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Permit D17-0167 - DARWIN'S NATURAL PET PRODUCTS - INTERIOR OFFICE REMODEL
DARWIN'S NATURAL PET PRODUCTS 350 TRECK DR 017-0167 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 0223400045 350 TRECK DR DEVELOPMENT PERMIT Project Name: DARWIN'S NATURAL PET PRODUCTS Permit Number: D17-0167 Issue Date: 8/2/2017 Permit Expires On: 1/29/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: CASEYMAX LLC 350 TRECK DRIVE , TUKWILA, WA, 98188 SCOTT TAYLOR 350 TRECK DR , TUKWILA, WA, 98188 D P INC GENERAL CONTRACTORS 19936 BALLINGER WAY NE , SEATTLE, WA, 98155 DPINCGC066BU PARKER SMITH FEEK 2233 112 AVE NE , BELLEVUE, WA, 98004 Phone: (206) 317-0185 Phone: (206) 361-2989 Expiration Date: 1/31/2018 DESCRIPTION OF WORK: D15-0063 INTERIOR OFFICE REMODEL FOR NEW TENANT SPACE INCLUDING DEMOLITION OF WALLS, NEW WALLS, DOORS, CASEWORK AND ASSOCIATED MODIFICATIONS TO MECHANICAL AND ELECTRICAL ITEMS Project Valuation: $134,555.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IV Electrical Service Provided by: TUKWILA Fees Collected: $3,141.47 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No f Permit Center Authorized Signature: Date: n I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: �� o L `2. * Date: 'd) c,.9 17 Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "1", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 12: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 13: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3) 14: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum-to-minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 18: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 19: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 21: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 22: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 24: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 25: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 28: ***BUILDING PERMIT CONDITIONS*** 29: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 30: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 32: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 35: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 36: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 37: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 39: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 40: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUK; . LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. p( 7 —©((a 7 Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION 3.50 -r-ECK DR.SIUWGliILA w)4 gSJv8 King Co Assessor's Tax No.: Oo 32LD - n045 - no Site Address: Q LtJ) LA /J)A Suite Number: /1Ii,9 Floor: 4 Tenant Name:jq Q1.13/A/ S A)I9 r)2A L INET- jt DL)1 -S New Tenant: ❑ Yes 15d .. No PROPERTY OWNER Name:`,5 C Dir �l) LOfZ Name: /a qse mAX Ike- City�t W/ L-A State: '/q Zip: 9iip1S� Address3610 _ KaV. Zip:Wipe City;...----- ,KWiLA State: zaA CONTACT PERSON - person receiving all project communication Name:`,5 C Dir �l) LOfZ Address-1-72Ede ^e J, City�t W/ L-A State: '/q Zip: 9iip1S� Phone:406 317- D/r6Fax:a ec-.20}-aLizio Email: GENERAL CONTRACTOR INFORMATION Company Name: MA ‘e LLAAl iteolin-e-rs Company Name: -DP, e Q QPOR. PrrEb AE Address:) 993lp ,,424.- �EiP ti)A- City: LE W E State: 14)A Zip:98:466 Phone [ ,2929Faxo�oeP 3i.. a 1,0103 Contr Reg No.: /�� 41- oExo i! : 1/3 / 1 8 Tukwila Business License No.: o Aq4^ Fo H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12. docx Revised: February 2012 bh ARCHITECT OF RECORD Company Name: MA ‘e LLAAl iteolin-e-rs Architect Namec LDvFie F� Address:T393..� jSg ,AVE NES a City: a_DinoA.j IJ State: LA)A Zip:98D5a Phone: , / Fax a� . Q�5 .4318 has-�gs- Email: ENGINEER OF RECORD Name:!ARKE2 Company Name: A/Y/4 City: City: State: )A Zip:eig [yi in Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name:!ARKE2 Siry Til EEK Address.233 Ila nL v All G City: City: State: )A Zip:eig [yi in Page 1 of 4 BUILDING PERMIT INFORMATI — 206-431-3670 Valuation of Project (contractor's bid price): $ 134 SSS OD .e Existing Building Valuation: $ / 9av,lpDO Describe the scope of work (please provide detailed information): �D ��pE aP— &DR 1< C3 / J 443) Will there be new rack storage? ❑ .... Yes ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? D Yes jg No If "yes", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: Oil Sprinklers a4 Automatic Fire Alarm ❑ None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes a No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-I2. docx Revised: February 2012 bh Page 2 of 4 Existing_ Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 2"d Floor �i3a 5134 3403.1 o I 1 .. 1 3i Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? D Yes jg No If "yes", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: Oil Sprinklers a4 Automatic Fire Alarm ❑ None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes a No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-I2. docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INF( VIATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. W ter District N.. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Se er District .. Tukwila ❑ .. Sewer Use Certificate ... High line ❑...Valley View ❑...Renton ❑ ...Sewer Availability Provided ❑.. Renton 0... Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): N.. Civil Plans (Maximum Paper Size — 22" x 34") 0 .. Technical Information Report (Storm Drainage) ❑ .. Bond 0... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer 0 .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control 0 .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size 0... Geotechnical Report 0...Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours ❑... Right-of-way Use—Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage 0... Abandon Septic Tank 0...Curb Cut 0... Pavement Cut 0... Looped Fire Line ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public WO # WO # WO # 0 Private ❑ Private ❑ 0... Grease Interceptor ❑ ... Channelization ❑ ... Trench Excavation ❑...Utility Undergrounding (2) " WO # (3) " WO # (2) " WO # (3) " WO # ❑ .. Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 0 .. Water ❑ .. Sewer Monthly Service Billing to: Name:: L Number of Public Fire Hydrant(s) 0 .. Sewage Treatment sP Mailing Address: O 1 �/e Water Meter Refund/Billing: Name. Mailing Address' Day Telephone: o?&&' :317- 40/F5 i 4 c 9g 1 g° City State Zip %KAL f 'r abz>067-3 Day Telephone: p Det,' ' /7 ®/g',3 City State Zip H. \Applications \Forms -Applications On Line \2012 Applications\Permit Application Revised - 2-7-12. docx Revised: February 2012 hh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature:'' Print Name: /4 y L Q Mailing Address: 350 -7-4—E(A H'\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12. docx Revised: February 2012 hh Date: Co%!/o%D/ 7 Day Telephone: 149.04 '.3/ 7- 01$5 rri<idi LIM 9818'8 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT ( QUANTITY : PAID $3,141.47 D17-0167 Address: 350 TRECK DR Apn: 0223400045 $3,141.47. DEVELOPMENT $3,049.21 PERMIT FEE R000.322.100.00.00 0.00 $1,845.28 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,199.43 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $92.26 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11776 R000.322.900.04.00 0.00 $92.26 $3,141.47 Date Paid: Wednesday, June 21, 2017 Paid By: DARWINS NATURAL PET PRODUCTS Pay Method: CHECK 6834 Printed: Wednesday, June 21, 2017 2:13 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit )i 7 -c i4, CITY OF TUKWILA BUILDING DIVISION tAt- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INSPECTION NO. PERMIT NO. Project: .1)%4-Cwvis1S 1461Virti, 1461VPei. P/173 Type of Inspection: ?'iLz),/YC- , PO' 4 -- Address: 3. eT7'ep4 DR. Date Called: Special Instructions: c0-2-1--- % AA,1iv, Aikmqz Date Wanted: a.m.' 12 - , i % p.m. Requester: Phone No: # 2 5 - 220 - 41080 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: c- 13U O/ ') E F -1102 -- Inspector: it L - Inspector: Date: r /7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)17-61(477 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: D4' t i 45 MTVRAL f ! Wt') Type of Inspection: rRkTrYt 11116 - Address: JJ 3S -t) T; I< ,Dt i Date Called: Special Instructions: Date Wanted: /7-73'—/ 7 a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: r / 1I cs- Inspector: 63 Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 Di 7- t�-7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Pro ect: 1t1.�/V /?4 7 CSz7 Type of Inspection: C LA 0 d4 Address: -3.:5-C 7< DR. Date Called: Special Instructions: Date Wanted: > //.../.../7 � / �/7 / C ri,, p.m. Requester: l/%✓S' Phone No: yz 6-22c - 1/C 0 nApproved per applicable codes. El Corrections required prior to approval. COMMENTS: OK, .L-1}-2_1' Inspector: Date: ///-/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 1)1-7-65/4, 7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit inspection Request Line (206) 438-9350 Project: , ', 'i'V ,£'T ,?C}_`;'l Type of Inspection: /,i D C 72//'E -- Address: 3-5C .7-R.7.< .1 , Date Called: Special Instructions: Date Wanted: /71-17 a.m. p.m. Requester: '!1'S'/..5 - Phone No: 912 5- - 7—z _Vc L E/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: z�K -lijree WZ" (/L /AkE: - Inspector: Date: //1-/7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ?T' ION NO. PERMIT NO. bi7-0/e7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: re,--- D A t.t i✓{ A i-iv,✓/t! ' Type ofpection: trArkt i Ai •— Address: 30 1reze D‹. Date Called: a.m. Special Instructions: Date Wanted:_ l JC'' ✓/il m. Requester: ' Phone No: Approved per applicable codes. L, Corrections required prior to approval. COMMENTS: Inspector: Date: //o/ /t7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN 'ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 'x/7-0/61 Project: Typnspection: 1 Address: 3ST oT�"'..t;ce b Date Called: Special Instructions: Date Want d: 2' /7 0.1m p.m. Request r: Phone No: i l Approved per applicable codes. El Corrections required prior to approval. } COMMENTS: 1 0 eLL` tr-KAC &fi T 0ti' AA',r' r✓ti :TL r Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 P ct: OA ✓y 4.7,�L l �6�- - a..cs Type of ection: - .4i 0 )>. c_, Address: DateCalled: Special Instructions: Date Wa fl t 7 p Requester. Phone No: co i'z-/ nApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: s��'�'1 Dateg Jl 7/ P (3f ' ,,i (pHic 1 co i'z-/ fi[ttvilitfc - or ((CdvrrAJ6 c,J rt,—e'(/-L. Le44 - /.J /1,�1'/0'v L Inspector: s��'�'1 Dateg Jl 7/ REINSPECTION FEE REQUIRED. Prior to next inspection.' fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers:/ - Type of Ins ion: Address: Suite #: 6 5- r cl,C.- Contact Person: Special Instructions: -(pr v } 9'l Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers:/ - Fire Alarm: '/ Hood & Duct: flvES L r -(pr v } 9'l ;Pre -Fire: ✓,r Permits: -C/g. fis.,,,, /9-z- 4,-;ap(2--ev-6,--4 bet_ Week_ e --. f mS cam' /.? -'/"G (` Es Of 50-2-f, r, t (e -g-, — az,_ /9-e r -- & rift -r- --(I- Needs Shift Inspection: 2 ` Sprinklers:/ - Fire Alarm: '/ Hood & Duct: Monitor: t,,,,/ Dr "..l ;Pre -Fire: ✓,r Permits: Occupancy Type: Inspector: c - - - -.4 4-` ,--i,I,A. , Date: ( Z.-/ 4J Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Con1pan' Name: Address: City; State: l Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: sir kJ t /.1 `.7 Sprinklers: Lre Type of Inspection: (. �-ci Ce )7 Address: Suite #: r....—. / ((-e ,jContact '1'' Pers Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5 iv 2 - Needs Shift inspection: » Sprinklers: Lre Fire Alarm: tie', Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: ideaeyir?-- Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Calf to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTM 206-575-4407 PERMIT-. NUMBERS Project: pi (4 Type of Inspection: Address: Contact Person: Suite #: 7fV"e bc.. Special Instructions: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: F(44- itivvive-b el/tit se C76-6 Needs Shift Inspection: Sprinklers: Fire Alarm: ye C Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Fri Date: j/ l i iii " Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City:. State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA=IRE DEPARTMENT 206-575-4407 Project;i'� fr;( PVI` P..t---6-00 : Type of Inspection Addressbi- : Suite #: T ec tc.Contact Person: Special Inst ctions: Phone No.: Approved per applicable codes: Corrections required prior to approval. COMMENTS: -ffK ()lie ;Gl Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: - Pre -Fire: Permits: Occupancy Type: Inspector: fyy 1 5 -Lk Date: /o/-,, 17.— Hrs.: $100.00 REINSPECTION FEE REQUIRED. You wifI receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER PERMIT NUMBERS CITYOF TUKWILA FIRE DEPARTMIT 206-575-4407 Project: 4y $J(5. Sprinklers: 6: vre ( y tion: e Ins ec (ov�'�'V' Address: Suite#: j f .0 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required priori() approval. COMMENTS: 0 (.c- 1-6 k ( Sz-e tit v'C U -I--C S ,.o Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire. Permits: Occupancy Type: Inspector:.,-- Date: , /3'f /T- Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 July 11, 2017 City of Tukwila Department of Community Development SCOTT TAYLOR 350 TRECK DR TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0167 DARWIN'S NOTURAL PET PRODUCTS - 350 TRECK DR Dear SCOTT TAYLOR, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Plan set notes reference 2012 International codes. Lighting summary is also the outdated 2012 WSEC forms. Revised forms and codes on the related sheets to reference 2015 codes. 2. Plans and documents produced by a design professional shall be stamped, signed with dated on the stamp. Provide a new plan set with all sheets stamped and signed by the architect. See general note above. Note: In response to these corrections for this permit -plan -review, other corrections may be needed. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can L., reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0167 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ADP Incorporated L--- 1 TENANT CONSTRUCTION SERVICES Estimator: Trygve Oye Phone: (206) 361-2989 Fax: (206) 362-3665 TI BID PROPOSAL Date: Mar 5, 2017 Project: Darwin's Natural Pet Products T.I. Building: City: File: 350 Treck Drive Tukwila, WA 98188 Magellan Architects 9/25/25 client set - 9 pages PROPOSAL NOTES & CLARIFICATIONS SCOPE OF WORK Plans, Building Permit, Architectural Inspections and related fees by others GENERAL The following clarifications are descriptions of the scope of work included in our budget proposal. All quantities and pricing are subject to revision, pending revisions, clarifications or changes. It is common to use allowances as place holders for dollars when specific products are not known or information or pricing is not available within the time frame required to submit the bid. Upon receipt of additional information, specifications or specific pricing, the budget will be adjusted accordingly to reflect the new information and changes. Any items missing from the drawings set is specifically excluded. Any items not completely defined are Contractor Designed. In the event of a discrepancy between the Plans, Specifications and the Contractor's Scope, the Contractor's Scope will take precedence. BID DOCUMENTS Magellan Architects 9/25/25 client set - 9 pages. Site meeting with Scott Taylor. SCHEDULE The estimated duration for this project is 9 weeks, including 1 week for phasing in occupied space, excluding Tong -lead Compression or Extension of the Project Schedule will result in additional labor costs, supervision and general conditions. The estimated schedule is for active construction activities and does not account for long -lead materials and equipment, or delays outside of DP control. GENERAL CONDITIONS Mobilization. Main office project management and administration. Jobsite supervision. Additional Genaral Conditions expenses for one additional week due to phasing of occupied areas. Contractor's safety program. Equipment and tool rental, and small tools, as required. General (progressive) and final detail cleaning. DEMOLITION Includes demolition of existing walls, floor coverings, acoustical ceilings and related finishes where noted. Floor covering removal to include wood flooring in private offices. Existing wall paper will either be removed or covered with 1/8 -inch GWB, depending on input from vendor (an overlay may expedite the project schedule and be less disruptive). Includes dumpster and disposal fees related to our work. DPI will recycle constructiond ebris whenever possible. WOOD & PLASTICS Includes in -wall backing and blocking for all built-ins and accessories shown on the prints, and door and relite bucks for all new door and relite openings. Ail in -wall lumber to be fire -rated per Code. THERMAL & MOISTURE PROTECTION Includes new acoustical insulation in cavities of new walls and reuse of existing acoustical insulation above ce' ' '1�'�K DOORS & WINDOWS t) 1 U K`, LILA Includes new doors, frames and relites where indicated. (6) new 3' by 7' painted doors in cased frames, with ADA lev hardware (4 passage and two Iocksets) and door stops. (4) 3' by 6'-8" painted cased relite frames, with 1/4" clear-tempet d 2121i;1 1*7" 0 I 10 PERMIT CENTER r--/ DP Incorporated �- ---� TENANT CONSTRUCTION SERVICES TI BID PROPOSAL Estimator: Trygve Oye Phone: (206) 361-2989 Date: Mar 5, 2017 Project: Darwin's Natural Pet Products T.I. Building: 350 Track Drive City: Tukwila, WA 98188 File: Magellan Architects 9/25/25 client set - 9 pages Fax: (206) 362-3665 SCOPE OF WORK PROPOSAL NOTES & CLARIFICATIONS FINISHES Includes steel framing and Level -4 drywall where indicated, skim coating or 1/8" overlay of existing wall paper walls, and patching of damage following demolition. Includes acoustical ceiling modifications and grid patch following demolition, and up to 10% ceiling file renewal throughout Includes new carpet, sheet vinyl and rubber base per prints. Includes floor preparation allowance for existing wood deck. Includes priming and painting of new and existing GWB walls and ceilings throughout second floor, and priming and painting of all new and existing wood doors, frames and relites. Includes colors as indicated on prints. SPECIALTIES Includes new Code -required toilet accessories and 24" by 36" mirrors, Code -required restroom signage, (2) new fire extinguishers and semi -recessed cabinets, and installation. FIRE SPRINKLERS Includes reconfiguring the existing fire sprinkler head layout and counts for the new wall layout. Note that base bid assumes the existing non-matching sprinkler heads are reused - please see alternate option for replacing 4" pendant heads with new semi -recessed heads so that all heads match throughout the space. PLUMBING Includes plumbing rough -in modifications and new fixtures for Men's and Women's restrooms - each with (1) deck -mounted tank -type toilet and (1) deck -mounted lavatory - and (1) sink at the open office. HVAC Includes modifications to the existing HVAC system, as follows: (2) relocated supply air grilles and ductwork, and (2) added supply air grilles and ductwork for the new offices. (4) new retum air grilles for the new offices using 4 -way modular core diffusers to match the style currently in the space. (2) new 110-cfm exhaust fans for the new restrooms with ductwork and tie-in to existing (1) relocated thermostat. Comfort air balance upon completion. ELECTRICAL Includes modifications to the existing electrical lighting and fire alarm, as follows: Make -safe electrical disconnects and circuit modifications for new layout. (13) relocated troffer lights. (2) vanity light fixtures. (1) GFCI receptacle. (1) dedicated 20 -amp receptacle. (10) duplex receptacles. (7) mud rings and pull strings. (1) exit sign. RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER rDP Incorporated �--� TENANT CONSTRUCTION SERVICES Estimator: Trygve Oye Phone: (206) 361-2989 Fax: (206) 362-3665 TI BID PROPOSAL Date: Mar 5, 2017 Project: Darwin's Natural Pet Products T.I. Building: 350 Treck Drive City: Tukwila, WA 98188 File: Magellan Architects 9/25/25 client set - 9 pages SCOPE OF WORK PROPOSAL NOTES & CLARIFICATIONS PROJECT PROPOSAL EXCLUSIONS Plans, engineering/architectural work and special inspections. Hidden conditions and unforeseen conditions and errors & ommissions in the bid documents. Hazardous material testing or handling/disposal. Any work not specifically referenced above or on the attached spreadsheet. Structural work (concrete & framing). Work on existing completed construction & deficiency repairs. Upgrades to existing systems (structural, ACT, mechanical, electrical, fire alarm, etc.). Off hours, swing shift, night, weekend or holiday shift work. Costs in excess of stated allowances. Emergency lighting, if required. Expediting fees or overtime labor to advance schedule. Delays outside of DPI control. Energy management system if required by Inspector (unlikely based on recent projects within City of Tukwila). Lighting time clock for lighting circuits. Proprietary fire alarm expenses, if applicable. LEED procedures or documentation. RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER Joanna Spencer From: Todd Reedy Sent: Monday, June 26, 2017 12:59 PM To: Joanna Spencer Subject: RE: 350 Treck Dr. Hi Joanna, 350 Treck Drive is current on backflow preventer installation and testing. Have a good day, Todd From: Joanna Spencer Sent: Monday, June 26, 2017 10:07 AM To: Todd Reedy <Todd.Reedy@TukwilaWA.gov> Subject: 350 Treck Dr. Good Morning Todd, Are the backflows at the above address current? Joanna Spencer Development Engineer Public Works Department 6300 Southcenter Blvd, Suite 100, Tukwila, WA 98188-2544 Phone: 206 431-2440 Fax: 206 431-3665 DIi-011 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0167 DATE: 07/19/17 PROJECT NAME: DARWIN'S NATURAL PET PRODUCTS SITE ADDRESS: 350 TRECK DR Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: fthWO ng Division Public Works Fire Prevention Structural n Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 07/20/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 08/17/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW D Staff Initials: 12/18/21113 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0167 DATE: 06/21/17 PROJECT NAME: DARWIN'S NATURAL PET PRODUCTS SITE ADDRESS: 350 TRECK DR X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Cow R. (011H uilding Division NEI ‘AS AID (c—(7 Public Worcs ogi A-fr1 AWc 7-1H7 Fire Prevention111 Structural n Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 06/22/17 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/20/17 n n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 7 -IH 3 Bldg IV Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http:;/www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: c-:"), Plan Check/Permit Number: D17-0167 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Darwin's Natural Pet Products Project Address: 350 Treck Dr Contact Person:ry o�-�L�C Phone Number: t--{_>-; Summary of Revision: RECEIVED CITY OF TUKWILA JUL 1 7 2017 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date pf revision i())' Cityby: 'T fl N f 7 �" F I''' Received at the Ci of Tukwila Permit Center k �� � i� i ❑ Entered in TRAKiT on 4. \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: D P INC GENERAL CONTRACTOR S it ome spaiSul Contact Search L&I Safety & Health Clairns & Insurance Washington State Department of % Labor & Industries A -'L tudcx Help Page 1 of 2 1 Workplace Rights Trades & Licensing D P INC GENERAL CONTRACTORS Owner or tradesperson Principals DODSON, WILLIAM, PRESIDENT Doing business as D P INC GENERAL CONTRACTORS WA WI No. 601 515 833 19936 BALLINGER WAY NE SEATTLE, WA 98155 206-361-2989 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL L'cense 00. DPINCGC066BU Effective ---- expiration 01/31/1994— 01/31/2018 Bond Merchants Bonding Co (Mutual) Bond account no. WA28622 $12,000.00 Received by 18,1 Effective date 12/27/2012 01/31/2013 Expiration date Until Canceled Bond history Insurance Continental Western Ins Co PoihCy no. CPA6015605 $1,000,000.00 Received by 1..81 Effective date 08/04/2016 09/15/2016 Expiration date 09/15/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGC066BU&SAW= 7/24/2017 D P INC GENERAL CONTRACTORS Workers' comp 1 Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 578,236-01 Account is current. Doing business as D P INC Estimated workers reported Quarter 1 of Year 2017 "Greater than 100 Workers" L&I account contact T5 / JAVIER PAREDES (360)902-4639 - Email: PAJB235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes Contractors not allowed to bid Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 03/05/2014 Inspection no. 316958065 Location 625 Andover Park W. Tukwila, WA 98188 Violations Page 2 of 2 it Washington State Dept, of Labor & Industries. Use of this site Is subject to the laws of the state of Wsshinefon. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGC066BU&SAW= 7/24/2017 EXISTING OFFICE BUILDING DARWIN'S NATUt ' r 4'' L PET FOOD OFFICE TENANT IMPROVEMENT 350 TRECK DR TUKWILA, WA 98188 FILE COPY Permit No. t7V'V O\�Q1 Plan review azpprcvol 13 subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: % Date: c& ©-c) \'7 City of Tukwila BUILDING DIVISION REVISIONS '" No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees: SEPARATE PERMIT REQUIRED FOR: Ed/Mechanical 121 Electrical ES Plumbing D"Gas Piping City of Tukwila BUILDING DIVISION DEFERRED SUBMITTALS THE GENERAL CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR VERIFYING EXISTING FIELD CONDITIONS AND COORDINATING ALL DEFERRED SUBMITTALS. THE GC'S SUBCONTRACTOR(S) SHALL BE RESPONSIBLE FOR VERIFYING COMPLIANCE WITH LOCAL AUTHORITIES AND ALL CURRENT CODES, REGULATIONS AND REQUIREMENTS. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAW BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL MECHANICAL & PLUMBING: 1. THE MECHANICAL & PLUMBING WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID A PROPOSED HVAC AND PLUMBING DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. 2. THE GCS MECHANICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY MECHANICAL PERMITS. 3. THE GC'S PLUMBING SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY PLUMBING PERMITS. ELECTRICAL: 1. THE ELECTRICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID A PROPOSED ELECTRICAL DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. 2. THE GC'S ELECTRICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY ELECTRICAL PERMITS. FIRE PROTECTION/FIRE ALARM: 1. THE FIRE PROTECTION & FIRE ALARM WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID A PROPOSED FIRE PROTECTION DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS. 2. THE GCS FIRE PROTECTION SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY FIRE PROTECTION PERMITS. MANUFACTURED STAIRS: 1. THE INTERIOR STAIR DESIGN AND ENGINEERING FOR THE PROJECT SHALL BE PERFORMED AS DESIGN -BUILD. THE GC SHALL SUBMIT WITH THE BID PROPOSED MANUFACTURED STAIR DESIGN DRAWINGS AND ENGINEERING THAT COORDINATE WITH THE ARCHITECTURAL DRAWINGS. 2. THE GC'S STAIR SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL ASSOCIATED AND NECESSARY PERMITS. A. B. c. D. E. F. G. H. J. GENERAL NOTES REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING K. BUILDING CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND REGULATIONS. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO THE ARCHITECTS CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET BUILDING CODES AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS, OR BETWEEN THE PLANS AND SPECIFICATIONS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL U11U11ES AND PIPING BEFORE BEGINNING WORK. CONSTRUCTION, CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REfHENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. RISING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL AND AT NO ADDITIONAL COST TO THE OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLA11ON INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. L MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. THE GC SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR M. WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE 11ME WORK IS TO COMMENCE. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. GC SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL GC SHALL PROVIDE SHOP DWGS AND PRODUCT DATA FOR ARCHITECTS APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE GC SHALL PROTECT ALL PERSONNEL PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING N. INSTALLATION OF MECHANICAL ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE GC SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE, FILL ALL HOLES AND VOIDS IN FLOORS WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE -UPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVER CUTTING TO A MIN.. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES: MATCH ADJACENT EXISTING WORK, REFERENCE SITE PLAN INFORMATION SHOWN FOR REFERENCE PURPOSES, ONLY. SITE PLAN FROM GOOGLE MAP 2015 SHEET INDEX ARCHITECTURAL: A0.1 COVER SHEET AND STE PLAN A0.2 ICC/ANS GENERAL CODE NOTES A0.3 ICC/ANSI GENERAL CODE NOTES A0.4 EGRESS PLAN A2.1 DEMOLITION PLAN & FLOOR & FINISH PLAN A2.2 DEMOLITION CEILING PLAN & REFLECTED CEILING PLAN A2.3 POWER & DATA PLAN A7.1 SCHEDULES, ELEVATIONS AND DETAILS A9.1 INTERIOR DETAILS PROJECT TEAM ARCHITECTURAL ABBREVIATIONS SYMBOLS LEGEND VICINITY MAP PROJECT DATA SYMBOLS: AT & AND L ANGLE CENTER UNE © COPYRIGHT • DEGREE 0 DIAMETER EQUAL > GREATER THAN < LESS THAN NUMBER PERCENTAGE t PLUS/MINUS PLATE ABBREVIATIONS: A.B.E. AVERAGE BUILDING ELEVATION A/C AIR CONDITIONER ADJ ADJUSTABLE, ADJACENT ADMIN ADMINISTRATION AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE ALT ALTERNATE ASR AUTOMATIC SPRINKLER RISER AVG AVERAGE BFF BELOW FINISH FLOOR BFG BELOW FINISH GRADE BD BOARD BLDG BUILDING B/S BUILDING STANDARD B.O. BOTTOM OF BOT BOTTOM BIW BETWEEN CB CATCH BASIN C.I. CAST IRON CIP CAST IN PLACE CJ CONTROL JOINT, CONSTRUCTION JOINT CMU CONCRETE MASONRY UNIT COL COLUMN CO NC CONCRETE CONT CONTINUOUS CONSTR CONSTRUCTION CON1R CONTRACTOR CPT CARPET CT CERAMIC 11LE DF DRINKING FOUNTAIN DS DOWNSPOUT DWG DRAWING EA EACH ELEV ELEVATION, ELEVATOR ELEC ELECTRICAL EJ EXPANSION JOINT EQ EQUAL EXIST EXISTING EJ EXPANSION JOINT EXP EXPANSION EXT EXTERIOR F.C.LC. FURNISH BY CONTRACTOR INSTALL BY CONTRACTOR FD FLOOR DRAIN FDN FOUNDATION FF FINISH FLOOR F.0.I.0. FURNISHED BY OWNER INSTALLED BY OWNER FEC FIRE EXTINGUISHER CABINET F.O.I.C. FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FPHB FROST PROOF HOSE BIBB FRP FIBER REINFORCED PANELS) FTG FOOTING GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GLP GYPSUM LATH & PLASTER GWB GYPSUM WALLBOARD H HIGH, HEIGHT HB HOSE BIBB HM HOLLOW METAL HORIZ HORIZONTAL HT HEIGHT HTR HEATER INSUL INSULATION JT/JTS LAM LF. LW LVL MAS MAX M.B.S. MCT MECH MEZZ MTh MFG MFR MH MIN MISC M.O. M.R. MTD MTG NIC NOM NTS OC O.H. OPP 0/ PERP PL P -LAM PLUMB PNL PROJ PRV PT QT QTR R RD RL RECD REF JOINT,JOINTS LONG, LENGTH LAMINATE, LAMINATE LINEAR FOOT, UNEAL FOOT UGIT WEIGHT LEVEL MASONRY MAXIMUM METAL BUILDING SUPPLIER MARMOLEUM COMPOSITE 11LE MECHANICAL MEZZANINE METAL MANUFACTURING MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MOUNTED MOUNTING NOT IN CONTRACT NOMINAL NOT TO SCALE ON (ENTER OVERHEAD OPPOSITE OVER PERPENDICULAR PLATE, PLASTIC LAMINATE PLUMBING PANEL, PANELING PROJECT, PROJECTED PRESSURE REDUCING VALVE POINT QUARRY 11LE QUARTER RADIUS ROOF DRAIN RAIN LEADER RECOVED REFRIGERATOR, REFERENCE REINF REQ'D RF RR RO ROW S.A.M. SCHED SC SF SG SHT SIM SPEC SQ SS STD STL STRUCT SUSP SYS TEL TEMP T&G TG T.O. TYP U11L U.O.N. VCT VERT w/ w/o W -MAT WR WRB vir WWM WWF Y.C. REINFORCING REQUIRED RUBBER FLOORING RESTROOM ROUGH OPENING PUBUC RIGHT OF WAY SELF ADHESIVE MEMBRANE SCHEDULE SOUD CORE SQUARE FOOTAGE SAFETY GLASS SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL, SANITARY SEWER STANDARD STEEL STRUCTURE, STRUCTURAL SUSPENDED SYSTEM TEMPERED, TREAD, TOP TOP & BOTTOM TELEPHONE TEMPERED TONGUE & GROOVE TEMPERED GLASS TOP OF TYPICAL UT1IJTY UNLESS OTHERWISE NOTED VINYL COMPOSITION TILE VER11CAL WITH WITHOUT WALK OFF MAT WATERPROOF WATER RESISTANT WATER RESISTANT BARRIER WEIGHT WELDED VIRE MESH WELDED WIRE FABRIC YARD DRAIN D REVISION N0. (TITLE BLOCK SHOWS REV. DATE) INDICATES REVISED AREA __‘::DETAIL NO. DESIGNATION SHEET THAT DETAIL IS SHOWN BLDG. SECTION N0. SHEET THAT SECTION IS SHOWN A C WALL SECTION N0. SHEET THAT SECTION IS SHOWN INTERIOR ELEV. NO. BE- WALL ORIENTATION SHEET THAT INTERIOR ELEV. IS SHOWN TRUE NORTH PROJECT NORTH O SHEET KEY NOTE ROOM NAME ROOM NAMROOM NAME 1 E XXX fr---- ROOM N0. XXX S.F. <ROOM AREA DOOR SCHEDULE KEY (CORRESP. TO ROOM N0. WHERE DOOR OCCURS) DOOR SUFFIX WINDOW SCHEDULE KEY PL -1 FINISH SCHEDULE KEY EQUIP. SCHEDULE KEY CASEWORK DTL NO. SHEET N0. WALL TYPE N0. INSULATION KEY WALL TYPE LETTER DATUM POINT +8'-0" A.F.F4CEILING HEIGHT ACT CE LING FINISH COUNG TYPE MATCH UNE GRID DESIGNATION ROOF SLOPE AND DIRECTION KEY BREAK UNE SYMBOL MATCH UNE 11111111111111=1 1111111111011111111111 1-405 TRANDER BLVD PROJECT LOCATION 3S0 Ittck Ot TRECK DR LEGAL DESCRIPTION: ANDOVER INDUSTRIAL PARK # 5 POR BEG NE COR TH WLY ALG CURVE TO RGT RAD 410.28 FT CENTER BEARING N 04-42-41 E C/A 01-42-08 DIST 12.19 FT TH N 84-25-51 W 198.11 FT TH ALG CURVE TO LFT RAD 410.28 FT C/A 11-03-01 DIST 79.13 FT TO TPOB TH CONTG ALG CURVE TO LFT C/A 59-37-17 DIST 426.93 FT TH S 88-56-47 E 76.41 FT TH S 45-39-47 E 70.32 FT TH S 88-16-17 E 197.22 FT TH N 01-47-28 E 292.32 FT TO TPOB LESS UP RR OPER R/W PARCEL NUMBER: JURISDICTION: SECTION/TOWNSHIP/RANGE: NAME PROPERTY NAME: YEAR BUILT/STORIES/BLDGS ON SITE: OCCUPANCY GROUP CLASSIFICATION: CONSTRUCTION TYPE/CLASS: EXISTING AREA CALCS. AND CONDITIONS: GROSS LAND AREA: GROSS BLDG FLOOR AREA: TENANT IMPROVEMENT AREA: 022340-0045 CITY OF TUKWILA NE -26-23-4 DARWIN PET FOODS 1975/1/1 B (BUSINESS) TYPE X -X, SPRINKLERED,ALARMED 53,904 S.F. (1.24 ACRES) 26,157 S.F. 5,132 S.F. REFER TO FLOOR PLAN, SHEET A0.4 FOR EXITING INFORMATION. CLIENT: DARWIN'S NATURAL PET FOOD 350 TRECK DR TUKWILA, WA 98188 PH: (206) 324-7387 CELL (206) 300-6411 PM CONTACT: GARY TASHJIAN garyOiarwinspet. com CONTRACTOR: GATEWAY CONSTRUCTION 5602 2ND AVE SOUTH SEATTLE, WA 98108 PH: (206) 621-9111 CELL: (206) 786-5009 FAX: (206) 621-9113 PM CONTACT: RON SACCO rons 'ateway-ti.com ARCHITECT: MAGELLAN ARCHITECTS 8383 158TH AVE NE, STE 280 REDMOND, WA 98052 PH: (425) 885-4300 FAX: (425) 885-4303 RECORD ARCH: PEDRO CASTRO PM CONTACT: CLOVER SCHULER clover@magellanarchitects.com REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION SCOPE AND CODE 090/9 SCOPE OF WORK SUMMARY: INTERIOR OFFICE REMODEL FOR NEW TENANT SPACE INCLUDING DEMOLITION OF WALLS, NEW WALLS, DOORS, AND CASEWORK, AND ASSOCIATED MODIFICATIONS TO MECHANICAL AND ELECTRICAL ITEMS. DESIGN CODES: INTERNATIONAL BUILDING CODE WITH INTERNATIONAL FIRE CODE INTERNATIONAL MECHANICAL CODE UNIFORM PLUMBING CODE WASHINGTON STATE ENERGY CODE NATIONAL ELECTRICAL CODE JORRECTION LT R# WASHINGTON R gI E43NTS CITY OF TUKWILA JUL 17 2017 PERMIT CENTER 2009 ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES REGISTERED ArV Pedro A. de Magalhaes Castro STATE OF WASHINGTON 0 -J Q_ fA a) v O O N O a) 0) 0 tO N s O' a O U cct ° 'o C o -:c c a) 0 OPtz °t v v E- off"'"' N 0 y 5 w m ° .aoa0i 2Eov,oNcm` :. ° 41 ..=..'0' ,2 U' -'O_ Ot ° Opo E C N' N r a> o€° c a n 29: E.. 02"3.a05.)nob°Yav'-1E c'c d a 3 o iu SON �C C>�••-N��• a1 vp U5) o°oE .� o co ET8O`3v°J. N p ▪ Tp 2 Na) D.0 ce 01m ..• Com. -•,C( p C V) �. (0)1 '~ I: 51 > OTO 00 mo..• ° ° fUa 0 o"' O• ..00OtCCC,�,. 012;c, a) N N:CC): 41 n.�; o opsr 2 T p ° Q«-.- z O a) .. 3d E 0.a° O ARCHITECTS cocD (NI Lo O) 5 c u)0 2 Z o C E > 'C7 ¢� 0o M M co n Associates u) 0 0 Z OW LL OW wp (t F -z Qa zz �w z~ w (0) Q� DO 350 TRECK DR TUKWILA, WA 98188 REVISIONS NO. DATE BY A 8/10/15 ARCH 4 • _. 7/17/17 CLIENT/CITY CHECKED: CS A LK A\ CD SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 7/17/17 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 7/17/17 CAD FILE: 14-134_A0.1 JOB NUMBER: 14-134 CHECKED: CS DRAWN: LK STATUS: CD SET COVER SHEET AND SITE PLAN A0.1 FLOOR OR GROUND SURFACES (ICC/ANSI SEC. 302 & 303) : GENERAL: FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SUP RESISTANT. CHANGES IN LEVEL OF 1/4 INCH HIGH MAX. SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MIN. AND 1-1/2 INCH HIGH MAX. SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE RAMPED AND SHALL COMPLY WITH ICC/ANSI SECTION 405 OR 406. WHEELCHAIR TURNING SPACE AND CLEAR SPACE (ICC/ANSI SEC. 304 & 305): CLEAR FLOOR OR GROUND SURFACE; FLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MIN. BY 48 INCHES MIN. AND SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. CIRCULAR SPACE: THE WHEELCHAIR TURNING SPACE SHALL BE NOT LESS THAN 60 INCHES DIAMETER MIN. WHEELCHAIR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. T -SHAPED SPACE: THE WHEELCHAIR TURNING SPACE MAY BE A T -SHAPED SPACE WITHIN A 60 INCH MIN. SQUARE WITH ARMS AND BASE 36 INCHES WIDE MIN. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MIN. IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MIN. T -SHAPED WHEELCHAIR TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES ONLY AT THE END OF EITHER THE BASE OR ONE ARM DOORS: UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING SPACE. ALCOVE CLEAR FLOOR SPACE: FORWARD APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 36 INCHES MIN. WHERE THE DEPTH EXCEEDS 24 INCHES. PARALLEL APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES MIN. WHERE THE DEPTH EXCEEDS 15 INCHES. KNEE AND TOE CLEARANCE (ICC/ANSI SEC. 306): TOE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND 9 INCHES ABOVE THE FLOOR OR GROUND SHALL BE TOE CLEARANCE. MAX. DEPTH IS PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AND 17 INCHES MIN. BENEATH THE ELEMENT. TOE CLEARANCE SHALL BE 30 INCHES WIDE MIN. KNEE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FLOOR OR GROUND SHALL BE KNEE CLEARANCE. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES MAX. UNDER AN ELEMENT AT 9 INCHES ABOVE THE FLOOR OR GROUND. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR OR GROUND SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES DEEP MIN. AT 9 INCHES ABOVE THE FLOOR OR GROUND, AND 8 INCHES DEEP MIN. AT 27 INCHES ABOVE THE FLOOR OR GROUND. KNEE CLEARANCE SHALL BE 30 INCHES WIDE MIN. PROTRUDING OBJECTS (ICC/ANSI SEC. 307): PROTRUSION LIMITS: OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAX. HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS SERVING STAIRS AND RAMPS SHALL BE PERMITTED TO PROTRUDE 4-1/2 INCHES MAX. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE 27 INCHES MAX. ABOVE THE FLOOR OR GROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. POST -MOUNTED OBJECTS: OBJECTS ON A SINGLE POST OR PYLON SHALL BE PERMITTED TO OVERHANG 12 INCHES MAX. WHERE MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND. REACH RANGES (ICC/ANSI SEC. 308): UNOBSTRUCTED REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. AND THE LOW SIDE REACH SHALL BE 15 INCHES MIN. ABOVE THE FLOOR OR GROUND. EXISTING ELEMENTS SHALL BE PERMITTED AT 54 INCHES MAX. ABOVE THE FLOOR OR GROUND. OBSTRUCTED HIGH FORWARD REACH: WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR OR GROUND SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES MAX. WHERE THE REACH DEPTH IS 20 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAX. AND THE REACH DEPTH SHALL BE 25 INCHES MAX. OBSTRUCTED HIGH SIDE REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN OBJECT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAX., AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAX. THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. FOR A REACH DEPTH OF 10 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAX. FOR A REACH DEPTH OF 24 INCHES MAX. OPERABLE PARTS (ICC/ANSI SEC. 309): HEIGHT: OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES. EXCEPT WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE, OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. OPERATION: 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 POUNDS MAX. ACCESSIBLE ROUTES (ICC/ANSI SEC. 402): ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORS AND DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. WALKING SURFACES (ICC/ANSI SEC. 403): SLOPE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH ICC/ANSI 403.5 CLEAR WIDTH AT TURN: WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTHS SHALL BE 42 INCHES MIN. APPROACHING THE TURN, 48 INCHES MIN. DURING THE TURN, AND 42 INCHES MIN. LEAVING THE TURN. PASSING SPACE: AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAX. THESE PASSING SPACES SHALL BE EITHER A 60 INCH BY 60 INCH MIN. SPACE, OR AN INTERSECTION OF TWO WALKING SURFACES WHICH PROVIDE A T SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304. MANUAL DOORS AND DOORWAYS (ICC/ANCI SEC. 404): CLEAR WIDTH: DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES MIN. CLEAR OPENING OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR OR GROUND. PROJECTIONS INTO THE MIN. CLEAR OPENING WIDTH MORE THAN 34 INCHES AND UP TO 80 INCHES ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT EXCEED 4 INCHES. MANEUVERING CLEARANCES: REQUIRED DOOR MANEUVERING CLEARANCES SHALL NOT INCLUDE KNEE AND TOE CLEARANCE. RECESSED DOORS: WHERE THE PLANE OF THE DOORWAY IS RECESSED MORE THAN 8 INCHES FROM THE PLANE OF THE WALL CLEARANCES FOR FRONT APPROACH SHALL BE PROVIDED. TWO DOORS IN SERIES: DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES MIN. PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. SUCH HARDWARE SHALL BE 34 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. DOOR CLOSERS: DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE 11ME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MIN. SPRING HINGES: DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN., DOOR -OPENING FORCE: FIRE DOORS SHALL HAVE THE MIN. OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAX. FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR: 5.0 POUNDS SLIDING OR FOLDING DOOR: 5.0 POUNDS THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPT FOR SLIDING DOORS, TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH BOTTOM RAIL HEIGHT REQUIREMENT, AND DOORS WHICH DO NOT EXTEND TO WITHIN 10 INCHES OF THE FLOOR OR GROUND. VISION UTES: DOORS AND SIDEUTES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES MAX. ABOVE THE FLOOR OR GROUND. RAMPS (ICC/ANSI SEC. 405): WALKING SURFACES ON ACCESSIBLE ROUTES WITH A RUNNING SLOPE STEEPER THAN 1:20 ARE RAMPS. SLOPE: RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES MIN.. HANDRAILS AND HANDRAIL SUPPORTS THAT ARE PROVIDED ON THE RAMP RUN SHALL NOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP RUN. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAX. OUTDOOR RAMPS AND APPROACHES TO RAMPS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WITHIN THE ROOM. WALKING SURFACES. LANDINGS: RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RUN. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND THE CLEAR WIDTH OF LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. LANDING LENGTH SHALL BE 60 INCHES MIN. CLEAR. RAMPS THAT CHANGE DIRECTION AT LANDINGS SHALL HAVE A 60 INCH MIN. BY 60 INCH MIN. LANDING. DOORWAYS: WHERE DOORWAYS ARE ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY ICC/ANSI SECTIONS 404.2.3 AND 404.3.2 SHALL BE PERMITTED TO OVERLAP THE LANDING AREA. WHERE A DOOR THAT IS SUBJECT TO LOCKING IS LOCATED ADJACENT TO A RAMP LANDING, THE LANDING SHALL BE SIZED TO PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304.3. HANDRAILS: RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING WITH ICC/ANSI SECTION 505. HANDRAILS SHALL NOT REDUCE THE REQUIRED CLEARANCES OF A RAMP RUN OR LANDING. EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. THE FLOOR OR GROUND SURFACE OF THE RAMP RUN OR LANDING SHALL EXTEND 12 INCHES MIN. BEYOND THE INSIDE FACE OF A RAILING COMPLYING WITH ICC/ANSI SECTION 505. CURB OR BARRIER: A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4 -INCH DIAMETER SPHERE BELOW A HEIGHT OF 4 INCHES. CURB RAMPS (ICC/ANSI SEC. 406): CURB RAMPS SHALL BE 36 INCHES WIDE MIN., EXCLUSIVE OF FLARED SIDES. CURB RAMPS AND THEIR SIDE FLARES SHALL NOT PROTRUDE INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR INTO PARKING SPACE ACCESS AISLES. THEY SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. HANDRAILS ARE NOT REQUIRED. SIDES OF CURB RAMPS: WHERE PEDESTRIANS MUST WALK ACROSS A CURB RAMP, THE RAMP SHALL HAVE FLARED SIDES. SLOPE OF FLARES SHALL NOT BE STEEPER THAN 1:10. WHERE THE WIDTH OF THE WALKING SURFACE AT THE TOP OF THE RAMP AND PARALLEL TO THE RUN OF THE RAMP IS LESS THAN 48 INCHES WIDE, THE FLARED SIDES SHALL HAVE A SLOPE NOT STEEPER THAN 1:12. CURB RAMPS WITH RETURNED CURBS SHALL BE PERMITTED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. COUNTER SLOPE: COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE AT THE SAME LEVEL. LOCATION AT MARKED CROSSINGS: CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. LANDINGS: THE CLEAR LENGTH OF THE LANDING SHALL BE 36 INCHES MIN., WITH A CLEAR WIDTH AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES LEADING TO THE LANDING. DIAGONAL CURB RAMPS: DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER WELL-DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. BOTTOMS OF DIAGONAL CURB RAMPS SHALL HAVE 48 INCHES MIN. CLEAR SPACE, MEASURED PARALLEL TO THE RUNNING SLOPE. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL PROVIDE THE 48 INCHES MIN. CLEAR SPACE WITHIN THE MARKINGS. DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF STRAIGHT CURB 24 INCHES LONG MIN. ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. ISLANDS: RAISED ISLANDS IN CROSSINGS SHALL BE A CUT -THROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTH SIDES, AND A LEVEL AREA 48 INCHES LONG MIN. BY 36 INCHES WIDE MIN., IN THE PART OF THE ISLAND INTERSECTED BY THE CROSSING. PARKING SPACES (ICC/ANSI SEC. 502): VEHICLE SPACE SIZE: ACCESSIBLE CAR AND VAN PARKING SPACES SHALL HAVE AN ADJACENT ACCESS AISLE. CAR AND VAN PARKING SPACES SHALL BE 96 INCHES MIN. WIDTH. ACCESS AISLE: TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. ACCESS AISLES SERVING CAR PARKING SPACES SHALL BE 60 INCHES WIDE MIN. ACCESS AISLES SERVING VAN PARKING SPACES SHALL BE 96 INCHES WIDE MIN. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACES THEY SERVE AND THEY SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE VERTICAL CLEARANCE: PARKING SPACES FOR VANS SHALL HAVE A VERTICAL CLEARANCE OF 98 INCHES MIN. AT THE SPACE AND ALONG THE VEHICULAR ROUTE THERETO. IDENTIFICATION: WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED TO BE IDENTIFIED BY SIGNS, THE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBIUTY COMPLYING WITH ICC/ANSI SECTION 703.6. SUCH SIGNS SHALL BE 60 INCHES MIN. ABOVE THE FLOOR OR GROUND SURFACE OF THE PARKING SPACE, MEASURED TO THE BOTTOM OF THE SIGN. PASSENGER LOADING ZONES (ICC/ANSI SEC. 503): VEHICLE PULL-UP SPACE: PASSENGER LOADING ZONES SHALL PROVIDE AN ACCESS AISLE ADJACENT AND PARALLEL TO A VEHICLE PULL-UP SPACE 96 INCHES MIN. WIDTH AND 20 FEET MIN. LENGTH. ACCESS AISLES; ACCESS AISLES SHALL BE PART OF THE ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE. ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES WIDE MIN. AND 20 FEET LONG MIN. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. FLOOR OR GROUND SURFACES: VEHICLE PULL-UP SPACES IN PASSENGER LOADING ZONES AND ACCESS AISLES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. VERTICAL CLEARANCE: VERTICAL CLEARANCE OF 114 INCHES MIN. SHALL BE PROVIDED AT PASSENGER LOADING ZONES AND ALONG VEHICLE ACCESS ROUTES TO SUCH AREAS FROM SITE ENTRANCES. STAIRWAYS (ICC/ANSI SEC. 504): TREADS AND RISERS: AU. STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTH. RISERS SHALL BE 4 INCHES HIGH MIN. AND 7 INCHES MAX. TREADS SHALL BE 11 INCHES DEEP MIN., MEASURED FROM RISER TO RISER. OPEN RISERS SHALL NOT BE PERMITTED. STAIR TREAD SURFACE SHALL COMPLY WITH ICC/ANSI SECTION 302. NOSINGS: THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH MAX. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAX. FROM VERTICAL THE PERMITTED PROJECTION OF THE NOSING SHALL BE 1-1/2 INCHES MAX. BEYOND THE TREAD BELOW. OUTDOOR CONDITIONS: OUTDOOR STAIRS AND OUTDOOR APPROACHES TO STAIRS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. HANDRAILS (ICC/ANSI SEC. 505): LOCATION: HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. IN ASSEMBLY SEATING AREAS, HANDRAILS SHALL NOT BE REQUIRED ON BOTH SIDES ALONG AISLE STAIRS, PROVIDED WITH A HANDRAIL EITHER AT THE SIDE OR WITHIN THE AISLE. HANDRAILS SHALL NOT BE REQUIRED ON THE SIDES OF RAMPED AISLES SERVING SEATS. CONTINUITY: HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MIN. AND 38 INCHES MAX. VERTICALLY ABOVE STAIR NOSINGS, RAMP SURFACES, AND WALKING SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE STAIR NOSINGS AND RAMP SURFACES. CLEARANCE: CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 1-1/2 INCHES MIN. GRIPPING SURFACE: GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL ARE ALLOWED IF NOT MORE THAN 20 PERCENT OF THE HANDRAIL LENGTH IS OBSTRUCTED. SEE SECTION 505.6 FOR ADDI11ONAL HORIZONTAL PROJECTION EXCEPTIONS. HANDRAILS, AND ANY WALL OR OTHER SURFACES ADJACENT TO THEM, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND THEY SHALL HAVE A CIRCULAR CROSS SECTION WITH AN OUTSIDE DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX. NON -CIRCULAR CROSS SECTIONS: HANDRAILS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A PERIMETER DIMENSION OF 4 INCHES MIN. AND 6-1/4 INCHES MAX. AND PROVIDED THEIR LARGEST CROSS-SECTION DIMENSION IS 2-1/4 INCHES MAX. TOP EXTENSION AT STAIRS: AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MIN. BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. BOTTOM EXTENSION AT STAIRS: AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. IF PROVIDED AT THE BOTTOM OF A STAIR FLIGHT, A HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG MIN. AND A HEIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSINGS. SUCH EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. DRINKING FOUNTAINS (ICC/ANSI SEC. 602): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. WHERE A FORWARD APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT AND SHALL INCLUDE KNEE AND TOE CLEARANCE. WHERE A PARALLEL APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE CENTERED ON THE UNIT. SPOUT HEIGHT AND LOCATION: SPOUT OUTLETS FOR WHEELCHAIR ACCESSIBIUTY SHALL BE 36 INCHES MAX. ABOVE THE FLOOR OR GROUND. SPOUT OUTLETS FOR STANDING PERSONS SHALL BE 38 INCHES MIN. AND 43 INCHES MAX. ABOVE FLOOR OR GROUND. UNITS WITH A PARALLEL APPROACH SHALL HAVE THE SPOUT 3-1/2 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. UNITS WITH A FORWARD APPROACH SHALL HAVE THE SPOUT 15 INCHES MIN. FROM THE VERTICAL SUPPORT AND 5 INCHES MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. OPERABLE PARTS SHALL COMPLY WITH ICC/ANSI SECTION 309 AND PROTRUDING UNITS SHALL COMPLY WITH ICC/ANSI SECTION 307. TOILET AND BATHING ROOMS (ICC/ANSI SEC. 603 AND 604): WHEELCHAIR TURNING SPACE: A CIRCULAR 60" DIAMETER WHEELCHAIR TURNING SPACE OR A "T" SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304 SHALL BE PROVIDED. DOORS: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR OR GROUND SPACE OR CLEARANCE FOR ANY FIXTURE EXCEPT WHERE THE ROOM IS FOR INDIVIDUAL USE AND A 30" X 48" CLEAR FLOOR OR GROUND SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. LOCATION: THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MIN. TO 18 INCHES MAX. FROM THE SIDE WALL OR PARTITION. WATER CLOSET CLEAR SPACE: CLEARANCE AROUND THE WATER CLOSET SHALL BE 60 INCHES MIN. MEASURED PERPENDICULAR FROM THE SIDE WALL, AND 56 INCHES MIN. MEASURED PERPENDICULAR FROM THE REAR WALL NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE WATER CLOSET CLEARANCE. OVERLAP: THE CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, TISSUE DISPENSERS, ACCESSIBLE ROUTES AND CLEAR FLOOR OR GROUND SPACE OR CLEARANCES AT OTHER FIXTURES AND THE WHEELCHAIR TURNING SPACE. WATER CLOSET HEIGHT AND CONTROLS: THE TOP OF WATER CLOSET SEATS SHALL BE 17 INCHES MIN. AND 19 INCHES MAX. ABOVE THE FLOOR OR GROUND. SEATS SHALL NOT RETURN AUTOMATICALLY TO A LIFTED POSITION. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND -OPERATED FLUSH CONTROLS SHALL COMPLY WITH ICC/ANSI SECTION 309. GRAB BARS: GRAB BARS SHALL BE PROVIDED ON THE REAR WALL AND ON THE SIDE WALL CLOSEST TO THE WATER CLOSET. SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MIN., 12 INCHES MAX. FROM THE REAR WALL AND EXTENDING 54 INCHES MIN. FROM THE REAR WALL. IN ADDITION, A VERTICAL GRAB BAR 18 INCHES MIN. IN LENGTH SHALL BE MOUNTED WITH THE BOTTOM OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES ABOVE THE FLOOR WITH THE CENTER UNE OF THE BAR LOCATED BETWEEN 39 INCHES AND 41 INCHES FROM THE REAR WALL THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MIN. AND EXTEND FROM THE CENTER LINE OF THE WATER CLOSET A MIN. OF 12 INCHES ON THE SIDE CLOSEST TO THE WALL AND 24 INCHES MIN. ON THE TRANSFER SIDE. DISPENSERS: DISPENSERS SHALL COMPLY WITH SECTION 309.4 AND 609.3. WHERE THE DISPENSER IS LOCATED ABOVE THE GRAB BAR, THE OUTLET OF THE DISPENSER SHALL BE LOCATED WITHIN AN AREA 24 INCHES MIN. AND 36 INCHES MAX. FROM THE REAR WALL WHERE A DISPENSER IS LOCATED BELOW THE GRAB BAR, THE OUTLET OF A DISPENSER SHALL BE LOCATED WITHIN AN AREA 24 INCHES MIN. AND 42 INCHES MAX. FROM THE REAR WALL THE OUTLET OF THE DISPENSER SHALL BE LOCATED 18 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY, OR THAT DO NOT ALLOW CONTINUOUS PAPER FLOW. MIRRORS: MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAX. ABOVE THE FLOOR OR GROUND. COAT HOOKS AND SHELVES: COAT HOOKS PROVIDED WITHIN TOILET ROOMS SHALL ACCOMMODATE A FORWARD REACH OR SIDE REACH COMPLYING WITH ICC/ANSI SECTION 308. WHERE PROVIDED, A FOLD -DOWN SHELF SHALL BE 40 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. URINALS (ICC/ANSI SEC. 605): HEIGHT AND CONTROLS: URINALS SHALL BE OF THE STALL TYPE OR SHALL BE OF THE WALL -HUNG TYPE WITH THE RIM AT 17 INCHES MAX. ABOVE THE FLOOR OR GROUND. WALL HUNG URINALS SHALL BE 13-1/2 INCHES MIN. IN DEPTH MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE WALL. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. TOILET COMPARTMENTS FOR MULTI -TOILET ROOMS (ICC/ANSI SEC. 604): WHEELCHAIR ACCESSIBLE COMPARTMENTS: WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES WIDE MIN. MEASURED PERPENDICULAR TO THE SIDE WALL, AND 56 INCHES DEEP MIN. FOR WALL HUNG WATER CLOSETS AND 59 INCHES DEEP MIN. FOR FLOOR MOUNTED WATER CLOSETS, MEASURED PERPENDICULAR TO THE REAR WALL. AMBULATORY ACCESSIBLE COMPARTMENTS: AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES DEEP MIN. AND 36 INCHES WIDE WATER CLOSETS LOCATED IN AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE THE CENTERLINE OF THE WATER CLOSET 17 INCHES MIN. AND 19 INCHES MAX. FROM THE SIDE WALL OR PARTITION. THE WATER CLOSET SHALL BE CENTERED IN THE COMPARTMENT. COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. GRAB BARS FOR AMBULATORY ACCESSIBLE COMPARTMENTS: A 42" SIDE WALL GRAB BAR SHALL BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT. DOORS: COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA. TOILET COMPARTMENT DOORS SHALL COMPLY WITH ICC/ANSI SECTION 404, EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, THE CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 INCHES MIN. THE DOOR SHALL BE HINGED 4 INCHES MAX. FROM THE ADJACENT WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. THE DOOR SHALL BE SELF-CLOSING. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. COMPARTMENT ARRANGEMENTS SHALL BE PERMITTED FOR LEFT-HAND OR RIGHT-HAND APPROACH TO THE WATER CLOSET. TOE CLEARANCE: IN WHEELCHAIR ACCESSIBLE COMPARTMENTS, THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MIN. ABOVE THE FLOOR AND EXTENDING 6 INCHES DEEP BEYOND THE COMPARTMENT SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. TOE CLEARANCE AT THE FRONT OF THE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 62 INCHES DEEP WITH A WALL -HUNG WATER CLOSET OR 65 INCHES DEEP WITH A FLOOR -MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES WIDE. LAVATORIES AND SINKS (ICC/ANSI SEC. 606): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE SHALL BE PROVIDED. HEIGHT AND CLEARANCES: THE FRONT OF LAVATORIES AND SINKS SHALL BE 34 INCHES MAX. ABOVE THE FLOOR OR GROUND, MEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE. FAUCETS SHALL COMPLY WITH ICC/ANSI SECTION 309. HAND -OPERATED, SELF-CLOSING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. EXPOSED PIPES AND SURFACES: WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. GRAB BARS (ICC/ANSI SEC. 609): SIZE. GRAB BARS SHALL HAVE A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1-1/4 INCH MIN. AND 2 INCHES MAX. NON -CIRCULAR CROSS-SECTIONS: GRAB BARS WITH OTHER SHAPES SHALL BE PERMITTED PROVIDED THEY HAVE A CROSS SECTION DIMENSION OF 2 INCHES MAX., AND A PERIMETER DIMENSION OF 4 INCHES MIN. AND 4.8 INCHES MAX. AND WITH EDGES HAVING 1/8 INCH MIN. RADIUS. SPACING: THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. THE SPACE BETWEEN THE GRAB BAR AND OBJECTS BELOW AND AT THE ENDS SHALL BE 1-1/2 INCHES MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES MIN. POSITION OF GRAB BARS: GRAB BARS SHALL BE MOUNTED IN A HORIZONTAL POSITION, 33 INCHES MIN. AND 36 INCHES MAX. ABOVE THE FLOOR. SURFACE HAZARDS: GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A RADIUS OF 1/8 INCH MIN. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. INSTALLATION: GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE LOCATIONS SPECIFIED IN THIS STANDARD AND THAT DOES NOT OBSTRUCT THE CLEAR FLOOR SPACE. STRUCTURAL STRENGTH: ALLOWABLE STRESSES IN BENDING, SHEAR, AND TENSION SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. SIGNAGE (ALL SIGNAGE TO COMPLY WITH ICC/ANSI CHAP. 7): ACCESSIBLE ENTRANCES: ACCESSIBLE BUILDING ENTRANCES SHALL BE IDENTIFIED WITH STANDARD SIGNS AND DIRECTIONAL SIGNS THAT COMPLY WITH ICC/ANSI SECTION 703 AND ARE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE. THE SYMBOL IS TO BE A WHITE FIGURE ON BLUE BACKGROUND (COLOR NO. 15090) IN FEDERAL STANDARD 595A. EXCEPTION: A SPECIAL SIGN OR IDENTIFICATION WHICH COMPLEMENTS DECOR OR A UNIQUE DESIGN MAY BE APPROVED WHEN IT IS DETERMINED BY AN ENFORCING AGENCY THAT SUCH SIGNS AND IDENTIFICATION PROVIDE ADEQUATE DIRECTION. CHARACTERS; LETTERS AND NUMBERS ON SIGNS ARE TO HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 AND 1:1, AND A STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED CHARACTERS OR SYMBOLS ARE USED, THEY ARE TO BE RAISED OR RECESSED A MIN. 1/32 INCH AND ARE TO BE SANS SERIF TYPE FONT. RAISED CHARACTERS ARE TO BE AT LEAST 5/8 INCH HIGH AND RECESSED CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH MIN. STROKE WIDTH. BRAILLE: CONTRACTED GRADE 2 BRAILLE SHALL COMPLY WITH SECTION 703.4, AND IS TO BE USED WHEREVER BRAILLE IS REQUIRED. WHEELCHAIR ACCESSIBLE PUBLIC TELEPHONES (ICC/ANSI SEC. 704): CLEAR FLOOR OR GROUND SPACE: A 30" X 48" CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. THE CLEAR FLOOR OR GROUND SPACE SHALL NOT BE RESTRICTED BY BASES, ENCLOSURES, OR FIXED SEATS. WHERE A PARALLEL APPROACH IS PROVIDED, THE DISTANCE FROM THE EDGE OF THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 10 INCHES MAX. WHERE A FORWARD APPROACH IS PROVIDED, THE DISTANCE FROM THE FRONT EDGE OF A COUNTER WITHIN THE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 20 INCHES MAX. OPERABLE PARTS: THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE WITHIN THE REACH RANGES SPECIFIED IN SECTION 309. TELEPHONES SHALL HAVE PUSH BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. TELEPHONE DIRECTORIES: WHERE PROVIDED, TELEPHONE DIRECTORIES SHALL COMPLY WITH ICC/ANSI SECTION 309. CORD LENGTH: WHEELCHAIR ACCESSIBLE TELEPHONES SHALL BE EQUIPPED WITH A HANDSET CORD LENGTH OF 29 INCHES MIN. VOLUME -CONTROL TELEPHONES: TELEPHONES WITH VOLUME CONTROL SHALL BE EQUIPPED WITH A RECEIVER VOLUME CONTROL WITH A RANGE THAT PROVIDES 12 DB OF GAIN MIN. AND 20 DB OF GAIN MAX. AN AUTOMATIC RESET SHALL BE PROVIDED. TELEPHONES SHALL BE HEARING AID COMPATIBLE. M. WHERE USED WITH A PAY TELEPHONE, TEXT TELEPHONES SHALL BE PERMANENTLY AFFIXED WITHIN, OR ADJACENT TO, THE TELEPHONE ENCLOSURE. IF AN ACOUSTIC COUPLER IS USED, THE TELEPHONE CORD SHALL BE SUFFICIENTLY LONG TO ALLOW CONNECTION OF THE TTY AND THE TELEPHONE RECEIVER. WHERE PAY TELEPHONES DESIGNED TO ACCOMMODATE A PORTABLE TTY ARE PROVIDED, THEY SHALL BE EQUIPPED WITH A SHELF AND AN ELECTRICAL OUTLET WITHIN OR ADJACENT TO THE TELEPHONE ENCLOSURE. THE TELEPHONE HANDSET SHALL BE CAPABLE OF BEING PLACED FLUSH ON THE SURFACE OF THE SHELF. THE SHELF SHALL BE CAPABLE OF ACCOMMODATING A TTY AND SHALL HAVE A 6 INCHES HIGH MIN. VERTICAL CLEARANCE ABOVE THE AREA WHERE THE TTY IS PLACED. 4" MAX. // Lobby c CLR WIDTH ANY DISTANCE PROTRUDING OBJECTS SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 304, 305 & 306 1'-6" CLEAR WHEN SIGN ON PULL SIDE OF DOOR 9" / / ADA COMPUANT SIGN PER PLAN, SCHEDULE & DETAIL O CO B.O. HIGHEST TACTILE TEXT ACCESSIBLE SIGNAGE LOCATION SCALE: 1/2" = 1'-0" 4'-0" 0 10" 2'-6" w w 10" c 2'-6" REACH RANGES SCALE: 3/8" = 1'-0" ICC/ANSI CHAP. 7 2'-O" MAX. DEPTH FOR MIN. CLEARANCE 2'-8" MIN. 3'-0" MIN. ICC/ANSI SEC. 308 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 • City of Tukwila BUILDING (DIVISION RECEIVED CITY OF TUKWILA JUL 17 2017 PERMIT CENTER REGISTERED AIHITf7 Pedro A. de Magalhaes Castro STATE OF WASHINGTON Associates C 0 0 1) 0 0 L 0. 0 V .L N2 '0 c c E 0 O p.c.cO +� 0 0 s, , N O_ rt+ - .00m oLO/�noy��,LOdd 2 2 Lmf SSq, W. czN n :0 �z p N L 5a p p'E 5 C Loo I.E v °a� °m. -a, I. .a -=wp o c 0 U0= 0 , 0. Za° U� a N O Q 0 U C 0 y•,_ ELS Eco �3o0li '0 U 7 lo L- 45, �-• •C 0 0 E L 1E02 =0 •• N 0 7 ++ .r. 0 13:::.°!.01.E1-..0:_.-:19-1)2!),(3.?:::-.. N N p.0 TOZL N N° N >_-> a EpaCU3-0mo 0 0 .... 0 L L O-4 0 O+:7; Ol L0 4 o..i.•"' N UO,'�- E U) N TY - °'°000=a Yk000 •CSL� a..L-. "TUU 0• QQQ.-.Z o 5 211 < E ado 0 a ciTs1 ARCHITECTS 0 co 1.0Cl U N X cO c LL -,-„;a) CO C:n 0o ) o 1- 0 0 oz Ow 02 �- w W0 I.L. Ce J o- Z Z in Z co:i! w OC u.W� <LLa ooMP. REVISIONS NO. DATE BY A 8/10/15 ARCH A 9/25/17 CLIENT A 7/17/17 CLIENT/CITY ,4\ CS DRAWN: LK STATUS: CD SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 7/17/17 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 7/17/17 CAD FILE: 14-134_A0.2 JOB NUMBER: 14-134 CHECKED: CS DRAWN: LK STATUS: CD SET ICC A117.1-2009 GENERAL CODE NOTES & DETAILS A0.2 I.C.C. 404 DOORS AND DOORWAYS: 404.1 GENERAL DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. 404.2 MANUAL DOORS. MANUAL DOORS AND DOORWAYS AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 404.2 404.2.1 DOUBLE -LEAF DOORS AND CATS. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS 404.2.2 AND 404.2.3 404.2.2 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MIN. CLEAR OPENING WIDTH OF DOORWAYS WITH SIMNGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS, DOORS AND DOORWAYS 1MTHOUT DOORS MORE THAN 24 INCHES IN DEPTH SHALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES. EXCEPTIONS. 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN. ABOVE THE FLOOR 2. IN ALTERATIONS, A PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. 404.2.3.1 FLOOR SURFACE. FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302 404.2,4 THRESHOLDS AT DOORWAYS: IF PROVIDED. THRESHOLD AT DOORWAYS SHALL BE 1/2 INCH MAX. IN HEIGHT. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHAM COMPLY WITH SECTIONS 302 AND 303. FRONT APPROACH - PUSH AND PULL SIDES LATCH APPROACH - PUSH SIDE APPROACH 0 CLEAR FLOOR SPAM APPROACH CLEAR FLOOR SPACE 1'-6" MIN. APPROACH CLEAR FLOOR SPACE NOTE: X = 1'-0' (MIN.) IF DOOR HAS B0111 A NOTE Y= 3'-6' MIN.; Y=4'-0" MIN. IF DOOR CLOSER AND A LATCH HAS A CLOSER MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS SCALE: 3/8" = 1'-0" MAT EDGING TRANSITION (MANNINGTON 425) 1 5/8" cV X / / / / CONCRETE TO WAIIKOFF MAT 'CERGO r TRANSITION (MANNINGTON 1 1/2" 360) / PINLESS METAL TRACK (MANNINGTON 980) CONCRETE TO RUBBER MAT 4" RU ER RAMP TRANSITION (MANNINGTON X Q METAL STRIP TRANSITION 1 CONCRETE TO RUBBER FLOOR 2 1/2' CONCRETE TO TILE "SUPER IMPERIAL REDUCER" TRANSITION (MANNINGTON 705) 1 15/16" X N `C - / / / /////////// / / CONCRETE TO CARPET "UNDERSLUG REDUCER" TRANSITION (MANNINGTON 735) 1 5/8" CONCRETE TO COMPOSITE 11LE (MCT) "SUPER 2" r TRANSITION (MANNINGTON 935) PINLESS METAL TRACK (MANNINGTON 980) "TILE CARPET JOINER" TRANSITION (MANNINGTON 150) "CERCO EDGE T" TRANSITION (MANNINGTON 150) CARPET TO RUBBER COMPOSITE TILE (MCT) TO CARPET 1 1/2" At& `44 S r() 1z.1 i/////////i�iiiiiii�iii� PINLESS METAL TRACK (MANNINGTON 980) TILE TO RUBBER FLOOR FLOORING TRANSITIONS SCALE: 1'-0" = 1-0" FOR REFERENCE 60" CLEAR MIN. 60" CLEAR MIN. CLEARANCE AT TWO DOORS IN SERIES SCALE: 3/8" = 1'-0" FINISH FLOOR LEVEL THRESHOLD ✓— FLOOR FINISH ICC/ANSI SEC. 404 2 1 X X NOTE INTERIOR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2 INCH ABOVE THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS SHALL BE BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH. THRESHOLDS SCALE: 6" = 1'-0" ICC/ANSI SECTION 302 & 303 HINGE APPROACH - PULL SIDE INSULATE HOT WATER PIPES AND DRAIN TO PREVENT CONTACT LINE OF REQUIRED CLEARANCE LAVA r 1 //// ■ V KNEE CLEARANCE 8" MIN. 1'-5" MIN. DEPTH 1'-5" MIN. / CLEAR FLOOR SPACE 0 4'-0" MIN. 1'-7" MAX. MIRROR 6" MAX. TOE CLEARANCE LAVATORY CLEARANCES SCALE: 3/8" = 1'-0" LATCH APPROACH - PULL SIDE NOTE: Y= 4'-O" MIN.; Y=4'-6" MIN. IF DOOR HAS A CLOSER et M ICC/ANSI SEC. 304, 305 & 306 APPROACH HINGE APPROACH - PUSH SIDE NOTE: Y= 3'-6" MIN.; Y=4'-0' MIN. IF DOOR HAS A CLOSER; X = 12" MIN. IF BOTH CLOSER AND LATCH ARE PROVIDED a KAPPROACH ICC/ANSI SEC. 404 EQUIPMENT PERMITTED 14 IN SHADED AREA KNEE CLEARANCE 8" MIN. --/ 6" MAX. TOE CLEARANCE 2'-0" MAX. 1'-5" TO 1'-7" DRINKING FOUNTAIN CLEARANCES SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 304, 305 & 306 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 17 2017 PERMIT CENTER br7 01(07 REGISTERED AI CHflZ _cot Pedro A. de Magalhaes Castro STATE OF WASHINGTON U —J -J Cl - Associates 13 13 v O N 0 .c 0 O V _c AOC N+-. dnp(g vN°o; 125 °N Op ff O'cNEvOcoo-0:oc> t COOO E •,. •oNa�NiEo'�L+yy�. +.yNNyC�y. rU.'"E.OTvcvaC0..w�aiCvSQ�)i `LCEpO�?�—aDaoONrUn1 o" yy«5OONO-,i +t'NUer ;:°: «z • oc oNv+0N U �TUV•cdyopNO0- N••U-•OoOC�O:0E° •Nd CcN 0 N 0 ARCHITECTS O p ami CSO .4? N IJ vi Q Xf[f c (u rn 73,c., co , m 0 1— U 350 TRECK DR TUKWILA, WA 98188 REVISIONS NO. DATE BY CLEAR ARCH A 9/25/17 FLOOR A 7/17/17 CLIENT/CITY SPACE CS X LK 22" MIN. CD SET / / / NOTE: Y= 3'-6" MIN.; Y=4'-0' MIN. IF DOOR HAS A CLOSER; X = 12" MIN. IF BOTH CLOSER AND LATCH ARE PROVIDED a KAPPROACH ICC/ANSI SEC. 404 EQUIPMENT PERMITTED 14 IN SHADED AREA KNEE CLEARANCE 8" MIN. --/ 6" MAX. TOE CLEARANCE 2'-0" MAX. 1'-5" TO 1'-7" DRINKING FOUNTAIN CLEARANCES SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 304, 305 & 306 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 17 2017 PERMIT CENTER br7 01(07 REGISTERED AI CHflZ _cot Pedro A. de Magalhaes Castro STATE OF WASHINGTON U —J -J Cl - Associates 13 13 v O N 0 .c 0 O V _c AOC N+-. dnp(g vN°o; 125 °N Op ff O'cNEvOcoo-0:oc> t COOO E •,. •oNa�NiEo'�L+yy�. +.yNNyC�y. rU.'"E.OTvcvaC0..w�aiCvSQ�)i `LCEpO�?�—aDaoONrUn1 o" yy«5OONO-,i +t'NUer ;:°: «z • oc oNv+0N U �TUV•cdyopNO0- N••U-•OoOC�O:0E° •Nd CcN 0 N 0 ARCHITECTS O p ami CSO .4? N IJ vi Q Xf[f c (u rn 73,c., co , m 0 1— U 350 TRECK DR TUKWILA, WA 98188 REVISIONS NO. DATE BY A 8/10/15 ARCH A 9/25/17 CLIENT A 7/17/17 CLIENT/CITY CHECKED: CS . LK A\ CD SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 7/17/17 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 7/17/17 CAD FILE: 14-134_A0.2 JOB NUMBER: 14-134 CHECKED: CS DRAWN: LK STATUS: CD SET ICC A117.1-2009 GENERAL CODE DETAILS A0 .• 3 EXST. ID 1212 1 Loiocn EXST. UTILITY 214 1 EXST. OFFICE 211 FFI E 211 OFFICE 211A OFFICE 210 111 .11111111 FEC COMMON PATH OF TRAVEL = 20'-8" -.0=1 1=1 =01 11111110011111 111111111111 ti LC) C ,RES OM 213A -WOMENS RESTROOIV 1213A I 111 T. OPEN FFICE 11110111011 11=1 NM= 101111111 =1 =1 MEMO 0 1,4 3 111011111111 11111111111 111101111111 =111 OFFICE 209 /I V V EXST HUDDLE ROOM 203 FEC EXST HUDDLE ROOM r 1 LOPEN FETING 201 202 120111111 11111101111 A /I 1 I EXST. �I OFFICE IN T 11 LI A /1 .1 -17 i1 SALES a FFICE 1 2 M_ EGRESS PLAN - 2ND FLOOR SCALE: 1/8" = 1'-0" 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not Tess than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. F EGRESS DATA & OCC. LOADS TRAWL INSTANCE RE TS: EGRESS TRAVEL DISTANCE = < 250' PER IBC TABLE 1016.1 COMMON PATH OF TRAVEL = < 100' PER IBC 1014.3 EXC. (1) MINIMUM DISTANCE BETWEEN EXITS ARE GREATER THAN 1/3 DIAGONAL DISTANCE OF AREA SERVED OCCUPANT LOAD SUMMARY: **EGRESS CALCULATIONS PER IBC TABLE 1004.1.1 2ND FLOOR (S-1) OCC. 338 S.F./300 = 2ND FLOOR (B) OCC. 5.132 S.F./100 = TOTAL OCCUPANT LOAD: 2 OCC. 52 OCC. 54 OCC. EGRESS LEGEND mis)EGRESS PATH & TRAVEL DISTANCE ALONG INDICATED PATH FEC FIRE EXTINGUISHER CABINET LOCATIONS PLUMBING FIXTURE CALCS F(U nruK CALCULATIONS PER IPC CHAPTER 29 TABLE 2902.1 REQUIREMENTS: OCCUPANCY GROUP (F-1) AREA: 17,479SF = 42 OCCUPANTS/2 = 21 PER GENDER (WATER CLOSETS: 1 PER 100) (LAVATORIES: 1 PER 100) (DRINKING FOUNTAIN: 1 PER 400) (OTHER: 1 SERVICE SINK) UNISEX WATER CLOSETS: UNISEX LAVATORIES: REQUIRED 1 1 DRINKING FOUNTAINS: 2 SERVICE SINK: 1 OCCUPANCY GROUP (B) AREA: 8,697SF FLOOR AREA X 1/100 = 86 OCCUP (WATER CLOSETS (M&F): 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR (LAVATORIES (M&F): 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE (DRINKING FOUNTAIN: 1 PER 100) (OTHER: 1 SERVICE SINK) MALE WATER CLOSETS/URINALS: MALE LAVATORIES: FEMALE WATER CLOSETS: FEMALE LAVATORIES: UNISEX WATER CLOSETS/URINALS: UNISEX LAVATORIES: DRINKING FOUNTAINS: SERVICE SINK: REQUIRED 2 2 2 2 0 0 2 1 PROVIDED 1 (EXISTING) 1 (EXISTING) 2 (EXISTING) 1 (EXISTING) ANTS/2 = 43 PER GENDER. 1HE REMAINDER) REMAINDER) PROVIDED 2 (EXISTING) 1 (EXISTING) 2 (EXISTING) 2 (EXISTING) 2 (EXISTING) 1 (EXISTING) 2 (DOSING) 1 (EXISTING) REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 17 2017 PERMIT CENTER 7855 REGISTERED 0.L Pedro A. de Magalhaes Castro STATE OF WASHINGTON Associates PLLC c 0 11 0' 0 O N r rn 0. O 0 "O0▪ -':1-15.42.:.; AO0o+OOEd+N0OzO:...-:,...-45°.: o.N.Nv :251:4-7! aU t= '�� pNO.CL++ .004 'O N O O aE aa0aO b_,... vC- CD C • N U7�' O Oa+NOtF O.p C • N Ep0 N ,pC v0 -c6 .0EUc._`OIr5o0) -0CO 1:3.(4 ,..3 ET�Ov°'�(nooE 020'O pp ;&,L" A LCC0.3Vp+'' c0>- -v .U UN-.:::1-',u7) O -4: 9 d apnp Npi c oN_c. ((1 f.p _o o.52U OL N TL a 2-6 L Q Q .'c.. 0 0 0 t0.'. 3¢ E 0 2.0o -Do 00. CTSI ARCHITECTS N co 0) a 0 0) :a 0, 0 a O L'01 co 419 Ci -v) co v N "4' CO X ca c rn co Eto� co co v 715 0) 0. 0 0 D~ Ow OW w0 a. ft �Z QQ ZZ �W W ri: 3U <LL DO 350 TRECK DR ILA, WA 98188 H REVISIONS NO. DATE BY A 8/10/15 ARCH A 9/25/17 CLIENT A 7/17/17 CLIENT/CITY CHECKED: CS 7 /e\ CD SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 7/17/17 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 7/17/17 CAD FILE: 14-134_A0.4 JOB NUMBER: 14-134 CHECKED: CS DRAWN: STATUS: CD SET EGRESS PLAN A0.4 11 11 /�1111N♦ 6 r== ca_4 R"/n r 1ft—-i----i1 Imo mum sem DEMOLITION PLAN SCALE: 1/8" = 1'-0" OFFICE OFFICE OFFICE EXST. CONFERENCE RM. EXST HUDDLE ROO EXST UDDLE ROOM EXST STORAGE 204 XST. FFICE EXST. UTILITY 2138 110 (211A) (210A ALIGN OPEN OFFICE MENS RESTROOM �` = iiiiiiii�► 1AL 11 p1 WOMENS RESTROOM OPEN OFFICE OPEN OFFICE EXST. OFFICE SALES ALIGN OFFICE REVIEW ENTIRE PLAN FOR FINISH LOCATIONS FLOOR PLAN & FINISH PLAN SCALE: 1/8" = 1'-0" DEMOLITION NOTES KEY NOTES A. OBTAIN DEMOUTION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. B. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. C. GC SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. D. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. E. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREAS SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED, F. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. G. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, UGHT FIXTURES (INCLUDING DOWNSPOUTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. H. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 1. GC SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBGCS TO EXISTING CONSTRUCTION PUBLIC CORRIDORS, RES1ROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. J. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS, NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. K. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. L REMOVE ALL EXISTING MATERIALS, WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES. COVER PLATES, RESIUENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. M. DEMOLITION IS NOT NECESSARILY UMITED TO WHAT IS SHOWN ON DWGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOUTION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DWGS. N. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 0. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0". THE GC SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. a EXTEND EXISTING PARTIAL HEIGHT WALL TO DECK ABOVE 0 PROVIDE NEW REUTE ASSEMBLY ONLY. EXISTING DOOR TO REMAIN. Ei EXISTING FLOORING TO REMAIN. ® NEW ADA RESTROOMS. SEE DETAILS 3 & 8/A9.1 FOR MORE INFORMATION. REMOVE HW. TANK. GO TO TANKLESS 0 ALL LOCATIONS. PROVIDE NEW BI -FOLD DOOR. PLAN NOTES FINISH SPECIFICATIONS ITEM DESCRIPTION MFR -STYLE COMMENTS PAINT P-1 GENERAL PAINT BENJAMIN MOORE, OC -19 SEAPEARL; EGGSHELL P-2 ACCENT WALL PAINT BENJAMIN MOORE, CSP -665 COOL BREEZE; EGGSHELL P-3 ACCENT WALL PAINT BENJAMIN MOORE, CSP -650 CABLE KNIT SWEATER; EGGSHELL P-4 ACCENT WALL PAINT BENJAMIN MOORE, CSP -1095 FIRE GLOW; EGGSHELL CARPET CPT -1 GENERAL CARPET SHAW, STYLE: MIRROR IMAGE TILE, COLOR: 63309 CAFE HIGHLIGHTS, INSTALLED IN A BRICK PATTERN CONTACT: SUSIE MAXWELL 206-271-5250 CARPET B-1 GENERAL RUBBER BASE ROPPE, 114 LUNAR DUST, CONTINIOUS ROLLED GOODS PLASTIC LAMINATE PL -1 VERTICAL SURFACES WILSONART, 7850-60 BEIGEWOOD PL -2 COUNTERTOPS WILSONART, D403-60 WHITE SAND SHEET VINYL FLOORING SV -1 RESTROOM FLOORING TBD FINISH NOTES A. PROVIDE P-1 THROUGHOUT THE SUITE. B. PROVIDE CPT -1 THROUGHOUT THE SUITE. C. PROVIDE B-1 THROUGHOUT THE SUITE. D. CENTER TRANSITIONS BETWEEN MATERIALS UNDER DOOR. A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFUCT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE AUGNED. C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. D. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECTS APPROVAL E. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. F. REFER TO SHEET A0.1 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. H. °ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. I. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. L ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. M. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. N. GC TO PROVIDE SHOP DWGS FOR CASEWORK. WALL LEGEND SHADED WALLS INDICATE NEW WORK: MOD MEM= 01•1111111 ••••1101 .1111MIP 11•1•0 TratattraSTSSIONSSWOM C100A) 11 FE LEGEND NOTES: 1. EXISTING INTERIOR WALLS, DOORS, RELITES, CABINETS AND SHELVING TO BE REMOVED (SHOWN DASHED), INCLUDING ELECTRICAL ITEMS ATTACHED TO WALLS. REFER TO FLOOR PLAN FOR EXTENT AND DIMENSIONS. RE—USE ITEMS IN EXCELLENT CONDITION, OR RETURN TO OWNER FOR STORAGE. PATCH AND REPAIR. FULL HEIGHT PARTITION WALLS: 3-5/8" MIL STUDS (25 GA.) AT 24" O.C. WITH 5/8" GWB 6" ABOVE GRID. BRACE PER DETAIL NEW DOOR. REFER TO KEYS ON P SCHEDULE, SHEET A7.1. DOORS T DIMENSIONED ARE TO BE LOCATED ADJACENT PERPENDICULAR WALL F EXISTING CONSTRUCTION TO REMAI NEW SEMI RECESSED FIRE 7855 t REGISTERED AIICHITEc Pedro A. de Magalhaes Castro STATE OF WASHINGTON J J a Associates _ O 4) 0' 0 Ln 0 cV L 0' a 0 v r.' .004) 0. 0 C N 4)) E a2' E�'v, °gCo •.c0O� "-9 4-) a.°°L°.-DE>C° •�uoOcL ~'.c44°-).vJc yco 3m"yd UC=6SINN 0. a�OO41y1"-d4(CC�Oo-0) QmC .00.&Ey0 �oa-_aOosig 0LC,EC0-0>C 0OvrO4vw, O-I4)awc.0Z 0 r°0 (1) >,'-43 41 41) 4-000 c 0140E .cmc O 20 0...m +. O ....0 «.-zoo ..3!°)Eaaopo. REVIEWED FC R &par LIA dC IAT AR w,."nT ROVED A MIN. 4" FROM INISH. 'JUL 21 2017 City of Tukwila BUILDING DIVIS 0 roe WALA JUL 172017 PERMIT CENTER FURNITURE SHOWN ON PLAN IS FOR REFERENCE PURPOSES, ONLY AND IS NOT IN CONTRACT. U.O.N. bri OU7 ARCHITECTS co 0) 0) 0 a) c Q CO LO CO Cr) CO CNJ CO LO 0 CO 0)�y u7 o co LO cn-16 0 n Associates c rn 0. U D~ Ow o u-uJ wp a. ix -I a. �z aQ zz z� w U� 0 [CIA Q 15_ oo� TUKWILA, WA 98188 REVISIONS NO. DATE BY A 8/10/15 ARCH A 9/25/17 CLIENT ,4\ 7/17/17 CLIENT/CITY A CS DRAWN: A\ CD SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 7/17/17 PERMIT RECEIVED: ID DOCS: r;ONSTR. DOCS: 14"x36" SCALE: AS NOTED DLOT DATE: 7/17/17 DAD FILE: 14-134 A2.1 I JOB NUMBER: y 14-134 CHECKED: CS DRAWN: STATUS: CD SET DEMOLITION PLAN & FLOOR & FINISH PLAN A2.1 ALTERNATE PRICING KEY NOTES a REMOVE EXISTING GRID AND UGH11NG. - • . . EXIS11NG HEADER 10 REMAIN. E3 PROVIDE NEW HEADER AT CEIUNG TRANSITION. MATCH EXISTING CONDITION. REGISTERED 21 Pedro A. de Magalhaes Castro STATE OF WASHINGTON R --T-- — —1 11 1 1 DEMOLITION CEILING PLAN SCALE: 1/8" = 1'-0" E3 REMOVE EXISTING GWB CEILING AND LIGHTING FIXTURES. PROVIDE NEW 2'X4' CEILING GRID & SECOND LOOK TEGULAR TILE THROUGH OUT THE SPACE. MATCH THE EXISTING LAYOUT. CEILING NOTES A. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECTS DWGS. B. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. C. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. D. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEIUNG ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.O.N. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). E. PROVIDE CEIUNG ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.O.N. AU. SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.O.N. G. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. H. 1HE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, UGIT FIXTURES, AND ASSOCIATED ITEMS. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECTS REFLECTED CEIUNG PLAN AND LIGHTING PLAN, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. J ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS (PERMITTED SEPARATELY). K. NO11FY ARCHITECT OF ANY CONFUCTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E) CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECTS CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. L SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION, M. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFUCT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINARIES. N. INSTALL NEW LIGHT FIXTURES %INH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE, FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW, ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. 0. GC TO VERIFY CODE COMPUANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED T0; CURRENT IBC WALL MOWING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). EXST. CONFERENCE R O i O O IlItilIll FI.E O FIE VITO "'VW III 111111111111 I OF ICE EXST STORAGE EXST. UTILITY tfii�13..;;4�t.: 1nteri0 ghtjng .- Space -By -Space Method 2015 Washington State Energy Code Compliance Forms for Co mm ercial Buildings including R 2, R 3, R 4 over 3 stories and all R 1 Revised July2016 Project Title: Darwins Pet Food Date 7/14/2017 Calculation Area MOTE 9 0 New Construction Addition - 0 Addition Q gear ' stand alone + ex isting o Spaces w here <50% of Spaces w here >_ 50% of Spaces w here the Use luminaires are replaced luminaires are replaced is changing (C505) For Budding Department Use LPA Calculation Type () Standard 0 Additional Efficiency Package Option iQ Gear C406.3 Reduced Interior Lighting Pow er To complywith 0406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE 1 38 Location (plan #, room #) Space Type Ceiling HeightIt TE2 Gross Interior Area in ft2 Allow ed Watts per ft2 Watts Allow ed (watts/ft2 x area) 2ND FLOOR Office: Enclosed RECESSED WALLWASHERS 1140 0.890 1015 2ND FLOOR Lounge/breakroom: all other 1 134 0.580 78 2ND FLOOR Office: Open plan 26 2172 0.780 1694 2ND FLOOR Conference/meeting/multipurpose 395 0.980 387 Lobby Art/Ex hibit Display Allow ance from LTG -NT -DISPLAY NOTE 8 Total Area Retail Display 3841 LTG -INT -DISPLAY Allow ed Watts Allow ante from 3174 P. GC TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE CODES. Q. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. R. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERSEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IME/IBC OR SUPERSEDING CODE. S. PROVIDE EGRESS ILLUMINATION FOR IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 X) AT THE WALKING SURFACE. CEILING LEGEND NEW 2'X4' SUSPENDED CEIUNG AND GRID, PROVIDE SEISMIC BRACING PER DETAIL. PEN FCF Proposed Lighting Wattage NOTE 3 Location (plan #, room#) Fixture Description NOTE 4, 5,6 Number of Fatures Watts/ Fixture NOTE A 9/25/17 Watts Proposed 2ND FLOOR 2X4 RECESSED FLOURESCENT LIGHT FIXTURES 38 26 988 2ND FLOOR RECESSED CAN LIGHTS 13 13 169 2ND FLOOR RECESSED WALLWASHERS 8 13 104 2ND FLOOR BUSING PENDANT 1 100 100 2ND FLOOR NEW LED VANITY FIXTURE 2 26 52 Proposed Retail Display Lighting from LTG -INT -DISPLAY Total Proposed Watts maynot exceed Total Allowed Watts for interior Lighting Total Proposed Watts 1413 Interior Lighting Power Allowance COMPLIES 1 .- e 181 REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" EXISTING RECESSED 2X4 LIGHT FIXTURE NEW 2X4 LED LIGHT FIXTURES REVIEWED F CODE COMPLY APPROVEI 'JUL 21 20 10 BE REMOVED. City of Tulcw BUILDING DIVI Associates PLLC c O 0) 0 O N 0 0 0 V moo L w' o moo a m.. ` 0c ar aai• E s.23 N N � CCa) 0 EL o �0 '007 07 a 42 O , 0 0 N+ 4 o :454)0141 ya o pa+ c v, o N y� c 9 0), a) E m a) V O N °00 oz0noaro_ cL as « 0 0 0 TU U _roc _co —�,vr O04) . s -'N 077007 ¢<a zoa)L �aEaaoom N( 3 RECEIVED CITY OF TUKWIL EXISTING PENDANT LIGHT FIXTURE TO REMAIN. JUL 17 2011 NEW 6' LED RECESSED CAN LIGHTS. PERMIT CENT NEW 6" LED RECESSED WASHER LIGHTS. NEW OR EXISTING CEILING MOUNTED EXIT SIGNAGE. NEW VANITY FIXTURE IN RESTROOMS. NEW CEILING EXHAUST FAN. LEGEND NOTES: 1: LIGHTING INFORMATION IS ILLUSTRATED FOR REFERENCE PURPOSES, ONLY, TO INDICATE THE DESIGN INTENT. ccsi 0 ~ Z OW O2 u- w w 0 a� �a �z aQ Z z� w U <1I DO ARCHITECTS N O M E J ccz c); v) o ao 9: N -Las N 2 a) < , o_ RS 4:-5 S' L Z v 7.%), • o 1= c Eco ch co 0 c. 0) M (U o OD i— U 350 TRECK DR TUKWILA, WA 98188 REVISIONS NO. DATE BY A 8/10/15 ARCH A 9/25/17 CLIENT A 4 7/17/17 CLIENT/CITY CS DRAWN: LK STATUS: CD SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 7/17/17 PERMIT RECEIVED: 1'6) DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 7/17/17 CAD FILE: 14-134_A2.1 JOB NUMBER: 14-134 CHECKED: CS DRAWN: LK STATUS: CD SET REFLECTED CEILING PLAN A2.2 EXST. CONFERENCE RM. 212 [Li FXST EXST. OFFICE 211 a OFF CE 1211BI OFFICE 1211A1 J 4)11 M NS RE Z. OM • WOMENS RESTROOM OFFICE 210 213A OPEN OFFICE 207 fri C OFFICE 209 lel E - OPEN OFFICE 208 \I J EXST HUDDLE ROOM j 1203 1 EXST HUDDLE ROOM 202 OPEN OFFICE — 201 I EXST. L.,..1) OFFICE —� 1206 1 Ir;' It�l - �� I I 1 u • EXSF STORAGE 204 SALES OFFICE 1205 I POWER & DATA PLAN SCALE: 1/8" = KEY NOTES a INSTALL NEW CORE DRILL /3\ ELECT. NOTES A. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. ONLY NEW OUTLETS/FIXTURES ARE SHOWN. ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN AND ARE TO BE INTEGRATED INTO THE CURRENT SCHEME WHERE POSSIBLE. B. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING NATH WORK. C. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. D. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1'-0" MAX., OR MOUNTED AT DIFFERENT HEIGHTS, IF INDICATED. E. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. F. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. G. FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL) LABELED DEVICES THROUGHOUT. H. INSTALL WALL MOUNTED OUTLETS 18" ABOVE FINISHED FLOOR, U.O.N. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERUNE OF COVER PLATE, INSTALLED VERTICALLY, GROUNDING POLE AT TOP, U.O.N. I. MAINTAIN A 4' HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.O.N. J. GANG COVER PLATES SHALL BE ONE-PIECE TYPE. U.O.N. K. ELECTRICAL SWITCH AND OUTLET COVER PLATES. SURFACE HARDWARE, ETC, SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION OF WALL COVERINGS & CARPET SPECIFIED. L COORDINATE ALL ELECTRICAL AND DATA REQUIREMENTS WITH THE TENANT GUIDELINES. PROVIDE GFI OUTLETS AT ALL WET AREAS. M. COORDINATE ANY UPS HOOK -IJP AS REQUIRED. 'H" INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY. N. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WIN FURNITURE LAYOUT PRIOR TO INSTALLATION, IF APPUCABLE ELECT. LEGEND 4) DUPLEX RECEPTICLE ' COMBINATION TELEPHONE/DATA/COMM OUTLET. GC TO COORD. EXACT LOCATION AND EQUIPMENT NEEDS WITH TENANT. WALL MOUNTED BASE FEED TO PRO DUPLEX OUTLETS EA. WORKSTATION. ON A 20 AMP CIRCUIT. ELECT. LEGEND NOTES: 1. THIS PLAN INDICATES THE ELECTRICAL AND TO DEFERRED ELECTRICAL AND TELECOMMU INFORMATION. 0 IZ O " All CODE COMPLIANCE APPROVED 1JUL 21 2017 • b V , a I ''k; 16,1 2. CONTRACTOR TO COORDINATE WITH TENANT ALL LOCATIONS FOR SWITCHES, OUTLETS, PHONE AND COMPUTER DATA JACKS, AND THERMOSTATS. . ALL EXISTING AND NEW OUTLETS TO BE WHITE.FVELLItfff9UIRED. JUL 17 2017 PERMIT CENTER o 3 S FER REGISTERED V Pedro A. de Magalhaes Castro STATE OF WASHINGTON J J 0 Associates 0 0 Q) rn 0 N 0 s rn a 0 v " M E J N©M 8J a C/) O ski = o co (NJ ca o 'S Copyright F- 0 OLLJ O 2 u- w w0 a. Et �z aQ zz �w � w_ �U ft Li. a 00 350 TRECK DR TUKWILA, WA 98188 REVISIONS NO. DATE BY A 8/10/15 ARCH A 9/25/17 CLIENT A 7/17/17 CLIENT/CITY At CS 0 LK A\ CD SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 7/17/17 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 7/17/17 CAD FILE: 14-134_A2.1 JOB NUMBER: 14-134 CHECKED: CS DRAWN: LK STATUS: CD SET POWER & DATA PLAN A2.3 PARTITION ISOLATION MOUNT NEOPRENE ISOLATION BUSHING UNDERSIDE OF EXISTING ROOF DECK 6" STEEL RUNNER/ COMPENSATION CHANNEL ■I■ SUSPENDED ACOUSTICAL TILE (WHERE 4 T T. OCCURS) 011 rill OOND 1/2'' RESIUENT CHANNEL SEE RCP FOR HEIGHT �'��� INSULATION WHERE OCCURS (PROVIDE ACOUSTICAL SEALANT AT BOTH SIDES) 5/8" GYPSUM BOARD BOTH SIDES U.O.N. 3 1/2" MTL STUD. EA. SIDE, STAGGER 6" STEEL RUNNER ACCOUSIICAL SEALANT FINISH FLOOR NEOPRENE ISOLATION BUSHING PARTITION ISOLATION MOUNT FULL HEIGHT PARTITION SCALE: 3" = 1'-0" NOTES: 1. PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM ® 12'-O" 0.C. BOTH WAYS WITH (MIN.) NO. ASCE 7-10, ASTM C635, ASTM C636 AND ASTM E560. 2. THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12' O.0 THE FIRST POINT WITHIN 6' FROM EACH WALL. 3. TO FACIUTATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12' 0.C. MAXIMUM. 4. ACOUSTICAL CEIUNG SYSTEMS SHALL COMPLY WITH IBC 803.9. 5. FOR AREAS EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE ABOVE SHALL BE P 6. FOR AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. 7. ALL PENETRATIONS SHALL HAVE A 2" OVERSIZE RING TO PROVIDE FREE MOVEMENT OF AT LEAST 1" IN ALL DIRECTI 8. ALL CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF THE CEIUNG. 45' A LATERAL FORCE BRACING • 00 CV • • CV 12 GAUGE WIRES PER . IN BOTH DIRECTIONS WITH AT TWO ADJACENT WALLS TO BE INDEPENDENT OF ROVIDED. ONS. NON-COMBUSTIBLE STRUT CAPABLE OF RESISTING VERTICAL COMPONENTS INDUCED BY BRACING WIRES. FASTEN SECURELY TO STRUCTURE ABOVE. 12 G.A. VERT. HANGER WIRE 0 4'-0" 0.C. B011 -I WAYS LATERAL FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 2" OF CROSS TEE INTERSECTION & SPLAYED 90" FROM E.A. OTHER 12'-O" 0.C. IN 45' BOTH DIRECTIONS W/FIRST POINT WITHIN 4'-0" FROM EA. WALL MAIN RUNNER CROSS TEE E ATTACHED 2" WALL MOLDING • • ADA COMPUANT FAUCET & SINK ASSEMBLY. ADA COMPLIANT PLASTIC LAMINATE LOWER CABINET ICH INTREGAL TOEKICK. OPEN OFFICE #207 SCALE: 1/2" = 1'-0" CLOSED UPPER PLASTIC LAMINATE CABINETS WITH ADAISTABLE SHELF. 24" DEEP PLASTIC LAMINATE COUNTERTOP WITH 4' BACKSPLASH. CLOSED LOWER PLASTIC LAMINATE CABINETS NTH DRAWERS & ADJUSTABLE SHELF. PL_1 nG MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL COMPRESSION STRUTS EMT CONDUIT 1/2" EMT CONDUIT 3/4" EMT CONDUIT 1" EMT CONDUIT METAL STUDS SINGLE 1-5/8" x 33 MIL STUD BACK-TO-BACK 1-5/8" x 33 MIL STUDS SINGLE 2-1/2" x 33 MIL STUD BACK-TO-BACK 2-1/2" x 18 MIL STUDS NOTE: PLENUM AREAS GREATER THAN 15' 0" HIGH CALCULATIONS FOR COMPRESSION STRUTS UPTO5'10" UP TO 7' 8" UPTO9'9" UP TO 12' 0" UPTO15'0" UP TO 13' 6" UP TO 15' 0" WILL REQUIRE ENGINEERING 8" MAX 12 GA. VERT. WIRE (TYP.) 3 TURNS MIN. (TYP.) MAIN RUNNER OR CROSS TEE PROVIDE 3/4" SPACE ® OPP. WALL ACOUS. TILE 8" MAX 1, 2" PERIMETER WALL ANGLE ATTACH MEMBERS PERIMETER & TWO ADJ. WALLS ONLY. VERTICAL WIRE SPACING ARMSTRONG MAIN BEAM MIN. 3/4" AT UN -ATTACHED WALLS MIN. 2" j, ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE MIN. 3/4" AT UN -ATTACHED WALLS F ARMSTRONG MAIN BEAM ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE PERIMETER COMPONENTS (-9) TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS SCALE: N.T.S. 4-0 00 ARMSTRONG CROSS TEE COMPRESSION STRUT DOOR SCHEDULE DOOR # SIZE (VV xH) (S)INGLE VS. (P)AIR DOOR FRAME MATERIAL THICK TYPE MATERIAL TYPE DEPTH GLASS TYPE HDWR GROUP REMARKS 205A 3'-0" x 7'-0" S WD 1-3/4" A WD B TEMP. 1 RE -USE DOOR FROM DEMOLITION 209A 3'-0" x 7'-0" S WD 1-3/4" A WD B TEMP. 1 RE -USE DOOR FROM DEMOLITION DOOR TYPE: 3'-O" • • • • • • • • • FRAME TYPE: 2" 3'-O" 4 3'-2" O 1 N A #12 HANGER WIRE ARMSTRONG !� MAIN BEAM C COMPRESSION POST POP -RIVET THIS SIDE ONLY FACIA MOLDING PER MANUFACTURER 0 0 0 0 ewe dQ D 1-1/2" SEPARATION JOINT CHANNEL MOLDING 12 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF UGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURUN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. 12 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEIUNG CONTRACTOR 60' MAX. TYP G CROSS TIE RECESSED FLUORESCENT FIXTURE MAIN STRUCTURAL RUNNER 4'-0" 0.C. TYPICAL LIGHT FIXTURE BRACING 45' 00 4.0 SCHEDULE NOTES 2" 3'-O" 2" C • 1 • • GENERAL SCHEDULE NOTES: A. FIELD VERIFY EXISTING FRAME SIZES. B. LOCATIONS OF SAFETY GLAZING: OPENINGS WITH A VERTICAL EDGE WITHIN 24" OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 60" A.F.F., AND; OPENINGS MEETING ALL OF THE FOLLOVING: 1. BOTTOM EDGE LESS THAN 18" FROM FLOOR. 2. TOP EDGE GREATER THAN 36" ABOVE FLOOR. 3. GLASS AREA GREATER THAN 9 SQUARE FEET. 4. WALKING SURFACE WITHIN 36" OF THE GLASS UNIT. OTHER LOCATIONS AS REQUIRED BY THE IBC, AS REQUIRED FOR STRENGTH, OR AS RECOMMENDED BY THE GLASS MFR. DOOR SCHEDULE NOTES: A. REFER TO FLOOR PLAN, SHEET A0.3 FOR ADDITIONAL DOOR AND HARDWARE NOTES. B. MAIN EXIT DOORS SHALL HAVE A KEY LOCKING DEVICE. THERE SHALL BE A READILY VISIBLE DURABLE SIGN ADJACENT TO THE DOORWAY STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. D. BARRIER FREE ENTRANCE EQUIREMENTS: LANDINGS AT DOORS SHALL BE NOT LESS THAN 60 INCHES IN WIDTH AND IN LENGTH ON THE DOOR SWING SIDE. FLOOR AND/OR LANDING ADJACENT TO DOOR SHALL BE NOT MORE THAN 1/2" INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. E. EXTERIOR LANDINGS SHALL NOT SLOPE MORE THAN 1/4 INCH PER FOOT. F. NEW SWING DOORS TO BE LOCATED 4" OFF ADJACENT PARTITIONS TO ALLOW FOR B/S DOOR TRIM, U.O.N. G. ALL DOORS IN EGRESS PATH TO PROVIDE FREE EGRESS. HARDWARE SCHEDULE NOTES: A. GC TO VERIFY THAT ALL (E) HARDWARE (EXISTING TO REMAIN) IS IN GOOD WORKING ORDER, AND MEETS TENANT SPECIFIC REQUIREMENTS. B. ALL DOOR HARDWARE TO COMPLY WITH ADA GUIDELINES. C. ALL CLOSERS TO BE LOCATED ON INTERIOR OF SPECIFIED ROOM. D. ALL NEW HARDWARE PER B/S STANDARDS AND CODE REQ. G.C. TO ASSESS AND REUSE (E) INVENTORY OF DOORS AND HARDWARE. E. ALL FINISHES TO BE SATIN CHROME OR S.S.. REFER TO FLOOR PLAN FOR RH OR LH SWING. HARDWARE GROUP #1 OFFICE LATCHSET NUMBER 3 PR 1 EA 1EA DESCRIPTION HINGES 4 1/2" x 4 1/2' CYL PASSAGE SET WALL STOP 1270 RN B/S B/S B/S HARDWARE GROUP #2 PRIVACY LOCKSET DESCRIPTION HINGES 4 1/2" x 4 1/2" CYL. LOCK SET W/ OCCUPIED SIGNAGE WALL STOP 1270 b1*7 ot,7 NUMBER 3 PR 1 EA 1 EA NN, \ k • -c--t r-7 V O o A 7/17/17 CLIENT/CITY o >< , ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 7/17/17 \ BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED r 1 JOB NUMBER: 14-134 CHECKED: CS 1'-4" 3'-0" 7'-O" 2'-8" 1'-4" ADA COMPLIANT PLASTIC LAMINATE LOWER CABINET ICH INTREGAL TOEKICK. OPEN OFFICE #207 SCALE: 1/2" = 1'-0" CLOSED UPPER PLASTIC LAMINATE CABINETS WITH ADAISTABLE SHELF. 24" DEEP PLASTIC LAMINATE COUNTERTOP WITH 4' BACKSPLASH. CLOSED LOWER PLASTIC LAMINATE CABINETS NTH DRAWERS & ADJUSTABLE SHELF. PL_1 nG MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL COMPRESSION STRUTS EMT CONDUIT 1/2" EMT CONDUIT 3/4" EMT CONDUIT 1" EMT CONDUIT METAL STUDS SINGLE 1-5/8" x 33 MIL STUD BACK-TO-BACK 1-5/8" x 33 MIL STUDS SINGLE 2-1/2" x 33 MIL STUD BACK-TO-BACK 2-1/2" x 18 MIL STUDS NOTE: PLENUM AREAS GREATER THAN 15' 0" HIGH CALCULATIONS FOR COMPRESSION STRUTS UPTO5'10" UP TO 7' 8" UPTO9'9" UP TO 12' 0" UPTO15'0" UP TO 13' 6" UP TO 15' 0" WILL REQUIRE ENGINEERING 8" MAX 12 GA. VERT. WIRE (TYP.) 3 TURNS MIN. (TYP.) MAIN RUNNER OR CROSS TEE PROVIDE 3/4" SPACE ® OPP. WALL ACOUS. TILE 8" MAX 1, 2" PERIMETER WALL ANGLE ATTACH MEMBERS PERIMETER & TWO ADJ. WALLS ONLY. VERTICAL WIRE SPACING ARMSTRONG MAIN BEAM MIN. 3/4" AT UN -ATTACHED WALLS MIN. 2" j, ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE MIN. 3/4" AT UN -ATTACHED WALLS F ARMSTRONG MAIN BEAM ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE PERIMETER COMPONENTS (-9) TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS SCALE: N.T.S. 4-0 00 ARMSTRONG CROSS TEE COMPRESSION STRUT DOOR SCHEDULE DOOR # SIZE (VV xH) (S)INGLE VS. (P)AIR DOOR FRAME MATERIAL THICK TYPE MATERIAL TYPE DEPTH GLASS TYPE HDWR GROUP REMARKS 205A 3'-0" x 7'-0" S WD 1-3/4" A WD B TEMP. 1 RE -USE DOOR FROM DEMOLITION 209A 3'-0" x 7'-0" S WD 1-3/4" A WD B TEMP. 1 RE -USE DOOR FROM DEMOLITION DOOR TYPE: 3'-O" • • • • • • • • • FRAME TYPE: 2" 3'-O" 4 3'-2" O 1 N A #12 HANGER WIRE ARMSTRONG !� MAIN BEAM C COMPRESSION POST POP -RIVET THIS SIDE ONLY FACIA MOLDING PER MANUFACTURER 0 0 0 0 ewe dQ D 1-1/2" SEPARATION JOINT CHANNEL MOLDING 12 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF UGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURUN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. 12 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEIUNG CONTRACTOR 60' MAX. TYP G CROSS TIE RECESSED FLUORESCENT FIXTURE MAIN STRUCTURAL RUNNER 4'-0" 0.C. TYPICAL LIGHT FIXTURE BRACING 45' 00 4.0 SCHEDULE NOTES 2" 3'-O" 2" C • 1 • • GENERAL SCHEDULE NOTES: A. FIELD VERIFY EXISTING FRAME SIZES. B. LOCATIONS OF SAFETY GLAZING: OPENINGS WITH A VERTICAL EDGE WITHIN 24" OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 60" A.F.F., AND; OPENINGS MEETING ALL OF THE FOLLOVING: 1. BOTTOM EDGE LESS THAN 18" FROM FLOOR. 2. TOP EDGE GREATER THAN 36" ABOVE FLOOR. 3. GLASS AREA GREATER THAN 9 SQUARE FEET. 4. WALKING SURFACE WITHIN 36" OF THE GLASS UNIT. OTHER LOCATIONS AS REQUIRED BY THE IBC, AS REQUIRED FOR STRENGTH, OR AS RECOMMENDED BY THE GLASS MFR. DOOR SCHEDULE NOTES: A. REFER TO FLOOR PLAN, SHEET A0.3 FOR ADDITIONAL DOOR AND HARDWARE NOTES. B. MAIN EXIT DOORS SHALL HAVE A KEY LOCKING DEVICE. THERE SHALL BE A READILY VISIBLE DURABLE SIGN ADJACENT TO THE DOORWAY STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOKABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. D. BARRIER FREE ENTRANCE EQUIREMENTS: LANDINGS AT DOORS SHALL BE NOT LESS THAN 60 INCHES IN WIDTH AND IN LENGTH ON THE DOOR SWING SIDE. FLOOR AND/OR LANDING ADJACENT TO DOOR SHALL BE NOT MORE THAN 1/2" INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. E. EXTERIOR LANDINGS SHALL NOT SLOPE MORE THAN 1/4 INCH PER FOOT. F. NEW SWING DOORS TO BE LOCATED 4" OFF ADJACENT PARTITIONS TO ALLOW FOR B/S DOOR TRIM, U.O.N. G. ALL DOORS IN EGRESS PATH TO PROVIDE FREE EGRESS. HARDWARE SCHEDULE NOTES: A. GC TO VERIFY THAT ALL (E) HARDWARE (EXISTING TO REMAIN) IS IN GOOD WORKING ORDER, AND MEETS TENANT SPECIFIC REQUIREMENTS. B. ALL DOOR HARDWARE TO COMPLY WITH ADA GUIDELINES. C. ALL CLOSERS TO BE LOCATED ON INTERIOR OF SPECIFIED ROOM. D. ALL NEW HARDWARE PER B/S STANDARDS AND CODE REQ. G.C. TO ASSESS AND REUSE (E) INVENTORY OF DOORS AND HARDWARE. E. ALL FINISHES TO BE SATIN CHROME OR S.S.. REFER TO FLOOR PLAN FOR RH OR LH SWING. HARDWARE GROUP #1 OFFICE LATCHSET NUMBER 3 PR 1 EA 1EA DESCRIPTION HINGES 4 1/2" x 4 1/2' CYL PASSAGE SET WALL STOP 1270 RN B/S B/S B/S HARDWARE GROUP #2 PRIVACY LOCKSET DESCRIPTION HINGES 4 1/2" x 4 1/2" CYL. LOCK SET W/ OCCUPIED SIGNAGE WALL STOP 1270 b1*7 ot,7 NUMBER 3 PR 1 EA 1 EA NN, \ k • FlN B/S B/S B/S MANUF. B/S B/S B/S MANUF. B/S B/S B/S CLOSED UPPER PLASTIC LAMINATE CABINETS WITH ADJUSTABLE SHELF. 24" DEEP PLASTIC LAMINATE COUNTERTOP M1H 4' BACKSPLASH. CLOSED 10 CABINETS ADJISTA REVIEWED FOR PLIANCE DRA ROVED 21 2017 CITY 0 JUL 17 2017 PERMIT CENTER MEETING #201/OFFICE #207 f Tukwila G DIVISION SCALE: 1/2" = 1'-0" 7855 REGISTERED A Pedro A. de Magalhaes Castro STATE OF WASHINGTON 0 J J 0 Associates 0 0' 0 0 N -f-• 0 U 000 , pC C 000`•-0 ts+ ycc�oo�ctcOt � 0 .N 0 i.a: 2EO ONCp)�.ONC+ L0COL p"'r-N*'i o.Iiic EC v �— a� Om c"3'a.arn�o-- aNFc cc C C CGN !tE!!!cf-;!;i 0CN0 Ow+ N !-oO�u,OoE.c O O 0 2f.:.:1:1064;&) 0u! C O 0`/ )w0000 u,' o av 0 +f.� — 0 0 0 0 C N .) w+�+ v,0 N v �� 0 E, N" O N 'O0LOW0t CC C.,,, 00d)u,OC O) .-abx .••z.0 +LLLz 0 28''w 22O.-7 ¢'a-+zos 3-E000'0 o CI `E'-' Cal w WI 0) RSI -a to O, C Ec rI; U 0E- OW OW w0 a p� Ja Z QQ ZZ W U ct <LL DO 350 TRECK DR TUKWILA, WA 98188 REVISIONS / A 8/10/15 O O O A 7/17/17 CLIENT/CITY ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 7/17/17 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 7/17/17 CAD FILE: 14-134_A7.1 JOB NUMBER: 14-134 CHECKED: CS 1'-4" STATUS: CD SET 1'-4" 1'-4" 7'-0" 1'4 i 1'-8" FlN B/S B/S B/S MANUF. B/S B/S B/S MANUF. B/S B/S B/S CLOSED UPPER PLASTIC LAMINATE CABINETS WITH ADJUSTABLE SHELF. 24" DEEP PLASTIC LAMINATE COUNTERTOP M1H 4' BACKSPLASH. CLOSED 10 CABINETS ADJISTA REVIEWED FOR PLIANCE DRA ROVED 21 2017 CITY 0 JUL 17 2017 PERMIT CENTER MEETING #201/OFFICE #207 f Tukwila G DIVISION SCALE: 1/2" = 1'-0" 7855 REGISTERED A Pedro A. de Magalhaes Castro STATE OF WASHINGTON 0 J J 0 Associates 0 0' 0 0 N -f-• 0 U 000 , pC C 000`•-0 ts+ ycc�oo�ctcOt � 0 .N 0 i.a: 2EO ONCp)�.ONC+ L0COL p"'r-N*'i o.Iiic EC v �— a� Om c"3'a.arn�o-- aNFc cc C C CGN !tE!!!cf-;!;i 0CN0 Ow+ N !-oO�u,OoE.c O O 0 2f.:.:1:1064;&) 0u! C O 0`/ )w0000 u,' o av 0 +f.� — 0 0 0 0 C N .) w+�+ v,0 N v �� 0 E, N" O N 'O0LOW0t CC C.,,, 00d)u,OC O) .-abx .••z.0 +LLLz 0 28''w 22O.-7 ¢'a-+zos 3-E000'0 o CI `E'-' Cal w WI 0) RSI -a to O, C Ec rI; U 0E- OW OW w0 a p� Ja Z QQ ZZ W U ct <LL DO 350 TRECK DR TUKWILA, WA 98188 REVISIONS NO. DATE BY A 8/10/15 ARCH A 9/25/17 CLIENT A 7/17/17 CLIENT/CITY ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 7/17/17 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 7/17/17 CAD FILE: 14-134_A7.1 JOB NUMBER: 14-134 CHECKED: CS DRAWN: LK STATUS: CD SET SCHEDULES, ELEVATIONS AND DETAILS A7.1 0 MINN CEILING HEIGHT PER PLAN • INTERIOR PARTITION SCALE: 3" = PROVIDE LATERAL BRACING AS REQUIRED TO DECK ABOVE, SEE 2/A.9.1. NEW SUSPENDED ACOUSTICAL 11LE OR EXISTING GWB CEILING INSULATION WHERE OCCURS MTL STUD. REFER TO WALL LEGEND FOR WAIL TYPES. 5/8" GYPSUM WALL BOARD RUBBER BASE PER OWNER FINISH FLOOR NOTES: 1. PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM (I) 12'-0" 0.C. BOTH WAYS WITH (MIN.) NO. 12 ASCE 7-10, ASTM C635, ASTM C636 AND ASTM E580. 2. THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12' 0.C. IN THE FIRST POINT WITHIN 6' FROM EACH WALL. 3. TO FACILITATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12' 0.C. MAXIMUM. 4. ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 803.9. 5. FOR AREAS EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE ABOVE SHALL BE PROVI 6. FOR AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. 7. ALL PENETRATIONS SHALL HAVE A 2" OVERSIZE RING TO PROVIDE FREE MOVEMENT OF AT LEAST 1" IN ALL DIRECTIONS 8. ALL CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF THE CEILING. ACOUSTICAL BATTS WHERE OCCURS EXIST ROOF FRAMING ATTACH CROSS BRACING TO ROOF DECK W/ FASTENERS (TYP). ROSS BRACING AT 4'-0" 0.C.: 2-1/2' 25 GA. STL STUDS ATTACH W/ j6 SHT MTL SCREW. ATTACH CROSS BRACING TO RUNNER W/ j6 SHT MTL SCREW. 5/8' TYPE "X' GWB EACH SIDE OF WALL PARTITION LATERAL HEAD BRACING SCALE: 3" = GAUGE WIRES PER BOTH DIRECTIONS WITH TWO ADJACENT WALLS BE INDEPENDENT OF DED. 45' A LATERAL FORCE BRACING NON-COMBUST1BLE STRUT CAPABLE OF RESISTING VERTICAL COMPONENTS INDUCED BY BRACING WIRES. FASTEN SECURELY TO STRUCTURE ABOVE. 12 G.A. VERT. HANGER WIRE 0 4'-0 0.C. BOTH WAYS LATERAL FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 2" OF CROSS TEE INTERSECTION & SPLAYED 90" FROM E.A. OTHER 12'-0' 0.C. IN BOTH DIRECTIONS W/FIRST POINT 45' YATHIN 4'-0" FROM EA. WALL MAIN RUNNER CROSS TEE FE] I ATTACHED 2" WALL MOLDING MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL COMPRESSION STRUTS EMT CONDUIT 1/2" EMT CONDUIT 3/4" EMT CONDUIT 1' EMT CONDUIT METAL STUDS SINGLE 1-5/8' x 33 MIL STUD BACK-TO-BACK 1-5/8' x 33 MIL STUDS SINGLE 2-1/2" x 33 MIL STUD BACK-TO-BACK 2-1/2" x 18 MIL STUDS UP TO 5' 10" UPTO7'8" UPTO9'9' UP TO 12' 0" UP TO 15' 0" UPTO13'6" UP TO 15' 0" NOTE: PLENUM AREAS GREATER THAN 15' 0" HIGH WILL REQUIRE ENGINEERING CALCULATIONS FOR COMPRESSION STRUTS " MAX 12 GA. VERT. IRE (TYP.) 3 TURNS MIN. (TYP.) /r MAIN RUNNER OR CROSS TEE 1 B PROVIDE 3/4' SPACE 0 OPP. WALL ACOUS. TILE 8" MAX • 2' PERIMETER WALL ANGLE ATTACH MEMBERS 0 PERIMETER & TWO ADJ. WALLS ONLY. VERTICAL WIRE SPACING ARMSTRONG MAIN BEAM MIN. 2" MIN. 3/4" AT UN -ATTACHED WALLS i ARMSTRONG CROSS TEE MIN. 3/4" AT UN -ATTACHED WALLS F MIN. ARMSTRONG ANGLE MOLDING ARMSTRONG STABIUZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING /PART. ARMSTRONG MAIN BEAM ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE PERIMETER COMPONENTS TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS SCALE: N.T.S. 54" MIN. 12" 42" MIN. MAX. 39"-41" W.C. 0 P') in 1 36" GRAB BAR 42" GRAB BAR TOILET PAPER DISPENSER SOAP DISPENSER X (OPERABLE PART) MIRROR INSULATE UNDER SINK PIPES >< x 0 - 1 1/2 MAX GRAB BARS c 0 0 (0 TOILET TOILET PAPER DISPENSER NOTE: FLUSH CONTROL SHALL BE MOUNTED 44" A.F.F. AND IS TO BE MOUNTED ON OPEN SIDE OF WATER CLOSET. ARMSTRONG CROSS TEE SEAT COVER DISPENSER URINAL MOUNTING HEIGHTS DIAGRAM 1/2" = 1'-0" COMPRESSION STRUT 45' 45' 112 RANO WIRE ARMSTRONG !C MAIN BEAM • 01 0 S1111.01..01 1111 0 C COMPRESSION POST POP -RIVET THIS SIDE ONLY 0 0 c o D FACIA MOLDING PER MANUFACTURER 1-1/2" SEPARATION JOINT CHANNEL MOLDING 12 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURUN. MIN. OF 31MRE TURNS EA. CONNECTION POINT. 12 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE FIXTURE SUPPORT WIRE SUPPLIED BY CEIUNG CONTRACTOR. G G. O O C 60' MAX TYP. CROSS T{E RECESSED FLUORESCENT FIXTURE MAIN STRUCTURAL RUNNER 4'-0' 0.C. TYPICAL LIGHT FIXTURE BRACING 45' LAVATORY M0001 DISPENSER/ WASTE RECEPTACLE 32" CLR. OPENING (TO FACE OF DR) t FOR GRAB BAR MOUNTING INFORMATION, REFER TO DETAIL N) 0 0 0 O =3 1.0 TOILET ROOM SIGNAGE TO COMPLY WITH ICC/ANSI A117.1 -1998 SECTION 703 SIGN REQUIREMENTS ACCESSIBLE SIGN TO BE WHITE ON BLUE BACKGROUND t" tip X 18" CLR. N W Q p U M O Z HAND DRYER NAPKIN/ TAMPON DISPENSER NAPKIN/ TAMPON DISPOSAL ± 7'-0" CLEAR IDENTIFICATION SYMBOLS PICTOGRAMS SHALL HAVE A FIELD WITH A HEIGHT OF 6" MIN. CHARACTERS OF BRAILLE SHALL NOT BE IN THE PICTOGRAM FIELD. PICTOGRAMS AND THEIR FIELDS SHALL HAVE A NON -GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELDS, WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. SIGN SHALL COMPLY WITH ICC/ANSI 117.1 SECTION 703. (DEPENDING ON ACTUAL FIXTURE SIZES) REFER TO PLANS FOR ACTUAL DIMENSION' PAPER TOWEL/ WASTE RECEPT. 24"x 48" MIRROR SOAP DISP ICCJANSI SECTION 604.3: 60 MIN. WIDE CLEARANCE, PERP. FROM SIDE WALL AND 56" MIN. DEEP CLEARANCE PERP. FROM REAR WALL. NO OBSTRUCTIONS WITHIN � THIS CLEARANCE. SEAT COVER DISP. 48 \ CLR. VERTICAL GRAB BAR TOILET PAPER DISP. 3'-6" 0 N I i� • w 0 N � Nw wa zit Qo zN oz �a o wI ce0 PROVIDE SPLIT FRONT TOILET SEAT AT WATER CLOSET ACCESSIBLE RESTROOM -SINGLE SCALE: 1/2" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED 1 JUL 21 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 17 2017 PERMIT CENTER bri OI(.7 REGISTERED AGt�HITfeC7 Pedro A. de Magalhaes Castro STATE OF WASHINGTON J -J 0 Associates 0 N 0 0 0 N ..0 rn 0. 0 0 ct; os) cI ARCHITECTS N co co m 0 z m co 0o Cr) CO Cr) • E(-) p Le) u3 U NV W C d cOc � o� M co `41 o I-- 0 t0 N Ow OW wp aa.� F -z zz z� w U <LL DO 350 TRECK DR TUKWILA, WA 98188 REVISIONS NO. DATE BY A 8/10/15 ARCH A 9/25/17 CLIENT A 7/17/17 CLIENT/CITY A CS DRAWN: LK A\ CD SET ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 7/17/17 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 7/17/17 CAD FILE: 14-134_A9.1 JOB NUMBER: 14-134 CHECKED: CS DRAWN: LK STATUS: CD SET INTERIOR DETAILS A9. 1