/PL-3 GWB PT-I/PL-3 GWB PT-1/PL-3 GWB f8'-0"AFF ACCENT PAINT AT WALL BEHIND SINKS 117 BREAKROOM SOG SLR-1 B-1 GWB PT-1 GWB PT-1 GW8 PT-4 GWB PT-1 ACP t10'-O"AFF CLIENT: 118 SINGLE OCCUPANCY TOILET SQG T-1 TB-1 GWB PT-1/PL-3 GWB FT-1/PL-3 GWB PT-1/PL-3 GWB PT-1/PL-3 GWB t8'-0"AFF SIERRPhaI. CONSTAUanoN COMPANY.INC. FINISH SPECIFICATIONS: ROOM FINISH GENERAL NOTES: GENERAL CONTRACTOR FLOOR FINISHES: WALL FINISHES: WALL BASE: 1. ALL FINISH SELECTIONS IDENTIFIED IN LEGENDS,SCHEDULES,AND SPECIFICATIONS ARE NOT FLOOR FINISH TO BE CPT-1,LION SUBMIT PRODUCTS AND FINISUBJECT TO'OR EQUAL SHES AS INDICATED IN TIONS U.N.O.THETHE DOCUMENTS. SUBCONTRACTORS SHALL SIERRA WALL FINISH TO BE Pi-1,LION WALL BASE TO BE B-1,LION CPi CARPET,TILE pT PAINT 2. NOTIFY ARCHITECT OF SCHEDULED FINISHES THAT ARE UNAVAILABLE OR DISCONTINUED AT THE PPG 1 MOHAWK B BASE TRIM-VINYL EARLIEST OPPORTUNITY SUCH THAT A SUBSTITUTION CAN BE SELECTED WITHOUT JEOPARDIZING I 8 TARKE17/3OHNSONITE CONSTRUCTION PRODUCT SH COLOR BALANCE PRODUCT N0:PPG1001-1 TRADITIONAL COVE BASE THE coNSTRucnoN SCHEDULE. 14800 NE NORTH WOODINVILLE WAY 575 NIGHTSHADE DELICATE WHITE 3. REFER TO THE FINISH SPECIFICATIONS THIS SHEET FOR MANUFACTURER,PRODUCT/SNLE NAME, SIZE:12"X 36" REMARKS:ALL OVER COLOR,WALLS AND CEUNG GREY 48 COLOR SPECIFICATION. WOODINVILLE,WA 98072 INSTALLATION:HALF LAP 4. INSTALL ALL FINISH MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED CONTACT:JULIA GUTT,206.409.3491 e PAINT REMARKS:COVE BASE AT HARD FLOOR,STRAIGHT BASE AT CARPET SPECIFICATIONS,SURFACE PREPARATION,ADHESIVES AND BACKINGS:INCLUDING PROJECT' 2 PPG WALLCOVERINGS,COATINGS,FLOORING MATERIALS,LAMINATES,ETC. SIERRAL CONSTRUCTION LVf LVT PRODUCT NO:1011-5 5. PREPARE ALL SURFACES TO RECEIVE NEW FINISH SCHEDULED,TYPICAL THROUGHOUT.CONCRETE ARMSTRLOCREATIONS-ARBORART GALENA OAK NA181 REMARKS: NON STOREFRONT, MILLWORK FINISHES: SLAB TO RECEIVE NEW SEAL WHERE SAW{UT AND PATCHED. CASTING OPERATIONS TI NATURA6. ALL WALLS(EXISTING AND NEW)TO BE PT-1,UON. WHEAT DOOR FRAMES pL PLASTIC LAMINATE 7. RUBBER BASE,B-I THROUGHOUT,LION.BASE SHALL RUN CONTINUOUSLY. SLR SEALED CONCRETE IA LOWER CABINETS AT BREAK AND COPY 8. CARPET,CPT-1 THROUGHOUT,LION. 1 CLEAR B PAINT FORMICA,912-AN,STORM 9. INTERIOR GWB CEILINGS AND SOFFITS TO BE PT-1,LATE(WITH FLAT FINISH,UON.TOILETROOM 6108 188TH ST.NE 4 BENJAMIN MOORE GWB CEILINGS AND SOFFITS TO BE PT-1,LATEX ENAMEL WITH SEMI-GLOSS FINISH,UON. VO COMP-20 OR EQUAL PRODUCT NO:1680 pL PLASTIC LAMINATE 10. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES,CEILING TILE AND GRID SPECIFICATIONS. ARLINGTON,WA HUDSON BAY iB UPPER CABINETS AT BREAK AND COPY 11. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECIEVE TWO COATS OF LATEX PAINT WITH Description: No: Date: REMARKS:ACCENT WALLS IN WILSONART EGGSHELL FINISH. ml T TILE-PORCELAIN CONFERENCE AND BREAK UPTOWN WALNUT,7971K-12 SOFT GRAIN FINISH WITH AEON 12. ALL GWB SURFACES IN RESTROOMS AND WET WALLS IN BREAK AREA AND COFFEE AREA SHALL PERMIT SUBMITTAL 08/24/2020 EMSER TILE INSTALLATION:GRAIN TO RUN VERTICAL RECEIVE ONE(1)COAT OF LATEX SEMI-GLOSS ENAMEL OVER ONE(1)COAT OF PVA SEALER. PRODUCT NO:OUTPOST pT PAINT 13. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING,UNO.REFER TO FINISH LEGEND GRIGIO,MATTE B SHERWIN WILLIAMS PL PLASTIC LAMINATE FOR EXCEPTIONS. SIZE:12"X 24" PRODUCT NO:SW 6254 22 BREAK AND COPY COUNTERTOP 14. LEVEL 2/FIRETAPE FINISH ON WAREHOUSE SIDE OF OFFICE TI,UNLESS NOTED OTHERWISE. INSTALLATION METHOD:1/3 OFFSET LAZY GRAY WILSONART,DUSK CASCADE 5004-38 15. ALL PAINT MATERIALS,PREPARATION AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF 1ST TILE PARALLEL TO&CENTERED AT REMARKS:RESTROOM ACCENT PAINT THE LATEST EDITION OF THE ARCHITECTURAL PAINTING SPECIFICATION MANUAL BY THE MASTER THE DOOR.1/8"GROUT JOINTS AND WRAP AROUND OFFICE CORE PL PLASTIC LAMINATE PAINTERS INSTITUTE.THE PAINTING SUBCONTRACTOR SHALL ENSURE THAT ALL PAINTS COMPLY GROUT CUSTOM:DELOREAN GREY*165 3 RESTROOM WAINSCOT WITH THE MUNICIPAL&STATE CODES AND BUILDING REGULATIONS FOR LOW VOC EMISSIONS. SCHLUTER COLOR:TUSCAN PEWTER FORMICA 8814-58 DENIM WILL 16. REFER TO DOOR SCHEDULE SHEET A6.1 FOR DOOR AND DOOR FRAME FINISHES. REMARKS:RESTROOM FLOOR 17. PLASTIC LAMINATE,PL-1 AT ALL EXPOSED SURFACES OF BASE AND UPPER CABINETS,UON.PLASTIC CONTACT:BRIANNA MARTENSEN,206.771.2184 pL PLASTIC LAMINATE LAMINATE PL-2 AT ALL COUNTERTOPS AND BACKSPLASHES,LION. WINDOW FINISHES: 4 RESTROOM COUNTERTOP 18. REFER TO THIS SHEET FOR FINISH LEGEND&SCHEDULE. eBASE TRIM-TILE WILSONART,SOLICOR LINEN: D274-60 19. FLOOR MATERIAL TRANSITIONS AT DOOR OPENINGS ARE TO BE CENTERED BELOW THE DOOR IN 1 EMSER TILE 8 WINDOW TREATMENT THE CLOSED POSITION,UNLESS NOTED OTHERWISE.SEE ALSO TRANSITION DETAILS THIS SHEET. PRODUCT NO:T-1 1",METAL MINI BLIND,STANDARD COLOR TOILET PARTITIONS 20. PROVIDE TRANSITION STRIPS AT ALL FLOORING MATERIAL CHANGES,UNLESS NOTED OTHERWISE SIZE:CUT INTO 12"L X 4"H BASE TRIM MANUAL OPERATION,INSIDE MOUNT POWDER COAT PER 6/A6.1.RESILIENT TRANSITION STRIPS TO MATCH BASE COLOR U.N.O.WHEN PROVIDED,REFER INSTALLATION METHOD:INSTALL WITH BRADLEY,DOVE GRAY TO PLAN FOR ADDITIONAL DETAIL LOCATIONS. SCHLUTER COVE TRIM WITH INSIDE AND OUTSIDE CORNERS AS REQUIRED AND 21. WHERE FLOOR FINISH THICKNESS REQUIRES,FLOAT FLOOR SLAB AT FINISH TRANSITION AREAS A _ SCHLUTER TOP TRIM,COLOR:TUSCAN PEWTER MINIMUM OF 2'-0"OR TO A ACHIEVE A MAXIMUM SLOPE OF 1:20(WHICHEVER IS GREATER)TO REMARKS:RESTROOM BASE TRIM ACHIEVE A UNIFORM AND FLUSH TRANSITION BETWEEN FINAL FINISHED SURFACES. CONTACT:BRIANNA MARTENSEN,206.771.2184 22. ACCESS PANELS,VISIBLE COVES OR ENCASEMENTS,VISIBLE ELECTRICAL PANELS,ETC.TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES. 23. ALL INTERIOR WALL&CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS A MATERIAL CLASSIFICATION;FLAME SPREAD RATING 0 TO 25,SMOKE DEVELOPED 200.ALL INTERIOR WALL AND CEILING FINISHES AND TRIM IN NON PUBLIC AREAS TO COMPLY WITH CLASS B MATERIAL CLASSIFICATION;FLAME SPREAD RATING 26-75,SMOKE DEVELOPED 450,PER IBC CHAPTER B. SEAL: 24. PROVIDE NEW WINDOW TREATMENT,WT-1 AT ALL EXTERIOR WINDOWS,TYPICAL THROUGHOUT, LION. 9439 .._-._....__ KI:1i1517i _"- �YITCIIII'VCI p -N DOUGUS :;TA'I I:"I WAWI-ION CITY STAMP: FINISH SCHEDULE Proj.No:20.0001702.000 Reviewed By:TS/MS A6.2 PARTITION STUD SCHEDULE NELSON 1. INTERIOR PARTITIONS(NON-LOAD BEARING) ° VERIFY SIZE,GAUGE AND SPACING WITH STUD MANUFACTURER AND/OR EXISTING ROOF DECK INSTALLER Nelco Architecture,Inc. CHANNEL SHAPE,FABRICATED FROM MIN ° BASIS OF DESIGN:LATERAL LOAD=5 PSF,DEFECTION LIMIT=L/240 WITH 25 GA CORROSION-PROTECTED STEEL,MIN GWB FINISH BOTH SIDES OF WALL OR 1 1/2"X 20 GA STRAP BRACING @ WIDTH TO ACCOMMODATE STUD SIZE, 48"OC WITH 2#10 SCREWS EACH STUD ON ONE SIDE OF WALL WITH 1"LONG LEGS,ATTACHED TO STRUCTURE 24"O.C.MAX. HEIGHT OF WALL STUD SIZE&GAUGE SPACING 1200 Fifth Ave. R-13 BATT INSULATION UP TO 15'HIGH 3-5/8"xl 5/8",18 GA SS 24"OC MAX Suite 1300 EXISTING STEEL GIRDER 15'-0"to 24"-9" 6"z 1 5/8",18 GA SS 24"OC MAX Seattle,WA 98101 24'-9"to 32"-0" 6"x 2",16 GA SS 16"OC MAX Phone: (206)408-8500 5/8"GWB,OVER MTL.STUDS @ 24"O.C. 32'.0"to 42"-0" 8"x 2",14 GA SS. 16"OC MAX W W W.NELSONWORLDWIDE.COM MAX DEFLECTION(1/240)ON SIDE OF GIRDER OPPOSITE OF CONDITIONED SPACE CONDITIONED CONDITIONED SPACE WAREHOUSE SLOTTED"SLIPTRACK"OR EQUAL FOR DEFLECTION CUT STUD SHORT 0.65" DRYWALL SCREWS HELD BACK 3.5"FROM SLIPTRACK FOR MOVEMENT ALTERNATIVE:WHEN OPEN WEB STRUCTURE 6" 3/4" 2" 3/4"77 J f EXISTING ROOF EXISTING R-38 CONTINUOUS DECK ROOF INSULATION EXISTING STRUCTURAL MEMBER-WOOD SEE ALTERNATE ABOVE WHEN OPEN WEB STRUCTURE 8"X 2"14 GA COMPENSATION CHANNEL EXISTING ROOF DECK AND STRUCTURAL W/2#10 X 3"SCREWS OR 600T250-68 MEMBERS(GRAPHIC DESIGN IS GENERIC CLIENT. DEFLECTION TRACK W/2-#10X3"SCREWS @ - EXISTING ROOF DECK/STRUCTURAL MEMBER, SCREWS STAGGEREDEC AMAXIMUMN 24' S'ERR OC,SIZE PER SSMA RECOMMENDATIONS 1"MIN GAP(SLIP TRACK) CONSTRUCTION CCNFANY.INC. 5/8"GWB BOTH SIDES OR GENERAL CONTFIACTOT IN LIEU OF GWB ON INSIDE FACE,PROVIDE 1 1/2" X 20 GA STRAP BRACING @ 48"OC WITH 2#10 SCREWS EACH STUD,LEVEL 2(FIRE TAPE)FINISH R-21 BATT INSULATION STICK PINNED TO ON WAREHOUSE SIDE,FINISH AS SCHEDULED ON CONCRETE WALL WITH CONTINUOUSLY SIERRA OFFICE SIDE TAPED WHITE VINYL FACED VAPOR BARRIER ABOVE FURRING CONSTRUCTION p SUSPENDED ACOUSTICAL CEILING 14800 NE NORTH WOODINVILLE WAY 3-5/8"x 1 BRAG 25 GA METAL STUD WALL WOODINVILLE,WA 98072 WHSE TIE-BACK BRACE @ 48"O.C. R-13 BATT INSULATION PROJECT OFFICE STUD SIZE,GAUGE AND SPACING PER SCHEDULE, •CONCRETE"•Nlt SIERRAL CONSTRUCTION 1/2'DEFLECTION(L/240) °• TILT-UP SUSPENDED ACOUSTICAL CEILING CASTING OPERATIONS TI R-38 CONTINUOUS BATT INSULATION ENTIRELY R-38 CONTINUOUS BATT INSULATION METAL STUD RUNNER SAME GAUGE AS PARTITION PANEL ABOVE DECK W/FSK-25 VAPOR BARRIER FACE, ENTIRELY ABOVE DECK W/FSK-25 VAPOR W/MINIMUM 1"LONG FLANGES ATTACHED TO FACING WARM SIDE,TYP.INSTALL AIR BARRIER BARRIER FACE,FACING WARM SIDE,TYP.. EXISTING CONIC SLAB WITH POWER-DRIVEN ° 5/8"GWB OVER 3-5/8"X 1-5/8"20 GA METAL (DUPONT,TYVEK OR EQUIVALENT)BETWEEN INSTALL AIR BARRIER(DUPONT,TYVEK OR FASTENERS AT 24"OC-HILTI'D(-DNI"PINS,1" STUD FURRING @ 24"OC MAX 1/2" FRAMING AND INSULATION. EQUIVALENT)BETWEEN FRAMING AND SOUND BATT INSULATION PENETRATION MINIMUM WITH 7/8"DIA WASHERS. DEFLECTION(L240)W/R-13 BATT 6108 188TH ST.NE 1 1/2"x 1 1/2"z 3 1/4"LONG,MINX 16 GA CLIP W/ INSULATION. ICC-ES REPORT NO ESR-1663 INSULATION W/FSK-25 VAPOR BARRIER ARCING-TON,WA (2)#8 SCREWS THRU JOIST WEB AND THRU TRACK, EXISTING JOIST BRACE @ 48" C,SEE ALSO 16/A8.1 OFFICE FACE,FACING WARM SIDE WALL DIAGONAL STRAP BRACING W/GUSSET PLATE 'e• Description: No: Date: TYPICAL.TRACK TO MATCH JOIST DEPTH AND MIL. AND ATTACHMENT,SEE ALSO 16/A8.1IMM SIM:PROVIDE WALL INSULATION ABOVE CEILING °• PERMIT SUBMITTAL 08/24/2020 W/(3)#8 SCREWS TO EACH WALL STUD,TYP. ° 1 1/2"x 1 1/2"x 3 1/4"LONG,MIN X 16 GA.CLIP TO FILL GAP IN ENVELOPE PERIMETER BETWEEN CEILING HEIGHTS w W/(2)#8 SCREWS THRU JOIST WEB AND THRU 6"20 GA CEILING JOISTS @ 24"OC- 6'20 GA CEILING JOISTS @ 24"OC- MAX 1/2"DEFLECTION(U240) OFFICE DEMISE ° . •°TRACK,TYPICAL.TRACK TO MATCH JOIST MAX 1/2"DEFLECTION(L/240) DEPTH AND MIL.W/(3)#6 SCREWS TO EACH WATER RESISTANT GWB CEILING WALL STUD,TYP. 6"20 GA CEILING JOISTS @ 24"OC- WATER RESISTANT GWB CEILING R-13 BATT INSULATION BETWEEN EXISTING MAX 1/2"DEFLECTION(U240) CONCRETE PANEL AND FURRING WATER RESISTANT GWB OVER 6"x METAL STUD RUNNER SAME GAUGE AS R_R. i 5/8"GWB,LEVEL 2(FIRE TAPE)FINISH ON WATER RESISTANT GWB CEILING 1-5/8",25 GA MTL STUD @ 24"OC MAX EXISTING R-38 CONTINUOUS - PARTITION W/MINIMUM 1"LONG FLANGES WAREHOUSE SIDE,FINISH AS SCHEDULED ON OFFICE 5/8"GWB OVER 3-5/8"X 1-5/8"20 GA METAL 1/2"DEFLECTION(L240) ROOF INSULATION ',• p ATTACHED TO EXISTING CONC SLAB WITH WHSE SIDE,OVER 6"x 1-S/8",25 GA MTL STUD FRAMING @ STUD FURRING @ 24"OC MAX 1/2"DEFLECTION R_R. R_R. POWER-DRIVEN FASTENERS AT 24"OC- 24"OC MAX 1/2"DEFLECTION(L240)W/BATT (L240)W/R-13 BATT INSULATION W/FSK-25 HILTI"X-DNI"PINS,1"PENETRATION ACOUSTIC INSULATION. R_R. VAPOR BARRIER FACE,FACING WARM SIDE SOUND BAIT INSULATION EXISTING ROOF DECK AND STRUCTURAL MINIMUM WITH 7/8"DIA WASHERS. R-13 BAIT INSULATION BETWEEN EXISTING MEMBERS(GRAPHIC DEPICTION IS ICC-ES REPORT NO ESR-1663 CONCRETE PANEL AND FURRING METAL STUD RUNNER SAME GAUGE AS 'GENERIC) METAL STUD RUNNER SAME GAUGE AS PARTITION METAL STUD RUNNER SAME GAUGE AS PARTITION W/MINIMUM 1"LONG PERIMETER FURRING ^ W/MINIMUM 1"LONG FLANGES ATTACHED TO PARTITION W/MINIMUM 1"LONG FLANGES FLANGES ATTACHED Rr EXISTING CONIC L ----- EXISTING CONIC SLAB WITH POWER-DRIVEN ATTACHED TO EXISTING CONC SLAB WITH SLAB WITH POWER-DRIVEN FASTENERS , -- FASTENERS AT 24"OC-HILTI'X-DNI"PINS,1" POWER-DRIVEN FASTENERS AT 24"OC-HILTI AT ET AT-N MINIMUM "PINS,8" •:• PENETRATION MINIMUM WITH 7/8"DIA WASHERS. "X-DNI"PINS,1"PENETRATION MINIMUM WITH PENETRATION MINIMUM WITH 7/8"DIA ICC-ES REPORT NO ESR-1663 7/8"DIA WASHERS, WASHERS. ICC-ES REPORT NO ESR-1663 IOC-ES REPORT NO ESR-1663 SINGLE OCC. RR WALL PERIMETER FURRING @ SINGLE 7 OCC. RR RR PLUMBING WALL SIM:USE RESTROOM CEILING TYPE �` �� SUM:USE WALL TYPE 1 STUD SIZE BNPE 5 R-8.7,2", RIGID INSULATION,CLEANABLE SEAL: tEiLiNG BRACE:8"MIN 25GA METAL STUD OR 3/4"DIA RIGID METAL IK BRACE:8"METAL STUD OR 3/4"DIA. 3-5/8"x 1-5/8",25 GA METAL STUD WALL RU EXTERIOR CONDUIT AS DETERMINED BY HEIGHT OF STRUCTURE.RIGID.METAL CONDUIT AS DETERMINED w TIE-BACK BRACE @ 48"O.C. WALL/RR ALTERNATE(180°)DIRECTIONS EVERY OTHER BRACE.FLATTEN BY HEIGHTOF STRUCTURE.ALTERNATE f WALL END AND BEND,SCREW TO TOP TRACK OF PARTITION W/DIRECTION EVERY OTHER BRACE. ' SELF TAPPING SHEET METAL SCREW,SCREW OTHER END TO FLATTEN END AND BEND,SCREW TO TOP00N��'. HILTI X-ZF20T UNDERSIDE OF STRUCTURE ABOVE OR TO A STRUCTURAL TRACK OF PARTITION W/SELF TAPPING ' TILT-UP SUSPENDED ACOUSTICAL CEILING W/ ^MAX A�J OR FRAMED WALL WITH HARD LID FRAMING. Po SHEET METAL SCREW,SCREW OTHER PANEL-' EMBEDMENT Mom. NOTE:A PERPENDICULAR END TO UNDERSIDE OF STRUCTURE ABOVE PLYWOOD OVER 3-5/8"X 1-5/8"20 GA METAL 2-#10 INTERSECTING WALL MAY STUD FURRING @ 24"OC MAX 1/2" SELF-TAPPING SUBSTITUTE FOR A RIGID BRACE. CEILING PER PLAN DEFLECTION(L240)W/R-13 BATT SCREWS 20 GA 6"CEILING JOISTS @ 24"OC W/ • INSULATION W/FSK-25 VAPOR BARRIER SPACE BRACE R BTIOOC MAX. SOUND BAIT INSULATION-MAX 1/2" OFFICE FACE, FACING WARM SIDE ALTERNATE DIRECTION(180°) ary srAMv: ZD EVERY BRACE OR PER LOCAL DEFLECTION(L/240) JURISDICTION IV OFFICE 5/8"GWB OVER 3-5/8"X 1-5/8"25 GA o SUSPENDED ACOUSTICAL CEILING METAL STUDS @ 24"OC W/SOUND BATT INSULATION SOUND BAIT INSULATION IN WALL _ AND SPANNING PARTITION ABOVE 4 R-13 BATT INSULATION BETWEEN EXISTING OFFICE OFFICE CEILING WHERE INDICATED CEILING PER PLAN CONCRETE PANEL AND FURRING GWB OVER 3-5/8"x 1-5/8", METAL STUD RUNNER SAME GAUGE AS METAL STUD RUNNER SAME GAUGE AS 25 GA MTL STUD FRAMING PARTITION W/MINIMUM 1"LONG METAL STUD RUNNER ATTACHED TO PARTITION W/MINIMUM 1"LONG FLANGES @ 24"OC FLANGES ATTACHED TO EXISTING CONIC EXISTING CONC.SLAB W/5/32"DIA ATTACHED TO EXISTING CONC SLAB WITH SLAB WITH POWER-DRIVEN FASTENERS WALL TYPES LOW-VELOCITY POWER-DRIVEN POWER-DRIVEN FASTENERS AT 24"OC- AT 24"OC-HILTI"X-DNI"PINS,1" FASTENER W/1 1/4'PENETRATION MIN, HILTI"X-DNI"PINS,1"PENETRATION PENETRATION MINIMUM WITH 7/8"DIA 18"OC __ MINIMUM WITH 7/8"DIA WASHERS. WASHERS. ICC-ES REPORT NO ESR-1663 ICC-ES REPORT NO ESR-1663 Proj.No:20.0001702.000 Reviewed By:TS/MS RR/OFFICE PARTITION 4 PERIMETER FURRING 2B INTERIOR PARTITION 1 1A: PROVIDE SOUND BATTS IN WALL ONLY 113:.PROVIDE SOUND BATTS IN WALL AND ABOVE CEILING TO T-O"EACH SIDE OF PAR ^ . i 1C: GWB CEILING „ 11 WHEN INSTALLED IN THE BUILDIING CEILING NOTES NELSON THERMAL ENVELOPE,LIGHT FIXTURE SHALL BE IC RATED AND LABELED AS PER: 2015 INTERNATIONAL BUILDING CODE(IBC)SECTIONS 803.9,808 AND 1613.1,AMERICAN SOCIETY FOR HAVING AN AIR LEAKAGE RATE OF NOT TESTING AND MATERIALS(ASTM)C635 AND ASTM C636(REFERENCED IN IBC 808).AMERICAN SOCIETY OF CIWL Nelco Architecture,Inc. LINE OF SILL BELOW(AS OCCURS) MORE THAN 2,0 CFM WHEN TESTED IN ENGINEERS(ASCE)7-10 SECTION 13.5.6(REFERENCED IN IBC 1613.1). 3 5/8"METAL STUD ACCORDANCE WITH ASTM E 283 AT A GENERAL RECOMMENDATIONS BRACING @ 48"O.C. 1.57 PSF PRESSURE DIFFERENTIAL. A. REFERENCED SOURCES PER HIERAROW:M15 INTERNATIONAL BUILDING CODE(IBC),AMEUGN SOCIEPI OF CML ENGINEERS(AECE PARTITION AS SCHEDULED ]-10),AMERICAN SOCIETY OF MATERIALSB/ING MATERIALS(ASIM C 635,ASW C 6M,ASTM E SE S8004),AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION(OSG). B. PARTR ® II IONSWATARETTOTHE CENGANDALLPARTITIONSGR RTUN6FE INHEGHNSWULBELATERALLYBRACEDTO 1200 Fifth Ave. THE STRUCTURE.BRACING SHALL BE INDEPENDENTOFTHE CQL SPLAY BRACING SYSTEM.SOURCE:ASCE 7-10 SECTION 13.5.8.1 ALUMINUM BRAKE SHAPE,.045, C ALL MMNBFAMSA MBEHMWDUTY(HD).SOURCE:ASMESBOSECTION5.1.1 Suite 1300 ANODIZED TO MATCH STOREFRONT LIGHT GAUGE METAL STUD FRAMING D. CEILINGS LESS THAN OR EQUAL TO—FR AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM Seattle,WA 98101 TO DECK SHOWN OR CEILING THE SEISMIC DESIGN REQUIREMENTS.SOURCE ASTM EW SECTION 1.4 (SHOWN) E. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS AND REIATED COMPONENTS IN AREAS THAT REQUIRE Phone: (206)408-8500 JOISTS ABOVE AESSrANCE TO THE EFFECTS OF EARTHQWKE MOTIONS.SOURCE:ASM MD SECTION 3.2 W W W.NELSONWORLDWIDE.COM F. ALL WIRE TB ARE TO BE THREE TIGHT TURNS ARWND ITSELF WITHIN THREE INCHES.TWELVE GAGE HANGER WIRE SPACED 4 FOOT LINEAR LED LIGHT ON CENTER.SOURCE:ASM 0636 SECTION 2.3.4 FIXTURE PER PLAN G. CIUNGB CEILING CG PLANES WILL FO REQUIRE SITIVE BRACING. ­0NG.SOURCE:AS0 SECTION 5.2.8.E `a LATERAL FORCE BRACING NEOPRENE GASKET (2)LAYERS 5/8"GYP.BD OVER 21/2" H. CET NGSCONSIR DOFS WOR-NAM-ATTACHEDGYPSUMBOARDWON:I ELWNr ARESURROUNDEDBYANDCONNECTED PLANS X 20 GA.FRAMING AT 16" ER O.C. TO WALLS 00.SOFFITS THAT ARE LATERALLY BRACED TO THE SIRUC LIRE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. I NEW ALUMINUM FALSE MULLION,LOSS ry SOURCE:ASCE]-10 SECTION 13.5.6.2.2 EXCEPTION 2,ASTM ES80 SECTION 1.7 CORNER BEAD TYPICAL EILI L CNG AREAS OF 1000FR OR LESSSHALL BEEXEMPLA FROM HATER FORCE BRACING IRE REQUMENTS.SOURCE:ASTM B8D SECTION 1"WHITE GLAZING TAPE(DOUBLE STICK) +/-4„ '. � � L6 LATERAL FORCE BRACING SHALL BE 12 RE ON CENTER(MAXIMUM)AND BEGIN NO FARTHER TUN 6 FEET FROM WALLS.SOURCE: ASTM EW SECTION 5.2.8.2 SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM.WIRES ARE ARRAYED SO"FROM EACH OTHER PARTITION AS AND AT AN ANGLE NOT EXCEEDING 45"FROM THE PLANE OF THE CEIUNG.SOURCE:ASTM E58D SECTION 5.2.8.2 SCHEDULED GASKET OR CAULK, L. SEISMIC SPUWWIRESSHALLBEATTACHEJTOTHE GRIDANDMO ESTRUCNREWSUOIAMANNMWATTHEYGNSUPFORTA TYPICAL ALL ...Do F NOT IISTHAN Z00 POUNDS OR THE ACNAL DESIGN LOAD,WITH A SAFELY FACTOR OF 2,WHICHEVER S GREATER. EXISTING GLAZING (4)SIDES SOURCE:Ct roNES 34 M. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF WE CONNECTION OF WE—CAL STRUT TO SUSPENDED CEILING.SOURCE:ASHM SUSPENDED ACOUSTICAL Es60 SECTION 5.2.8.z CEILING K RIGID BRACING MAY BE USED M LIEU OF SPLAY WIRES.SOURCE:ASTM E580 SECTION 5.2.8.4 0. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO WE SUSPENSION SYSTEMS AND THE STRUCURE ABOVE.SOURCE:ASTM E580 1S PARTITION @ FALSE MULLION 11_ TOILET ROOM SOFFIT DETAIL I/ LIGHT SECTION P. THE VERTON SCA SITU MAY BE EMT CONWR,METAL.5ND50RA PROPRIETARY COMPRESSION POST. A8.2 3"=1'-0" AS.2 1 112"=1' 0" A8.2 1 1/2"=1'-0" WALL MOLDINGS Q. WALL MOLDINGS(PERIMETER CLOSURE AN(iB)ARE REQUIRED TO HAVE A HORIZONTAL MANGE 21NCHES WIDE.WE END OF WE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING,WE OTHER END SMALL HAVE A%INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE.SOURCE:ASTM ESBD SECTION 5.2.2,SECTION 5.2.3 SPREADER BARS PROVIDE DOUBLE BEADS R. TERMINAL ENDS OF MAIN RUNNEn MD CROA MEMBERS SHALL BETED TOGETHER OR—WME OTHER APPROVED MEANS TO OF ACOUSTICAL SEALANT PREVENr W ITS SPREADING.STABILIZER BARS,GOSS TEES OR DRIER MEANS M PREVENT SPREADING SHALL OCCUR WITHIN 8 M.OF EACH WALL.SOURCE:ASTM E580 SECTON 5.2A S. SPREADER BARSARENOTREQUIREDATPERIMETERSWHERERUNNERSAREATTACHEDDIRECRYTOQOSLIREANGLB.SPREAOEREARS ARE NOT REQUIRED IF A W DEGREE iNTERSECNRIG CROSS OR MAIN IS WITHIN 81NCHES OF WE PERIMETER WALL MANGER(SUSPENSION)WIRES T. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 11N 6 UNLESS(FIGURE 5A)COUNTER SLOPING WINES ARE PROVIDE). SOURCE:ASTM C06 SECTON 2.1.4 U. MANGER WIRB SHALL EI 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 FEET M CENTER.SOURCE:YSR4 aM SECTION 2.1 V. ANY MNNECRONDEVICEATTIESUPPO NGMNSTRUCTIONSH MLL PABLEOFGRRYINGN LE55TH IMPOUNM. CLIENT SOURCE:CTSG ZONES 34 PROVIDE ANODIZED W. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS THE MUST BE SUPPORTED WITHIN 8INCHES OF EACH WALL WITH A PERIMETER ALUMINUM ANGLE WIRE.SOURCE:ASTM ESW SECTION 5.2.6 X, BE WIRES HEREOLL NOT ATTACH To CT[ONS B DEDINDTSUSPEDING NSION,TERIAL TRAPEZE USPENSIONSHAI.LBEZE OR SOEDT RERsrWEDEADLOA SI�RR1�. TO MATCH STOREFRONT BE USED WHERE OBSITIUCTIONS PR MR DIRECT SUSPENSION.TRAPEZE SUSPENSIONMM 5.5®To STT E DEAD LOAD AND AL FIXTURES FORCES APPROPRIATE FO0.TiE SEISMIC CATEGORY.SOURCE:0.5TM ESBD SECTION 5.2.).9 ELECTRICAL FIXTURES Y. LIGHTFIXEABW.THIS WERE MAY BE ICI FOUNOURCE: SMEW SECTION MANGER WERE CONNECTED FROM TIE FIXNREro TIE CONSTRUCTION.ENERA CXONTR Y.INC. STRUCTUREAES WEIGHT G MORE TBESLACO SOURCE:UESS E580 SECTION HA.9 GENERAL CONTRACTOR Z. LIGHT FIXNRB WEIGHING MORE THAN ICI POUNDS AND LESS THAN 56Lffi SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING GWB PAINTED BLACK CORNERS OF WE LIGHT FIXNRE TO THE STRUCTURE ABOVE.THESE WIRES MAY BE SUCK SOURCE:ASTMESBD SECTION 5.3.5 M. LIGHT FIXTURES WEIGHING MORE TUN%LESS SHALL BE SUPPORTED OIRECRY FROM THE BTRUCNRE ABOVE BY APPROVED HANGERS,SOURCE:ASTM Me SECTION 5.3.6 AB. PENDANT MOUNTED FIKTURES SHALL BE DIRECTLY SUPPORTED FROM TIE STRUCTURE ABOVE USING A 9 GAGE WIRE OR AN APPROVED SIERRA ALTERNATE SUPPORT WITHOUT USING TIE CEIUNG SUSPENSION SYSTEM FOR DIRECT SUPPORT.SOURCE:ASM BW SECTION 5.3.) AC TANDEM FIXNRES MAY UTRIZE COMMON WIRES. - / MECHANICALSERVICES SERN CONSTRUCTION 8" #12 GA VERTICAL WIRE 8" AD. OR TO C LS OR RUNNERS WEIGHING LESS THAN 20 Rffi.SHALL T POS W ELV ATTACHE)S.THE CEILING AST SUSPENSION MAIN RUNNERS MAX. MAX. ORTYJCROSSRUNNERS W HAVE WESAMECANOTM GPACILYASMEMAINMU ,ISAWMO WS.4.1BDSECTIWS.4.1 14800 NE NORTH WOODINVILLE WAY HORIZONTAL STRUT TYPICAL AE. TERMINALS OR SEM TOES WEIGHING 20 CBS.BUN NOT MORE TUN 56 CIS.SHALLE.THESE IN ADDITION Tp 5.9.1,TWO 11 GAGE WIRB (- CON17IN000S CONNECTING THEM TO WE CEILUIG SYSTEM HANGERS OR WE STRUCTURE ABOVE.THESE WIRES MAY BE SLACK.BOURCE:A5TA E5�SECTION 5.9.2 WOODINVILLE,WA 98072 Y / 2'-0" AF. TERM INAS O0.SERVICES WEIGHING MORE THAN 56 Lffi.SHALL BE SUPPORTED DIRKRY FROM THE STRUCTIRE ABOVE BY APPROVED OFFSET MAX EXISTING WINDOW MULLION/ HANGERS.SOURCE:ASM ESBO SECTION 5.9.3 PROJECT EXISTING GLAZING SEISMIC SEPARATION JOINTS SIERRAL CONSTRUCTION AG. FOR CEIUNG AREAS E®ING 2,500 SQUARE FEET,A SEISMIC SEPARATION JOINTOR FULL HEIGHT WALL PARTITION TUT BREAKS THECEIUNGSHALLBEPROVIDEDUNLISSANALY56AREPERFORMEDO Ea NWBRACINGSYSl131,CLOSUREANGLBAND CASTING OPERATIONS TI ACP PROVIDE 3/4" \ PENETRATONS TO PROVIDE SUFFICIENNCLFARANCE.SOURCE:ASCE 7-10 SECTION 13.5.6.2.2 B 14 PARTITION (a) WINDOW MULLION 1/e"POP wvEr SPRINKLERS A8.2 3"=1'-0" SPACE OPPOSTO AN. FOR CEILINGS WITHOUT RIGID BRACNG,SPRINT HEAD PENETRATIONS SHALL HAVE A 21NCH OVERSRE RING,SLEEVE ORAMMR @ALL MEMBERS MAIN RUNNER OR CROSS TEE WALL \ THROUGHTHECEIUNGTLETOAUoWFRBMOVEMENr OFATLEASNIINCH IN PII HOTSIZONTAL DIRECTIONS FUNIEEHEAD ONE WALL DESIGN TAT CAN ACCOMMODATE I INCH FREE MOVEMENT SHALL BE PERMTTED AS AN ALTERNATE.SOURCE:ASIM MO SECTION PARTITION AS SCHEDULED \ 5.2.8.5 W 6108 188TH ST.NE WALL ANGLE MTL STUD ARLINGTON,WA COMPRESSION STRUT Description: NO: Date: FOR SIZE&NO SEE SCHED BELOW.W.ATTACH PERMIT SUBMITTAL 08/24/2020 G� LINE OF SILL BELOW(AS OCCURS) 4-#12 GA SEISMIC SPLAY BRACE WIRES @ PURLIN ABOVE W/ 2#8 SHT MTL SCREWS. DO NOT ATTACH TO PARTITION AS SCHEDULED 2-#12 14 GA SCREWS @ STUDS TO STIFFENERS. T-BAR ALUMINUM BRAKE SHAPE,.045,EXISTING 45° PICAL SCHEDULED CONCRETE PANE gNODIZED TO MATCH STOREFRONT PARTITION TYPE AS I MAIN RUNNER 45°TYPICAL SCHEDULED PER PLAN a ^ FIELD VERIFY ..,........_.. NEOPRENE GASKET, CROSS TEE SELF ADHESIVE EXISTING STOREFRONT SCHEDULE MAX.HT OF COMPRESSION STRUT SYSTEM STUD SIZE&GA SINGLE STUD DOUBLE STUD WINDOW TREATMENT, 1-5/8"x 20 GA SS 7'-8" 11'-8, _ WHERE OCCURS 2-1/2"x 20 GA SS T-7" 16'-6" 3-1/2"x 20 GA SS 7-1" 22'-9" ZT LINE OF WALL BEYOND 80OS200-54 29'-0" GLAZING PER ELEVATIONS EXISTING WINDOW MULLION 1-5/8"x 20 GA WC lo'-0" 11'-6" NOTE:ATTACH DOUBLE STUD WEB TO FLANGE W/#6 SCREW @ IW OC 1B TYP. WINDOW HEAD 14 PARTITION @ WINDOW MULLION C9Z SUSPENDED ACE DETAIL SEAC A8.2 1 1/2"=l'-0" A8.2 3"=l'-0" A8.2 3"=1'-0" 9459 NI:IiINyENH1Y '-�-- 6n ARI'1II I I:L'I -XDOUGGB _ F° SIB PIE SI'AI'f.IF N'A'l IIN11 TCNV SPACING P&WN,lI FWI EXISTING GLAZING •uxrci E LINE OF WALL BEYOND CAULK WINDOW TREATMENT, WHERE OCCURS IN GUARD RAIL APPLICATION, GWB SILL EXISTING STOREFRONT 11 GA STEEL RAIL CITY STAMP: SYSTEM `q ... _ FIELD VERIFY 1/2"STEEL PLATE W/ (4) EXPANSION BOLTS In PER MFG.RECOMMENDATION a< PARTITION TYPE AS CONCRETE STAB SCHEDULED A WALLS &CEILING EXISTING CONCRETE PANE 1-0 DETAILS OR PERAMFG Proj.No:20.0001702.000 Reviewed By:TS/MS _1_7_ TYP. WINDOWSILL 12 BOLT-DOWN BOLLARD/GUARDRAIL A6.2 1 1/2"=1'-0" A8.2 1 1/2'=I'-0" A8.2 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: "t t ❑ AM ❑ PM DATE: JOB ADDRESS: I !) � ? }r.1 LOT#: PROJECT: TYPE OF INSPECTION: OTHER: L;l!,tJ_' � � ti i,�' !� �-tL �• �'-; ,_❑ NO PERMIT-STOP WORK-OBTAIN PERMIT 1 3-7 t - 41=G ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $SO REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 i INSPECTOR _ DATE / M PLANNING O CIVIL O BUILDING CITY OF ARLINGTON tic CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360A03-3417-Permit Center:360-403-3551 BUILDING PERMIT 6108 188th Street NE Bldg.c Permit#:3413 Permit Expiration Date:03/02/2021 Parcel#: 31052200101000 Valuation:900000.00 OWNER APPLICANT CONTRACTOR SMARTCAP 188TH STREET Nelson Worldwide SIERRA CONSTRUCTION CO DEVELOPMENT QQZB LLC 8201 164TH AVE NE,SUITE 110 1200 Fifth Avenue 14800 NE North Woodinville Way REDMOND,WA 98052 Seattle,WA 98101 Woodinville,WA 98072 206-408-8645 425-847-5200 LIC:5IERRCC145N8 EXP:03/31/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Tenant Improvement CODE YEAR: 2015 STORIES: 1 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL = The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI10/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales turn form and coded City of Arlington#3101. Print ame D e Re eased B Date CO DITIONS ADHERE TO APPROVED PI .3.A REDUCED PRESSURE BACKFLOW ASS- .SLY(RPBA)IS REQUIRED AT SERVICE AND CAN BE INSTALLED INSIDE THE MECHANICAL ROOM BEFORE ANY BRANCHED CONNECTIONS. APPROVED JOB COPY SHALL BE ONSITE FOR CONTRUCTION AND INSPTECTIONS.CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 09/21/2020 Building Permit Fee $7,681.74 09/21/2020 Processing/Technology Fee $25.00 09/21/2020 State Surcharge-Commercial $25.00 09/21/2020 Building Plan Review Fee $4,993.13 Total Due: $12,724.87 Total Payment: $0.00 Balance Due: $12,724.87 CALL FOR INSPECTIONS Call by 3:30 pm for next day Inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 6108188th Street NE Bldg.a Permit#:3413 Permit Expiration Date:03/02/2021 Parcel#: 31052200101000 Valuation:900000.00 OWNER APPLICANT CONTRACTOR SMARTCAP 188TH STREET Nelson Worldwide SIERRA CONSTRUCTION CO DEVELOPMENT QQZB LLC 8201 164TH AVE NE,SUITE 110 1200 Fifth Avenue 14800 NE North Woodinville Way REDMOND,WA 98052 Seattle, WA 98101 Woodinville,WA 98072 206-408-8645 425-847-5200 LIC:SIERRCC145N8 EXP:03/31/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Tenant Improvement CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: l OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. _11 . Signature Print Name Date Relcuse(Nij Date CONDITIONS ADHERE TO APPROVED PLANS.A REDUCED PRESSURE BACKFLOW ASSEMBLY(RPBA)IS REQUIRED AT SERVICE AND CAN BE INSTALLED INSIDE THE MECHANICAL ROOM BEFORE ANY BRANCHED CONNECTIONS. APPROVED JOB COPY SHALL BE ONSITE FOR CONTRUCTION AND INSPTECTIONS.CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVI wAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 09/21/2020 Building Permit Fee $7,681.74 09/21/2020 Processingrrachnology Fee $25.00 09/21/2020 State Surcharge-Commercial $25.00 09/21/2020 Building Plan Review Fee $4,993.13 Total Due: $12,724.87 Total Payment: $0.00 Balance Due: $12,724.87 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an Inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon THIS IS NOT AN INVOICE SAFEbuilt.,, WASHINGTON SAFEbuilt Project Support Services for the City of Arlington,Washington 1621 114th Ave SE Suite 219 PROJECT: BLD 3413 Casting Operations TI-Arch.&Struct.at 6108 188ths St NW Bellevue,WA 98004 Review Performed by:Tawna"Lou"Tyler 9/17/20 (425)818-5237 BLD 3413 Casting Operations TI - Arch. & Struct. at 6108 188ths St NW - City of Arlington CITY RETAINED SFCC TOTAL CITY SAFEBUILT PROJECT COA PERMIT BLDG/ SQ FT PER BID VALUATION CITY PROCESSING WA STATE CITY BLDG CITY PLAN BLDG PERMIT& PROJECT SUPPORT @ NUMBER OCCUPANCY ICC FOR TI SURCHARGE PERMIT FEE REVIEW FEE PLAN REVIEW SUPPORT @ 30%(+ BVD FEE @ FEE 70% CITY/STATE FEES) 3413 F-2,A-2,6, F-1,S-1 56,937 N/A $900,000.00 $25.00 $25.00 $7,737.74 $5,029.53 $12,767.27 $8,937.09 $3,880.18 GRAND TOTALS: $900,000.00 $7,737.74 1 $5,029.53 1 $12,767.27 1 $8,937.09 $3,880.18 PER PROJECT SUPPORT CONTRACT,THE FOLLOWING IS TO BE BILLED PER PROJECT SUPPORT PERCENTAGES. PERCENTAGE BREAKDOWN AND TIMELINE TOTALS BILLED/DUE DATE Plan Review fee(s)at 70%of City Plan Review Fee: 1 $3,520.67 9/17/2020 Remaining Balance owed: $5,416.42 THE FOLLOWING PERCENTAGES ARE TAKEN FROM THE REMAINING BALANCED OWED: 40%Invoiced at Permit Issuance: $2,166.57 TBD 25%Invoiced three(3)months after permit issuance: $1,354.10 TBD 25%Invoiced six(6)months after permit issuance: $1,354.10 TBD 10%Invoiced within thirty(30)days after Final Inspection is completed: $541.64 TBD TOTAL: $8,937.09 Sq Ft.Construction Cost determined by the ICC Building Valuation Data updated August 2020 https://www.iccsafe.org/products-and-services/i-codes/code-development-process/bu i Id ing-va Iuation-data/ Document last updated:9/29/2020 By Shawna Locher (206)375-5440 THIS IS NOT AN INVOICE Slocher(@SAFEbuilt.com Date: 04/17/2026 Permit#: 3413 Permit Date: 09/03/2020 Review Date: 09/03/2020 Perm Type: COM M IRCIAL ALTERATION Review Type: COMM IRCIAL ALTERATION Target Date: 09/17/2020 Scheduled 00:00 Tim e Com pleted 09/14/2020 Date: Description: an RPBA is required at service the RPBA can be installed inside the in xhanical room before any branched connection.Gus Review Status: Assigned To: PW WAT-REV Tim eIn: 09:30 Time O tt: 09:45 H oars: 0.25 Notes 09/21/2020 an RPBA is required at service the RPBA can be installed inside the in Thanical room before any branched connection.Gus Property Information Parcel#: 31052200101000 C ASTING OPERATIONS LLC CASTING OPERATIONS LLC 2 1218 76TH AVE S 18410 63rd Avenue NE K ENT, WA98032 Zoning: 100 BUSINESS/ PROFESSIONALLot: Block: Permit#: 3413 Permit Date: 09/03/20 Permit Type: COMM HZCIAL ALTERATION Project Nam e Casting Operations Applicant Nam a Nelson W crldwide Applicant Address: 1200 Fifth Avenue Applicant, City, State, Zip: Seattle, WA98101 Contact: Todd Schutz Phone: 206-408-8645 Em al: tschutz@nelsonww.com Scope of Work: Office and m awfacturing Valuation: 900000.00 Square Feet: 78880 Num ber of Stories: 1 Construction Type: 1113 O xupancy G ioup: F-1; Factory Mod. Hazard ID Code: CIC Permit Issued: 09/24/2020 Permit Expires: 03/23/2021 Form Permit Type: Status: LASERFICHE Assigned To: Property Parcel# Address L egal Description O wner Nam e Caner Phone Zoning Section 22 Township 31 Range 05 Quarter NE PAR 31052200101000 1 8410 63rd Avenue NE C CITY ARL BLA FILE NO CASTING 100 BUSINESS/ PLN-587 REC AFN OPERATIONS LLC PROFESSIONAL 201909245004 BEING PTN NW 1/4 NE1/4 SD SEC Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License# SIERRA 425-487-5200 14800 NE North CONSTRUCTION COA 6 00 634 891 CONSTRUCTION CO Woodinville Way CONTRACTOR SIERRA 425-487-5200 14800 NE North CONSTRUCTION Labor& SIERRCC 145N8 CONSTRUCTION CO Woodinville Way CONTRACTOR Industries Inspections Date I nspection Type D escription S cheduled Date C om lieted Date I nspector S tatus 04/12/2021 C20.BUILDING Com lieted FINAL Building Occupancy 03/31/2021 C20.BUILDING Approved Building Approved FINAL Inspections by SAFEbuilt are com liete Plan Reviews Date Review Type D escription A ssigned To R eview Status 09/03/2020 COMMIRCIAL BUILDING ALTERATION 09/03/2020 COMMIRCIAL No com m nts,LT P W ADMIN-GIS ALTERATION 09/03/2020 COMMIRCIAL PW-SEW REV ALTERATION COMMIRCIAL an RPBA is required at service the RPBA can be installed 09/03/2020 ALTERATION inside the m(rhanical room before any branched PW WM-REV connection.Gus Fees Fee D escription N otes A m amt Building Perm i T able 4-1 $7,681.74 Processing/Technology $25.00 State Surcharge-Com m ecial C om m ecial Only $25.00 Building Plan Review T able 4-2 $4,993.13 Total $12,724.87 Attached Letters Date Letter D escription 09/03/2020 Building Perm i Paym arts Date Paid By D escription P aym art Type A ccepted By A m amt 09/24/2020 Sierra Construction Check#309236 K ristin Foster $12,724.87 Com lany O dstanding Balance $0.00 Notes Date Note C reated By: 12/15/2020 Address changed after perm i issuance from 6108 188th Street Bldg.C to 18410 63rd Avenue. K ristin Foster 11/03/2020 Received revised subm ital for IMP partitions. K ristin Foster 10/21/2020 Received electronic copies of revised plans,waiting for hard copies. K ristin Foster 09/21/2020 an RPBA is required at service the RPBA can be installed inside the m whanical room before Kristin Foster any branched connection.Gus Uploaded Files Date F ile Nam e 10/07/2021 9847715-3413 IC 3.31.2021.pdf 09/24/2020 7412548-3413 Issued Perm i.pdf 09/03/2020 7294174-3413 Application.pdf 09/03/2020 7294173-3413 ArchitecturalPlans.pdf Psm CONSULTING ENGINEERS Structural Calculations for CastingOperations T. I. IMP Partitions & Ceilings 6108 1 88th Street NE Arlin ton WA � - f g 1p ST(�8� c�1v G PSIUN�pI s o Q •lN r<; CP October 13 2020 A6 OF STRUC��,��`' ASS lON PSM #20154 2200 61-H AVENUE, #601 WWW.PSM-ENGINEI-RS.COM PHONE 206-622-4580 SEATTLE WASHINGTON 98121 USA FAx 206-622-0422 Wall/ceiling Data Sheet System a rw$ c, tic 4 Tft�� ' ta 01 Product Specification Panel Lengths: 8'-0"to 52'-0" _...._. .........._- .. ._...- ... _. ..__...... _ Panel Joint. Double tongue and groove in erloci/ng rainscreen joint ..._ ._,_......... _._. __.._ —._ _._ _ ........._.... ._. Interior Face: 26.24 or 22 Ga.Shacowl,ne profiled embossed G-90 galvanized or Galvalurne�pre-painted steel ..........._...... ....... Application: Vertical arid horizontal Cover Widths: 45' Panel Thickness: z' o" 4 6 -- ... __. ............-----------., m R-value: 7.5 per inch ASTIw4 0518 @ 75 mean ternperature 8,25 per inch AS T M G518 5 35 n-ean temperalure .......... ... .............. _ Exterior Face. 26,24 or 22 Ga.ShadoKlire profiled embossed a-90 galvanized or Gaivalumea pre-painted steel _.... _. ........... .. ----....._.. ._... ......._._. Reveal Options: Standard /a"vertical application,standard 3/q`horizontal application interior Face Shadov,Ohe Exterior Face CS'Ooverage(1.143mi7i) A premium engineered walllceiling system for Panel resign interior applications. Specially designed to meet KS45 Shadovdine panels utilize a superior joint design with a caulked today's high performance standards in a Wide seal provision that provides excellent air infiltration and water pene`ration variety of environments. Features a non-CFC test results.Panels are produced in the attractive Shadow^,nine stucco polyurethane insulating core. embossed or smooth profiles on both the exterior and inter for face.. Applications Panel coverage is ab:ailable in standard 45-3/8'vdidth_ KS45 Shadoodine panels are ideal for Interior walls and ceilings in Customer Options cold storage buildings,food and meal processing plants,critical Choose from 20 in-stock FlurcpoW colors or select a custor n color to tcmperafure and controlled environment,areas as well as in medical match your reeds.Foi interior heavy wash down environr;n'ents, Or ph:armaeeUtical faCliitieS. The Superior englnecred,Dint asSurF,-s a plastisol{PVC;)coatings as Well as Stainless steel facings are available. tight,well designee vapor harrier in enclosiires of any size. JE. 1141t b � &f Ek KS45 Shadowline Wall/ceiling Data Sheet System Test Procedure Results Fire FIVI 4880 Class 1 Fire Rating of Insulated\Nall or Wall and Roof/Ceiling Panels, Interior Finish Materials or Coatings,and Exterior Wall Systems .................... ................ .......................... ...... .......... . ...... ASTM E84 Flarne Spread:25 ci Less Smoke Developed:4050 or Less ............................... .................. Standard Methods of Firn,Endurance-tests of Building Construction and Mwenals .......... ULC-S102 Standard Method of Test for Surface Building Cilaracteristics. of Building Materials and Assemblies ........... ...... ................ .................- ULC­S127 Standard Cornet,Wall Method of-rest for Flammability Characteristics of Non-Melting Building Materials LJBC26-4 NFPt'\285 Standard Fire.Test Method for Evaluation of Fire Propagate . Characteristics of Exterior Non-Load-Bearing Wall As.sernblies Containing Combustible Components NFPA 259 Standard Fire Test Method for Evaluation ofFirc Propagation Characteristics of Exterior Non-Load-Bearing gall Assemblies Containing Combustible Components Toxicity Test State of Nev.,York,Ai4icle 15,Part 4'20 Kingspan panels are in con-i-pliance of the Nevv Ycrk State Uniform Fire, Prevention Code ............. ..........­_­_.__..__ 1 ­1----------------- -----....... .......... Strength FM 4881 Approval Standard for Class 1 Exterior Wall Systems ........... 1­1111-11.1-.............­­11.-............... .......... ASTM E72 Chamber Method Panel load/spin and deflection tables are available ................ ............................. _­­­............. .........................­­111.11_1......... ............. Thermal Transmission AST M C51 8 2"R 15 t U-0.067 25"R=19!U=0.053 3"R 24 r U=0,042 4"i.R=32 U 0,031 5'i R 411 U O�024 61'R-49 U1 0.020 ............ Air Infiltration AST KAI E283 0,003 CFM/ft2 of Panel Area W,6.24 psf .............. ............. Water Penetration ASTIVi E331 No Water Penetration at 20.0 psf .......... .......... Fatigue Test Subjected to 2 million alternate cycles of No metal/foarn delarnination or metal fatigue 20 PSF positive and negative wind loading .......... .......... .............. ............ Humidity Test Sample subjected to 100%relative No evidence of metal prin-er corrosion humidity at 140'F for 1000 hours ........... Autoclave Test Sample placed in Prt autoclave device No evidence of delan',ination and pressurized to 2 PSI at 212 IF f mr 2Vaui s . 2 h .........--------- ...........- ................. ............ Skin Delamination No skin delaminaii.on with direct Pull off Pressure up to 1188 Qsf Kingspan USA Deland,FL;386-626-6789 Modesto,CA 41:209-531-9091 www.kingspanpanels.us Kingspan Canada Caledon,ON:905-951-5600 Langley,BC t:604-607-11011 w*w.kingspanpanels.ca Fcf t'IP,t)7t-MCt ii)01hy`nlarxeis 1,1101"IC YOLIF 10CZI SF,6S 'AS11 iWWsitl Kingspart. 2 Issue 1:3/201.4 FOR REFERENCE ONLY Weight Table ;JUO berh e. WEIGHT PER SQ. FT. 26 GA/26 GA 24 GA/26 GA 24 GA/24 GA PANEL THICKNESS 2 2.05 2.20 2.35 2.5" 2.13 2.28 2.43 3" 2.21 2.36 2.51 4" 2.34 2.51 2.68 5" 2.55 2.70 2.85 6" 2.72 1 2.87 3.02 Kinv?pan.,, 877-638-3266•(386)626-6789•Fax(386)626-6884 (209)53" 9091 • Fax(209)5131-9055 Insulated Panels %Nrw%.v.kincspanpanels.us Revised4,"2010 FOR REFERENCE ONLY 3 0 0 S le em -�an TabI6 s�Akwqble ALLOWABLE SPAN IN FEET PANEL THICKNESS SPAN CONDITION U120 Deflection Design Load Z' single span 16'-10" 2.5" single span 19i-101' X single span 22'-10" 4" single span 28'-7" 51' single span 331-10" 61' single span CONDITIONS: NOTES TO TABLE: Panel Series: 300 11 Spans shown are simple and limited by deflection under uniform Design Parameter: Uniform Load 5 PSF load only. Spans may be governed by other factors including deflection due to terriperawre differentials, multiple spans, Fastening Method: Contact Kingspan Technical Services for negative wind pressute and connection points required for fastening requirernents. fasteners.Consult Kingspan for specific project applications. Exterior Face: 26 Ga.Galvanized Steel v"' Interior Face: 26 Ga.Galvanized Steel V' 1<1oft AM 1ig n,, 877-638-3266-1386)626-6789 o Fax(1386)626-6884 9S (209';53 11-9091 - Fax('209)531-901-5 Insulated Panels vrvvw.king span panels.us Revised 5/2010 FOR REFERENCE ONLY '° 300 Series 26/26 - 2" Sp A Wind Load Analysis K"ANu" AN Allowable Span for Panel Single Span Double Span Triple Span Load Span Governing Span Governing Span Governing P5F Ft-In Factor Ft-In Factor Ft-In Factor 5.00 30'-1" Deflection 6.00 28'- 1" Deflection 7.00 26'-5" Deflection 8.00 25'-1" Deflection 22'-4" Int Supt.P.O. 9,00 23'-11" Deflection 19'-11" Int Supt. P.O. 10.0( 22'-11" Deflection 18'-1" Int Supt,P.O. 11.00 22'-1" Deflection 16'-6 Int Supt.P.O. 12.00 21'-3" Deflection 15'-2" Int Supt, P.O. 16 -8" Int Supt.P.O. 13.00 20'-7" Deflection 14'- 1" Int Supt.P.O. 15'-5" Int Supt.P.O. 14.00 19'-3" End Connection 13'-2" Int Supt. P.O. 14'-4" Int Supt,P.O. 15.00 18'-0" End Connection 12'-4" Int Supt, P.O. 13'-5" Int Supt.P.O. 16.00 16'-111, End Connection 11' 8" Int Supt.P.O. 12` 7 Int Supt, P.O. 17.00 15`-11" End Connection 11'-0" Int Supt,P.O. 111-101, Int Supt P.O. 18,00 15'-0" End Connection 10'-5" Int Supt.P.O. 11'-2" Int Supt.P.O. 19.00 14'-3'. End Connection 9'-11" Int Supt. P.O. 10'-8 Int Supt. P.O. 20.00 13` 6" End Connection 9'-6" Int Supt.P.O. 101 '" Int Supt.P.O. 21.00 121-1fl" End Connection 9'-1" Int Supt,P.O. 9' 8," Int Supt.P.O. 22,00 12'-3" End Connection 8'-9" Int Supt, P.O. 9'-3" Int Supt.P.O. 23.00 11'-9" End Connection 8'-4" Int Supt.P.O. 8'-10" Int Supt.P.O. 24.00 11'-3" End Connection 8'-1" Int Supt.P.O. 8'-6" Int Supt. P.O. 25.00 10'-101, End Connection 7`-9" Int Supt. P.O. 8`-2" Int Supt. P.O. MOTES: 1) Section properties,ultimate values and safety factors used to generate this table: 1,=1.8821 In4/Ft Sbf=0,9377 Ins/Ft Sbi =0,9445 lns/Ft z E=29 500,000 psi A�=47.54 In /Ft G�=408 psi Fb =22223 psi w/Safety Factor=2.50 F =21.55 psi wl Safety Factor=3.00 End Connection=945 Lb w/Safety Factor=2.00 Int Connection=3286 Lb wl Safety Factor=2.00 End Supt.P.O.=2296 Lb w/Safety Factor=3.00 Interior Supt.P.O.=2296 Lb w/Safety Factor=3.00 2) An allowable deflection of U180 was used to generate this table. 3) Deflections are based on positive(inward)forces only. 4) This table assumes 2 Hidden Screws with Clip Only, 5) This table assumes 1 interior clip with 2 fastener(s)and 1 end clip with 2 fastener(s). 6) The calculated dead weight of the panel is 2.53 psf and has not been considered in the tabulated Toads shown above, 7) Panels must be checked independently for thermal stress and manufacturing and shipping considerations. 8) This analysis was prepared on January 21,2016 using SpanPro Release 3, Seta 12. JOB: T1, 11 PS M DATE: BY. 1-2• U 2 Z- CONSULTING ENGINEERS SUBJECT 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com z Ar tj 42, 0- -511111 'W" o lqt f"I A f F- lot v P�--l-----,— I v cl ;�fooz'T kiXce'l Psm CONSULTING ENGINEERS Structural Calculations for CastingOperations T.I. IMP Partitions & Ceilings 6108 1 88th Street NE Arlington WA 10.10. G �AV1U 3T �� October 20, 2020 /1 r1 NAI PSM #20154 2200 6TH AVENUE, #601 WWW.PSM-ENGINEERS.COM PHONE 206-622-4580 SEATTLE WASHINGTON 98121 USA FAX 206-622-0422 f KS45 Shadowline Wall/ceilingData Sheet System r Product Specification Panel Lengths: 8,-0`to 52,-0" Panel Joint- Double tongue and groove interlocking rainscreen Faint ............................... ... _.... ._ ._ .. Interior Face: 26,24 or 22 Ga.Snaco?ji ne Profiled embossed G-90 galvanized or Gaivalume"'pre-painted steel ... --- Application Vertical and horizontal Cover Widths: 45" _ ..... Panel Thickness: 3 d `> 6 _._ ......_.._ _._.............._ ... _. .__. R-value: 7.5 per inch ASTK/l C518 @ 75 mean temperature 8.25 per inch AS I M C518 35 mean temperature Exterior Face: 26,24 or 22 Ga.Shadouiine profiled embossed G-90 galvanized or Galvalume'=pre-painted steel Reveal Options: Standard 'Jn'ver loaf application,standard 3,•'8°horizontal application Interior Face af'ladcav1ir:e Exterior Face snadrnvline �5'Goveraae 0,t 43rmc) A premium engineered Wall/ceiling system for Panel Design interior applications.Specially designed to meet KS45 Shadowli,e panels utilize a superior joint design will)a caulked today's high performance standards in a Wilde seal arav s"son Y rat pro•rdos erceliert a7 infiltratian and water pene'.ration variety of environments. Features a non-CFC test results.Panels are produced in the attractive Shadowillne stucco polyurethane insulating Core. embossed or smooth profiles on both the exterior and interior face. Applications Panel coverage is available in standard 45-Va',,vidth. KS45 Sh.dowline panels are ideal=or interior vvalls and ceilings in Customer Options cold storage buildings,food and meat processing plants,critical Choose from 20'' siock iluropon'colors or select a cus*om color to, terriperatuie r d cortrollea environn'ent areas as well as in rinedical match your reeds Foi interior heavy wash down e^virostirenis, or pharmaceutical facilities.The sure;for engineered oint assures a plastisol(PVC)coatings as wolf as stainless steel facings are available. tsght,well designed vapor barriei in enclosures of any size. W ek R y P an,�y R Kings-pan , KS45 Shadowline Wall/ceiling Data Sheet System Test Procedure Results Fire FM 4880 Class I Fire Rat ing of Insulated Wall or Wall and Roof/Ceiling Panels, Interior Finish Materials or Coatinas,and Exterior VVail Systerns ............ ................ ASTM E84 Flame Spread:25 or Less Sn-toke Developed:450 or Less .................................. -..............._.......... __........... ULC-S101 Stai 1dard Methods of Fir(,,F-r-idurarice Tests of Building Construction and Miatenals ........... ............-.......... .......... .......... ..................... ULC-S102 Standard Method of Test for Surface Building Criaracterist'Us of Building Materials and Assemblies ................ ........................... ----------------------------------­­.................. ULC-S!27 Standard Corner V%fall Method of Test for Flammability Charactetistics of Non-Melting Bulding Materials ----------­* - - "'- -,- LJBC26-4 NFPA 2851 Standard Fire.,Test IMPIhod for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing Vllall'AssernUieF Containing Combustible Components .......... ........... ........... ............. NFPA 259 Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing Wall Assemblies Containing Cornbusi ible Components ........................ .......... .......... Toxicity Test State of New York.Article 15,Part 1"20 Kingspan panels are in con-iPliance of the Nevv York Slate Uniforrin Fire, Prevention Code .............. I..........­­.. ..------------------_------------ ............. .............. ---- ------ Strength I'M 4381 Approval Standard lor Class 1 Exterior Wail Sys!ems ASTM E72 Chamber Method Panel load/span and deflection tables Pro available .................. ........ --- ....... Thermal Transmission AST M C5I 8 2"R 15 U 0,067 2,5"R 19 j U 0-053 .......... ....... 3"R 24/U=0.042 4"R 32'Ll 0.031 5'R 41 '1 U 0.024 &'R 49 U 0.020 ................. Air Infiltration ASTM E283 0.00-1 CFMi"ft2 of Panel Area at6.24 psf ..........­.­----------........... Water Penetration ASTM E331 NoWater Penetration at 20.0 psf ............... .................. ............... ............ ............ Fatigue Test Subjected to 2 million alternate cycles of No metal foam delarnination metal fatigue 20 PSF positive and negative wind loading .............. Humidity Test Sample subjected to 100%relative No evidence of metal ptinler corrosion humidify at'40"F for 100.0 hours Autoclave Test Sample placed in an autoclave device No evidence of delan-mation and pressurized to 2 PSI at 212'F for-2'/2 hours ........................ Skin Delamination No skin delaminaLion with direct Pull off pressure up to 1188 psf ............... ........... Kingspan USA Deland.FL:386-626-6789 Modesto,CA t:209-531-9091 wviw.kingFPanpaneIs.us Kingspan Canada Caledon.ON:905-951-5600 Langley,BC V 604-607-1101 W',%va.kingsr)aripanels.ca cr tile o7ritjct offs hil ill 0'w' mi,fxels corllacl Vour t­i te;'-'(�­c tir.' Rw"�j 11,nn 11:"*�"'�­:�."";�c!­'1. _6l­, Kingspan. 2 Issue 1:3/2014 FOR REFERENCE ONLY ® y Aft WEIGHT PER SQ. FT. 26 GA/26 GA 24 GA/26 GA 24 GA/24 GA PANEL THICKNESS 2' 2.05 2.20 2.35 2.5" 2.13 2.28 2.43 2.21 2.36 2.51 Of—IS y,--, 4" � fi 2.34\ 2.51 2.68 5" 2.55 2,70 2.85 6" 2.72 1 2.87 3.02 KinV"sspn.1-1 877-638-3266•(386)626-6789•Fax(336)626-6884 f209)531. 9091 •Fax t20 i 531 9055 Insulated Panels v.J,v✓.I<incspanpanels.us Revised FOR REFERENCE ONLYKA iei1,n'tprinr P rtitinn, Allowable Span �6, 3 U ALLOWABLE SPAN IN FEET PANEL THICKNESS SPAN CONDITION U120 Deflection Design Load 2" single span 16'-10" 2.5" single span 19'-10" 3° single span 22'-10" 4" single span 8' " 5 single span 33'-10' 6" single span CONDITIONS: NOTES TO TABLE: Panel Series: 300 1 j Spans shown are simple and 1,mited by deflection under uniform Design Parameter: UniformLoad 5 PSF load only. Spans may be governed by other factors including deflection due to temperature differentials, multiple spans, Fastening Method: Contact Kingspan Technical Services for negative +.rind pressure and connection points re cured for fastening requirements. fasteners.Consul Kingspan for specific project applications. Exterior Face: 26 Ga.Galvanized Steel Interior Face: 26 Ga.Galvanized Steel ✓ Ki 0 87 7-638-3266•(386)626-6739 o Fax(386')626-6884 n,,*vs n,. (209)53';-9091 • Fax(209)531-9055 Insulated Panels vJdolv.kingspanpanels.Lis Revised 5/20 0 FOR REFERENCE ONLY 41' 300 Series 26/26 - 42" K­`­ IN u," N" P 'A' N Wind Load Analysis Allowable span for Panel Load Single Span Double Span Triple Span Span Governing Span Governing Span Governing PSF Ft- in Factor Ft-In Factor Ft in Factor 5.00 30'-1" Deflection 6.00 28` 1" Deflection 7.00 26'-5" Deflection 8.00 25'-1" Deflection 22'-4" Int Supt.P.O. 0 23" 11" Deflection 19'-11" Int Supt.P.O, 10.0 -1 Deflection 18'-1" Int Supt.P.O. 11.00 22'-1" Deflection 16'-6" Int Supt. P.O. 12.00 21'-3" Deflection 15'-2", Int erupt. P.O. 16' -8" Int Supt.P.O. 13.00 20'-7" Deflection 14' V Int Supt.P.O. 15'-511 Int Supt.P.O. 14.00 19'-3" End Connection 13'-2" Int Supt,P.O. 14' 4" Int Supt.P.O. 15,00 181-0" End Connection 12'-4" Int Supt-P.O. 13,-5" Int Supt.P.O, 16,00 16,-11" End Connection 19'-8" Int Supt. P.O. 12'-7" Int Supt, P.O. 17.00 15'-11" End Connection 11'-0" Int Supt,P.O. 11'-10" Int Supt.P.O. 18.00 16-0" End Connection 10,-5 Int Supt. P.O. 11'-2 Int Supt.P.O. 19.00 14' 3" End Connection 9'- 11" Int Supt.P.O. 10'-8", Int Supt. P.O. 20.00 13'-6" End Connection 9-6" Int Supt,P.O. 10 1" Int Supt,P.O. 21.00 121-10" End Connection 9'- 1 , Int Supt,P.O. 9' 8" Int Supt.P.O. 22,00 12'-3" End Connection 8'-91, Int Supt. P.O. 9'-3" Int Supt. P.O. 23.00 11'-9" End Connection 8' 4" Int Supt.P.O. 8' 10" Int Supt.P.O. 24.00 11'-3" End Connection 8'-1" Int Supt,P.O. 8'-6" Int Supt. P.O. 25A0 10'-101, End Connection 7'-9 Int Supt. P,O. 8'-2" int Supt.P.O. NOTES: 1) Section properties, ultimate values and safety factors used to generate this table: t,=1.8821 In41Ft Sef=0,9377 In31Ft Sbj =0,9445 In z E=29,500,000 psi A,=47.54 In (Ft GG=408 psi Fb =22223 psi wl Safety Factor=2.50 Fv =21.55 psi wl Safety Factor=3A0 End Connection=945 Lb wt Safety Factor=2.00 Int Connection=3286 Lb w;Safety Factor=2.00 End Supt.P.O.=2296 Lb wI Safety Factor=3,00 Interior Supt. P.O.=2296 Lb wl Safety Factor=3,00 2) An allowable deflection of Lf180 was used to generate this table. 3) Deflections are based on positive(inward)forces only. 4) This table assumes 2 Hidden Screws with Clip Only. 5) This table assumes 1 interior clip with 2 fastener(s)and 1 end clip with 2 fastener(s). 6) The calculated dead weight of the panel is 2,53 psf and has not been considered in the tabulated loads shown above. 7) Panels must be checked independently for thermal stress and manufacturing and shipping considerations. 8) This analysis was prepared on January 21, 2016 using SpanPro Release 3, Beta 12. JOB: 71, PSM DATE: BY: u 7-- CONSULTING ENGINEERS SUBJECT 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 9812 OFFICE 206.622.4580 www.psm-engineers.com zl c' P(o 0 A (4 WT- A REVISION C; r- THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE CODE: 2015 INTERNATIONAL BUILDING CODE STRUCTURALLOADS CEILING LIVE LOEAD: TYPICAL CEILING LIVE LOAD=10PSF,NOT CONCURRENT WITH ROOF LIVE AND SNOW LOADS EARTHQUAKE LOADS: SEISMIC RISK OCCUPANCY CATEGORY:II SEISMIC IMPORTANCE FACTOR,le=1.0 MAPPED ACCELERATIONS,Ss=0.895 S1=0.394 SITE CLASS=D DESIGN ACCELERATIONS,Sds=0.500 Sdi=0.424 SEISMIC DESIGN CATEGORY:D BASIC SEISMIC FORCE RESISTING SYSTEM:EXISTING STRUCTURE ANCHORAGE TO HARDENED CONCRETE: WHERE EXPANSION ANCHORS ARE SPECIFIED,USE"HILTI KWIK BOLTTZ"(REFERENCE ICC REPORT ESR-1917). WHERE SCREW ANCHORS ARE SPECIFIED,USE"SIMPSON TITEN HD"(REFERENCE ICC REPORT ESR-2713). WHERE EPDXY ANCHORS ARE SPECIFIED,USE"HILTI HY-200"OR"SIMPSON SET-XP"(REFERENCE ICC REPORT ESR-3187 AND ESR-2508). "HILTI HIT-RE 500",AND'SIMPSON SET"MAY NOT BE USED,UNLESS SPECIFICALLY PRE-APPROVED BY THE STRUCTURAL ENGINEER. Psm FOR EPDXY ANCHORS,USE Al 93TAN GRADE B7 THREADED ROD,UNLESS OTHERWISE NOTED. HOLES MUST BE CLEANED OFF DU DUST AND DEBRIS AND BE FREE OF STANDING WATER WHEN EPDXY IS INSTALLED.SPECIAL INSPECTION OF EPDXY ANCHORS IS REQUIRED.DO NOT CUT ANY REINFORCING BARS TO INSTALL ANCHORS.DEFECTIVE HOLES SHALL BE FILLED SOLID WITH EPDXY. FOR ANY SUBSTITUTIONS TO THE ABOVE,THE CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL U ENGINEER MANUFACTURER'S LITERATURE DESCRIBING THE ANCHORS AND LISTING ICC APPROVED Z_ ALLOWABLE SHEAR AND TENSION VALUES. vi COLD FORMED STEEL(CFS): W COLD FORMED CARBON OR LOW-ALLOY STEEL FRAMING MEMBERS SHALL BE MANUFACTURED BY LL1 p MEMBER OF THE STEEL STUD MANUFACTURERS ASSOCIATION,SSMA,AND SHALL COMPLY WITH ICC z `0 REPORT ESR-3064P.ALL MATERIAL SHALL BE GALVANIZED AND CONFORM TO ASTM A653 OR ASTM H O A1003.ALL 12,14 AND 16 GAUGE(97,68 AND 54 MILS THICK RESPECTIVELY)MATERIAL SHALL BE GRADE 50(FY=50KSI).ALL 18,20,22,AND 25 GAUGE(43,33,27 AND 18 MILS THICK,RESPECTIVELY) W N q MATERIAL SHALL BE GRADE 33(FY=33KSI).THE DESIGN,INSTALLATION AND CONSTRUCTION OF W LOAD-BEARING AND NON LOAD-BEARING STEEL FRAMING SHALL BE IN ACCORDANCE WITH THE C� CURRENT AISI SPECIFICATION.BETWEEN JOIST SUPPORTS,PROVIDE BRIDGING AS FOLLOWS: W [ SPAN MIN NO.OF ROWS Q Q e UP TO 14FT 1 ROW AT MID-SPANS N T 14FT TO 2OFT 2 ROWS AT 1/3 POINTS Z H 3:N E 20FT TO 26FT. 3 ROWS AR 1/4 POINTS O X J'd a U Vl JOISTS(ROOF,FLOOR&CEILING AS APPLICABLE)AND TRACK MEMBERS SHALL BE UN-PUNCHED. 0 O MINIMUM THICKNESS OF TOP&BOTTOM WALL TRACK AND BLOCKING SHALL BE AT LEAST THE SAME 0 (V GAUGE AS THE WALL STUDS ATTACHED TO IT. 0- N N d COLD FORMED STEEL(CFS)CONNECTORS: SCREWS SHALL BE SELF-DRILLING,THREAD-CUTTING TAPPING SCREWS CONFORMING TO SAE J78, WITH ICC APPROVAL. PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN 3 EXPOSED THREADS.MAXIMUM SCREW SPACING SHALL BE NO GREATER THAN 12"OC. WHERE PLANS AND DETAILS SPECIFY#8,#10&#12 SCREWS,THEY SHALL HAVE THE FOLLOWING PROPERTIES: #8=0.164"DIA.,12 THREADS/INCH(8-12) #10=0.190"DIA.,16 THREADS/INCH(10-16) #12=0.216"DIA.,14 THREADS/INCH(12-14) WELDING OF CFS FRAMING SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.3 AND SHALL BE Gn PERFORMED BY A WELDER CERTIFIED IN ACCORDANCE WITH AWS D1.3.USE E60XX ELECTRODES. z POWDER-ACTUATED OR LOW-VELOCITY DRIVEN FASTENERS SHALL BE HILTI"X-DNI"OR"DS" O z Q CONNECTING CFS TO CONCRETE,OR HILTI"X-EDNI"OR"DS"CONNECTING CFS TO STRUCTURAL I""' F,3 STEEL,UNLESS NOTED OTHERWISE. H z ALL SUBSTITUTIONS SHALL HAVE THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD PRIOR TO00 USE. coo Z SCOPE OF STRUCTURAL ENGINEERING SERVICES: O G.. co=j THE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THE `•� O Q STRUCTURAL WORKING DRAWINGS FOR THIS PROJECT.THE CONSTRUCTION MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE STRUCTURAL DRAWINGS.ANY DEVIATION FROM THE DRAWINGS z MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.ERRORS AND/OR OMISSIONS FOUND ON THE STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION IMMEDIATELY. (/] ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS.STRUCTURAL DRAWINGS U SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS.PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS.THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS.ANY DISCREPANCIES,CONTRADICTIONS,OR OMISSIONS SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH WORK OR FABRICATION OF THE ITEM(S)IN QUESTION. THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM,EXCEPT FOR ANY COMPONENTS NOTED ABOVE.RESPONSIBILITY FOR ANY SECONDARY STRUCTURAL AND NON-STRUCTURAL SYSTEMS NOT SHOWN ON THE STRUCTURAL PLANS RESTS WITH SOMEONE OTHER THAN THE STRUCTURAL ENGINEER. THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING TO STABILIZE THE BUILDING DURING CONSTRUCTION. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR,AND WILL NOT HAVE CONTROL OF, CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK,NOR WILL HE BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LNiI FIELD MEASUREMENTS AND THE VERIFICATION OF FIELD DIMENSIONS ARE NOT PART OF THE F- STRUCTURAL ENGINEER'S RESPONSIBILITY.THE CONTRACTOR MUST CHECK ALL(ASSUMED) r Q EXISTING CONDITIONS SHOWN ON THESE DRAWINGS FOR ACCURACY AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES. z OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE INADVERTENT MISLABELING OF OU DETAILS OF WORK WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE F Lt7 DRAWINGS AND SPECIFICATIONS,OR WHICH ARE CUSTOMARILY PERFORMED,SHALL NOT RELIEVE Lu w W THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INADVERTENT MISLABELED DETAILS OF -13 N V THE WORK BUT THEY SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. J�O STUB o 9P�psII1Np BJ, a V�¢ JOB No. 20154 E OWN BY ME a tp� CNKD BY: MDS SIONPV DATE: 10/09/20 SHEET No. Sto NI REVISION DATE A 5. r ===7--ir-u-------3 77 6"PANELS R OM �` 6"PANELS II I I I I I II I I I II 6"PANELS J J Psm LU LU z 6"PANELS 6"PANELS � 6"PANELS 1Z N U 6"PANELS Z W C Z 23 E u 8y� 6"PANELS N " I d Nvld B TVP I I I I I 5 I I I I B TyP 5 (E)SLAB ON GRADE TOP OF SLAB-0'-0" N z O �, W N Z LLJ G Q O o- -z B V �a 6"PANELS r-P (" G/] h I I I I I I I I I V 6"P NEL 6"PANELS o I I I 6"PANEL — A 6"PAK EL- I, I I I I I I I I I II II 6"PANELS MECH ROOM 6"PANES �{--,',, 6"PANELS ° 1 5 W z Z 0 FLOOR PLAN SCALE 1/16- = 1'-0 ~ 0 w w LO u- e QJ\D STUge G uN�r s 1. JOB No. 20154 i DWN BY MB CHKD BY: MDS n O�SSiONN\' DATE: 10/09/20 SHEET No. 52.0 REVISION DATE F 5. Fr5. (BOT G PANELS OUTSIDE FACE IDE FACE PANEL ELEV=1010") J Psm Lu F 6"CEILING PANS Z 26 GAGE OUTSI E FACE H O 5. 26GA INSIDE FA E (BOT OF PANEL LEV=10'-0") Z N U Z w CO F ? >a C E ' Q Q ') 5. 1 5. 5 I 1 O xu3i� U ,11 QJQQ TIE WALL PANELS 1 `l N N LLI" BE OW PER 2/S5.1 C D_ OJ 0IL SS 5. I I I I I I I I I I I I I I I I cn z 6"CEILING P NELS H _26 GAGE OU SIDE FACE 26GA INSIDE ACE I- 5. (BOT OF PAN L ELEV=15'-0") V V .0 10Q E z 5. rc~n u TIE WALL PANELS - V B LOW PER 2/55.1 I I I I I I 0 "CEILING ANELS 26 G GE CUTS,D FACE C 26GA INS, E FACE 5 — (BOT OF P NEL ELEV 12'-0") I 1 I I 1 TIE WALL PA ELS 1 11 BELOW PER IJS l F � 5 5 z Z CEILING PLAN 0 z SCALE 1/16" = 1 )" w w y� 3 LO V e r��D ST°eo G9�,MpWi a 8 JOB No. 20154 O DWN BY MB CI-IKD BY: MDS SIM OSSIOPIPV DATE: 10/09/20 SHEET No. 8300 pl REVISION DATE : � G 5. r === --Ir—u------71 77 _ II II II I I I I I i II I I I II JI J PSM z 7i w LU K Z $ E 5 TrP 5. z 0 ui Z QQ O N �a V) 8QR J LU cNv A a 5. I I I I I I I I I I L 5. (R)R OF J ISTS I I I I I I N z I I I I I I I I �• w F 3 z xz LU te Go a. a u I I I I I I I I I o � oQ 0 _ z I H 5. I I I I I I I I I I II II II 5. z z 0 ROOF PLAN SCALE 1/16' = 1'-0' w O W e I � P��D STpee v G9��ypsillNp �' JOB No. 20154 0 OWN BY MB �` CHKD BY: MDS n SIRUC`"�V �OFfSS1014 DATE: 10/09/20 SHEET No. 54M pl REVISION DATI- GAP PER NELSON DWGS IMP PER PLAN IMP PER PLAN 16GA TRACK W/ #10 X 1"PPH AT 12"OC ONE SIDE 16GA PER W/ xx>l6"SLAB (E)SLAB #10 X 1"PPH AT ON GRADE 12"OC EA.SIDE IMP CEILING PER PLAN �\ ,\ IMP WAL (E)TILT PANELS 1/2"DIA X 4"SIMPSON 1/2"DIA X 4"SIMPSON L6 X 3 X 26GA 4 BOT OF CEILING PER PLAN &FTGS TITEN HD SCREWS TITEN HD SCREWS W/#10 X 1"PPH PER PLAN #12 x 3/4"HWH AT 16"OC AT 16"OC AT 12"OC EA LEG AT 12"OC EA SIDE IMP WALL PER PLAN L3 X 3 X 26GA Psm W/#10 X 1"PPH AT 12"OC EA LEG CAP TRIM 4" x 10GA(Fy=50ksi) U uu Z 5Ya" In Lu SECTION A SECTION B TYPICAL WALL TO CEILING C TYPICAL HEADER p z $ SCALE 1' = 1'-0' SCALE 1' = 1'-0' SCALE NTS SCALE NTS , F E IZ N U C Z wW C ZD 1a W ZD QQ� TILT UP WALL TILT-UP WALL Z F 3 Cj E PANEL PER VLMK PANEL PER VLMK (V N DWGS DWGS X J U NHF� IMP CEILING (E)LEDGER (E)1-1/2"STL DECK 8 FQ(Qj PER PLAN L3X3X14GA W/FAB-LOK V) FASTENERS AT 12"OC ------ (E)ROOF JOISTS Q_ N 0 0_ EA.LEG(TYP) r IMP CEILING PANEL PER PLAN 2"MIN BOT OF CEILING EMBED 2"MIN IMP (E)L PER SECTION WALL PANEL EMBED PER PLAN 1/4"DIA OR LARGER 1/4"DIA OR LARGER TAPCON OR SIMPSON TAPCON OR SIMPSON BOT OF CEILING TITEN CONC SCREWS TITEN CONC SCREWS (,/) CONT L3 x 3 x 26GA W/ PER PLAN AT 12"OC AT 12"0C z #12 x3/q'HWH Q N w AT 9"OC EA LEG, (N)IMP WALL IN)IMP WALL EA SIDE.SPLICE L3 x 3 W/ (4)#12x3/"HWH FA LEG ISLi 1--0 N 3 IMP WALL TOTAL)WHERE REQD z =Z PER PLAN cco o Z SECTION SECTION SECTION SECTION O a SCALE NTS E SCALE NTS F SCALE 1-1/2" = 1'-0" G SCALE 1-1/2" = 1'-0" H Z "o l-- c/'1 V 0 0 FILL GAP W/ a CONT FLAT PL 16GA X 12" a (E)1-1/2"STL DECK ROCKWOOL W/#10 SCREWS AT 12"OC (E)1-1/2"STL DECK < FILL GAP W/ INSULATIROCKWOOL ON o TODECK INSULATION ———— —————————————L— ——— CONT L4X4X14GA CONT L4X4X14GA EA.SIDE W/#10 EA.SIDE W/#10 SCREWS AT 12"OC NOTCH PANEL SCREWS AT 12"OC TO FLAT PL AT JOIST TO EACH DECK ROCKWOOL Z FILL GAP W/ BOT FLUTE p U INSULATION a CONT FLAT PL 16GA X 12" 0 aU' W/#10 SCREWS AT 12"OC (E)36"ROOF JOIST TO DECK (N)IMP WALL (N)IMP WALL PER PLAN PER PLAN cn Z CONT L4X4X74GA L EA.SIDE W/#10 Z N SCREWS ATI2"OC 0 z TO FLAT PL O O 7xk UN H -13- n �1D ST�e T 9P ypSI11Np/,eS JOB No. 20154 E G ot� ' DWN BY ME a (N)IMP WALL (E)ROOF JOIST PER PLAN 1 gr CP<D BY: MDS e°' 6 SECTION ,1 SECTION K SECTION L ARoFEQ14 DATE o/o9/zo SHEET No. M SCALE 1-1/2' = 1'-0" SCALE 1-1/2• = 1'-0' SCALE 1-1/2" = I'-0" T 8500 pl REVISION U-1 I IMP CEILING 16-SCREWS AT i6"OC(TYP) IMP LL PH.PA CCMEC TY TM AT PICAL CHM WA PER PLAN IMP WALL AT TIED PANEL LOCATIONS L(SEE PLAN)#10 SCREWS L6 X 3 X 26GA AT 8"OC(TVP) W/#10 X 1"PPH AT 12"OC EA LEG f IMP WALL PER PLAN 3 X 3 X 26GA T j7AT X 1"PPH Psm 12'OC EA LEG PANE 04M1ECTCN AT WALL U Z TYPICAL IW WALL CORNER DETAIL I TYPICAL WALL/CEILING PANEL JOINT CONNECTIONS 2 SCALES 1 I/2' = 0" LU - IJT w C� 0 11Z N U U' w� N Z w� W> W E 0 N Ld'a CAR CL ccq l— N O P: LI, N z co coo O 10 z F- V w Z z 0 F Fw w Ltl .13. N C VlD STUB n 9�`ypslONp G eS JOB No. 20154 E O DWN BY: MB a CP<D BY: MDS 66 DATE: 10/09/20 OFESSION�' SHEET No. S 5.1 NI REVISION C; r- THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE CODE: 2015 INTERNATIONAL BUILDING CODE STRUCTURALLOADS CEILING LIVE LOEAD: TYPICAL CEILING LIVE LOAD=10PSF,NOT CONCURRENT WITH ROOF LIVE AND SNOW LOADS EARTHQUAKE LOADS: SEISMIC RISK OCCUPANCY CATEGORY:II SEISMIC IMPORTANCE FACTOR,le=1.0 MAPPED ACCELERATIONS,Ss=0.895 S1=0.394 SITE CLASS=D DESIGN ACCELERATIONS,Sds=0.500 Sdi=0.424 SEISMIC DESIGN CATEGORY:D BASIC SEISMIC FORCE RESISTING SYSTEM:EXISTING STRUCTURE ANCHORAGE TO HARDENED CONCRETE: WHERE EXPANSION ANCHORS ARE SPECIFIED,USE"HILTI KWIK BOLTTZ"(REFERENCE ICC REPORT ESR-1917). WHERE SCREW ANCHORS ARE SPECIFIED,USE"SIMPSON TITEN HD"(REFERENCE ICC REPORT ESR-2713). WHERE EPDXY ANCHORS ARE SPECIFIED,USE"HILTI HY-200"OR"SIMPSON SET-XP"(REFERENCE ICC REPORT ESR-3187 AND ESR-2508). "HILTI HIT-RE 500",AND'SIMPSON SET"MAY NOT BE USED,UNLESS SPECIFICALLY PRE-APPROVED BY THE STRUCTURAL ENGINEER. Psm FOR EPDXY ANCHORS,USE Al 93TAN GRADE B7 THREADED ROD,UNLESS OTHERWISE NOTED. HOLES MUST BE CLEANED OFF DU DUST AND DEBRIS AND BE FREE OF STANDING WATER WHEN EPDXY IS INSTALLED.SPECIAL INSPECTION OF EPDXY ANCHORS IS REQUIRED.DO NOT CUT ANY REINFORCING BARS TO INSTALL ANCHORS.DEFECTIVE HOLES SHALL BE FILLED SOLID WITH EPDXY. FOR ANY SUBSTITUTIONS TO THE ABOVE,THE CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL U ENGINEER MANUFACTURER'S LITERATURE DESCRIBING THE ANCHORS AND LISTING ICC APPROVED Z_ ALLOWABLE SHEAR AND TENSION VALUES. vi COLD FORMED STEEL(CFS): W COLD FORMED CARBON OR LOW-ALLOY STEEL FRAMING MEMBERS SHALL BE MANUFACTURED BY LL1 p MEMBER OF THE STEEL STUD MANUFACTURERS ASSOCIATION,SSMA,AND SHALL COMPLY WITH ICC z `0 REPORT ESR-3064P.ALL MATERIAL SHALL BE GALVANIZED AND CONFORM TO ASTM A653 OR ASTM H O A1003.ALL 12,14 AND 16 GAUGE(97,68 AND 54 MILS THICK RESPECTIVELY)MATERIAL SHALL BE GRADE 50(FY=50KSI).ALL 18,20,22,AND 25 GAUGE(43,33,27 AND 18 MILS THICK,RESPECTIVELY) W N q MATERIAL SHALL BE GRADE 33(FY=33KSI).THE DESIGN,INSTALLATION AND CONSTRUCTION OF W LOAD-BEARING AND NON LOAD-BEARING STEEL FRAMING SHALL BE IN ACCORDANCE WITH THE C� CURRENT AISI SPECIFICATION.BETWEEN JOIST SUPPORTS,PROVIDE BRIDGING AS FOLLOWS: W [ SPAN MIN NO.OF ROWS Q Q e UP TO 14FT 1 ROW AT MID-SPANS N T 14FT TO 2OFT 2 ROWS AT 1/3 POINTS Z H 3:N E 20FT TO 26FT. 3 ROWS AR 1/4 POINTS O X J'd a U Vl JOISTS(ROOF,FLOOR&CEILING AS APPLICABLE)AND TRACK MEMBERS SHALL BE UN-PUNCHED. 0 O MINIMUM THICKNESS OF TOP&BOTTOM WALL TRACK AND BLOCKING SHALL BE AT LEAST THE SAME 0 (V GAUGE AS THE WALL STUDS ATTACHED TO IT. 0- N N d COLD FORMED STEEL(CFS)CONNECTORS: SCREWS SHALL BE SELF-DRILLING,THREAD-CUTTING TAPPING SCREWS CONFORMING TO SAE J78, WITH ICC APPROVAL. PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN 3 EXPOSED THREADS.MAXIMUM SCREW SPACING SHALL BE NO GREATER THAN 12"OC. WHERE PLANS AND DETAILS SPECIFY#8,#10&#12 SCREWS,THEY SHALL HAVE THE FOLLOWING PROPERTIES: #8=0.164"DIA.,12 THREADS/INCH(8-12) #10=0.190"DIA.,16 THREADS/INCH(10-16) #12=0.216"DIA.,14 THREADS/INCH(12-14) WELDING OF CFS FRAMING SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.3 AND SHALL BE Gn PERFORMED BY A WELDER CERTIFIED IN ACCORDANCE WITH AWS D1.3.USE E60XX ELECTRODES. z POWDER-ACTUATED OR LOW-VELOCITY DRIVEN FASTENERS SHALL BE HILTI"X-DNI"OR"DS" O z Q CONNECTING CFS TO CONCRETE,OR HILTI"X-EDNI"OR"DS"CONNECTING CFS TO STRUCTURAL I""' F,3 STEEL,UNLESS NOTED OTHERWISE. H z ALL SUBSTITUTIONS SHALL HAVE THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD PRIOR TO00 USE. coo Z SCOPE OF STRUCTURAL ENGINEERING SERVICES: O G.. co=j THE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THE `•� O Q STRUCTURAL WORKING DRAWINGS FOR THIS PROJECT.THE CONSTRUCTION MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE STRUCTURAL DRAWINGS.ANY DEVIATION FROM THE DRAWINGS z MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.ERRORS AND/OR OMISSIONS FOUND ON THE STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION IMMEDIATELY. (/] ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS.STRUCTURAL DRAWINGS U SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS.PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS.THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS.ANY DISCREPANCIES,CONTRADICTIONS,OR OMISSIONS SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH WORK OR FABRICATION OF THE ITEM(S)IN QUESTION. THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM,EXCEPT FOR ANY COMPONENTS NOTED ABOVE.RESPONSIBILITY FOR ANY SECONDARY STRUCTURAL AND NON-STRUCTURAL SYSTEMS NOT SHOWN ON THE STRUCTURAL PLANS RESTS WITH SOMEONE OTHER THAN THE STRUCTURAL ENGINEER. THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING TO STABILIZE THE BUILDING DURING CONSTRUCTION. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR,AND WILL NOT HAVE CONTROL OF, CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK,NOR WILL HE BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LNiI FIELD MEASUREMENTS AND THE VERIFICATION OF FIELD DIMENSIONS ARE NOT PART OF THE F- STRUCTURAL ENGINEER'S RESPONSIBILITY.THE CONTRACTOR MUST CHECK ALL(ASSUMED) r Q EXISTING CONDITIONS SHOWN ON THESE DRAWINGS FOR ACCURACY AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES. z OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE INADVERTENT MISLABELING OF OU DETAILS OF WORK WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE F Lt7 DRAWINGS AND SPECIFICATIONS,OR WHICH ARE CUSTOMARILY PERFORMED,SHALL NOT RELIEVE w W THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INADVERTENT MISLABELED DETAILS OF o•:O• _ THE WORK BUT THEY SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND QAVID g vZa LO V DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. tV-�' pWASNH Gg a ye JOB No. 20154 E OWN BY ME um y CNKD BY: MDS uo AL� DATE 10/20/20 SHEET No. Sto �I REVISION DATE P MP A R OM 4"PANELS FF II I I I I I II 6"PANELS J J Psm B LU z 6"PANELS 5' 6"PANELS H E0 � � IZ N U I I I I � I I 4"PANELS 6-PANELS Z W C Z 23 ET - - - - - - - - - - - - O Lao u y 1 � 4"PANELS 6"PAN LS CL N N B TVP N 00 I I I I I 5 I I I I B TyP 5 (E)SLAB ON GRADE TOP OF SLAB-0'-0" N z LLJ G Q —z O o- 6 B V Ga 4"PANELS 5 NP G/] h I I I I I I I I I V 6"P NEL I I I I I I o I I I 4"PANELS — 4"PAK ELS I I I I I I I I II II "PANELS MECH ROOM W Q H 0 d U FLOOR PLAN SCALE 1/16• = 1' 0• w 0 w N LL E io•2 0• a OAVIU S 130 PQ•G t WAS/� G� JOB No. 20154 Qp DWN BY MB CHKD BY: MDS q•. ,, R�y "'TONAL DATE 10/20/20 SHEET No. 52.0 REVISION DATE �I A F 5. II 5. lu 4"CEILING PANELS C 26 GAGE OUTSIDE FACE 26GA INSIDE FACE 5. (BOT OF PANEL ELEV=10�0") J Psm Lu F7Lu F 4"CEILING PANS Z 26 GAGE OUTSI E FACE H O 5. 26GA INSIDE FA E (BOT OF PANEL LEV=10'-0") IZ N U Z w CO c F >a W C E ? L-L '5. 5 1 ON xu_ �C' , ,Q QJQQ TIE WALL PANELS 1 v N BE OW PER 2/S5.1 C d (VNd SS 5. I I I I I I I I I I I I I I I I cn z 6"CEILING P NELS 1 1 H _26 GAGE OU SIDE FACE 26GA INSIDE ACE �/ I-0 5. (BOT OF PAN L ELEV=15'-0") V V .0 10Q E z u TIE WALL PANELS - V B LOW PER 2/55.1 I I I I I I 4"CEILIN,D 'ACE 26 G GE OUTBID FACE C 26GA INSI E FACE 5 - (BOT OF P NEL ELEV 12'-0") 1 I 1 1 I TIE WALL PA qELS I 11 BELOW PER R/S5.1 II F � 5 5 z Z CEILING PLAN 0 z SCALE 1/16' = -0" In � 11 w yi 1. N V E �o•t o• a O pAVID S.T .ZC WAS,1�cGg� JOB NO. 20154 N DWN BY ME CHKD BY: MDS � AL 6C�ONAL� DATE 10/20/20 SHEET No. 53.0 pl REVISION DATE � r—u------71 77 _ II II II I I I I I i II I I I II JI J PSM Fi I I I I I I N w w K L z 5. 5 TrP 5 5. () F 0 1Z N U w co C C �' O N �a V) C4 J IL cNv Lou a 5. I I I I I I I I I I (R)R OF J ISTS I I I I I I N z I I I I I I I I �• w F 3 z xz ate. a coo I I I I I I I I I o � oQ 0 _ 10 z I I I I I I o I I I L L L � - 5. I I I I I I I I II II II W a o ROOF PLAN SCALE 1/16' = 1'-0' w O W E 10.20• N IDAVID y. OZ0 JOB No. 20154 OWN BY: MB perry,, t`,ryX CHKD BY: MDS UcruFJ'� 'O�OIVAL DATE: 10/20/20 SHEET No. 54.0 pl REVISION DATI- IMP PER PLAN 16GA TRACK W/ (E)SLAB X> #10 X 1"PPH AT ON GRADE 12"OC EA.SIDE IMP CEILING PER PLAN �\ IMP WAL SIMPSON L6 X 3 X 26GA �BOT OF CEILING PER PLAN TITEN HD SCREWS W/#10 X 1"PPH PER PLAN #12 x 3/4"HWH AT 32"OC AT 12"OC EA LEG AT 12"OC EA SIDE IMP WALL PER PLAN L3 X 3 X 26GA Psm W/#10 X V PPH AT 12"OC EA LEG CAP TRIM 4" x 14GA(Fy=50ksi) U uu Z 5Ya" N Lu NOT USED A SECTION B TYPICAL WALL TO CEILING C TYPICAL HEADER D z $ SCALE 1' = 1'-0' SCALE 1' = 1'-0' SCALE NTS SCALE NTS —U F E IZ N U C Z w� W>ZD W N QQ Z X3:yE O NJ'Q IMP CEILING L3X3X74GA W/FAB-LOK O p FASTENERS AT 12"OC TO IMP O (V PER PLAN AND 1/2"CIA X 4"SIMPSON N N TITEN HD SCREWS AT 32"OC O N 0 0. TO(E)CONC WALL IMP CEILING PANEL PER PLAN BOT OF CEILING PER SECTION (E)TILT PANEL` BOT OF CEILING N CONT L3 x 3 x 26GA W/ PER PLAN z #12 x3/q'HWH Q N w AT 9"OC EA LEG, _ � Z a EA SIDE.SPLICE L3 x 3 W/ (4)#12x3/"HWH FA LEG(8 4 ~ N 3 IMP WALL TOTAL)WHERE READ Z PER PLAN � co Z SECTION SECTION NOT USED NOT USED O in. a SCALE NTS E SCALE NTS F SCALE 1-1/2" = 1'-0" G SCALE 1-1/2" = 1'-0" Z10 l-- c/'1 V 0 0 f= f= FILL GAP W/ a CONT FLAT PL 16GA X 12" a (E)1-1/2"STL DECK ROCKWOOL W/#10 SCREWS AT 12"OC (E)1-1/2"STL DECK FILL GAP W/ INSULATION o TOINSULATDECK ROCKWOION ———— _———————————— — __— CONT L4X4X14GA _�CONT L4X4X14GA EA.SIDE W/#10 EA.SIDE W/#10 SCREWS AT 12"OC NOTCH PANEL SCREWS AT 12"OC Z FILL GAP W/ TO FLAT PL AT JOIST TTO OT EACH FLU DECK p ROCKWOOL U INSULATION a CONT FLAT PL 16GA X 12" 0 W/#10 SCREWS AT 12"OC (E)36"ROOF JOIST TO DECK (N)IMP WALL (N)IMP WALL PER PLAN PER PLAN cn Z CONT L4X4X74GA L EA SIDE W/#10 Z N SCREWS ATI2"OC O z TO FLAT PL O 0 11 W (E)ROOF J �'N � H �o•2 O• GIRDER O9AV1DSp oZp a JOB No. 20154 E I � � OWN BY: MB a (N)IMP WALL (E)ROOF JOIST PERPLAN CHKD BY: MDS CID UcTu S/pNAL 1O DATE 10/20/20 SECTION SECTION n SECTION n SHEET No. SCALE 1-1/2' = 1'-0" SCALE 1-1/2' = 1'-0' SCALE 1-1/2" = I'-0" S5.0 pl REVISION CAT:- IMP CEILING #10 SCREWS AT 16"OC(TYP) IMP WALL PAN& CCMECTM AT TYPICAL CBM PER PLAN IMP WALL AT TIED PANEL LOCATIONS (SEE PLAN)#10 SCREWS L6 X 3 X 26GA AT 8"OC(TYP) W/#10 X 1"PPH AT 12"OC EA LEG IMP WALL PER PLAN L3 X 3 X 26GA Psm W/#10 X 1"PPH AT 12'OC EA LEG PANEL CONFECTION AT WALL U Z TYPICAL IW WALL CORNER DETAIL I TYPICAL WALUCEILING PANEL JOINT CONNECTIONS 2 �'D- SCALE 1 1/2' = 1'-0' SCALE NTS w o Z_ '0 � 0 Z h U C 0 wF4 N Za Z waDo'� N QQ,N z =3:N£ p xud ^ p V) ?Q OQN N NW.. C_ N v)0_ 0 za z 00 z O 2a z V z W 0 N 0 L W LU � o io•Z0. pnvlD s oZp a JOB No. 20154 E s v DWN BY: MB CHKD BY: MDS uc)uar• � G�Fsyy�vA1 tiNc, DATE 10/20/20 SHEET No. 85.1 �I Q yG J a N N LLI r z W 2 O � w O N � Q y u i J °' ai �m z LU U. E w z o_ v~i� mv. W Q o Q _ F- W x�3 cnz � �z �� m w M LL- Z ` z O O �j GD J c f �1 > U)❑616161 0' o W CQJ O C[ K 0? 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