2-TerraPower - TI Permit Set.pdf

PDF 41 MB Posted Aug 8, 2025

Attached to: RFP-2025-8352 - Ventilation Consultant
Solicitation number: RFP-2025-8352
Issued by: Washington

About this file

Written by GovTribe AI · Aug 26, 2025

This document is an architectural drawing set for a TerraPower office tenant improvement project located at 3315 Seaway Blvd in Everett, Washington. The project involves a comprehensive renovation and modification of an existing warehouse space, transforming approximately 64,781 square feet into a new office and laboratory facility. The architectural plans detail a two-story tenant improvement that includes research and testing lab spaces, office areas, conference rooms, restrooms, a breakroom, and various support spaces. The design incorporates modern workplace elements such as open office layouts, specialized laboratory areas, and contemporary finishes.

The project is designed to meet current building codes, including the 2015 International Building Code, Washington State Energy Code, and accessibility requirements. The architectural drawings specify comprehensive details about wall types, ceiling systems, casework, electrical and power infrastructure, and finish materials. The design includes specific considerations for specialized laboratory spaces, with particular attention to ventilation, energy efficiency, and flexible workspace configurations. The tenant improvement appears to be fully funded and ready for construction, with detailed engineering and architectural drawings providing a comprehensive roadmap for the build-out of the TerraPower facility.

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Other files

File	Type	Posted
5-Final RFP-2025-8352 Ventilation Consultant Proposal Instructions.doc	DOC document	Aug 8, 2025
4-TP-LGL-TEMP-0007 TerraPower PO (Long Form) Terms and Conditions Non-USG, Rev 8 (May 31 2022) clean.docx	DOCX document	Aug 8, 2025
1-Exhibit A - Statement of Work.docx	DOCX document	Aug 8, 2025
3-TerraPower - Mechanical Drawing with Exhaust Fans.pdf	PDF	Aug 8, 2025

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2505 Third Avenue

Suite 324

Seattle, WA 98121

206.720.7001 phone

206.720.2949 fax www.craftarchitects.com

Z:\_Projects\_Projects-CURRENT\Bertch Capital\Seaway\Building A\(1) TerraPower\4-Drawings\18-076.05_T1.1 (COVER SHEET - SMALL).dwg, 3/22/2019 3:39:12 PM, _AutoCAD PDF (General Documentation).pc3

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XFMR

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%%UPROJECT DIRECTORY

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%%UINDEX OF DRAWINGS

AutoCAD SHX Text %%uABBREVIATIONS

AutoCAD SHX Text %%uVICINITY MAP

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%%USEPARATE PERMIT SUBMITTALS

AutoCAD SHX Text %%uPROJECT DESCRIPTION

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%%UTAX PARCEL #

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%%ULEGAL DESCRIPTION

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%%USITE/BUILDING PLAN

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NTS

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SPRINKLER SYSTEM:

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TYPE OF CONSTRUCTION:

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ZONING DISTRICT:

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FULLY SPRINKLERED

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III-B

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EXISTING OCCUPANCY CLASSIFICATION:

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B (OFFICE)/S-1 (WAREHOUSE)

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%%UENERGY REQUIREMENTS

AutoCAD SHX Text TENANT ALTERATION CONSISTING OF ADDITION OF NEW: - TWO-STORY OFFICE SPACE - RESEARCH AND TESTING LAB SPACE - (2) SINGLE OCCUPANCY TOILET ROOMS AND SHOWERS PER SEPARATE PERMIT #1807033 - ADDITIONAL LAB IMPROVEMENTS WILL BE PERMITTED IN THE FUTURE

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%%ULIGHTING REQUIREMENTS

AutoCAD SHX Text SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE LIGHTING REQUIREMENTS PER ATTACHED WSEC SPREADSHEET

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OFFICE - 1ST FLOOR (NEW) (B)

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5,265 SQ FT

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%%UFLOOR AREAS:

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DRAWN

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ROOM NO.

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ELEVATION

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DENOTES CHANGE IN

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PROJECT NORTH

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TOP OF PAVEMENT

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TOP OF CURB

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TOP OF WALL

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EXISTING CONTOURS

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NEW OR FINISHED CONTOURS

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PROPERTY LINE

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FINISHED CEILING HEIGHT

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ROOM NAME

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%%UROOM IDENTIFICATION

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SHEET WHERE ELEVATION IS

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ELEVATION IDENTIFICATION

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%%UINTERIOR ELEVATION(S)

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OR DATUM POINT

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WORK POINT, CONTROL POINT

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CONSIDERED

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SHADED PORTION IS THE SIDE

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%%UMATCH LINE

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CLOUD AROUND REVISION

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REVISION

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EQUIPMENT NUMBER

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SECTION IDENTIFICATION

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SECTION IDENTIFICATION

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SHEET WHERE SECTION IS DRAWN

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SHEET WHERE SECTION IS DRAWN

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%%UBUILDING SECTION

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%%UDETAIL SECTION

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DETAIL IDENTIFICATION

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SHEET WHERE DETAIL IS DRAWN

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%%UDETAIL OR ENLARGED PLAN

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PARTITION TYPE

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KEY NOTE

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CORRESPONDS TO ROOM ENTERING

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DOOR/RELITE NUMBER

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PROJECT

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NORTH

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%%UREVISION NUMBER

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COLUMN LINE/GRID LINE

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%%UCODE/ZONING INFORMATION

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TOTAL STALLS REQUIRED =

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9,154 SQ FT RESEARCH/TESTING LAB @ 1/600 =

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10,011 SQ FT OFFICE @ 1/400 =

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%%UGENERAL NOTES

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ACCESSIBLE STALLS PROVIDED =

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APPROVED BY:

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TOTAL STALLS PROVIDED =

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%%UPARKING REQUIREMENTS

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1. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS AND OWNER FURNISHED ITEMS, WHICH ARE THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS AND OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY WITH CURRENT GOVERNING CODES. 6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 7. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD "AS-BUILT" SET OF DOCUMENTS. 8. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UON. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UON. 9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 10. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 11. GENERAL CONTRACTOR SHALL PROVIDE OWNER AND ARCHITECT WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START GENERAL CONTRACTOR SHALL PROVIDE OWNER AND ARCHITECT WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER AND ARCHITECT. 12. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING CODES. 13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROVIDERS, PUBLIC AND/OR PRIVATE. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROVIDERS, PUBLIC AND/OR PRIVATE. 15. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-0" O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-0" O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 16. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 17. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: ASBESTOS AND HAZARDOUS WASTE EXCLUSION: : THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION.

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FINISH SYMBOL

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WINDOW SYMBOL

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NTS

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WINDOW

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AX.X

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AX.X

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TITLE1

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TITLE2

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%%UTITLE3

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ROOM #

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AX.X

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CONSULTANT

AutoCAD SHX Text Sheet No:

AutoCAD SHX Text Approved:

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KCR

AutoCAD SHX Text 08/08/2018

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FOR PERMIT 08/08/2018

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FOR BID 08/16/2018

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PERMIT CORRECTION 10/22/2018

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FOR CONSTRUCTION 12/18/2018

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PERMIT REVISION 01/11/2019

AutoCAD SHX Text 18-076.05

AutoCAD SHX Text Building No:

AutoCAD SHX Text TERRAPOWER OFFICE TENANT IMPROVEMENT, PHASE 2 , PHASE 2 PHASE 2 3315 SEAWAY BLVD. EVERETT, WA 98203

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ACCESSIBLE STALLS REQUIRED =

AutoCAD SHX Text SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE ENERGY REQUIREMENTS PER ATTACHED WSEC SPREADSHEET WAREHOUSE TO BECOME FULLY CONDITIONED PER SEPARATE PERMIT #1807033.

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WAREHOUSE (EXISTING) (S-1)

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45,616 SQ FT

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TOTAL FLOOR AREA:

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64,781 SQ FT

AutoCAD SHX Text 28040300400300

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STALLS

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STALLS

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STALLS

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STALLS

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STALLS

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STALLS

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%%UPLUMBING FIXTURE REQ'S

AutoCAD SHX Text +8'-6"

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PAVEMENT

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PARTITION

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PRESSURE TREATED

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PAPER TOWEL DISPENSER

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PAPER TOWEL DISPENSER

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POUNDS PER SQUARE INCH

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POUNDS PER SQUARE FOOT

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PAPER TOWEL RECEPTACLE

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AND RECEPTACLE

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PAINT SYSTEM

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INSTALLED BY CONTRACTOR

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FACE OF CONCRETE

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FURNISHED BY OWNER

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FURNISHED BY OWNER

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FACE OF FINISH

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INSTALLED BY OWNER

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FLUORESCENT

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FACTORY MUTUAL

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PTD

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PVMT

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PTR

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PTN

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PTD/R

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PSI

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PSF

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RETURN AIR

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RISER

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RADIUS

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REINFORCING BAR

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ROOF DRAIN OVERFLOW

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ROOF DRAIN

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ROD & SHELF

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RESILIENT BASE

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QUARRY TILE

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REQUIRED

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REVISION

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ROOM

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RUBBER

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RESILIENT

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RIGHT HAND OR ROBE HOOK

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ROUGH OPENING

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RESILIENT TILE

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REINFORCED

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REFRIGERATOR

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REFERENCE

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FEET

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FOOTING

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FULL SIZE

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FUTURE

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FURRING

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FUTURE ROUGH IN ONLY

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FURNISHED BY TENANT

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INSTALLED BY CONTRACTOR

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FURNISHED BY TENANT

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INSTALLED BY OWNER

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FACE OF STUD

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GAGE

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GRADE

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GROUND

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GENERAL CONTRACTOR

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GYPSUM WALL BOARD

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GLU-LAM BEAM

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GLASS OR GLAZING

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GRAB BAR

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GALVANIZED

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RUB

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RESIL

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REQ'D

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REV

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REF

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REINF

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REFR

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REBAR

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RD/O

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RAD

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RAIN WATER

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SOLID CORE

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SOUTH

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SHEATHING

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SCHEDULE

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SECTION

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RAIN WATER LEADER

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SOAP DISPENSER

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SEAT COVER DISPENSER

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SQUARE FEET

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DISPENSER

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SINK

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SEALER

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SIMILAR

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SQUARE

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STAINLESS STEEL

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SANITARY NAPKIN

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RECEPTACLE

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SPECIFICATION

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SANITARY NAPKIN

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HEADER

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HOSE BIB

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HEATING

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HOUR

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HEIGHT

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HEATING/VENTILATION/

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HOLLOW CORE OR HANDICAP

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HORIZONTAL

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HOLLOW METAL

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HARDWARE

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HARDWOOD

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INTERIOR

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INCLUDE

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INCH

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INSULATION

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INSULATED HOLLOW METAL

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HOT WATER HEATER

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AIR CONDITIONING

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INSULATED GLAZING

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INSIDE DIAMETER/

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DIMENSION

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SST

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SPEC

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SNR

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SNK

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SND

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SLR

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SIM

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SCD

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SECT

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PLATE

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PERPENDICULAR

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DIAMETER OR ROUND

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NUMBER OR POUND

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ACOUSTICAL

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ANCHOR BOLT

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ADJACENT

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ACCESS FLOOR

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ALUMINUM

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ADHESIVE

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AT/ABOVE FINISH FLOOR

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ACOUSTICAL CEILING PANEL

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AIR CONDITIONING

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ACOUSTICAL TILE

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BOARD

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ACCESS PANEL

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ASPHALT

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BEAM

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BUILDING

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BLOCK

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ARCH

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ALT

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APPROX

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BOTTOM

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BASEMENT

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CERAMIC

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CEMENT

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CATCH BASIN

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INT

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CEILING

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CAULKING

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CONSTRUCTION JOINT

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BOT

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CAB

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BUR

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BSMT

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FTIC

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SUSPENDED

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STRUCTURAL

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STEEL

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STONE/STONE TILE

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SOUND TRANSMISSION

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SYMMETRICAL

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TOWEL BAR

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THICK

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GLAZING

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TOP OF

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TEMPERED INSULATED

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TOP OF CONCRETE

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TOP OF PAVEMENT

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TEMPERED GLASS

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TOP & BOTTOM

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TREAD

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JANITOR

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JOINT

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KITCHEN

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LAG BOLT

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LINEAL FOOT

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LOCKER

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LENGTH

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LIGHT

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METAL

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MAXIMUM

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MATERIAL

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MEZZANINE

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MACHINE

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MECHANICAL

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TOP

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TOC

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TIG

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STA

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STD

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TYPICAL

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UNFINISHED

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TELEVISION

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UNDERWRITERS LABORATORY

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UNLESS OTHERWISE NOTED

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TOILET PAPER HOLDER

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TOILET PAPER DISPENSER

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TUBULAR STEEL

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TOILET PARTITION

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TOP OF SLAB

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VERTICAL

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WITH

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NORTH

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MULLION

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MOISTURE RESISTANT GWB

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NOT IN CONTRACT

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NUMBER

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NOMINAL

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OVERALL

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OFFICE

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OPENING

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DRAWING

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DISHWASHER

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ENTRY MAT

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ELEVATOR

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ELECTRIC

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EQUAL

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EQUIPMENT

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ENCLOSURE OR ENCLOSED

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DWG

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FACTORY

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FLOOR DRAIN

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FIRE ALARM

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FACTORY FINISH

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FOUNDATION

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FIRE EXTINGUISHER CABINET

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FIRE EXTINGUISHER

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FURNISHED BY CONTRACTOR

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FURNISHED BY OTHERS

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INSTALLED BY CONTRACTOR

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OFF

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MIN

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MEZZ

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COUNTER

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LINOLEUM

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LINO

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FINISH

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FIN

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ACOUSTICAL PANEL CEILING

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APC

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AUTHORITY HAVING JURISDICTION

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AHJ

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WAREHOUSE

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WHSE

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REFLECTED CEILING PLAN

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RCP

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FLASHING

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FLOOR

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FLG

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INTERNATIONAL ELECTRIC

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IEC

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IFC

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IBC

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INTERNATIONAL PLUMBING CODE

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IPC

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CODE COUNCIL

AutoCAD SHX Text 107B

AutoCAD SHX Text A PORTION OF THE NW1/4, NE1/4, SE1/4, AND SW , OF THE SE1/4 OF SEC. 3, TWP. 14, OF THE SE1/4 OF SEC. 3, TWP. 28 N, RGE 4 EAST, W.M. CITI OF EVERETT, SNOHOMISH COUNTY, STATE OF WASHINGTON

AutoCAD SHX Text T1.1

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& SITE PLAN

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GENERAL INFORMATION

AutoCAD SHX Text GOVERNING BUILDING CODES: 2015 IBC 2015 UPC 2015 IFC 2009 ICC/ANSI A117.1 (ACCESSIBILITY) 2015 IECC REGULATIONS & ORDINANCES 2015 WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 2015 IMC

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OWNER:

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ARCHITECT/CONTACT:

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CRAFT ARCHITECTS, PLLC. 2505 THIRD AVE, STE. 324 SEATTLE, WASHINGTON 98121

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NADEZHDA AZAROVA (206) 720-7001 NADIA@CRAFTARCHITECTS.COM@CRAFTARCHITECTS.COM

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CONTACT: PHONE: EMAIL:

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CONTACT: PHONE: EMAIL:

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TENANT:

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CONTACT: PHONE: EMAIL:

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GENERAL CONTRACTOR:

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CONTACT: PHONE: EMAIL:

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CONTACT: PHONE: EMAIL:

AutoCAD SHX Text SEAWAY WEST, LLC C/O BERTCH CAPITAL PARTNERS 8210-164TH AVE NE, SUITE 200 REDMOND, WASHINGTON 98052

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GREG BERTCH GBERTCH@BERTCHCAPITAL.COM

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TERRAPOWER 330 120TH AVENUE NE, SUITE 100 BELLEVUE, WA 98005

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JEFF LATKOWSKI, PH.D. (425) 677-2975 JLATKOWSKI@TERRAPOWER.COM

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COMPETITIVE BID

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TBD

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RESEARCH/TESTING LAB (NEW) (B)

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9,154 SQ FT

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45,616 SQ FT WAREHOUSE @ 1/1,000 =

AutoCAD SHX Text 45.62

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STALLS

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OFFICE - 2ND FLOOR (NEW) (B)

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4,746 SQ FT

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OCCUPANCY

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WATER CLOSETS/URINALS

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LAVATORIES

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DF RATIO

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USE

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LOAD

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RATIO

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MALE

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FEMALE

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RATIO

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OFFICE (B)

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1 PER 25 FIRST 50; THEN 1 PER 50 EXCEEDING 50

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50.5 - 2.01 REQ

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1 PER 40 FIRST 80; THEN 1 PER 80 EXCEEDING 80

AutoCAD SHX Text 1 FOR ANY OCCUPANCY EXCEEDING 30 FOR THE FIRST 150 OCCUPANTS; 1 ADDITIONAL FOR EACH 500 OCCUPANTS

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WAREHOUSE (S)

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1 PER 100

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1 PER 100

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SUBTOTALS

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REQUIRED TOTALS

AutoCAD SHX Text 4.31

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AutoCAD SHX Text 2.87

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TOTAL PROVIDED

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SINGLE OCCUPANCY

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OCCUPANT LOADS OF 15 OR LESS CAN BE SERVED WITH ONE RESTROOM

AutoCAD SHX Text 2.87

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50.5 - 2.01 REQ

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50.5 - 1.26 REQ

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46 - .46 REQ

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50.5 - 1.26 REQ

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46 - .46 REQ

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OCCUPANT LOADS OF 15 OR LESS CAN BE SERVED WITH ONE RESTROOM

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MALE

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FEMALE

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SINGLE OCCUPANCY

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RESEARCH AND TESTING (B)

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1 PER 25 FIRST 50; THEN 1 PER 50 EXCEEDING 50

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46 - 1.84 REQ

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1 PER 40 FIRST 80; THEN 1 PER 80 EXCEEDING 80

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46 - 1.84 REQ

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46 - 1.15 REQ

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46 - 1.15 REQ

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46 - .46 REQ

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46 - .46 REQ

AutoCAD SHX Text T1.1 GENERAL INFORMATION & SITE PLAN GENERAL INFORMATION & SITE PLAN T1.2 ACCESSIBILITY GUIDELINES ACCESSIBILITY GUIDELINES A0.1 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN A0.2 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN A0.3 OVERALL WAREHOUSE LIGHTING PLAN OVERALL WAREHOUSE LIGHTING PLAN A0.4 OVERALL WAREHOUSE POWER/ COMM PLAN OVERALL WAREHOUSE POWER/ COMM PLAN A2.1 PARTIAL FIRST FLOOR PLAN PARTIAL FIRST FLOOR PLAN A2.2 PARTIAL FIRST FLOOR PLAN PARTIAL FIRST FLOOR PLAN A2.3 PARTIAL FIRST FLOOR PLAN PARTIAL FIRST FLOOR PLAN A2.4 SECOND FLOOR PLAN SECOND FLOOR PLAN A2.5 REFLECTED CEILING PLAN - PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - PARTIAL FIRST FLOOR A2.6 REFLECTED CEILING PLAN - PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - PARTIAL FIRST FLOOR A2.7 REFLECTED CEILING PLAN - PARTIAL FIRST FLOOR REFLECTED CEILING PLAN - PARTIAL FIRST FLOOR A2.8 REFLECTED CEILING PLAN - SECOND FLOOR REFLECTED CEILING PLAN - SECOND FLOOR A2.9 POWER/COMM PLAN - PARTIAL FIRST FLOOR POWER/COMM PLAN - PARTIAL FIRST FLOOR A2.10 POWER/COMM PLAN - PARTIAL FIRST FLOOR POWER/COMM PLAN - PARTIAL FIRST FLOOR A2.11 POWER/COMM PLAN - PARTIAL FIRST FLOOR POWER/COMM PLAN - PARTIAL FIRST FLOOR A2.12 POWER/COMM PLAN - SECOND FLOOR POWER/COMM PLAN - SECOND FLOOR A2.13 FINISH PLAN - PARTIAL 1ST FLOOR FINISH PLAN - PARTIAL 1ST FLOOR A2.14 FINISH PLAN - PARTIAL 2ND FLOOR FINISH PLAN - PARTIAL 2ND FLOOR A3.1 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS A5.1 INTERIOR ELEVATIONS & DETAILS INTERIOR ELEVATIONS & DETAILS A5.2 INTERIOR ELEVATIONS & DETAILS INTERIOR ELEVATIONS & DETAILS A5.3 ENLARGED PLAN STAIR/SECTION ENLARGED PLAN STAIR/SECTION A5.6 ENLARGED PLAN ELEVATOR/SECTION ENLARGED PLAN ELEVATOR/SECTION A6.1 DOOR & FINISH SCHEDULES DOOR & FINISH SCHEDULES A6.2 ROOM FINISH SCHEDULE ROOM FINISH SCHEDULE A8.1 WALL TYPES WALL TYPES A8.2 WALL & CEILING DETAILS WALL & CEILING DETAILS A8.3 CASEWORK DETAILS CASEWORK DETAILS S1.0 STRUCTURAL GENERAL NOTES STRUCTURAL GENERAL NOTES S1.1 STRUCTURAL GENERAL NOTES STRUCTURAL GENERAL NOTES S1.2 STRUCTURAL SPECIAL INSTRUCTIONS STRUCTURAL SPECIAL INSTRUCTIONS S2.0 STRUCTURAL FOUNDATION PLAN STRUCTURAL FOUNDATION PLAN S2.1 STRUCTURAL MEZZANINE FRAMING PLAN STRUCTURAL MEZZANINE FRAMING PLAN S3.0 STRUCTURAL FOUNDATION DETAILS STRUCTURAL FOUNDATION DETAILS S4.0 STRUCTURAL MEZZANINE FRAMING DETAILS STRUCTURAL MEZZANINE FRAMING DETAILS S4.1 STRUCTURAL MEZZANINE FRAMING DETAILSSTRUCTURAL MEZZANINE FRAMING DETAILS

AutoCAD SHX Text ELECTRICAL, MECHANICAL, PLUMBING, FIRE ALARM, SPRINKLER, BUILDING SIGNAGE, AND RACKING WORK.

p m

D A d w g

2505 Third Avenue

Suite 324

Seattle, WA 98121

206.720.7001 phone

206.720.2949 fax www.craftarchitects.com

Z:\_Projects\_Projects-CURRENT\Bertch Capital\Seaway\Building A\(1) TerraPower\4-Drawings\18-076.06_T1.2 (ADA).dwg, 3/22/2019 3:39:18 PM, _AutoCAD PDF (General Documentation).pc3

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%%U702 ALARMS

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%%U703 SIGNAGE

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%%U603 TOILET ROOMS

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%%U905 STORAGE

AutoCAD SHX Text %%U609 GRAB BARS %%Ucontinued

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%%U308 & 309 REACH RANGES AND OPERABLE PARTS

AutoCAD SHX Text %%UDetail

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LOBBY

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%%U606 LAVATORIES

AutoCAD SHX Text %%UDetail

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(REFERENCE DETAILS)

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%%U305 CLEAR FLOOR SPACE

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%%U302/303 FLOOR SURFACES & CHANGES IN LEVEL

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%%U307 PROTRUDING OBJECTS

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%%U403 ACCESSIBLE ROUTE - WALKING SURFACES

AutoCAD SHX Text %%u404 DOORS

AutoCAD SHX Text %%uStandard Curb Ramp

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%%U604 WATER CLOSETS & TOILET COMPARTMENTS

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%%U605 - URINALS

AutoCAD SHX Text Flared side

AutoCAD SHX Text Adjoining Slope Shall

AutoCAD SHX Text Shall Have Detectable Warnings

AutoCAD SHX Text Not Exceed 1:20

AutoCAD SHX Text Ramp (1:12 Max. Slope)

AutoCAD SHX Text 36"min

AutoCAD SHX Text x

AutoCAD SHX Text If x Is less than 48"

AutoCAD SHX Text Sides Shall Not Exceed 1:12

AutoCAD SHX Text Then The Slope Of The Flared

AutoCAD SHX Text 1:10 Max. slope

AutoCAD SHX Text 1:12 Max. slope

AutoCAD SHX Text %%uCurb Ramp Parallel to Curb

AutoCAD SHX Text %%UDetail

AutoCAD SHX Text Shall Have Detectable Warnings

AutoCAD SHX Text Ramps (1:12 Max. Slope)

AutoCAD SHX Text Note : If Slope is 1:20 or less

AutoCAD SHX Text and contrasting color.

AutoCAD SHX Text no contrasting color or texture

AutoCAD SHX Text Not Exceed 1:20

AutoCAD SHX Text Adjoining Slope Shall

AutoCAD SHX Text Location of Typical

AutoCAD SHX Text Parking Access Aisle

AutoCAD SHX Text 36" Min.

AutoCAD SHX Text 36" min. if located

AutoCAD SHX Text in an alcove > 24" deep

AutoCAD SHX Text clear

AutoCAD SHX Text floor

AutoCAD SHX Text space

AutoCAD SHX Text Maximum Reach Depth

AutoCAD SHX Text Maximum Reach Height

AutoCAD SHX Text 0.5"

AutoCAD SHX Text 48"

AutoCAD SHX Text 2"

AutoCAD SHX Text 46"

AutoCAD SHX Text 5"

AutoCAD SHX Text 42"

AutoCAD SHX Text 6"

AutoCAD SHX Text 40"

AutoCAD SHX Text 9"

AutoCAD SHX Text 36"

AutoCAD SHX Text 11"

AutoCAD SHX Text 34"

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SEGMENT LENGTH

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MINIMUM SEGMENT WIDTH

AutoCAD SHX Text 32"

AutoCAD SHX Text 36"

AutoCAD SHX Text greater than: 24"

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%%U406 CURB RAMPS

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%%U602 DRINKING FOUNTAINS

AutoCAD SHX Text %%UDetail

AutoCAD SHX Text %%UForward Approach

AutoCAD SHX Text

%%U410 PLATFORM LIFTS

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MEN

AutoCAD SHX Text International Symbol

AutoCAD SHX Text of Accessibility

AutoCAD SHX Text Letter & numbers on signs shall have a width

AutoCAD SHX Text to height ratio of between 3:5 & 1:1 and

AutoCAD SHX Text a stroke - width to height ratio between

AutoCAD SHX Text 1:5 & 1:10. Letters and numbers shall be raised

AutoCAD SHX Text 1/32", upper case, sans serif or simple serif

AutoCAD SHX Text type and shall be accompanied with

AutoCAD SHX Text grade 2 Braille, raised characters shall be at

AutoCAD SHX Text least 5/8" - 3" high plus 1/8" per foot of

AutoCAD SHX Text %%UDetail

AutoCAD SHX Text

MEN

AutoCAD SHX Text Light switch

AutoCAD SHX Text Thermostats, Etc.

AutoCAD SHX Text Convenience Outlets

AutoCAD SHX Text Data, Tel., Etc.

AutoCAD SHX Text %%UDetail

AutoCAD SHX Text viewing distance above 21 feet.

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%%U902 DINING SURFACES & WORK SURFACES

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%%U804 KITCHENS AND KITCHENETTES

AutoCAD SHX Text ANSI/ICC A117.1 303 - CHANGES IN LEVEL (REFERENCE DETAIL) A. Changes in level up to 1/4" may be vertical and without edge treatment B. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater than 1:2.

AutoCAD SHX Text ANSI/ICC A117.1 302.2 - CARPET A. Carpet provided on a floor surface shall be securely attached; have a firm pad or Carpet provided on a floor surface shall be securely attached; have a firm pad or backing, or no pad; and have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Maximum pile thickness shall be 1/2". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the exposed edges. ANSI/ICC A117.1 302.3 - GRATINGS A. If gratings are located in walking surfaces or along accessible routes, then they shall have spaces no greater than 1/2" wide in one direction. B. If gratings have elongated openings, then they shall be placed so that the long dimension is perpendicular to the dominant direction of travel.

AutoCAD SHX Text ANSI/ICC A117.1 305.2 - SIZE AND APPROACH A. Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" long. Clear floor space shall be centered on the element it serves.

AutoCAD SHX Text ANSI/ICC A117.1 307 - GENERAL A. Objects projecting from walls (for example, telephones) with their leading edges between 27"-80" above the finished floor shall protrude no more than 4" into walks, halls, corridors, passageways, or aisles. Freestanding objects mounted on posts or pylons may overhang 12" maximum from 27"-80" above the ground or finished floor. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space.

AutoCAD SHX Text ANSI/ICC A117.1 308 - HEIGHT (REFERENCE DETAIL) A. Unobstructed front approach - 48" max. to 15" min. A.F.F. Controls located in an Unobstructed front approach - 48" max. to 15" min. A.F.F. Controls located in an alcove >24" deep must have 36" clear floor width. B. Unobstructed side approach - 48" max. to 15" min. A.F.F. Controls located in an Unobstructed side approach - 48" max. to 15" min. A.F.F. Controls located in an alcove >15" deep must have 60" clear floor width. C. Electrical & communication system receptacles shall be mounted no less than 15" Electrical & communication system receptacles shall be mounted no less than 15" above the floor. ANSI/ICC A117.1 309 - OPERABLE PARTS Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5.0lbs maximum.

AutoCAD SHX Text IBC 1104 - LOCATION A. At least one accessible route within the site shall be provided from public transportation stops, accessible parking and accessible passenger loading zones, and public streets or sidewalks to the accessible building entrance served. ANSI/ICC A117.1 403.5 - CLEAR WIDTH A. The minimum clear width shall be 32" at a point for a max. length of 24" and 36" continuously, per Table below.

AutoCAD SHX Text ANSI/ICC A117.1 406 - SLOPE (REFERENCE DETAIL) A. Slopes of curb ramps shall comply with 406 B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20. ANSI/ICC A117.1 406.4 - WIDTH (REFERENCE DETAIL) A. The minimum width of a curb ramp shall be 36", exclusive of flared sides. ANSI/ICC A117.1 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL) A. If a curb ramp is located where pedestrians must walk across the ramp or where it is not protected by handrails or guardrails, it shall have flared sides; the maximum slope of the flare shall be 1:10

AutoCAD SHX Text IBC with WA STATE AMENDMENTS 1101.2.1 - CLEAR WIDTH A. Clear width of an accessible route shall comply with Table above. For exterior routes of travel, the minimum clear width shall be 44". ANSI/ICC A117.1 403.5.2 - PASSING SPACE A. If an accessible route is less than 60" in width, then passing spaces of at least 60"x60" shall be provided at 200' max. spacing. B. The minimum clear width for two wheelchairs to pass is 60" ANSI/ICC A117.1 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall have 80" min. clear head room. ANSI/ICC A117.1 403.3 - SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48

AutoCAD SHX Text ANSI/ICC A117.1 406.10 - DIAGONAL CURB RAMPS A. If diagonal curb ramps have returned curbs or other well-defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 48" minimum clear space outside active traffic lanes of the roadway. If diagonal curb ramps are provided at marked crossings, the 48" clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. ANSI/ICC A117.1 406.11 - ISLANDS A. Any raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long and 36" minimum wide between the curb ramps in the part of the island intersected by the crossings.

AutoCAD SHX Text ANSI/ICC A117.1 602.1 - GENERAL A. Accessible drinking fountains shall comply with Sections 602 and 307. ANSI/ICC A117.1 602.2 - CLEAR FLOOR SPACE A. A clear floor space complying w/ Section 305, positioned for a forward approach to the drinking fountain, shall be provided. Knee & toe space complying with Section 306 shall be provided. The clear floor space shall be centered on the drinking fountain. EXCEPTIONS: 1. Drinking fountains for standing persons. 2. Drinking fountains primarily for children's use. 3. In existing building, existing drinking fountains providing a parallel approach complying w/ Section 305, centered on the drinking fountain shall be permitted. 4. Where specifically permitted by the administrative authority, a parallel approach shall be permitted that replace existing parallel approach drinking fountains. ANSI/ICC A117.1 602.3 - OPERABLE PARTS A. Operable parts shall comply with Section 309. Operable parts shall comply with Section 309. ANSI/ICC A117.1 602.4 - SPOUT OUTLET HEIGHT A. Wheelchair accessible spout outlets shall be 36 inches max. aff. Standing person Wheelchair accessible spout outlets shall be 36 inches max. aff. Standing person spout outlets shall be 38 inches min. & 43 inches max. aff. ANSI/ICC A117.1 602.5 - SPOUT LOCATION A. Spout shall be located 15 inches min. from the vertical support and 5 inches max. Spout shall be located 15 inches min. from the vertical support and 5 inches max. from the front edge of the drinking fountain, including bumpers. ANSI/ICC A117.1 602.6 - WATER FLOW A. Spout shall provide a flow of water 4 inches min. in height. The angle of the water Spout shall provide a flow of water 4 inches min. in height. The angle of the water stream from spouts within 3 inches of the front of the drinking fountain shall be 30 degrees max. and from spouts between 3 inches & 5 inches from the front of the drinking fountain shall be 15 degrees max., measured horizontally relative to the front face of the drinking fountain.

AutoCAD SHX Text ANSI/ICC A117.1 404.2.1 - DOUBLE - LEAF DOORWAYS A. Doorways with two independently operated leaves shall have at least one active leaf Doorways with two independently operated leaves shall have at least one active leaf that meets the requirements in 404.2.2 and 404.2.3 ANSI/ICC A117.1 404.2.2 - CLEAR WIDTH A. Doorways shall provide a clear opening of 32" minimum, with the door open 90 . Doorways shall provide a clear opening of 32" minimum, with the door open 90°.1. Clear opening shall be measured between the face of the door and opposite stop. Clear opening shall be measured between the face of the door and opposite stop. 2. Openings more than 24" in depth shall provide a clear opening of 36" minimum. Openings more than 24" in depth shall provide a clear opening of 36" minimum. ANSI/ICC A117.1 404.2.3 - MANEUVERING CLEARANCES AT DOORS Provide level (1:48 max. slope) and clear maneuvering area at doors as follows: A. Front approach pull side - 60" min. width & 18" min. beside strike edge Front approach pull side - 60" min. width & 18" min. beside strike edge Front approach push side - 48" min width & 0" beside strike edge (12" @ strike if door has both a closer and a latch) B. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge or - Hinge side approach pull side - 60" min. width; 36" min. beside strike edge or - 54" min. width; 42" min. beside strike edge Hinge side approach push side - 42" min. width & 22" min. beside hinge edge (48"min. width if door has both a closer and a latch) C. Latch side approach pull side - 48" min. width and 24" min. beside strike edge Latch side approach pull side - 48" min. width and 24" min. beside strike edge (54"min. width if door has a closer) Latch side approach push side - 42" min. width and 24" min. beside strike edge (48"min. width if door has a closer) ANSI/ICC A117.1 404.2.4 - THRESHOLDS AT DOORWAYS A. Maximum threshold height: 1/2". Raised thresholds and floor level changes shall be Maximum threshold height: 1/2". Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2

AutoCAD SHX Text ANSI/ICC A117.1 605 - URINALS A. Accessible urinals shall comply with Section 605. ANSI/ICC A117.1 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL) A. Urinals shall be stall-type or wall hung with a tapered, elongated rim at 17" maximum above the finished floor. The rim shall extend a minimum of 13 " from 12" from the wall. ANSI/ICC A117.1- 605.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL) A. A clear floor space 30" wide by 48" deep minimum shall be provided in front of urinal to allow forward approach. 1. This space shall adjoin or overlap an accessible route. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 29" clearance between them. provided with 29" clearance between them. 3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered on fixture. ANSI/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL) Controls shall comply with ANSI/ICC A117.1 309 OPERABLE PARTS

AutoCAD SHX Text ANSI/ICC A117.1 603.2.2 - DOORS A. Doors shall not swing into the clear floor space or clearance for any fixture. ANSI/ICC A117.1 603.2 - CLEARANCES A. The accessible fixtures and controls required shall be on an accessible route. An unobstructed turning space complying with 304 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the turning space may overlap, however; the only turning space provided shall not be located within a stall. ANSI/ICC A117.1 603.3 & 606 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors are provided in the toilet room. ANSI/ICC A117.1 603.3 - MIRRORS (REFERENCE DETAIL) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35" maximum above the floor. ANSI/ICC A117.1 603.6 - OPERABLE PARTS A. Operable parts on towel dispensers and hand dryers shall comply with Table below.Operable parts on towel dispensers and hand dryers shall comply with Table below.

AutoCAD SHX Text ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 17" minimum from the wall. 2. Clearance of 27" minimum shall be provided from the finished floor to bottom of of apron. 3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge of of the lavatory, 30" wide minimum, and 19" deep minimum. 4. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory. ANSI/ICC A117.1 606 - DEPTH A. Each sink shall be a maximum of 6-1/2" deep.

AutoCAD SHX Text ANSI/ICC A117.1 606.6 - EXPOSED PIPES AND SURFACES A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise Hot / cold water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under lavatories. There shall be no sharp or abrasive surfaces under lavatories. ANSI/ICC A117.1 606.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 lb. The force required to activate controls shall be no greater than 5 lb. C. Lever-operated, push-type, and electronically controlled mechanisms are examples of Lever-operated, push-type, and electronically controlled mechanisms are examples of acceptable designs. D. If self-closing valves are used the faucet shall remain open for 10 seconds If self-closing valves are used the faucet shall remain open for 10 seconds minimum.

AutoCAD SHX Text ANSI/ICC A117.1 905.2 - CLEAR FLOOR SPACE A clear floor space complying with Section 305 shall be provided. ANSI/ICC A117.1 905.3 - HEIGHT Accessible storage elements shall comply with at least one of the reach ranges specified in Section 308. ANSI/ICC A117.1 905.4 - OPERABLE PARTS Operable parts of storage facilities shall comply with Section 309.Operable parts of storage facilities shall comply with Section 309.

AutoCAD SHX Text ANSI/ICC A117.1 609.8 - STRUCTURAL STRENGTH A. Grab bars and mounting devices shall meet the following requirements: Grab bars and mounting devices shall meet the following requirements: 609.8 Allowable stresses shall not be exceeded for materials used where a vertical or horizontal force of 250 lbs. is applied at any point on the grab bar, fastener mounting device, or supporting structure. 1. Shear stress induced by application of 250 lb. shall be less than allowable shear stress for material used.

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