Loading...
HomeMy WebLinkAboutPermit D15-0120 - BOEING EMPLOYEES CREDIT UNION (BECU) - FLOORS 1 THROUGH 6 IMPROVEMENTSBOEING EMPLOYEES CREDIT UNION 12770 GATEWAY DR Dl 5=01 20 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.Rov DEVELOPMENT PERMIT Parcel No: 2716000075 Permit Number: D15-0120 Address: 12770 GATEWAY DR Issue Date: 8/11/2015 Permit Expires On: 2/7/2016 Project Name: BOEING EMPLOYEES CREDIT UNION Owner: Name: BOEING EMPLOYEES CREDIT UNI Address: PO BOX 97050, SEATTLE, WA, 98124 Contact Person: Name: NANCY HEYWOOD Address: 1001 FOURTH AVE, SUITE 3600, SEATTLE, WA, 98154 Contractor: Name: SWINERTON BUILDERS Address: 260 TOWNSEND ST, SAN FRANCISCO, CA, 94107-1790 License No: SWINEB*992DR Lender: Name: SELF FUNDED - BECU Phone: (206) 315-5864 Phone: (415) 984-1248 Expiration Date: 12/28/2016 Address: , , , DESCRIPTION OF WORK: TENANT IMPROVEMENT TO FLOORS 1THROUGH 6INCLUDING DEMOLITION, NEW PARTITIONS, CEILINGS, FINISHES, LIGHTING AND LIFE SAFETY. NO MODIFICATIONS TO THE EXISTING BUILDING ENVELOPE Project Valuation: $8,250,000.00 Fees Collected: $80,705.55 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan nelization/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 C Permit Center Authorized Signature: -L Date: ` 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 cowlkiiq pis attached this permit. Signature: j- Date: T11 I A 01 11' Print Name: lre.c J a S C kilo This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: 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. 3: 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. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 10: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 11: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: 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. 15: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 17: 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). 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 19: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 20: 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. 21: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 53: This project shall comply with all applicable provisions on Tukwila City Ordinance 2330 (Mid -Rise Buildings). 50: A smoke control permit from the Tukwila Fire Marshals Office is required for this project. The permit application and information can be obtained at 6300 Southcenter Boulevard Suite 209 Tukwila WA 98188, 206-575-4407. The smoke control permit shall be issued prior to fire department approval of the mechanical permit. 25: 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) 22: 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) 23: 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) 24: 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) 26: Maintain fire extinguisher coverage throughout. 27: 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) 28: 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) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: 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) 31: 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) 32: 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 "I", 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) 47: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 33: 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) 34: 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) 35: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 36: 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) 40: 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) 38: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 37: 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). 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 41: 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. 42: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 46: 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) 44: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 43: 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) 45: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2437) 48: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 49: 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. 51: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 52: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0101 PRE -CONSTRUCTION 4037 SI-CAST- I N- PLACE 4027 SI-COLD-FORM WELD 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4042 SI-FIRE RETARD COAT 4033 SI-HIGH LOAD DIAPH 4034 SI-METAL PLATE CONN 4028 SI-REINF STEEL -WELD 4035 SI-SOILS 4041 SI-SPRAY FIRE -RESIST 4025 SI-STEEL CONST 4026 SI-STRUCT STEEL 4004 SI-WELDING 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tulavila, WA 98188 httR://www.Tukwi]aWA..P,ov Building Permit No. b t .� Project No. Date Application Accepted: Date Application Expires: tea--Lz use 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 King Co Assessor's Tax No.. 271600007501 Site Address: 12770 Gateway Drive Tukwila, WA 90168 Suite Number: Floor: 1-6 Tenant Name: BECU Tukwila Financial Center New Tenant: ❑ .....Yes m ..No PROPERTY OWNER Name: BECU Address: 12770 Gateway Drive City: Tukwila State: WA Zip: 98168 CONTACT PERSON = person receiving all project communication Name: Nancy Heywood Address: 1001 4th Avenue, Suite 3600 City: Seattle State: WA Zip: 98154 Phone: (206) 315-5864 Fax: (206) 624-1525 Email: n.heywood@interiorarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: Swinerton Builders Address: 14432 SE Eastgate Way #230 City: Bellevue State: WA Zip: 98007 Phone: (425) 283-5178 Fax: (425) 283-5291 Contr Reg No.: SWINEB*992DR Exp Date: 12/28/2016 Tukwila Business License No.: 0996241 ARCHITECT OF RECORD Company Name: IA Interior Architects Architect Name: Jeffery Miller Address: 1001 Fourth Avenue, Suite 3600 City: Seattle State: WA Zip: 98154 Phone: Fax: Email: ENGINEER OF RECORD Company Name: DO Engineers Engineer Name: Bruce Zhong Address: 818 Stewart Street, Suite 1000 City: Seattle State: WA Zip: 98101 Phone: (206) 332,1900 Fax: Email: bzhong@dci-engineers.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: BECU - Privately Funded Address: 12770 Gateway Dr City: Tukwila State: WA Zip: 98168 H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8.9.1 Ldo" Revised: August 2011 bh Pagel of 4 BUILDING PERMIT INFORMAT[bly/ 206-01-3670 Valuation of Project (contractor's bid price): $ 8,250,000 Existing Building Valuation: $ 29t �� 000 Describe the scope of work (please provide detailed information): Tenant Improvement to floors 1-6 including demolition, new partitions, ceilings, finishes, lighting and life safety. No modifications to the existing building envelope 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 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 32,103 0 0 I -B B 2 nd Floor 24,990 0 1-B B 3` Floor 24,828 0 0 1-B B Floors 4 thru 6 66,676 0 0 1-B B 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): 350,666 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ....... Yes 0....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ®....... Sprinklers 0 ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes 91 .......No If `yes', attach list ofmaterials and storage locations on a separate 8-112"x I I " 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\201 I ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): N/A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District m ...Tukwila El ... Water District #125 ❑ .. Highline El.. Renton ❑ ...Water Availability Provided Sewer District JZ ...Tukwila ❑... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided 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. Submitted with AnDlication (mark boxes which ant ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ... Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank El.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ ..Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H: ApplicationsTomts-Applications On Line\201 1 Applications\Permit Application Revised - 8.9.1 I.docx Revised: August 2011 Page 3 of 4 bh 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 OWAER OR AUTHORIZED AGENT: Date: 05/27/2015 Print Name: Gregg Kats Day Telephone: (206) 439-5071 Mailing Address: 12770 Gateway Dr Tukwila WA 98168 City State Zip H:\ApplicationsTorms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $53,491.19 D15-0120 Address: 12770 GATEWAY DR Apn: 2716000075 $53,491.19 DEVELOPMENT $51,397.78 PERMIT FEE R000.322.100.00.00 0.00 $41,868.25 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 STRUCTURAL CONSULTANT E000.08.559.600.41.00 0.00 $9,525.03 TECHNOLOGY FEE $2,093.41 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: . R000.322.900.04.00 0.00 $2,093.41 $53,4. 1.19 Date Paid: Tuesday, August 11, 2015 Paid By: BOEING EMPLOYEES CREDIT UNION Pay Method: CHECK 62064329 Printed: Tuesday, August 11, 2015 9:20 AM 1 of 1 L�' IL��LJ LJ SY57EM5 Date Paid: Tuesday, June 02, 2015 Paid By: BECU Pay Method: CHECK 62062332 Printed: Tuesday, June 02, 2015 3:08 PM 1 of 1 CRSYS7EM5 INSPECTION RECORD Retain a copy with permit Q/ INSPECTION 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 Proj t: Type of Inspection: L ! /Alr L Address: Date Called: \\ f� V Special instructions: Date Wanted: J Gf a.m. Z / ✓ / 7 p.m. Requester: Phone No: �7 7 Approved per applicable codes. Corrections required prior to approval. `—' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD _ Retain a copy with permit ID'S-O jZo INSPECTION 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 Proje Co Ty of Inspection: a tl 1- �„��L- Address: 27�70A I Zl- A Date Called: Special Instructions: f L' ►� Date Wanted / a.m p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. . - . �i► .t� . EAW�F REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD,, l2t? r Retain a copy with permit �� t INSPECTION 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 Project: Type of Inspection: Address: Date Called: i Z7-70 6A rWAq Special Instructions: Date Wanted: a.m. I)Zq _ Requester: 0 Phone No: ?w - �b"3 = /l 7 7 Approved per applicable codes. El Corrections required prior to approval. 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 l7 Retain a copy with permit SP ION 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 Pro' t: Type of Inspection: 6Ub1 L CJSP Address: 70 Date Called: Special Instructions: 0) Date Want d: a.m /O %G P.m. Reques r. Phone No: Approved per applicable codes. a Corrections required prior to approval. ENTS: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD V Retain a copy with permit I-W'0/W I SP N 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 Project: Ty a of Inspection: Address: 2770 6AIrIA 1� Date Called: Special Instructions: Date Wante a.m. '11'� <m. Requester' Phone No: Approved per applicable codes. L: Corrections required prior to approval. Inspector: Date:�� ZCAZ� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. La INSPECTION RECORD Retain a copy with permit' C)�20 PEC 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 Project: Type�spection: Address: 2770 �2 Date Called: Special structions: God I _l Date Wanted: • /CQ Requester: Phone No: 706-�1St�- �1'2 Approved per applicable codes. a Corrections required prior to approval. s pector: -I" - REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD am) Retain a copy with permit I�"Q1�®TION 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 Project: UGU Type of Inspection: 1 I L AJ6- L Address: Date Called: 7?0 •; Special Instructions: Date an d� m. Requester: V'S Phone No: 06(a17 I'Aret We- AfVZ AV, n /IffApproved per applicable codes. L� Corrections required prior to approval. 'N i Inspector: Date: E /GA111� 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 0/Zo INSPECTION 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 Projec Tyke of Inspection: ► J1L�i��- /AAL, Address: Date Called: Special Instructions: Date Wante y /� a. 16 p.m. 5;J &4- /1 Requester. Phone No: z0� - e/ 11 > 17 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: rl�' /� A Date: %r! (, A . REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. C7n INSPECTION RECORD Retain a copy with permit 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 Project: 136-C() Type of Inspection: St&c6y1�E /A/ Address: i27,7o I i2 Date Called: Special Date Wanted ap m. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. i Inspector: VI Dater 3 El 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 0 Izo I TION 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 Project: Ty a of Inspection: CCv c,A►N �- �/ L Address: \n 12,770 Date Called: Special Instructions: Date Wanted: /Xu a.m. Requester: ,S Phone No: 206 — Il S100- 117 7 Approved per applicable codes. L, Corrections required prior to approval. Inspector: Date: L16 U 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,�s �D120 CTION NO. PERMIT NO. CITY OF TUKWIL.A BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: a EG c) Type of Inspection: IG/,uIG- Address: z7 *7o 1 i- Date Called: Special Instructions: C.Lev t' Date Wanted // m �¢ Request ' /;jA-e11s Phone No: Z1' -y 1177 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: U REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ir INSPECTION RECORD _ Retain a copy with permit iN ECTION N0. 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: Type of Inspection: SUSI�'CA)b Cb Address: dr�7 Date Called: Special Instructions: ` r/V S /� q wer, GePhone Date Wanted: %/ a.m. 7 i �r / (P p.m. Requester: No: Approved per applicable codes. El I Corrections required prior to approval. COMMENTS: Inspector: Date: cP REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD r3�) I Retain a copy with permit INSFECTION 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 Proa'ect: ISEC 0 Type of Inspection: PEN'bc`D Address: Date Called: 2770 A(7Z�701004 Special Instructions: CALL W 1}� Date Wanted: m 'Z///a 616�7TO S1Tf Requester: /tee 7rgiv) S P0721tW Phone No: Zoe use=7 rbe Approved per applicable codes. t� Corrections required prior to approval. Inspector: Date: ZIAI ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPEI Retain a INSPECTION NO. MON RECORD copy with permit ��S � ®�� PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prc�je�t: 1J1 c Type �S s ection: , e'f'�`� C � Tress- ® & -7k(jkk4 P Date Call d: Special Instructions: Date Wanted: a.m. — z-7 - T p.m. Request r: ,�, e I 'O Ph ne No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Inspector: Date: � `�7 J� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. fS 0 INSPECTION RECORD 3S Retain a copy with permit P( ` o t IN ION 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 Proftu Type ofsp ion: c A dress: �i Q t�l. t✓t.�Lt �' Date Called: Special Instructions': AM Date anted: a.m. P.M. Zedt- r� ter: "-c Requester: ,SJi�'� f (/�`�G'�C► Phone Approved per applicable codes. LJ Corrections required prior to approval. Inspector: Dater _31 ,6 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 l I SPE N 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 Pro'ect: T, Type of Inspecti c ddress: 1�7-76 Ga�P Date Called: Special In try ions: Date Wa to a.m. W C. t L4 t Requester: Phone No: J I�1 ❑ Approved per applicable codes. E Corrections required prior to approval. COMMENTS: V sfuv--Ij Inspector: Date I� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Galt to schedule reinspection. WC K INSPECTION RECORD Retain a copy with permit ECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr��oyyject: #�F-C%A Type of Inspectiow, F"&2( Add 7a cea.�ciJl Date Called: Special Instructions: � qv �� /" 1i Date wanted: a.m. P.m. Requester: ,%_lido f.S t'16A-a- o Phone No: — Approved per applicable codes. I-J Corrections required prior to approval. Ilnspector: I� IDate20 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. OR INSPECTION RECORD � ?)- Retain a copy with permit �f� 0 f INSPECTTM 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 Pr 'e�ct:f -rype.of InspectiorV. Address: Z? b QA-V Or Date Called: Special I structions: Date Wanted: a.m. p.m. Requester. Phone f�No//: !�R e.- L f Approved per applicable codes. %Corrections required prior to approval. COMMENTS: C7 V ,�, -�ca d� S e Fie- IF (Inspector: (uate:�_ 4 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 �fyQ INSP N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Typ of Inspect�io Address: -2,-77(D P Date ailed: Special instructions: Date Waniie j a.m. Requester: hone No: (� .o Approved per applicable codes. L! Corrections required prior to approval. M MENTS: Date* FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. ER INSPECTION RECORD riq Retain a copy with permit l-f PECT N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,#100, Tukwila. WA 98188 (20q) 431-3670 Permit Inspection Request Line (206) 438-9350 &4—( J- Pr 'ect: Type f bnspe ion: A e s: (.9qktjRV 4>111- Date Called: Special Instructions: /4 Z(�4 6('` ` l✓(,i;� �-Sr �- �,- a �e s �� Date ed: a.m. .—�,� p.m. Requester:, f Phone No: qJJ t� ❑ Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: `Q c rm V P1 /2 1-fj ✓ K CE Ize teL- X nspector: juate: y"-� _ 7 _ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. sC, lv SPECTION RECORD Z7 ain a copy with permit S C N PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188. ( 6� 431-3670 Permit Inspection Request Line (206) 438-9350 S( tV KV Pct: I Type of nspection• COP Address: -2-'7 70 G�ce Date Called: Special Instructions: S rV�a Date Wanted: ( a.m. p.m. Re ue k1 S tbrtodoter GC Pho a No - ebb 1f3" - f 17 k - -(-r r� Approved per applicable code . Corrections required prior to approval. ❑ REINSPECTION PEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. it ki INSPECTION RECORD 1A Retain a copy with permit l y- - i�t INSPECTION 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 Pr 'ect: � Typeof I tio�(" Address: �7 6� � �.� D to Calle . Special Instructions: �A Date Wanted: a.m. C Phone No: FApproved per applicable codes. Corrections required prior to approval. M M ENTS: (Inspector: K-C- IDate'3, ,v/ r/ _ /& 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 permit ermit �C NAPE 10N 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 Pro ect: Type of Ins ection: Address: . Date alle : Speciallnstructions: �A ,vl U 11 We7 T Date nted%• a.m. 3 -1(— p.m. Re uester:. -60/0 Phone No: 6 — E] Approved per applicable codes. E Corrections required prior to approval. nspector: 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Detain a copy with permit IN Z-�7�-ON N0, 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: Type,o� Inspectio : 1 , (k Address: z ® 6a w� D� Date Cal Special Instructions: A^ �J Date Wanted: p.m. Remester: c ``'' V I .S fib rA& Phone -No: 1-1 Approved per applicable codes. 1-1 Corrections required prior to approval. nspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IAl ry INSPECTION RECORD Retain a copy with permit ECT P10. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 50uthcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit. inspection Request Line (206) 438-9350 Pro'ec�C,- Type �"l/"Inspection: c Address: 1� i,70 6a !,, Date Called: Special Instructions: O Date Wanted: a.m. 3 —1 — (� p.m. Re uester: r PhoM_ 17 ' 7 Approved per applicable codes. 1-1 Corrections required prior to approval. Inspector: Date: _ ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. INSPECTION RECORD Retain a copy with permit N0. PERM IT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ert: Type f tnspecti n: f .�L A dress: Z-770 Ga f P- 410, Pt-- Date Called: Special Instructions: Date :�� a.m. 3 ' I p.m. Requester: Phone No: 11 Approved per applicable codes. LJ Corrections required prior to approval. Inspector: k�� I Date: —3 r 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 DES O j ?_f) INS O. 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: Type gf Inspection: �� //d777,rdeJss Address: Date Called: � �Q GetI W .- Special Instructions: Date Wanted: a.m. p.m. Re nester: P vas&' Ft./( Phone No: CC ` REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspecton. INSPECTION RECORD( . l Retain a co with ermi y t iNS' NQ. p p PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Pr �{y. �,/ glk✓V "l Type of n pection: aApot(" Add� s: 0 �.Qk�� U Date Called: Special Instructions: S�qP r�r s Iv�tAA10; ulq [ 1 /�"idld e Date Wanted- a.m. —1 , � � p.m. equester: Tl i/rs N"o Phone o: Approved per applicable codes. El Corrections required prior to approval. Inspector:KE Date --// I — - - = m (cam 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 ,PE(_TION 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 ProjBt�C TYPJ ofIns A dre- , 7® G;kk D Date Called Special Instructions: I d� /T� S Date Wanted: a.m. 2, — 2,T—(A� p.m. Requester: o Phon No: 68 6 a z(5 IInspector: IDate: :?— ^2--C? , f REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 4, r(r- INSPECTION RECORD h Retain a copy with permit Cl'ION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' c Typ of Inspection: CEO( (c Address: b �f `^ Y Date Callid: Special Instructions: Date — -Z' �PA a.m.�" ,m. � S ®r�a � co V Phone Z-T 6`dC ` 0 � 1 l Approved per applicable codes. Corrections required prior to approval. COMMENTS - AM KE P� a ' 0 7i �i Wei i i �� • i NEW, I 'Inspector: Date: z REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Sol INSPECTION RECORD K(6) Retain a copy with permit 5' 0 l INZEeTION 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 Pr' ` : Pro', f I Type of S Address: -70 !± � %" Date alle Special Instructions: I 7- ' ` (/` " > �t 9116411 dQ�i/l Date Wanted,61S If 7 Requester: ✓! s PhoneNo: e S. E._J Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: c F-V I k� /0 ri tXq, 14 C' C h;� G V ✓ � Q 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 permit it pfs 01 Z-0 INSSIP ..- EN0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 5outhcenter Blvd., #100 Tukwila. WA.98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj�c � �V!!�� i'yp� oInspection, Address: C% Date Call d: Special Instructions: ZYd�/�. t. 1� Date Wanted: ` a.m. 2, C( �/ p.m. Requester: t Phone_ No, Inspector: LWO U REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calf to schedule reinspection. PIC l.� INSPECTION RECORD I 1 Retain a copy with permit p (5- I Illjlkkao 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 Pr 'ect: Type,gf Inspection: Address: Date Called Special Instructions: ,dp r� Date Wanted: i a.m. '- ; "'1 p.m. Requester: bra 1 % w Phone No: _ 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 I 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 Projec9"C Type of Ins n: Address: 77O Date Called: Special Instructions: ,may, Date Wanted: r� a:2 Request 4� s' Phon o: ( t��06) 17-7 Ll Approved per applicable codes. LJ Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l INSPECTION RECORD 1015-0 1 -1,6 Retain a copy with permit _ ECTION N0. PERMIT N0, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd- #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project, lj Type of Inspection: � Address: ;�-7 70 �. pate Called: Special Instructions: A pate Wanted: / Requet� y� S a33 Phos '.Z eK 1 /7 pproved per applicable codes. 1-1 Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ce2INSPECTION RECORD IDIS Retain a copy with permit` INSPECTION 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 Pr oje tC Type of Inspecti n: k Address: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. Inspector: Date: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 INSPECTION RECORD 01�-_0Fr-0�� Retain a copy with perm t PcCTI N 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 Project: o , u Type of Inspection: Address: _7_7L te Called: *Date Special Instructions: Wanted: a.m. p.m. Reque to 1/Az Phone No: F-q<pproved per applicable codes. El Corrections required prior to approval. " paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. vl INSPECTION RECORD Retain a copy with permit wfJ '1115PECTION 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 Project, ;�-/, f� Type of Inspec 'on: Address: Date Called: Special Instructions: Date Wanted: a.m m. -123 Requester Phone No: Approved per applicable codes. Corrections required prior to approval. 17-[ o Date: W-3 h REINSPECTION FEE REQUIRED. Prior to next inspect(on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD l Retain a copy with permit Tff�TIECTION NO. PERMITNO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1,206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje t:L� Type ofInspection: Address: 4 if/.ifw /✓f'� Date Called:' Special Instructions: 4 j Date Wanted: a i —1376- Re ester: I'Ao/� Phone No: 117 Approved per applicable codes. LJ Corrections required prior to approval. Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. lfr� INSPECTION RECORD a Retain a copy with permit INSPECTION 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 Project: Type of Inspec ion: Ct � Address: Date Called: Special Instructions: ,n Date Wanted: y" a.m. Requester: � `h E Phone No: f Approved per applicable codes. El Corrections required prior to approval. No El 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 I CTION 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 Pra'ecrt:� �aa LA Type of inspection:` e 3 r `� C U Address: q !r e Date Called: r& Spe�ca� I stru�c"tio� ns: ld �� iRp f l ,D G ta.m. Datep "0p.m. � L Requester. n r r�,v FS " @ y �t'Ir At Phone No: ❑ Approved per applicable codes. LJ Corrections required prior to approval. (inspector: � IDate: u _� _�� I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ilia INSPECTION RECORD Retain a copy with permit �� PER a� � INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431- 670 Permit Inspection Request Line (206) 438-9350 � Pr?ect: Type of Inspection: cAijct- Ad res : Date Cal : Special Instructions: Date ante L. a.m. Requester: r Ila Phon7 7 U Approved per applicable codes. Corrections required prior to approval. (inspector: luate: 10 _ j 47,_ `�p REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 1 G Retain a copy with permit l INSPUJXN 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 Proj t: Type of Inspection: Address: v770 ik P r_ Date Call d: Special Instructions: p� &� �r� Date Wanted* a.m. 0:�T" 0 p.m. Requester: %- Phone Nv(S o: Ph� - 1 s-f 7 Inspector: Date:(6 `,S'-- (5�— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a INSPECTION RECORD Retain a copy with permit WSPEMON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (20q) 431-3670 Permit Inspection Request Line (206) 438-9350 Fret felt a Proje � Type aE€ Ins ection: a K Acjdre-ss7: ]� Date Called: Special Instructions: Date Wantedr: a.m. 6— =(� p.m. Re uester: e 'W VP-S Phone No: Approved per applicable codes. -1 Corrections required prior to approval. 2- Inspector: Date:�� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IN INSPECTION RECORD Retain a copy with permit f 2- INSPECTION 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 Project: Type of Inspectiop: r %l vc Address: Date Called: L 70 66( L,)u Special Instructions: `A 4/4 Dat:TM — a.m. p.m. Re --ester : c. % �U 1� F r V ll ` hone No: r. - Approved per --applicable codes. LJ Corrections required prior to approval. Inspector: / IUaty — qr�1�� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. INSPECTION 64RECORD Pr-5 �� Retain a copy with permit Y 210 IRMCTION 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 Pr_� f-ic , Type ) r4ei77 or r A P71Dress: k! y An Date Called:k Special Instructions: Date W te5d _ j a.m. �I , p.m. Reauester, �i t Phone 77 �r Z `( ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4d l INSPECTION RECORD Retain a copy with permit INSPECTION 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 Pro'ect: 1 �%N i tJ i1 Tyne of Inspection: �n (ode I T►�2 - S Address: 12-110 G cc7h� `DI'L Date Called: Special Instructions: j% (fi, k- Date Wanted: a.m. �1-n- /�- P.M. f79S ZSS'Z'� Requester: CV ACTOV-- Phone No: l; Cnql ZC6 . l S G `l MV Approved per applicable codes. Corrections required prior to approval. COMMENTS: ew -I� Inspector: C Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Mo- INSPECTION RECORD 0/S-Dl Z D Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: � / � C.� Type of Inspecti7/A (- Address: Suite #: /2 �L--U Contact Person: Special Instructions: Phone No.: pA proved per applicable codes. Corrections required prior to approval. t COMMENTS: f J a /INlq l--- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: inspector: C�-�r� Date: /7�A Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. kiming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Ell INSPECTION RECORD Retain a copy with permit li /5-- 0%? INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: C Type of Inspection: _ 1 Address: Suite #: 7 ?d ,�tftav %fir. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: / 2 Hrs.: Z S- ❑ $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 RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: dz)2 Address: Suite #: 12- - w Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. P COMMENTS: 3 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1,W5'j! Date: 16 J/ 7/ 14 1 H rs.: J • 5 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Gt INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit of zo PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type oQnspection: Address: Contact Person: Suite #: Special Instructions: Phone No.: ®Approved per applicable codes. Corrections required prior to approval. COMMENTS: vQ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: Hrs.: /. Q $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD .UPS - 00/ 6 Z Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: � C u Type of Inspection: � Address: Contact Person: Suite #: v Special Instructions: Phone No.: RApproved per applicable codes. Corrections required prior to approval. r COMMENTS: f Ode- G� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: OccupancyT e: Inspector: �� j Hrs.: U $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 RECORD 'y1S 0120 ' Retain a copy with permit , INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �— G �-- Type of Inspection: l Y ` Address: Contact Person: Suite #: O Special Instructions: Phone No.: l KApproved per applicable codes. Corrections required prior to approval. y COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy -Type: Inspector:;_ Date: 7Hrs.: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 a� 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / _ Type of Inspection: Address: I a -2 -7(2 (5-)4-1-e-O-A.� 6 VA, Contact Person: ' Suite #: Special Instructions: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: _Quv? Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: S� Date: Hrs.: q �,, ,U ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit IT 3 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 , Project: Type of Inspection: Address: Contact Person: Suite #: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS:. 4 0o r j (/l /1�c- J _ I f/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: f ? 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 RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Ins Cn vv Address: Contact Person: Suite # : Special Instructions: / Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �. t Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: --�� �! i, S Date: �oV %6 Hrs.: f U t $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit I INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: &C Type of Inspection: Address: j a-7 �70 7 p� Contact Person: Suite #: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /jA/ I Date: 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 RECORD l)/ o (fin S� Retain a copy with permit h= - s INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 9 zc Type of Inspection: SP co Address: 1 a7 70 C"AV AA,� D2 Contact Person: Suite #: Special Instructions: Phone No.: 5]—Approved per applicable codes. COMMENTS: Corrections required prior to approval. Needs Shift Inspection: - Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector• �1� �- Date: Hrs.: , $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. uming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD `. 1- S l L 3 —� Retain a copy with permit NIti -- ?—C) INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:.._-.,_—,> Type of Inspection: Address: Contact Person: Suite #: " Special Instructions: Phone No.: `Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: iR& 5 3 Date: ��/// & Hrs.: /. U ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �---,� Type of Inspect+on: P,CX Address: Suite #: 0 6 -t Contact Person: Special Instructions: ' Phone No.: Approved per applicable codes. Corrections required prior to approval. f COMMENTS: r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: s:/ Hrs.: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1�A 1E Type of Inspection: x t n. Address: Suite #: ! Z (�—. �,�, Contact Person: Special Instructions: 1 Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: V11��%s' Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD N Q/ zo J� Retain a copy with permit - - of z INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: � t7 Type of nspection: Address: Contact Person: Suite #: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: J Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: Vz`�% Hrs.: 2.0 ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: T Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 7 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit / 2� Z).JS- 61Z0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: Contact e son: Suite #: 2- 7 7 g) r4-,I Special Instructions: f r Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: /v// �, I Hrs.: /. ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Bming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD-S l2 3 Retain a copy with permit D tom- O 1 Z INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: P Address: Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. f COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: ?,12, Hrs.: /, S ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. niiiing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 z INSPECTION RECORD o I �� Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: � -� 7 � Suite #: Contact Person: Special Instructions: Phone No.: FApproved per applicable codes. r Corrections required prior to approval. COMMENTS: r) K 'T is Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: - OccupancyTy e: Inspector: /^�� �- Date: , 11(,116 1 Hrs.: V� 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: T Com an Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD �`�l - Old-L Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: i ri)Ec -� Type f Inspection: �5 c1 Address: v Contact Person: Suite #: Special Instructions: Phone No.: dz Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: © 4 r 1 so, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: a / Hrs.: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. oming Aaaress Attn: Company Name: Address: City: - State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Dl S- - 000 Retain a copy with permit S — INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �,C C.. Type of Inspection: is_-er- Address: 7 7(7 u,} H Suite #: a, Contact Person: Special Instructions:` Phone No.: _Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: .o -er- ld s i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: � Inspector: Ql � S'�_ - I Date: I// Z //6 I Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. niiiing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD i /� Retain a copy with permit lrw Zo -7 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Insplection: Address: Contact Person: Suite #: Special Instructions: Phone No.: ,Approved per applicable codes. ❑ Corrections required prior to approval. t COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4?�� JAW14- -� I Date: J Z/�-/� I Hrs.: -Z ; 6 1 ❑ $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 RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ; C Typ��spection: ' Address: Suite #: z % 7 CJ 6*77(XIAV Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: %xio�Ye 4,1,4eC4 r_1 //-Zt� eglLle //v r Needs -Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector -, S—�; I Date: ///L// S-- I Hrs.: /, 5 ❑' $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. s timing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: _ Type of Inspection: Address: Contact Person: Suite #-: Special Instructions: Phone No.: Approved per applicable codes. corrections required prior to approval. COMMENTS: e VV w, ',v v e e. N j r>j� j U � t v �/ a' -ZA ''„c. ii r�.t/ n,N ,� �✓11v Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,/,J,, Date: 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 12770 Gateway Dr., Seattle, WA, 98168 BECU Headquarters 15291000 Request For Information # 00145 To: INTERIOR ARCHITECTS, INC Attention: Nancy Heywood CC: Subject: Stair in filling site conditions INFORMATION REQUESTED: RFI Date: Date Due: RFI Type: Priority: Schedule/Activity ID: Document Reference: Spec Section: Status: 04/05/2016 04/11 /2016 Structural Critical Open Requested By: Travis Porto While starting demo of the ACT/GWB around the existing 1 st floor atrium stair set to prep for the in fill of the atrium hole it was noticed that the in field conditions do not match the structural drawings. The architectural demo drawings A2-0.0 shows the atrium hole to have a slight curve towards the stairs. The architectural drawings only has key note D01 'REMOVE EXISTING STAIR. SEE STRUCTURAL." In reviewing the Structural drawing S3.3 & S2.2 the drawing appear to indicate that the beam along Grid line M is straight and not curved with the opening. Contractor has assumed since neither drawing sets indicated otherwise that the decking over hung the beam along grid M and that the deck would be cut back to meet the beam at grid line M. Cutting this deck back would allow for install of the 6x4x3/8 LLV as shown in drawings S2.2 & S3.3. However upon removing the ACT ceiling and GWB around the stair set it was discovered that the beam along grid line M is not straight but that the beam following the radius. Contractor is not unclear on how to attach the LLV along this radius edge. See attached pictures of concrete beam. Please provide detail on how LLV is to attach. SUGGESTION: Possible Cost Impact: Potentially Possible Time Impact: Potentially ANSWER: See attached SSK-0145A&B. 1/2" GAP MAX between angle and edge of concrete as shown on the sketch. Cut angles to meet this requirement with required anchor spacing per 10/S3.3. T. Krause, DCI Engineers 4/11 /2016 ATTACHMENTS: 050 051 052 Page 1 of 2 Print Date: 4/11/2016 11:35 AM 053 054 Page 2 of 2 Print Date: 4/11 /2016 11:35 AM M N f' _ - - - I \--------- -F - - -/ ANGLE PER S2.2, TYP I KI SSKI 1 c c - I II --- ____-_____L___ - - - 01� I I NOTE: SEE S2.2 FOR ADDITIONAL INFORMATION C T_ Z {1=C"J 7 Sketch # SSK-0145A Project Name: Project #: By: Date: BECU TFC TI 14011-0497 TAK 04/11/2016 Field Sketch: )C1 .� Partial Plan at L2 Infill E n G i n E E R 5 818 Stewart Street, Suite 1000 1 Seattle, WA 198101 (206)332-1900 V-•O O / / (re), /cb Max 4A c c %A6 GI,.P�j i < oApA W✓ (f� wo f�Ic: Me , -WArf ' tjoY �rftt is I '1i M�, o ° ' 10153.3 Aid (4] AiCkoGS Zy" of ,u�ac SPAcwk A •t � i 1 w 1 u � r � IA, A, YJ POTS picuwL &OL QL+�I+J . Nort sKoc."►� �' - Ct-�+�t'r'C. Sketch # SSK-0145B Project Name: Project #: By: Date: BECU TFC TI 14011-0497 TAK 04/11/2016 _ Field Sketch: o Angle Attachment at Curved EnoinEEF35 Beam 818 Stewart Street, Suite 1000 1 Seattle, WA 198101 (206) 332-1900 E n G I n E E R s E Seattle °v Portland ;n Spokane San Diego Austin Irvine San Francisco Anchorage BILE BECU - TUKWILA FINANCIAL CENTER TENANT IMPROVEMENT 12770 GATEWAY DR. TuKWILA, WA 98168 STRUCTURAL CALCULA REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila j IG DIVISION PERMIT & BDC 1 SUPPLEMENTAL JULY 22, 2015 DCI JOB NUMBER: 14011-0497.00 .REAWED FOR ObE j. APPROVED IANCE JUL 2 7 2019 City of Tukwila 'JOJILIDING DIVISION PREPARED FOR: IA INTERIOR ARCHITECTS 1001 FOURTH AVENUE, SUITE 440 SEATTLE, WA 98154 0 VZO 818 Stewart Street, Suite 1000 Seattle, Washington, 98101 Phone (206) 332-1900 S e r v i c e I n n o v a t i o n V a I u e PERMIT CALCULATIONS $UBMITTED:.IUNE 21 2015 0 Fez os�_r I IVFO 11 E)R=4c4_v F5 U 1 4 4i J4 FF [a f T .,r- -a--.._..r- ..........._».� _�-ram-� ...b.. . ....., 11 ZUSGS Design Maps Summary Report User -Specified Input Report Title BECU TFC TI Tue March 31, 2015 02:44:53 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.490N, 122.27218°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III MCER Response Spectrum 1.65 I.50 1.35 1.20 1.05 0� 0.90 to 0.75 0.60 0.45.F_111��� 0.30 0.15 o. o0 0.00 0.20 0.40 0,60 0.20 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) 1.10 Design Response Spectrum 1.00 0.50 0.20 0.70 C� 0.60 y 0.50 0, 40 0.30 0.20 0.10 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 Period, T (sec) r� ■ SECTION A INTERIOR TI DESIGN A-1 �' Project No: 14011-0497 Sheet No.: Project: BECU TFC TI Date: 5/26/2015 E n E I n E E Fi 5 Subject: Interior Walls By: TAK Seismic Demands on Nonstructural Components [Reference: ASCE 7-05 Chapter 131 Location: Interior Architectural Features Givens: h ,O'g" _= Average building height with respect to base z � '' Component 1$:QO<ft k attachment point height with respect to base Sos wU997u Spectral response acceleration parameter at short period[lper USGS Ground Motion Program] Component=:Architecture[ ; _ F a - __ ` 1,Q' Component amplification lification factor p RP = --r `25 Component response modification factor [p 10, Component importance factor Seismic Design Force: Fp,max = Fp,min = Fp,nom = FP = ASD: 0.7 x FP = Load Combinations (ASD): 1.595 x W p =1.6 x SoS X Ip x Wp 0.299 x Wp = 0.3 X SAS X Ip X Wp 0.479 x Wp - 0.4a/us"W' (1+2 `� <--Controls I R n I /t 0.479 x Wp i In 0.335 x Wp LC 5: (1.0 + 0.14SDs)D + 0.7QE = 1.140 D + 0.335 Wp LC 6: (1.0 + 0.105SDs)D + 0.525QE = 1.105 D + 0.251 Wp LC 8: (0.6 - 0.14SDs)D + 0.70E = 0.460 D + 0.335 Wp OAt_t— wE 1e�k 't" — I T- = r- [Table 13.5-1 ] [Table 13.5-1] [Section 13.1.3] [Equation 13.3-2] [Equation 13.3-3] [Equation 13.3-1] [Sections 12.4.2.3 & 2.4.1 ] Vertical/Uplift FF ICJ irJ TE2,-��� prz�s�ca� = 5� a Ps-'P A-2 ®CI Project No. Sheet No. Er1G9� Project Date Subject 11.lZrZ2Ca2 j>>4 �7^f �c�.J GJ�L�---S. ByT�t,� PA,L-C"r SL)ppd ,<-z S-rL)Ds U5� (Zi PAP-, V.l = 62� 0 sv (z) PA FC '[g 6-ne4c-ke- z<::, MY 2sc7 s l 2 S-3 � t�-i c ��� @- �` ` o ~� 7 ©P COAhJ =C7 V (Z�) PAP,;. �r 'Taw j00 x3 ��o �a ^� I2T- TO- 9 -s 25-05171=-3=> luCkZrz. 7, CotJG, �. A-3 Project Name: Interior Steel Stud Framing Model: Interior Partition (3-5/8") Code: 2007 NASPEC [AISI S100-20071 18.00 Page 1 of 1 Date: 05/26/2015 Simpson Strong -Tie® CFS DesignerTM 1.3.0.0 Reactions and Connections Number of Connectors Required at each Reaction: 1 No. of No. of Simpson Req'd Req'd # Strong -Tie screws to 12-14 Support Reaction (lb) Connector stud Anchors R1 63.00 No Solutions - - R2 63.00 SCB43.5 2 2 Total Vertical Shear Carried by Connectors (lb) : 0 Bridaina Connectors 7.00 Design Method = AISI S100 Simpson Strong -Tie Span/CantiLever Bridging Connector Stress Ratio Span N/A - Bending and Shear (Unstiffened): 6.2% Stressed @R1 Bending and Shear (Stiffened): N/A Web Stiffeners Required?: No Section : 362S125-33 Single C Stud Maxo = 299.3 Ft -Lb Moment of Intertla, I = 0.42 in^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions have been multiplied by 1.0 for opposite load direction for connection design Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Span 283.5 0.947 283.5 Full 299.3 Distortional Buckling Check Span K-phl Lm Brac Ma-d Mmaxf lb-in/in in Ft -Lb Ma-d Span 0.00 216.0 305.9 0.927 SIMPSON STRONG -TIE COMPANY INC. Fy = 33.0 ksi Va=1023.6 lb, Mpos/ Deflection Ma(Brc) (in) Ratio 0.947 0.945 U229 www.strongtfo.com A-4 Project Name: Interior Steel Stud Framing Model: Interior Partition (6") Code: 2007 NASPEC [AISI S100-20071 Page 1 of 1 Date: 05/26/2015 Simpson Strong -Tie® CFS DesignerTM 1.3.0.0 Reactions and Connections Number of Connectors Required at each Reaction: 1 No. of No. of N Simpson Req'd Req'd # Strong -Tie screws to 12-14 Support Reaction (lb) Connector stud Anchors R1 63.00 No Solutions - - R2 63.00 No Solutions - - Total Vertical Shear Carried by Connectors (lb) : 0 Bridaina Connectors 18.00 7.00 Design Method = AISI S100 Simpson Strong -Tie Span/Cantilever Bridging Connector Stress Ratio Span NIA Bending and Shear (Unstiffened): 13.5% Stressed @R1 Bending and Shear (Stiffened): N/A Web Stiffeners Required?: No Section : 600S125-30 Single C Stud Maxo = 518.3 Ft -Lb Moment of Intertia, I =1.22 in^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions have been multiplied by 1.0 for opposite load direction for connection design Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Span 283.5 0.547 283.5 Full 518.3 Distortional Bucklina Check Span K-phi Lm Brac Ma-d Mmax/ lb-In/in In Ft -Lb Ma-d Span 0.00 216.0 449.0 0.631 Fy = 33.0 ksi Va = 467.6 lb Mpos/ Deflection Ma(Brc) (in) Ratio 0.547 0.322 U671 SIMPSON STRONG -TIE COMPANY INC. WWW.strongtio.com A-5 Project Name: Interior Steel Stud Framing Model: Interior Partition Brace Code: 2007 NASPEC [AISI S100-2007] 5.75 Section : 250S125-30 Single C Stud Page 1 of 1 Date: 05/26/2015 Simpson Strong -Tie® CFS DesignerTm 1.3.0.0 Reactions and Connections Number of Connectors Required at each Reaction: 1 No. of No. of Simpson Req'd Req'd # Strong -Tie screws to 12-14 Support Reaction (lb) Connector stud Anchors R1 0.00 No Solutions - - R2 0.00 No Solutions - - Total Vertical Shear Carried by Connectors (lb) : 0 Br€daina Connectors Design Method = AISI S100 Simpson Strong -Tie Span/CantiLever Bridging Connector Stress Ratio Span N/A - Bending and Shear (Unstiffened): N/A Bending and Shear (Stiffened): NIA Web Stiffeners Required?: No Maxo = 181.2 Ft -Lb Moment of Intertia, I = 0.16 inA4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions have been multiplied by 1.0 for opposite load direction for connection design Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Span 0.0 0.000 0.0 None 110.2 Distortional Bucklina Check Span K-phi Lm Brac Ma-d Mmax! lb-In/in In Ft -Lb Ma-d Span 0.00 69.0 173.9 0.000 Combined Bending and Axial Load Details Fy = 33.0 ksi Va = 832.3 lb Mpos/ Deflection Ma(Brc) (in) Ratio 0.000 0.000 L/0 Axial Ld Bracing(in) Max K-phi Lm Bracing Allow Intr. Span (lb) KyLy KtLt KL/r (lb-in/in) (in) load(lb) P/Pa Value Span 200.0(c) None None 159 0.0 69.0 556.4(c) 0.36 0.36 SIMPSONSTRO€dG•TIE COMPANY INC. www.strongUe.com MDO A-6 Project No. Sheet No. pnGI4—(l-007- Project Date Subject By kz Sumo o-z v>k-s,,r o 0-6 kL Ls,.�NQ T2.Y z-(`--C3, �V V ©, b 3 6°� OZt:V-- CAS ((+) r-A S� ) Gyl Niue- �',-�rcr —7 t P2�c pvT Pv7 A-7 Loads: BLC 2, Live DCI Engineers TAK 14011-0497 20lb/ft Partial Height Partial Height Wall Design SK -1 May 28, 2015 at 2:58 PM Partial Ht Wall Support Design.r3d A-8 Column: M1 Shape: HSS2x2x4 .192 at 4 ft j Material: A500 Gr.46 Length: 4 ft I Joint: N1 Dy in J Joint: N2 LC 3: DL+LL Dz { j Code Check: 0.145 (bending) in Report Based On 97 Sections I -.066 at 4 ft , I 20.553 at 0 ft Vz lb A lb Vy lb I -80.066 at 0 ft i I i i 3.843 at 0 ft T k-in Mz k-in ...............:.:.... 1 92 at 4>ft:::::;::: j I I 5.145at0ft -2.57at4ft .014at0ft_ fa ksi ft �� .,ksi _ I { fc r ksi ' 2.57at4ft -5.145at0ft j I RISC 13th(360-05): ASD Code Check Direct Analysis Method Max Bending Check 0.145 Location 0 ft Equation Hi -lb Bending Flange Compact Bending Web Compact Fy 46 ks i Pnc/om 30405.921lb Pnt/om 41592.814lb Mny/om 26.553 k-in Mnz/om 26.553 k-in Vny/om 10019.726lb Vnz/om 10019.726lb Tn/om 23.239 k-in Cb 1 Max Shear Check 0.008 (z) Location 0 ft Max Defl Ratio U250 Compression Flange Non -Slender Compression Web Non -Slender y-y z-z Lb 4 ft 4 ft KUr 68.245 68.245 L Comp Flange 4 ft Warp Length NC L-torque 4 ft Taub 1 A-9 Project Name: Partial Ht Wall CFS Framing Model: 3.625" Wall Stud - Partial Ht Code: 2007 NASPEC [AISI S100-2007] 4.00 4.00 Page 1 of 2 Date: 05/28/2015 Simpson Strong -Tie® CFS Designerm 1.3.0.0 20.00 N 4 w Section : 362S125-33 Single C Stud Fy=33.0 ksl Maxo = 299.3 Ft -Lb Moment of Intertia, I = 0.42 inA4 Va=1023.6 lb Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions have been multiplied by 1.0 for opposite load direction for connection design Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (In) Ratio Span 160.0 0.535 127.8 Full 299.3 0.427 0.016 U2960 Top CantiLever 160.0 0.535 102.1 None 287.2 0.356 0.147 U651 Distortional Buckling Check Span K-phl Lm Brac Ma-d Mmax/ lb-inlin in Ft -Lb Ma-d Span 0.00 48.0 305.9 0.523 Top CantiLever 0.00 48.0 305.9 0.523 Combined Bending and Web Cripplina Reaction or Load Bearing Pa Pn Mmax Intr. Stiffeners Pt Load P(lb) (in) (lb) (lb) (Ft -Lb) Value Required? R1 -40.0 1.00 165.2 289.1 0.0 0.13 NO R2 120.0 1.00 323.4 533.6 160.0 0.52 NO SINIPSON STRONG -TIE COh9PANY INC, www.strongtle.com A-10 Project Name: Partial Ht Wall CFS Framing Page 2 of 2 Model: 3.625" Wall Stud - Partial Ht Date: 05/28/2015 Code: 2007 NASPEC [AISI S100-20071 Simpson Strong -Tie® CFS Designerlm 1.3.0.0 Combined Sending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft -Lb) Factor VNa M/Ma Unstiffened Stiffened R1 40.0 0.0 1.00 0.04 0.00 0.04 N/A R2 80.0 160.0 1.00 0.08 0.53 0.54 NIA Simpson Strong -Tie Connectors, Number Of Connectors Required at each Reaction: 1 No. of No. of Simpson Req'd Connect Req'd # Shear Tension Compression Strong -Tie screws to or Stress 12-14 Stress Design Reaction (lb.) (ib) (lb) Connector stud Ratio Anchors Ratio Ok ? R1 - No Solutions - - - - _ R2 - 120.0 120.0 SCB43.5 2 0.23 2 0.15 Yes Simpson Strong -Tie Wall Stud Bridging Connectors Design Method = AISI $100 Bracing Design Length Number of LSUBH LSUBH SUBH SUBH MSUBH MSUBH Span/CantiLever (in.) Braces Pn(lb.) (Min)' (Max)' (Min)' (Max)' (Min)' (Max)' Span Span N/A N/A NIA N/A N/A WA NIA N/A Top Cantilever Span N/A N/A N/A N/A N/A WA WA N/A Notes: 1) Values in parentheses are stress ratios. 2) Bridging connectors are not designed for back-back,box, or built-up sections. 3) Reference www.strongtie.com for latest load data, Important information, and general notes 4) CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. 5) If the bracing length is larger than the span length, bridging connectors are not designed. SIMPSON STRONG -TIE COMPANY INC. www.strongtio.com www.hiltl.us Company: Specifier. Address: Phone I Fax: E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued 1 Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: DCI Engineers TAK 818 Stewart Street, Suite 1000 (206) 332-1900 1 tkrause@dci-engineem.com Seismic loads (cat. C, D, E, or F) Geometry [in.] S Loading [Ib, in.1b] Page: Project: Sub -Project I Pas. No.: Date: A-11 W 1 Proft Anchor 2.5.3 1 5/28/2015 Kwik Bolt TZ - CS 1/2 2'"' h,t = 2.000 in., h,k,,,k = 2.375 in. OW Carbon Steel ESR-1917 5/l/20131 5/l/2015 Design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.500 in. Ix x ly x t=17.000 in, x 3.625 in. x 0.500 in.; (Recommended plate thickness: not calculated) Square HSS (AISC); (L x W x T) = 2.000 in. x 2.000 in. x 0.250 in. cracked concrete, 5000, fr' = 5000 psi; h = 4.500 in. tension: condition B, shear. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no Input data and results must be checked for agreement with the existing conditions and for plausibilityll PROFIS Anctwr (c )2003-2009 MId AG, FL-9494 Schwan Hitt# is a registered Trademark of Hilt AG, Sehaan A-12 www.hilti.us Profis Anchor 2.5.3 Company: DCI Engineers Page: 2 Specifier. TAK Project: Address: 818 Stewart Street, Suite 1000 Sub -Project I Pos. No.: Phone I Fax: (206) 332-1900 f Date: 5/28/2015 E-Mail: tkrause@dci-engineem.com 2 Proof I Utilization (Governing Cases) Design values Pb] Utilization Loading Proof Load Capacity ON / Ov [%] Status Tension Concrete Breakout Strength 3118 5142 61 1- 0 Shear Pryout Strength 160 9207 - / 2 OK Loading ON Ov Utilization Oplv [%] Status Combined tension and shear loads 0.606 0.017 513 44 OK 3 Warnings • Please consider all details and hints/wamings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly compiled with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the HIIH Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 HIN AG, FL-9494 Schaan HBO Is a registered Trademark of Md AG, Schaan A-13 DC I Project No. Sheet No. M en�ine�Rs I`fOlt-o�(9,�-- Project Date its "T" t '7/Z V2 Subject 6-trzl4tj_r By G- 4.,1 Gw0, A-14 Project Name: Partial Ht Wall CFS Framing Model: 3.625" Boxed Header Code: 2007 NASPEC [AISI S100-2007) 20.00 Section : (2) 362S200-54 Boxed C Stud Maxo = 2442.8 Ft -Lb Moment of Intertia, I = 2.06 in^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Flexural and Deflection Check Page 1 of 1 Date: 05128/2015 Simpson Strong -Tie® CFS Designer- 1.3.0.0 Fy = 50.0 ksi Va = 6743.1 lb Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 1000.0 0.409 1000.0 Full 2442.8 0.409 0.829 U289 Combined Sending and Web Cripplina Reaction or Load Bearing Pa Pn Mmax Intr. Stiffeners Pt Load P(lb) (in) (lb) (lb) (Ft -Lb) Value Required? R1 200.0 1.50 1438.6 2517.5 0.0 0.07 NO R2 200.0 1.50 1438.6 2517.5 0.0 0.07 NO Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft -Lb) Factor viva M/Ma Unstiffened Stiffened R1 200.0 0.0 1.00 0.03 0.00 0.03 N/A R2 200.0 0.0 1.00 0.03 0.00 0.03 NIA SIMPSON STRONG•TIE COMPANY INC. www.strongtie.com r" t m SECTION B OFFICE BOX FRAMING DESIGN B - 1 j=p---;fwT. -OC-W- -T-PA--C-K -T&S T/WAIL PER ARCH ff 4z � A k-11 S;,?-A,"- L-sovc,-- L B-2 (E) CONC SLAB T/(E) SLAB "-(3) 1/4"0 TITEN SCREWS (4) #10 SCREWS W/ 11/2" EMBED XF- STRAP PER PLANW/ BRACE PER PLAN W/ #8 SCREWS ® 6"OC--�CUT FLANG & BENT WEB PER PLAN T/PARTI'TION PER ARCH i 600T150-33 RIM TRACK W/ STUD WALL PER PLAN i � ill/2xll/2x33 MIL x 4" W/ (3) #8 SCREWS EA LEG, TYP NOTE: JYUL 1. CONTRACTOR TO LOCATE P-T TENDONS PRIOR TO DRILLING IN SLAB. MAINTAIN 3" CLEAR FROM ALL TENDONS IN ALL DIRECTIONS, DO NOT CUT REBAR. 2. MAINTAIN 3" SPACING BETWEEN TITEN SCREWS IN SLAB. OFFICE FRAMING PARTITION DETAIL SCALE 1"=l'-O" B - 3 HDOProject No. Sheet No. EnGInEERS Project c T Date �GV S12�l�(>.' Subject By f3(&A,C-r- i0Sr T �t_ tOA F-ie -/-L Fz It= 4 r FA�,k S L�Sc `�CZ S (z-5 - TOP -rb Lonr L • (��t 1�' `C "Te IJ Se4o-- xti V,, Zc, 3- K �— -- CoNrtiak s 7., G, �-: � _ �� - o.YgY � �.� _. dam.✓ Vn B-4 Project Name: Office Box Framing Model: Office Box Brace Code: 2007 NASPEC [AISI S100-2007] I1 R1 R2 I I I 5.10 Section : (2) 362S125-33 Boxed C Stud Maxo = 598.7 Ft -Lb Moment of Intertia, I = 0.831n^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Flexural and Deflection Check Mmax Mmaxf Mpos Span Ft -Lb Maxo Ft -Lb Span 0.0 0.000 0.0 Combined Bending and Axial Load Details Axial Ld Bracing(in) Span (Ib) KyLy KtU Span 600.0(c) None None Member Interconnection Spacing = 12 in See NASPEC D1.2 for additional interconnection requirements Page 1 of 1 Date: 05/28/2015 Simpson Strong -Tie® CFS Designer"" 1.3.0.0 Reactions Support Reactions (lb) R1 0.00 R2 0.00 Bending and Shear N/A (Unstiffened): Bending and Shear N/A (Stiffened): Web Stiffeners No Required?: Fy = 33.0 ksi Va = 2047.2 lb Bracing Ma(Brc) Mpos! deflection (in) Ft -Lb Ma(Brc) (in) Ratio None 598.7 0.000 0.000 U0 Max K-phi Lm Bracing Allow Intr. Wr (lb-In/in) (in) load(lb) P/Pa Value 66 0.0 61.2 3783.8(c) 0.13 0.13 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com B - 5 mD C I Project No. Sheet No. snainee Project Date Subject By-�,�t.�. CF-I L~k tj4 SOPAPA--C (;W 5-r,,.s — 2 `lm �L -ZSoca ps. 2V7,- AeOUsztC-' D,) I VS M)0-744- t�>ZCt,c,_ (� �G gi� P si T o fZ- �I l,�t 1 � CDt�51�1z1/�?► ✓r / AST' gA-T r 72_<.(3 =L E>l (- n /V A-K (_0400 C2� t�4 Z`t 7e,v 5�•2 tzcs+ S �. f2� `�L � �%i ��+.�� �- 2p � < VS2 (s il��w pl `n-rz,j Lq cJi.. u Tp. K- to 33 Mtn B - 6 Project Name: Office Box Framing Model: Office Box Ceiling Joist Cade: 2007 NASPEC [AISI S100-2007] 20.00 Section : 60OS162-33 Single C Stud Maxo = 950.6 Ft -Lb Moment of Intertia, I =1.79 in^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Flexural and Deflection Check Page i of 1 Date: 05/28/2015 Simpson Strong -Tie® CFS DesignerTm 1.3.0.0 Reactions Support Reactions (lb) R1 150.00 R2 150.00 Bending and Shear 23.5% Stressed (Unstiffened): @111 Bending and Shear NIA (Stiffened): Web Stiffeners No Required?: Fy = 33.0 ksi Va = 638.1 lb Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos! Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 562.5 0.592 562.5 60.0 853.7 0.659 0.302 L/597 Distortional Buckling Check Span K-phi Lm Brac Ma-d Mmax/ lb-inlin in Ft -Lb Ma-d Span 0.00 180.0 788.8 0.713 SIMPSON STRONG -TIE COMPANY INC. www.strangUe.com B-7 �II `fig W— F e� XFO x w U a. N C ai sz O CW9eO Z xy AD ONQ U7� a:N(, C N�cn_ N� W Nto to � U V U U 4N N 04 FOB ¢ UAW Ue�Zop`�3y® �p\ pa YNUmN �W1�-v�zN UAW aX� Gp3 Wp X¢9Mi Qm �1 N O N 0: W 0. Y \ n C N M La m d 0 H Z w W 0 m z a� LL W U IUL LL O IM Z W W O m 4 Z LL W U LL O Z O H C) W ca 3 MDO B-8 Project No. Sheet No. Enc.ineeAs Project Date Subject ?,DX r-ie4-m, By_r,44�, o M 4x-, (P>P40 13;Tc,Jn3 (, 4tA, S,)PPe27c = IS`' TA L�L- Z C� l.J F- I L 2x Zk �`3 Mir Gcrtps r c�C>r- adz 7 i Tn a4o ' l o SC a2,J IAJz 3z"- ✓ k L =� V /l , tt • r �SG,2 �� B - 9 Project Name: Office Box Framing Model: Office Box Entry Support Code: 2007 NASPEC [AISI S100-20071 40.00 R1 R2 15.00 Section : (2) 60OS125-43 Boxed C Stud Maxo = 1826.2 Ft -Lb Moment of Intertia, I = 3.61 inA4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Span Ft -Lb Maxo Ft -Lb (in) Span 1125.0 0.616 1125.0 60.0 Page 1 of 1 Date: 05/28/2015 Simpson Strong -Tie® CFS Designer"' 1.3.0.0 Reactions Support Reactions (Ib) R1 300.00 R2 300.00 Bending and Shear 10.6% Stressed (Unstiffened): @R1 Bending and Shear N/A (Stiffened): Web Stiffeners No Required?: Fy = 33.0 ksi Va = 2831.3 lb Ma(Brc) Mpos/ Deflection Ft -Lb Ma(Brc) (in) Ratio 1826.2 0.616 0.299 U602 SIMPSON STRONG -TIE COMPANY INC. www.strongbe.com SECTION C SECURITY GRILLE SUPPORT DESIGN 1, 0,6 V i Fe, � l C-1 V/ I i I V PL•4rJ SE,(-v2-�7K C'e-" L'C L,rz-v L- I C-2 DC I Project No. Sheet No. snE. 1EER5 1f►'a� ny � Project Date Subject 5r.C-uez-(-Cle By SuPFo,&;r Pfz- NL FFL V ASS M S,Y p6A:-T r-. AT Z74crt ZD 57—F (L(C-I� gV> t7VTPv i s�- A Ie K s5 6,<e-< ,G T/s L� wf-- pso% t> . STtlzF rut; ISZft F�s� AM4, <t ti I VO Fy y, , 4 rs4 G a V4 (j 0 `s(-)(1- l00t) t* U5� �Y� fez WtTr uIJfu- C6- z C-3 Member Length (ft) Displayed Loads: BLC 1, Dead Results for LC 11, D DCl TAK 14011-0497 SK-5 Security Grille Support May 28, 2015 at 10:46 AM 1.0 DL Jamb Vert Support.r3d C-4 Column: M1 Shape: HSS6x4x6 Material: A500 Gr.B Rect Length: 18 ft 1 Joint: N1 J Joint: N2 LC 10: D+L Code Check: 0.078 (bending) Report Based On 97 Sections A T fa 2.1 at 0 ft k Dy in -.082 at 9.375 ft .114atOft Vy k .109 at 13.688 ft in Vz .472 at 13.688 ft Mz k-ft My -1.538 at 13.5 ft .34 at Oft ksi fc ksi A/SC 13th(360-05): ASD Code Check Direct Analysis Method Max Bending Check 0.078 Max Shear Check 0.002 (y) Location 13.5 ft Location 0 ft Equation H1-1 b Max DefI Ratio U2623 Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web Non -Slender y-y z-z Fy 46 ksi Lb 18 ft 18 ft Pnc%om 48.002 k KUr 139.109 100.938 Pnt/om 170.228 k Mny/om 20.521 k-ft L Comp Flange 18 ft Mnz/om 27.315 k-ft Warp Length NC Vny/om 57.137 k L-torque 18 ft Vnz/om 34.065 k Tau—b 1 Tn/om 19.608 k-ft Cb 1.364 in k k-ft C-5 Member Length (ft) Displayed Loads: BLC 2, Live Results for LC 10, D+L DCI Engineers TAK 14011-0497 Security Grille Support 1.0DL+1.0LL SK-6 May 28, 2015 at 10:47 AM Jamb Vert Support.r3d C-6 Column: M1 Shape: HSS6x4x6 Material: A500 Gr.B Rect Length: 18 ft 1 Joint: N1 J Joint: N2 LC 10: D+L Code Check: 0.104 (bending) Report Based On 97 Sections A it fa 2.1 at 0 ft k .153 at 8.438 ft Dy in .499 at 13.5 ft Vy � k -.522 at 0 ft 2.857 at 13.5 ft .34atOft - r� f ksi _ ksi Dz Vz A/SC 13th(36O-05): ASD Code Check Direct Analysis Method Max Bending Check 0.104 Max Shear Check 0.009 (y) Location 13.5 ft Location 0 ft Equation H1-1 b Max DefI Ratio U1414 Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web Non -Slender y-y z-z Fy 46 ksi Lb 18 ft 18 ft Pnc/om 48.002 k KUr 139.109 100.938 Pnt/om 170.228 k Mny/om 20.521 k-ft L Comp Flange 18 ft Mnz/om 27.315 k-ft Warp Length NC Vny/om 57.137 k L-torque 18 ft Vnz/om 34.065 k Tau—b 1 Tn/om 19.608 k-ft Cb 1.181 in r k-ft www.hilti.us C-7 Profis Anchor 2.5.3 Company: DCI Engineers Page: 1 Specifier. TAK Project: Address: 818 Stewart Street, Suite 1000 Sub -Project I Pos. No.: Phone I Fax: (206) 332-1900 1 Date: 5/29/2015 E-Mail: tkrause@dcl-engineers.com Specifiees comments: 1 Input data Anchor type and diameter. Kwik Bolt TZ - CS 112 (2) Effective embedment depth: he = 2.000 In., h„01t = 2.375 In. Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued 1 Valid: 5/l/201315/l/2015 Proof: Design method ACI 318 / AC193 Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 In. Anchor plate: Ix x ly x t=12.000 in. x 5.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) Profile: Rectangular HSS (AISC); (L x W x T) = 6.000 in. x 4.000 in. x 0.375 in. Base material: cracked concrete, 5000. f,' = 5000 psi; h = 8.000 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) yes (D.3.3.6) Geometry [in.] & Loading [fb, in.lb] Z AT �o K Input data and results must be chocked for agreement with the existing conditions and for plausibllityi PROFIS Anchor (c) 2003.2009 H➢U AG. FL-9494 Schaan HIIH is a regtsf and Trademark of HIIU AG. Schaan C-8 www.hlld.us Profis Anchor 2.5.3 Company: DCI Engineers Page: 2 Specifier. TAK Project: Address: 818 Stewart Street, Suite 1000 Sub -Project I Pos. No.: Phone I Fax: (206) 332-1900 ( Date: 5/29/2016 E-Mail: tkrause@dcl-engineers.com 2 Proof I Utilization (Governing Cases) Design values pbj Utilization Loading Proof Load Capacity PN I Sv [e/s] Status Tension - - Shear Pryout Strength 1000 2142 - / 47 OK Loading iiN Ov Utilization PN v [%] Status Combined tension and shear loads 3 Warnings • Please consider all details and hints/warnings given in the detailed reportl Fastening meets the design criteria[ 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations In accordance with HiIO's technical directions and operating, mounting and assembly instructions, etc., that must be strictly compiled with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hill product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put In by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausiblityl PROFIS Anchor (c) 2003.2009 HIM AG, FL-9494 Schann Hatt is a registered Trademark of H80 AG, Schaan C-9 www.hlld.us Profis Anchor 2.5.3 Company: DCI Engineers Page: 1 Specifier. TAK Project: Address: 818 Stewart Street, Suite 1000 Sub -Project I Pas. No.: Phone I Fax: (206) 332-1900 j Date: 6/29/2015 E-Mail: tkrause@dcl-engineers.com Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading pb, in.ib] Kwik Bolt TZ - CS 112 (3114) h,f = 3.250 in., hn.,, = 3.625 in. Carbon Steel ESR-1917 5/1/2013 1 5/1/2015 Design method ACI 318 / AC193 es = 0.000 in. (no stand-off); t = 0.500 in. 1„ x ly x t = 7.600 in. x 7.500 in. x 0.500 in.; (Recommended plate thickness: not calculated) Rectangular HSS (AISC); (L x W x T) = 6.000 In. x 4.000 In. x 0.375 in. cracked concrete, 5000, f,' = 5000 psi; h = 8.000 In. tension: condition B, shear. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar yes (D.3.3.6) :z gN � O� <�1O 9 Input data and rasuft must be checked for agreement w%h the exisOng condiflons and for plausWiityl PROFIS Anchor (c) 2003-2009 H9fl AG, FL-9494 Schwan HII6 is a registered Trademark of HOU AG. Schean C-10 www.hild.us Profis Anchor 2.5.3 Company: DCI Engineers Page: 2 Specifier. TAK Project: Address: 818 Stewart Street, Suite 1000 Sub -Project I Pos. No Phone I Fax: (206) 332-19001 Date: 5/29/2015 E-Mail: tkrause@dcl-engineers.com 2 Proof I Utilization (Governing Cases) Design values pbj Utilization Loading Proof Load Capacity ON i tiv I%] Status Tension _ - - / - _ .._ Shear Steel Strength 972 3572 - / 28 OK Loading N Ov Utilization Combine tension an shear loads _ N(°�� Status ,v 3 Warnings - Please consider all details and hints/warnings given In the detailed report? Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilts products and are based on the principles, formulas and security regulations in accordance with Hllti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant HIM product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. in particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilt€ on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. HIM will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input date and results must be checked for agreement with the existing conditions and for plauaiblityl PROFIS Anchor (c) 2003-2009 M AG. FL-9494 Schaen Hilts is a registered Trademark of HRg AG. Schoan E SECTION D LEVEL 2 SLAB INFILL DESIGN D-1 HDOProject No. Sheet No. enc.ine�as Project jcJ ti F-C— Date Subject IAJF"1,4- P<<4^s BY 24Vt> D-2 moNO: D C I Project No. Sheet No. cine�Rs Project .-�..� Date Subject SL,f-"- !A) Tar gy.Zv$u 2 k/L Fig-2- {)5p-- (s�) 1;'L- S7c, suPPo ec-7 L SU 0C) pzr-)f-6so Ps��� C� /d) =III 4 &A) tJ2. x ZD G.k 4- (2,,b c7�i�QiLT Wi 1' y- - L:�, nJ'T2.�i._ D- rZA✓, , =�> Ser2. e-A--� fzJ'--,us,z• t , fJ(, LZ Drz:4c4&) - A fog ij t_ = 29 b e0 PLW2"or W2 FOR LOKTM D-3 6% in. TOTAL SLAB DEPTH Normal Weight Concrete (145 pco 66.5 psf Galvanized or Phosphatized/Painted 2 Hour Fire Rating 4 Welds 3 Welds Deck Weight and Section Properties V Weight (psf) Id for Deflection Moment Allowable Reactions per ft of Width (lb) Gage Galv Phos/ Single Multiple +Sell —Sell End Bearing Interior Bearing G60 Painted Span (in.4/ft) Spans (in.4/ft) in3/ft in.3/ft ( ) ( ) 2 " 3 4 " 4 �� 5 6' 22 1.8 1.7 0.340 0.340 0.246 0.256 412 475 527 793 855 911 21 2.0 1.9 0.381 0.381 0.283 0.294 492 565 626 945 1018 1084 20 2.1 2.0 0.422 0.422 0.323 0.333 577 661 732 1109 1193 1269 19 2.4 2.3 0.503 0.503 0.405 0.415 765 874 966 1472 1580 1678 18 2.7 2.5 0.564 0.564 0.471 0.481 940 1071 1182 1808 1939 2056 16 3.3 3.1 0.707 0.707 0.623 0.638 1424 1613 1773 2738 2926 3097 Allowable Superimposed Loads (psf) Gage g Sans p Max. Span (ft-in.) 1 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 1 61-4" 377 329 290 256 227 202 180 161 145 130 117 22 2 7'-5" 400 329 290 256 227 202 180 161 145 130 117 3 7'-6" 400 392 290 256 227 202 180 161 145 130 117 1 6'-11" 400 375 331 293 261 233 209 187 169 152 138 21 2 7'-11" 400 400 331 293 261 233 209 187 169 152 138 3 8'- " 40 400 393 293 261 233 209 187 169 152 138 20 E 1 2 '-6" 8'-5" 400 400 400 400 372 400 331 295 331 295 264 264 237 237 214 214 193 193 175 175 159 159 3 8'-9" 400 400 400 393 1 295 264 237 214 193 175 159 400 400 400 365 328 296 268 243 221 202 19 2 9'-5" 400 400 400 400 400 328 296 268 243 221 202 3 9'-9" 400 400 400 400 400 391 296 268 243 221 202 1 8'-9" 400 400 400 400 400 382 346 314 286 261 239 18 2 10'-1" 400 400 400 400 400 400 400 314 286 261 239 3 10'-5" 400 400 400 400 400 400 400 314 286 261 239 1 90-4" 400 400 400 400 400 378 342 310 282 258 236 16 2 11'-7" 400 400 400 400 400 400 400 374 346 321 236 3 11'-6" 400 400 400 400 400 400 400 374 346 321 236 Max. UCS = Maximum Unshored Clear Span (ft-in.) Shoring required in shaded areas to right of heavy line. Allowable Diaphragm Shear Values, q (plfl Gage g Welds Span (ft-in.) 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10`0" 10'-6" 11'-0" 11'-6" 12'-0" 22 q3 2830 2815 2801 2789 2778 2769 2760 2752 2745 2739 2733 q4 2958 2929. 2904 2882 2862 2844 2828 2814 2801 2789 2778 21 q3 2833 2816 2801 2787 2776 2765 2756 2747 2739 2732 2726 q4 2983 2952 2924 2900 2878 2859 2841 2825 2811 2798 2786 20 q3 2838 2819 2803 2789 2776 2764 2754 2745 2736 2728 2721 q4 3011 2977 2947 2920 2896 2875 2856 2839 2823 2809 2796 19 q3 2855 2833 2814 2797 2782 2769 2757 2746 2736 2727 2718 q4 3072 3032 2997 2966 2938 2913 2891 2871 2853 2836 2821 18 q3 2873 2849 2827 2808 2792 2777 2763 2751 2740 2730 2721 q4 3126 3081 3042 3007 2976 2949 2924 2901 2881 2862 2845 16 q3 2928 2898 2871 2847 2826 2807 2790 2775 2761 2749 2737 q4 3267 3210 3161 3117 3078 3044 3012 2984 2958 2935 2914 PLW2 and W2 FORMLOK decks with structural concrete fill may be assumed to have a Flexibility Factor, F < 1 www.vercodeck.com VERCO DECKING, INC. VF4 m 51 Gravity Beam Design D-4 RAM I RAM SBeam v5.01 05/28/15 11:36:3C STEEL CODE: AISC 360-05 ASD SPAN INFORMATION (ft): I -End (0.00,0.00) J-End (23.00,0.00) Maximum Depth Limitation specified = 14.00 in Beam. Size (User Selected) = W 14X30 Fy = 50.0 ksi Total Beam Length (ft) = 23.00 Mp (kip-ft) = 197.08 Top flange braced by decking. ✓ LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.030 0.000 23.000 0.030 0.000 2 0.000 0.472 0.600 23.000 0.472 0.600 SHEAR: Max Va (DL+LL) =12.67 kips Vn/1.50 = 74.52 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb a Mn / Q kip-ft /� ft ft kip-ft Center Max + DL+LL 72.9 /11.5 0.0 1.00 1.67 118.01 Controlling DL+LL 72.9 V 11.5 0.0 1.00 1.67 118.01 REACTIONS (kips): Left Right DL reaction 5.77 5.71 Max +LL reaction 6.90 6.90 Max +total reaction 12.67 12.67 DEFLECTIONS: Dead load (in) at 11.50 ft = -0.375 = 737 Live load (in) at 11.50 ft = -0.448 ,% ,:VD LID = 617 < Net Total load (in) at 11.50 ft = -0.822 L/D = 336 < �'40 ; oL D-5 HDOProject No. Sheet No. E-nE. lEEAS IgOlr-oY9--)L Project Date T i 5-/tS 12, Subject S��4t3 I ry F/L c_ �( (Z"� By-- 4 t,c._ G 4e,.vG-Irk pz-S Ces&-rlrr)> 10 O/J ��StG h1 To C� w .910L` =n 5��. t-1r�Ti (22��t5 pv-r�u7 Srz L-p,Lf (s� 7-a wi 3lq" 0 cmio RDA (�•( �,s��3-0) - 23�o �,�,� L _ Ito 3 pia _� US Z ?4 0 11-4 =rr S k r L S D J 7`ld T" °. SL-- (1) %LVs ktc.rr 41-r 7-;-L MI �- ZLA 00 C,- NA)6 D-6 www.hilti.us Profis Anchor 2.5.3 Company: DCI Engineers Page: 1 Specifier. TAK Project: Address: 818 Stewart Street, Suite 1000 Sub -Project I Pos. No.: Phone I Fax: (206) 332-1900 1 Date: 5/28/2015 E-Mail: tkrause@dci-engineem.00m Specifiers comments: 1 Input data Anchor type and diameter. Effective embedment depth: Material: Evaluation Service Report: issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Geometry On.] & Loading Ob, In.lb] Kwik Bolt TZ - CS 112 (31/4) h.f,.d = 3.260 In., hnom = 3.625 in. Carbon Steel ESR-1917 5/1/2013 1 5/1/2015 Design method ACI 318-11 / Mech. eb = 0.000 in. (no stand-off); t = 0.500 in. I" x ly x t=14.000 in. x 16.000 In. x 0.500 in.; (Recommended plate thickness: not calculated) Rectangular plates and bars (AISC); (L x W x T) = 9.000 in. x 0.313 in. x 0.000 in. cracked concrete, 5000, f, = 5000 psi; h = 48.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar ;Z at _y Input data and results must be checked for agreement with the existing conditions and for plausbilftyl PRORS Anchor (c) 2003-2009 HUN AG, FL-9494 Schaan HI19 is a registered Trademark of Hiltl AG, Schaan www.hiltl.us Profis Anchor 2.5.3 Company: DCI Engineers Page: 2 Specifier: TAK Project: Address: 818 Stewart Street, Suite 1000 Sub -Project I Pos. No.: Phone I Fax: (206) 332-19001 Date: 5/28/2015 E-Mail: tkrause@dci-engineers.com 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof toad Capacity aN / Pv t%] Status Tension Shear Concrete edge failure in direction x+ 18000 18117 4100 OK Loading PM pv Utilization pmv [s/e] Status C-ombined tension and shear loads 3 Warnings - Please consider all details and hints/wamings given in the detailed reportl Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of HIM products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by HIM on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the HIM Website. Hild will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing concralons and for plausibilityl PROFIS Anchor (c) 20032009 HR0 AG, FL-9494 Schasn Hitii is a registered Trademark of Hatt AG, Schaan www.hilti.us Company: Specifier. Address: Phone I Fax: E-Mail: Specifiers comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: DCI Engineers TAK 818 Stewart Street, Suite 1000 (206) 332-1900 1 tkrause@dcl-engineem.com Geometry [in.] & Loading [lb, In.1b] Page: Project: Sub -Project I Pos. No.: Date: �'D-8 ©Il.lttttttttt�a'1� Profis Anchor 2.5.3 1 5/28/2016 P . Kwik Bolt TZ - CS 112 (3114) � her, ct = 3.250 in., hrmm = 3.625 in. Carbon Steel ESR-1917 5/11201315/1/2015 Design method ACi 318-11 / Mech. eb = 0.000 in. (no stand-off); t = 0.500 in. Ix x ly x t = 6.000 in. x 24.000 in. x 0.500 In.; (Recommended plate thickness: not calculated) no profile cracked concrete, 5000, f, = 5000 psi; h = 8.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar _Y Input data and results must be checked for agreement with the exis8ng conditions and for plauslbll[W PROFIS Anctkor (c) 2003.2009 HB0 AG. FL-9494 Schsan Hillf is a registered Trademark of HN AG, Schaan D-9 www.hiltl.us Profls Anchor 2.5.3 Company: DCl Engineers Page: 2 Specifier. TAK Project: Address: 818 Stewart Street, Suite 1000 Sub -Project I Pos. No.: Phone I Fax: (206) 332-19001 Date: 6/28/2015 E-Mail: tkrause@dci-engineers.com 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity iN i Pv [ris] Status Tension - - - Shear Steel Strength 1600 3572 - / 45 OK Loading PN Pv 4 Utilization pmv r/o] Status Combined tension and shear loads - - - 3 Warnings • Please consider all details and hints/wamings given in the detailed reportl Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the HIM Website. Hiltl will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input date and results must be checked for agreement with the existing conditions and for plausibUityl PROMS Anchor (c) 2003-2D09 HBO AG, FL-9494 Schaan Mid is a registered Trademark of Hilt AG, Schaan SECTION E OPERABLE PARTITION SUPPORT DESIGN E-1 mmm:DCI mom snE�neeRs Project Subject CPe�Af�LM P,42.7i 77m J Sv,0e,00 T' Su P91--1ez V,)P—RI? 4Ili E-2 Project No. Sheet No. JYo!(-oY9"� Date ey7`�� [Op, 1�1 �• $� P� (LF-DJLrQ.v Fp2 K7c. S�cTicat> g� D pi✓ y2 a�� E - 3 ®C I Project Now./ Sheet No. E it E. Project Date �291Zo�:� Subject g 7 5L) -r Y �Xiv— ,/, (,0 Z, s- sAs p,90 ?- CO- IS. 3-Z y pa I--," �5� poix RA G o kit, V4,aLV.- frOLT ?+Z �'�� 2.f�C-a �� �✓mac =2�8�0 �- pour E-4 HDOProject No. Sheet No. enc.ineeRs Project Date Date Subject DP94A6 ekle7r?7(9 c ��l-�-"�• w By W AUK t,z�� �Y( -� ��'_�,� A4X + (o )( (O(a�-) , - v eq� ?o7�q tr L�> Cz� f-(Qvsc-, Z4 P j L� -r C>Ad rG L- K zoT-4 L- 7Q G4.( N% P(LZt kw(lG f�L�7 w� `le-eEFT�- IZJ� p E-5 www.hilti.us Profis Anchor 2.5.3 Company: DO Engineers Page: 1 Specifier. TAK Project: Address: 818 Stewart Street, Suite 1000 Sub -Project I Pos. No.: Phone I Fax: (206) 332-1900 1 Date: 5127/2015 E-Mail: tkrause@dcl-engineers.com Specifier's comments: 1 Input data A Anchor type and diameter: Kwlk Bolt TZ - CS 1/2 (31/4) s Effective embedment depth: honed = 3.250 in., hnom = 3.625 In. Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued I Valid: 5/1120131511/2015 Proof: Design method ACI 318-11 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 6000, f,' = 5000 psi; h = 24.500 In. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear. condition B; no supplemental splitting reinforcement present edge reinforcement none or < No. 4 bar Geometry [in.] 8r Loading [Ib, In.lb] Z; J M �O A Input date end results must be checked for agreement with the existing conditions and for pleustbdNyi PRQFIS Anchor (c) 2003-2009 HUO AG, FL-9494 Schaan Hilt Is 0 registered Trademark of Hltd AG, Schaan E-6 www.hilti.us n, 3 Profis Anchor 2.5.3 Company: DCI Engineers Page: 2 Specifier. TAK Project Address: 818 Stewart Street, Suite 1000 Sub -Project I Pos. No.: Phone I Fax: (206) 332-1900 1 Date: 5/27/2015 E-Mail: *muse@dci-engineers.com 2 Proof I Utilization (Governing Cases) Design values [Ib] Utilization Loading Proof Load Capacity H ! pv r/.] Status Tension Concrete Breakout Strength 1875 3554 53 - Shears Concrete edge failure in direction y+ 1875 2850 468 OK Loading BH );v 9. Utilization pH,v jeti] Status Combined tension and shear loads 0.528 0& 5/3 85 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained In the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hild product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by HIM on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilt Website. Hird will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the ebsting conditions and for plausibility! PROFIS Anchar (c) 2003-2OO9 HWI AG, FL-9494 Schaan Hlld [s a registered Trademark of Hpti AG, Schaan E-7 www.hilti.us Company: Specifier. Address: Phone I Fax: E-Mail: Specifier's comments: 1 Input data Anchor type and diameter. Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Profile: Base material: Installation: Reinforcement: DCI Engineers TAK 818 Stewart street, Suite 1000 (206) 332-1900 1 tkrause@dci-engineers.com Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [Ib, In.lb] Profis Anchor 2.5.3 Page: 1 Project: Sub -Project I Pas. No.: Date: 5/27/2015 Kwik Bolt TZ - CS 1!2 (3 114) 1 hefed = 3.250 in., h,,,n = 3.625 In. Carbon Steel ESR-1917 5/1l2013 1 5/1/2015 Design method ACI 318-11 / Mech. - (Recommended plate thickness: not calculated) no profile cracked concrete, 5000, f, = 5000 psi; h = 24.500 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (D.3.3.4.3 (d)) Shear load: yes (D.3.3.5.3 (c)) ,Y- X Input data and result: must be checked for agreement with the e4sting conditions and for pfausiblW PROMS Anchor (c) 2003-2009 HOti AG, FL-9494 Schaan HOti Is a registered Trademark of HO0 AG, Schann E-8 www.hiltl.us Notes eleell!a Profls Anchor 2.5.3 Company: DCI Engineers Page: 2 Specifier. TAK Project: Address: 818 Stewart Street, Suite 1000 Sub -Project t Pos. No.: Phone 1 Fax: (206) 332-19001 Date: 5/27/2015 E-Mail: tkrause@dci-engineers.com 2 Proof I Utilization (Governing Cases) Design values pb] Utilization Proof Load Shear Concrete edge failure in direction y+ 180D Capacity Status 2850 ) -164 OK Loading $H �v Utilization i3N v (%] Status Combined tension and shear loads 0.675 0.632 513 99 OK 3 Warnings • Please consider all details and hintslwamings given in the detailed reportl Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all Information and data contained in the Software concern solely the use of Hitt[ products and are based on the principles, formulas and security regulations In accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant HIIN product. The results of the calculations carried out by means of the Software are based essentially on the data you put In. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the date to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and Geared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your speck facility. The Software serves only as an aid to Interpret norms and permits wlthout any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Websile. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions end for plauslbfityl PROFIS Anchor (c) 2003-2009 KM AG, R-9494 Schoen Wig is o reBMered Trademark of Hlld AG, Schoen E-9 la "' & ' " UNISTRUT P1000 - BEAM LOADING P1001 - BEAM LOADING :.. Max Allowable Uniform Uniform Loading at Deflection " Max.:Allowabte Defl at Uniform • Uniform Loading at Deflection a : ........ Uniform load~;<; Load; •SpanN80 : : ... :SpaN240:;::::,;$pan/36Q:: Span ::.._ _Uniform load Load . ; S an1180 p .: S anl2 p 40 Spanf360 in llis Lbs ,':'.Lfis` In Lbs ... In Lbs Lbs lbs 24 1,690 0.06 1,690 1,690 1,690 24 3,500' 0.02 3,500' 3,500• 3,500• 36 1,130 0.13 1,130 1,130 900 36 3,190 0.07 31190 3,190 3,190 48 850 0.22 850 760 500 48 2.390 0.13 Z390 2.390 2,390 60 680 0.35 650 480 320 60 1,910 020 1,910 1,910 1,620 72 560 0.50 450 340 220 72 11600 0.28 1,600 1,600 1,130 84 480 0.68 330 250 160 84 1.370 0.39 1,370 1,240 830 96 420 0.89 250 190 130 96 1,200 0.51 1,200 950 630 108 380 1.14 200 150 100 108 1,060 0.64 1'000 750 500 120 340 1.40 160 120 80 120 960 0.79 810 610 410 144 280 2.00 110 80 60 144 800 1.14 560 420 280 168 240 2.72 80 60 40 168 680 1.53 410 310 210 192 210 3.55 60 50 NR 192 600 2.02 320 240 160 216 190 4.58 50 40 NR 216 530 2.54 260 190 130 240 170 5.62 40 NR NR 240 480 3.16 200 150 100 `0001 G �� P1000 - COLUMN LOADING'--'-' P1001 - COLUMN LOADING Max Allowable Maximum column UnIb 6d Load at Height Slot Face K 0 65 K 0 80 K =10 K=1.2 In 24 3,550 10,740 9,890 8,770 7,740 36 3.190 8,9' 7,740 6,390 5,310 48 2,770 7,260 6,010 4,690 3,800 60 2,380 5,910 4,690 3,630 2,980 72 2,080 4,840 3,800 2,960 2,400 84 1,860 4,040 3,200 2,480 1,980 96 1,670 3.480 2,750 2,110 1,660 108 1,510 3,050 2,400 11810 " 120 1,380 2,700 2,110 "' '• 144 1,150 2,180 1,660 *• P10001P1001 -ELEMENTS OF SECTION rameter;:::; .':'..;''..::.':::` P1000.:':.`:` :`.` "Pi001:.: , Area of Section 0.655 In2 1,111 In2 Axis 1-1 y 6 Moment of Inertia (1) 0.185 In' 0.928 In' Section Modulus (S) 0,202 In' 0.571 Ina Radius of Gyration (r) 0.577 In 0.914 In Axis 2-2 Z;-j: Moment of Inertia (1) 0.236 In4 0,471 In4 Section Modulus (8) 0.290 Ina 0.580 Ina Radius of Gyration (r) 0.651 In 0.651 In Uribraced Max. Allowable Load . Maximum Column Load Applied at C.G. Height at Slot Face K = 0.65 .. K = 0.80 K =1.0 K =1.2 G.In :: ''I bs ...: Lbs ..:. Lbs `Lbs :.`Lbs` 24 6,430 24,280 23,610 22,700 21,820 36 6,290 22,810 21,820 20,650 19,670. 48 6,160 21,410 20,300 18,670 16,160 60 6.000 20,210 18,670 15,520 12,390 72 5,620 18,970 16,160 12,390 8.950 84 5,170 16,950 13.630 9,470 6,90 96 4,69D 14,890 11,190 7,250 5,040 108 4,170 1Z850 8,950 5,730 3,980 120 3,69D 10,900 7,250 4,640 144 2,930 7,630 5,040 '" Notes: ' Load limited by spot weld shear. " KVr > 200 NR = Not Recommended. r� 1. Beam loads are given in total uniform load (W Lbs) not uniform load (w Ibslft or w Ibsrn). 2. Beam loads are based on a simple span and assumed to be adequately laterally braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62 '-•' for reduction factors for unbraced lengths. " 3. For pierced channel, multiply be a fo "KO" Series ....... 95°/, "T" Series .......... 85% "HS" SerteS....... 90% rf s8vg+ "H3" Series ........ 90% "DS" Series ........ 70% I'� 4. Deduct channel weight from the beam loads. MEN 111. 5. For concentrated mids an point loads, multiply beam loads b 50°% and the P pa P Y Y t,z - corresponding deflection by 80%. For other bad conditions refer to page 18. ;z' '6. All beam bads are for bending about Axis 1.1. B r E-10 U N 1 STRUT' 1E P5000 - BEAM LOADING P5001 - BEAM LOADING xu..Z - nfaA:s�rA ag >Uriifoim Loadiii' at Defleo on .nlform.... Span Uiri[drm,Eoad'F n .Load , ::rt;:-Sps0180 '; Spard240 Spanl360 Lbs<' 24 5,260 0.03 5,260 5,260 5,260 36 3,500 0.07 3,500 3,500 3,500 48 2,630 0.12 2,630 2,630 2,630 60 2,100 0.18 2,100 2,100 1,9 0 72 1,750 0.26 1,750 1,750 V 1,330 84 1,500 0.36 11500 1,470 96 1,310 0.47 1,310 1,120 750 108 1,170 0.59 1,170 890 590 120 1,050 0.73 960 720 480 144 880 1.06 670 500 330 168 750 1.43 493 370 240 192 660 1.88 370 280 190 216 580 2.35 300 220 150 240 530 � Sboo"[ ae,4�c P5000 - COLUMN LOADING Maximum �" x Allowable Maximum.Column Load Applied Unbraced .Load: . at C.G. ' ifelg[it at Slot Face i� K 0 65 K - 0 80 K -1.0 K =1.2 .: S... '.:' .'Lbs Lbs 24 5,650 16,870 15,180 12,860 10,600 36 4,690 13,140 10,600 7,650 5,660 48 3,560 9,550 6,860 4,790 3,660 60 2,730 6,680 4,790 3,450 2,710 72 Z160 4,980 3,660 2,710 2,170 84 1,760 3,950 2,960 2,240 1,820 96 1,500 3,270 2,500 1,930 1,580 108 1,310 2,800 2,170 1,690 1,390 120 1,170 2,450 1,930 1,510 " 144 980 1,980 1,580 " 168 850 1,670 1,340 P50001P5001 -ELEMENTS OF SECTION J <::;: ;: ;:;;.:.:::.;• :. MaX:; . ":':i``:�;.peiL'at '::;;;':` ;';'_-"`::';>:' ;; ':�s'--=':f::.:•;.';::^_'...: > .... . Uniform Eoadi - Span Uniform Load'r ' :: Load $panl180 SpaW= Span1360,... 24 6,890` 0.01 6,890` 6,890` 6,890` 36 6,890` 0.02 6,890` 6,890' 6,890` 48 6,890` 0.05 6,890` 6,890` 6,890` 60 6,420 0.10 6,420 6.420 6,420 72 5,350 0.14 5.350 5,350 5,350 84 4,590 0.19 4,590 4,590 4,590 96 4,020 0.25 4,020 4,020 4,020 108 3,570 0.32 3,570 3,570 3,360 120 3,210 0.39 3,210 3,210 2,720 144 2.680 0.57 2,680 2,680 1,890 168 2.290 0.77 2,290 Z080 1,390 192 2,010 1.01 2,010 1,590 1,060 216 1,780 1.27 1,680 1,260 840 240 1,610 1.59 1,360 1,020 680 P5001 - COLUMN LOADING Maximum ; Allowable Maxlmum Column Load Applied at C.G. Unbraced Loatl - . : Helght + at $lo€Face K = 0.65 : ' K = 0.60 K 1.0 K =1.2 bs 24 10,670 39,230 38,030 36,210 34,240 36 10,350 36,450 34,240 31,200 28,260. 48 9,940 33,220 30,200 26,430 23,190 60 9,290 29,950 26,430 22,470 19,380 72 8,560 26,880 23.190 19,380 16,450 84 7,860 24,140 20,520 17,040 12,090 96 7,220 21,790 18,370 13,330 9,250 108 6,600 19,790 16,450 10,530 7,310 120 5,760 18,130 13,330 8,530 " 144 4,390 14,020 9,250 " " 168 3,420 10.300 6,800 Notes: Load limited by spot weld shear. Area of Section 0.897 In2 1,793 W .. KVr , 200 Axis 1-1 NR = Not Recommended. Moment of Inertia (1) 1.098 In' 6.227 In' 1, Beam loads are given in f9S1 uniform load (W Lbs) not uniform load (w Ibslff or Section Modulus (S) 0.627 Ina 1.916 Ins w ibsfin). Radius of Gyration (r) 1.107 In 1.864 In 2, Beam loads are based on a simple span and assumed to be adequately laterally Axis 2-2 braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62 Moment of Inertia (1) 0.433 In' 0.866 In' for reduction factors for unbraced lengths. Section Modulus (S) 0.533 Ina 1.066 In' 3. For pierced channel, multiply beam loads by the following factor. Radius of Gyration (r) 0.695 In 0.695 In "KO" Series ....... 95% "T" Series ..........85% "HS" Series ....... 90% "SL" Series ........ 85% 4. Deduct channel weight from the beam toads. 5. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%. For other load conditions refer to page 18, 6. All beam loads are for bending about Axis 1-1. r SECTION F EXISTING FRAMING CHECK F-1 ge-e - t S (/J oAt> C AAJT P�� ter. 67s��s7/�v� A� L,P✓'c tr (.Z, i CPc-t gAjT /q.,e�, (31) �� Jvco2.� }-(2 ✓s i�'s %�t✓�fi�car'-�2j Tk,4,J N I GENERAL STRUCTURAL NOTES THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWtSEt Oaf — UNIFORM BUILDING CODE, 1980 EDITION. DjSIjH SOIL PRESSUREi 2000 PSF MAX DEAD 4, LIVE LOAD. CAST FOOTIIGS Off FIRM UNCISTMRBED SOIL 0-6- MINIMUM BELOW FINISHED GRADE. PRELOAD PARKING GARAGE Alto DRIVE -UP CANOPY AREAS IN ACCORDANCE WITH THE 6EOTECHtICAL INVESTIGATION BY DAMES C MOORE DATED JAN 18. 1981, WITH THE ADDENCUM REPORT DATED MAY 2, 128 . DESIGN LIVE LOADSt RO c FLOORS = 60 PSF EXCEPT BO P% FOR AREA WITHIN IS FEET �11 ��. ENTIREARTITlp,15 = FOR COLUMNS ¢ SElSNt. CORRIDORS, STAIRS = too PSF WIND. BASIC WIND SPEED - 80 MPiL EXPOSURE B. On - 17 PSF. I - 1.0 SEISMIC . ZONE 3. RW = 12. 1 - 1.0. C-2.75 FLUID PRESSVALCHT URE 55 PCF T' STEEL PILES SHALL BE 12(P 0 MIRIIIUM WITH A iW MINIMUM WALL THICKNESS PER ASTM A252. CRADE 2. FILLED WITH f' - 3009 PSI COIN- CRETE. -PILE CAPACITY - 110 TONS PER PILE, AS DETERMINED BY HILEY FORMULA WITH A FACTOR OF SAFETY OF 3. PILING INSTALLATION SHALL BE IN ACCORDA10E WITH THE RECOMMENDATIONS STATED IN THE GEOTECHIICAL INVESTIGATION BY DAMES MDORE DATED JAN 18, 1989, WITH THE ADDENDUM REPORT DATED MAY 2, Slot. POST -TENSIONED CONCRETE SUBS, f'e - S000 PSI. NOT LESS THAN 611 SACKS CEMENT PER CIS YO AND S GALLONS OF WATER MAXIM PER SACK. CONCRETE STRENGTH AT TIME OF TE11151IONINO SHALL BE 3000 PSI, POST -TENSIONING TENDONS SHALL BE SEVEN -WIRE STRESS RELIEVED STRAND IWPITHASA ABUSY PREDVENTATIVE MASTICANDDENCLOSED IN ADSHALL BE SEAMLESS PLASTIC SLIPAGE SHEATHING. REINFORCING STEEL PER ASTN A615. GRACE 60. TENDONS SHALL RETAIN FINAL FORCES SHORN ON DRAWINGS AND BE S12ED TO PROVIDE ULTIMATE CAPACITY INDICATED ON DRAWINGS. SUBMIT SHOP DRAWINGS FOR REVIEW INDICATING TENDON PROFILE. AI.CHMGGE SYSTEM. JACKIh7. FORCES. TENSIONING SEOUENCE. ELONGATION AND SIAM LOSS DATA. AL STMt ALL STEEL ASTAI A36, Fy - 36 KS I. EXCEPT TUBULAR SHAPES TO BE ASTM ASOO. GRADE B. Fy - 46 XS1. MINIMUM S12E WELOS V COIITINWUS FILLET PERFORMED BY WELDERS CERTIFIED 1N ACCORDANCE WITH AWS SPECIFICATIONS FOR ROD Alto POSITION USING HEAVY COATED ELECTRODES. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH RISC SFECIFI- CATIONS. PROVIDE TEMPORARY BRACING UNTIL PERMANENT STIFFENING IS INSTALLED. HIGH -STRENGTH BOLTS SHALL CONFORM TO ASTM A325 AND STAIIWD BOLTS TO ASTIS A307. BOLTED CONNECTIONS SHALL BE A325 FRICTION TYPE, UNLESS NOTED OTHERWISE. TENSION HICH-STACK07H BOLTS BY DIRECT TENSION ttDl- CATOR METHOD USING APPROVED LOAD 111DICATOR WASHERS INSTALLED IN ACCORDANCE WITH THE NANUFACTURERIS INSTRUCTIONS. 411fiMW CONNECTION SHALL BE 244 A32S-F BOLTS. APPLY CIE COAT OF APPROVED SHOP PA114T TO ALL STEEL EXCEPT FOR CONTACT SURFACES IN BOLTED PARTS, STEEL EMBEDDED III CONCRETE. OR AREAS TO BE FIELD WELDED. READER SHEAR STWS SHALL BE 34*6 X 0'-2'M-. CAMBER ALL FLOOR AND ROOF BEAMS L/480 AT MiDSPAN. METAL Of"INOt METAL OECKtNG SHALL BE GALVANIZED STEEL, DESIGNED MANUFACTURED AND INSTALLED PER STEEL DECK INSTITUTE SPECIFICATIONS. REINFORCED COICRETEi COMPOSITE DECK SHALL HAVE EMBOSSMENTS AND IIDEHYATIOHS TO DEVELOP f'e - 3000 Pgg1. NOT LESS THAN Sit SACKS CEMENT PER CU YD AND ROT AC�DANCEWITH AISIISPECIFICATIONS�ILL MD BE DESIGNED AS A FORM {NS MOIRE THAN 614 CALLOIS OF WATER PER SACK FOR ALL CONCRETE EXCEPT POST TENSIONED CONCRETE, GRADE BEARS. SHEAR WALLS AIM CCLUIQIS SHALL AIICIMACE TO SUPPORTS SHALL BE SUFFICIENT TO RESIST A 30 PSF UPLIFT. BE f'o - 5000 PSI, NOT LESS THANE sit SACKS CEMENT PER CU YD Alto NOT ROBE THAPS S CALLCNS OF WATER PER SACK. DECK UgHTS SHALL BE FASTENED TO STEEL AT TRANSVERSE AND ENO SUPPORTS SEE SPECIFICATIONS FOR MIXTURES. PORTS ii11 DIAMETER PLUG WELDS AT 12. OC AND 12. OC AT SIDE SUP - SEE $IDE LAPS OF ADJACENT UNITS SHALL BE FASTENED WITH IW REINFORCING STEEL PER ASTM A615, GRADE 60. SEAR SIELOS AT 24. OC. MANUFACTURER TO PROVIDE ADDITIONAL METAL REINFORCEMENT AND CLOSURE LAP ALL REINFORCING 400 AT SPLICES. PIECES AS REQUIRED FDA STRENGTH, CONTINUITY OF DECKINGAND SUPPORT OF REINFORCING STEEL DETAILS SMALL OE PREPARED BY AN EXPERIENCED OE - OTHER WORK. - TAILER CONFORMING TO STANDARD PRACTICE OUTLINED IN ACI 31S MANUAL OF CONCRETE FILL OVER METAL DECK MAIL BE f'o - 2500 PSI. REINFORCE STANDARD PRACTICE, CONCRETE FILL WITH 6x6-11`1.401.4 WMOED WIRE FABRIC, IN FLAT SHEETS. ALL WELDED WIRE FABRIC SHALL 8E FURNISHED IN FLAT SHEETS AND CONFORM IW 22 GA METAL ROOF DECK SHALL HAVE THE FOLLOWING PROPERTIES - TO ASTM A185. LAP ALL EDGES I2 MESH MINIMUM. SONn • 0.206 IN? taln - 0. 187 Nil-. IP1x20 CA COMPOSITE METAL DECK SHALL HAVE THE FOLLOWING CONCRETE COVER- PROPERTIES- GIN3-. WALLS t- EXCEPT SW WHERE I7fPOSE0.T0 WEATHER AID 2' Sotn - 0.252 IN3, loin - 0.233 1114. AGAINST EARTH. REAMS AND COLUMNS W TO STIRRUPS OR TIES. SLABS Alto JOISTS 11 EXCEPT SLABS ON GRACE INN'. A STEEL SHALL BE RIGIDLY SUPPORTED USING CONCRETE BLOCKS OR APPROVED METAL ACCESSORIES. 15 SUPPORT BARS ALL SUBS. WHERE SLAB STEEL IS PARALLEL TO A BEAN OR WALL. PROVIDE 14 0 12 TOP ACROSS BEAM OR WALL EXTENDING MINIMUM 21-0• BEYOND WALL INTO SLAB. WHERE SLAB IS Off WE SIDE ONLY. PROVIDE A STANDARD HOOK INTO FAR SIDE OF BEAM OR WALL. AT OPENINGS OVER 12- SOUARE, PROVIDE 2 ADDITIONAL BARS OF SAME SIZE AS MAIN STEEL OR 2-46 MINIMUM EXTENDING 400 PAST OPENING EACH SIDE, PROVIDE SLAB TEMPERATURE REINFORCING AS FOLLOWS- 5• THICK Alto UNDER- 34 Q HI. 6- THICK. $4 D I6, WALLS, REINFORCE AS FOLLORSi 6e WALLS, IS 0 12 HORIZONTAL AND VERTICAL 0 CENTER OR WALL, 0• WALLS, 15 0 IS HORIZONTAL AND VERTICAL 0 CENTER OF WALL, 10• WALLS, 14 Q 16 MRI ZONTAL Alto VERTICAL EACH FACE. 12• WALLS, 44 Q 12 HORIZONTAL AND VERTICAL EACH FACE. AT OPENINGS, PROVIDE 2-16 TOP AND BOTTOM AND 2-25 VERTICAL EACH SIDE EXTENDING BARS 2'-0• BEYOND OPENING, EXCEPT SO- WALLS AND OVER. PRO- VIDE 2-46 ALL FOUR SIDES. AT CORNERS, PROVIDE CORNER BARS. 400 EACH LEG. IN OUTSIDE FACE OF SANE SIZE AND SPACIND AS HORIZONTAL REINFORCING. AT INTERSECTtONS, PROVIDE "- HOOK ON HORIZONTAL BARS OR CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL BARS OF INTERSECTING WALL. PROVIDE VERTICAL BOWELS ALL WALLS OF SAME SIZE AND SPACIND AS VERTI- CAL STEEL, AND 2-35 CONTNNUDUS TOP AND BOTTOM. POST -TENSIONED CONCRETE JOISTS. AND BEAMSt f'o - 8000 PSI, NOT LESS THAN 6% SACKS CEMENT PER CU YO AID S GALLONS OF WATER MAXIMUM PER SACK. CONCRETE STRENGTH AT TIME OF TENSIONING SHALL BE 300D PSI. POST -TENSIONING TENDONS SHALL BE tUNNCOATED SEYEN-WIRE STRESS RELIEVED STRAND INOTPHAN STEM OM GRADE ASv AT2i. TYPEH.I R ORCOATTTETDEHNG . fpM - IS%000 PSI. REII4FOA0110 STEEL FOR ASTM A61S. GRACE 60. TENDONS SHALL RETAIN FINAL FORCES SHOWN ON ORAAWINGS AND BE SIZED TO PROVIDE ULTIMATE CAPACITY INDICATED ON DRAWINGS. ALL POST -TENSIONED TENDONS SHALL BE PRESSURE GROUTED AFTER STRESSING. SuakIT 'SHOP DRAWINGS FOR REVIEW INDICATI'O16 TENDON PROFILE. ANCHMAGE SYSTEM .JACKING FORCES, TENSIONING SEOUWF, ELONGATION AND STRESS LW DATA.:r '_' ►51" &u I The Cal6son Partnership Vy-.hf4...- ,Afb-h MW.Iw wtr 4101 u- W,Hubuu N tOM,w-u,if�� • ta+m-4 WAArrerteeeeee��tr RDnWgLL4LrrW Anw.W M DERWIA►pTIE en.w ANIMMON 0w„" BAMIAL0 AA.-.e r � ✓wH�� r r i` ' 4 +r �yTa,.�W tt}��, a wn teat rrnrittttttttttr� GENERAL NOTES ABBREVIATIONS 118200 .RUNE H9 t0 I.IN-IM p-y W-wnre.wreet�UM SVnW1 r— -€ 6j •C• _ _ --- F - 3 �,•-°• IS'.°• 1!'-0• 1,'-6' , I!'•°• ` I,'•°• 1]••l-• _...._... 16_G• ___1-.-1:..0. - �5.:°:__�.�,__._.1,•-D. =¢��'� gia J�fL' I I � I i K E r�•x�i ��°• � , x '+F 9� �T�� - . - y 1' •1• lO g ww.:M Sri ' I eC m X y XEn {N VJ m m it m j O b r•r• IN=ter =—� ° 'f m O DJIG m��1 �. rm. +tor OD m 1 °e _� i a, ji i 3.IIJ — rn n ;'_ate �r si 11 1, JI JId. o P v . : m ee ' „ w'ca.c r _ . M•w.rt=ri-=,•-•---{ `1 m Q°JaJ Li IE O .�Li II 12• 161LL f jj-•—F JI 11 = 1' 11 J7 w� Il n 1 1 IJT fn ` 111111IMHI 1I 1 11 n ; •N--_ 1 do - -1- _JI n_�L_ .T e Sm cmaw"TIOr = sw s,.i LM.% - .AR gg �P u jP11 i I F- 4 ,s•-o• Is••o• 15�-D• is�_o• 15•-0• ,s••o• Fs••o• � ,s•-e• T � I F t 1 O —Dr - 111111"IT, n „ �lnlmmnnenin�uii lllrtjm3lrt�hlm r�--r�--. _ ..�. _ . O —gyp 11 u _ IR hill — i -� i!� i t� [ ti�'!IIli11111i111i<t' bo r ilk 41- co 70 n1TN sacmctD rolsq 0pm jJ h "r [] G'1 z ao� R 19A 1Z il11' 'w fqf J TIvIg - I yT = _ ggR 1 11 - - - - i III t I III I I II I :GS5lG6RASS„ - ' r.z �11-: A ;S it L R R E - - - e n z z a x' _ . i o . . .: !!-fC- f o - p p n RL 7 � r Ao y 8 3 ii 1F i r� kza9� N F 'S n N m u N li e s r !t u i iru X � SOEG0.E O � 9 x FF � N e � N C z n Y Q H m N N — .. A. x el lIia Bill I� - F R p R �' S -�j 8 1 s *s ¢s $ k 4 a a 1 m s n w V1 A � p rrn 1 �'a � �ap &3 ? aQ as a o VoB Cn a >i : a RFtR R R F - 6 MDOProject No. Sheet No. snE.inesRs Project Date Subject By tAVAlt L4Q (S� UN f't:s —L7 Zzjp *- L x 3l" k L.' x k 32x o2' S�A-1= "Mt -- �~- GOAX>I"k a) z 5Z F, 14~ l cmCp--D �>L- -T2c r3 LL— -.,- (Lc,�D p ,-. a P7 DA4 i A © 07/",u -Cl. Alt A, S-6, DCI Engineers Sheet No. F - % 818 Stewart St., Suite 1000 Seattle, WA 98101 Mata.Net (V03.08.13-283290) POST TENSIONED BEAM DESIGN PROJECT: BECU TFC TI 05-29-2015 (EMBER ID: J1 STORAGE ID: J:\2014 Projects\14011-0497 BECU Offfice Building\3a- Calcula cons\Existing Framing Check\J-1.PTD Copyright 2010 Seneca Software Solution 3 SPANS 0 CANTILEVERS UNIF LL DL FACTOR=1.2 LL FACTOR-1.6 CONCRETE: BEAM 5000psi 150pcf E-4287ksi 1 END SPANS LEFT 1 END SPANS RIGHT 125psi MINIMUM F/A COLUMN 5000psi 150pcf E=4287ksi ALLOWABLE TENSILE STRESSES TOP 7.5 SQRT f'c=530psi BOT 9.0 SQRT f'c=636psi %SUP.DL@TRANSFER=0.0 TENDON COVER: INTERIOR SPANS TOP 2.00 in EXTERIOR SPANS TOP 2.00 in UNBONDED, LOW RELAXATION BOTTOM 2.00 in BOTTOM 3.00 in MIN REBAR REQUIREMENTS: 0.004A @ TOP & BOT REBAR YIELD=60.00ksi TENDON DIAM=2.00in MAX LONG BAR SIZE=#5/45 STIRRUP SIZE=#3 REBAR COVER: 1.00in TOP 1.00in BOT fse=174.Oksi Col Ie/Ig=1.00 No Top Columns @ Stressing Design Code: ACI 318-08 Sectionl-BEAM INPUT DATA <---------------------------------------- GEOMETRY -------------------------------------------- > L Bbot H tL tR TribL TribR FL FR Btop Bweb Y1 Y2 Y3 Y4 Yref SPAN TYPE (ft) (in) (in) (in) (in) (ft) (ft) (ft) (ft) (in) (in) (in) (in) (in) (in) (in) 1 1 45.00 8.00 24.50 4.50 4.50 2.75 2.75 3.34 3.34 0.00 0.00 0.00 0.00 0.00 0.00-24.50 2 1 30.00 8.00 24.50 4.50 4.50 2.75 2.75 3.34 3.34 0.00 0.00 0.00 0.00 0.00 0.00-24.50 3 1 45.00 8.00 24.50 4.50 4.50 2.75 2.75 3.34 3.34 0.00 0.00 0.00 0.00 0.00 0.00-24.50 <------- TENDON PROFILE ------- > CONC <------ SUPERIMPOSED LOADS ------ > cL cR A B C DL LOAD DL LL A B SPAN TYPE (in) (in) (ft) (ft) (ft) (k/ft) SPAN TYPE (k,€t) (k,ft) (ft) (ft) 1 1 0.00 0.00 0.00 0.00 0.00 0.476 1 U 0.010 0.100 0.00 45.00 2 1 0.00 0.00 0.00 0.00 0.00 0.476 2 U 0.010 0.080 0.00 30.00 3 1 0.00 0.00 0.00 0.00 0.00 0.476 2 P 2.200 0.000 5.00 0.00 2 P 2.200 0.000 15.00 0.00 2 P 2.200 0.000 25.00 0.00 3 U 0.010 0.100 0.00 45.00 <-------------------- COLUMNS -------------------- > <-------- Bottom ------ > <-------- Top --------- > BEAM CROSS-SECTION PROPERTIES H C2 Cl Far H C2 C1 Far A yt St Sb -DINT (ft) (in) (in) End (ft) (in) (in) End SPAN (in2) (in) (in3) (in3) 1 12.00 24.00 24.00 Pin 12.00 24.00 24.00 Pin 1 520.18 6.02 3749.80 1220.97 2 12.00 24.00 24.00 Fix 12.00 24.00 24.00 Fix 2 520.18 6.02 3749.80 1220.97 3 12.00 24.00 24.00 Fix 12.00 24.00 24.00 Fix 3 520.18 6.02 3749.80 1220.97 4 12.00 24.00 24.00 Pin 12.00 24.00 24.00 Pin Section2 - BEAM AND COLUMN MOMENTS(k-ft) Column Moments are Factored, All Other Moments are Unfactored <------- DEAD LOAD ------- > <------ BALANCED LOAD ---- > BEAM SECONDARY SPAN L M(x-ft) R L M(x-ft) R L R 1 -66.05 46.73(22.5) -85.97 77.28-55.55(22.5) 104.75 95.10 90.53 2 -54.00 22.24(15.0) -54.00 74.52-31.91(15.0) 74.52 61.35 61.35 3 -85.97 46.73(22.5) -66.05 104.75-55.55(22.5) 77.28 90.53 95.10 <------ MOST POS LL------ > <------ MOST NEG LL------ > COLUMN MOMENTS(FACTORED) SPAN L M(x-ft) R L M(x-ft) R JOINT TOP BOT 1 -76.61 46.12(22.5) -85.38 -76.61 46.12(22.5) -85.38 1 79.26 61.32 2 -32.36 10.76(15.0) -32.36 -32.36 10.76(15.0) -32.36 2 -50.48 -54.53 3 -85.38 46.12(22.5) -76.61 -85.38 46.12(22.5) -76.61 3 50.48 54.53 4 -79.26 -61.32 Section 3-EFFECTIVE FORCES AND PROFILES Tendon Weight= 0.426 psf Eff Force No. CGS Dim. (in. from datum) F/A(ksi) SPAN (k) (k/ft) Strands HiL Lol Lo2 HiR Min Max 1 115.00 20.91 4.3 -18.00 -3.00 0.00 -21.50 0.221 0.221 2 115.00 20.91 4.3 -21.50 -8.75 0.00 -21.50 0.221 0.221 3 115.00 20.91 4.3 -21.50 -3.00 0.00 -18.00 0.221 0.221 F-8 DCI Engineers Sheet No. 818 Stewart St., Suite 1000 BECU TFC TI Seattle, WA 98101 Jl Page 2 Mata.Net (V03.08.13-283290) Section 4-REBAR REQUIREMENTS (in2) ULT(%R-0.0) Min ULT(%R=0.0) MIN JOINT TOP BOT TOP BOT SPAN TOP BOT TOP BOT 1 0.00 0.00 1.49 0.00 1 0.00 0.00 0.00 0.59 2 0.00 0.00 1.49 0.00 2 0.00 0.00 0.00 0.59 3 0.00 0.00 1.49 0.00 3 0.00 0.00 0.00 0.59 4 0.00 0.00 1.49 0.00 ULT(%R=7.5) Min ULT(%R=7.5) MIN JOINT TOP BOT TOP BOT SPAN TOP SOT TOP BOT 1 0.00 0.00 1.49 0.00 1 0.00 0.00 0.00 0.59 2 0.00 0.00 1.49 0.00 2 0.00 0.00 0.00 0.59 3 0.00 0.00 1.49 0.00 3 0.00 0.00 0.00 0.59 4 0.00 0.00 1.49 0.00 ULT(%R-15.0) Min ULT(WR=15.0) MIN JOINT TOP BOT TOP BOT SPAN TOP BOT TOP BOT 1 0.00 0.06 1.49 0.00 1 0.00 0.00 0.00 0.59 2 0.00 0.00 1.49 0.00 2 0.00 0.00 0.00 0.59 3 0.00 0.00 1.49 0.00 3 0.00 0.00 0.00 0.59 4 0.00 0.06 1.49 0.00 Sections -BEAM SHEAR DESIGN Span 1 L=95.00ft X Left Vu Mu Vcn Vcw Vci Av #3@ (ft) (k) (k-ft) (k) (k) (k) (in2/ft) (in) CODE Use #3@18.38in o/c max. for Span 1 - Vu (max) = 33.5kips Span 2 L=30.00ft X Left Vu Mu Vcn Vcw Vci Av #3@ (ft) (k) (k-ft) (k) (k) (k) (in2/ft) (in) CODE Use #3@18.38in o/c max. for Span 2 - Vu (max) - 22.7kips Span 3 L=45.00ft Left Vu Mu Vcn Vcw Vci Av #3@ (£t) (k) (k-ft) (k) (k) (k) (in2/ft) (in) CODE Use #3@18.38in o/c max. for Span 3 - Vu (max) = 33.5kips Section 6-C ON C RE T E <----------------------- stresses Service Loads SPAN Tension (x) Compression (x) 1 T -0.008 ( 44.00) -0.340 ( 22.50) B 0.145 (22.50) -0.876 ( 44.00) 2 T -0.183 ( 29.00) -0.225 ( 15.00) B -0.210 ( 15.00) -0.337 ( 29.00) 3 T -0.008 ( 1.00) -0.340 ( 22.50) B 0.145 (22.50) -0.876 ( 1.00) Maximum Axial Load Axial Column Moment Load Top Bottom JOINT (kips) (k-ft) (k-ft) 1 33.19 79.26 61.32 2 59.17 -50.48 -54.53 3 59.17 50.48 54.53 4 33.19 -79.26 -61.32 FLEXURAL STRESSES AND DEFLECTIONS (ksi)----------------------- > <----- Deflections (in) ----- > Transfer of Prestress DL + Bal LL Tension (x) Compression (x) SPAN Delta L/Delta Delta L/Delta -0.186 ( 22.50) -0.409 ( 44.00) 1 -0.021 26176 0.106 5107 0.206 ( 44.00) -0.478 ( 22.50) 2 -0.011 34013 0.006 65403 -0.172 ( 15.00) -0.420 ( 1.00) 3 -0.021 26176 0.106 5107 0.240 ( 1.00) -0.522 ( 15.00) -0.186 ( 22.50) -0.409 ( 1.00) 0.206 ( 1.00) -0.478 ( 22.50) Section 7-FACTORED COLUMN LOADS Maximum Moment Axial Column Moment Load Top Bottom (kips) (k-ft) (k-ft) 33.19 79.26 61.32 59.17 -50.48 -54.53 59.18 50.48 54.53 33.19 -79.26 -61.32 F - 9 From: Bauer, Mike Sent: Monday, February 09, 2015 7:34 AM To: Reiswig, Andy Subject: FW: Test Lab ATM Dimensions and Weights • 6622 Cash Only ATM — Weight = 1070, Dimensions=19.2wx33dx60.2h. • 6632 SCPM/BNA ATM - Weight = 2200, Dimensions = 31wx32dx62h. a 6632 SCPM/BNA ATM - Weight = 2200, Dimensions = 31wx32dx62h. • 6634 SDM ATM - Weight =1936, Dimensions = 30.4wx47dx58.6h (short sleeve) depth is 51.2 for STD sleeve. • 5886 ATM w/Envelope Dispenser - Weight =1841, Dimensions = 32.1wx46.6649.5h (short sleeve) depth is 51 for STD sleeve Thanks, Mike Bauer BECU Manager, ATM Operations more than Just noney,- BECU Tukwila Financial Center M/S 1088-1 12770 Gateway Drive Tukwila WA 98168 (0)206-812-5240 (C) 503-381-8758 mike.bauer@becu.ore rlaxmail0l.becu.org made the following annotations -------------------------------------------------------------- NOTICE: This communication and any attachments may contain privileged or otherwise confidential information. If you are not the intended recipient or believe that you may have received this communication in error, please reply to the sender indicating that fact and delete the copy you received without printing, copying, retransmitting, disseminating, or otherwise using the information. Thank you. 3 r� L BDC 1 RESPONSE SUPPLEMENTAL STRUCTURAL CALCULATIONS SUBMITTED: JULY 15, 2015 COMMENT #9 M= = DCI Project No. Sheet No. enE.�neeAs Project f„ Date 7/iyla Subject©G Ik-9` By '7744�� A-F-w-df.,v-J`7 Tc (cL ('OwtP: 4tzz4,- r::;-mut cE►�-r- 2— G,,4 DEZA/-k0 Gz ��F: S-r CA;z.C.0LA-ecass SciiQL'NAi'� GP(Lc 4,4 Lo dj> to - ZD Q.z4 �UL`Ci r)& (LeL-O < ,vim,. �, ✓ �J2 %. Tr ' O i.J IL7 r- CADL C) 12- D Company name:C1 Engineers PDA Povvevs D(.lslign Asslist ...... ...... . .... Project: BECU TFC Tl Date: 7/1412015 fersion: 2.1.51172.24984 Project number: 14011-0497 Page: 214 GEOMETRY. STRUCTURAL SAND LIGHTWEIGHT CONCRETE OR NORMAL-WEIGHTOONCRETE OVER STEEL BECK (MINIMUM 3,OW PSI) UPPER FLUTE (VALLEY) _J LOWER FLUTE (RIDGE) — NO,20 GAGE STEEL DECK MIN 314' MIN 2-10 3-10 C.C. 1-CLR MIN 2-11f ri MIN 1113 ANCHOR 0 X ------------ 10 CLR MIN FOR SDI & SD2 ANCHORS, I-11e CLR MIN FOR VERTIGO+ ANCHORS 767 LOAD ACTIONS: f1h]. Lft-lbl z N. y MUZ A Uy M"y MVU. UX ........ ... .... ..... 11 . .1. -. - � - - MAX WN TYP 0 Design loads / actions Nu 767 vux 0 VUY 0 MUx 0 M UY 0 muz 0 Eccentric profile ex = 0.00 inch; ey = 0.00 inch iput date and results must be checked for agreement with the existing cinmmstances, the standards and gulderines and must be checked for plausibility. ww.powers.com - Powers Fasteners (see webafte for regional contact Info). q-3 -- Company name: DCI Engineers a DA i --� ---I- lI li Assist' -__- iProject: BECU TFC TI Date: 7/14/2015 fersion: 2.1.5172.24984 Project number: 14011-0497 Page: 314 SUMMARY: Selected anchor. Effective embedment depth: Approval: Basic principles design: Power -Stud+ SDI - 3/8" (2.00) ; hnom 2-3/8", Grade 2 hef = 2.000 inch ESR-2818 (1/1/2014) Issued: 1/1/2014 Design method: Concrete: Load combination: Reinforcement: Stand-off: Seismic Loads: Resulting anchor forces I load distribution: ACI 318-08 (Appendix D) Sand -lightweight concrete, cracked concrete, Fr = 3000 psi taken from Section 9.2 none edge reinforcement or < #4 bar Condition B not existent No Max. concrete compression strain: 0.00 %o Max. concrete compression stress: 0 psi Resulting tension force: 0 Ib Resulting compression force: 0 Ib Calculations: Design proof Demand Tension load 767 lb Shear load - Interaction - Anchor plate: Material: Length x width: Actual plate thickness: Calculated plate thickness: Profile: none selected Anchor No. #1 Maximum Tension load 767 lb 767 lb Capacity Status 767 lb 1.00 51.0 fyk = 36000 psi 8.00 inch x 8.00 inch 0.394 inch not calculated Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausiblity. powers.com - Powers Fasteners (see webafte for raglan&[ contact Info). Shear load 0 ib 0 lb m7 Company name: DCI Engineers a , Powers Design .. sist- --- Project: BECU TFC Ti Date: 7/14/2015 Version: 2.1.5172.24984 Project number: 14011.0497 Page: 414 DESIGN PROOF TENSION LOADING: Reference Steel strength: Nsa = 5455 Ib D.5.1 0 * Nsa = 0 * Nsa = 0.75 * 5455 Ib = 4091 Ib D.5.1.2 Nua = 767 Ib Design proof: Nua / (0 * Nsa) = 767 Ib / 4091 Ib = 0.19 S 1.00 Pullout / Bond strength: Np deck,cr = 1180 Ib D.5.3.2 (D * Npn = 4) * (fc' / 3000) "n * Np,deck,cr = 0.65 * (3000 / 3000) " 0.50 * 1180 = 767 lb Nua = 767 Ib Design proof: Nua / ((P * Npn) = 767 Ib / 767 Ib = 1.00 s 1.00 Fastening oki WARNINGS / REMARKS: Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. kw.powers.corn - Powers Fasteners (see webstte for regional contact Info), IL V I- a 5 G C o ,r - x -N x x N J L N r = v 71� rg o '&D Z. c 1 J a LL o Q _ c ¢1 E N \�N N N � W I L ^ O 4�- .2r to oe ` �J�.J IZ • oz��9sz��� �28 �i �•S� � 'b� LL f tr7 0-6O a 3 a cc w H U w -= U r 9 �D o w d 5 wo> Warn � w v� w w OLU dN 3 LL O as 6 z Q u Q J so a � Qo Ww� U a u ,c fi x 0 SS�i -- NWhIC�-� � a z —N 1� City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 4/3/2017 NANCY HEYWOOD 1001 FOURTH AVE, SUITE 3600 SEATTLE, WA 98154 RE: Permit No. D 15-0120 BOEING EMPLOYEES CREDIT UNION 12770 GATEWAY DR Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 5/31/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates anew 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 5/31/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, W Rachelle Ripley Permit Technician File No: D15-0120 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 9 Phone 206-431-3670 9 Fax 206-431-3665 P-.--•M`. ` ReidrAiddleton July 22, 2015 File No. 262015.005/00402 Mr. Hight, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 RECEIVED Tukwila, WA 98188 CITY OF TUKWILA JUL 2 7 2015 Subject: Building Permit Plan Review — Final Submittal BECUr nnant Improvement (D15-0120) PERMIT CENTER Dear Mr. Hight We reviewed the proposed project for compliance with the structural provisions of the 2012 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. The comments below do not require a response from the permit applicant. Individual revised structural sheets were submitted in response to our initial plan review for insertion into the original drawing sets. The other sets of drawings should be reconciled in preparation for permit issuance. These revised sheets are: S1.1, S1.2, S2.1A,S2.1 A, S2.2, S2.2 A, S2.3, S2.3 A, S2.4, S2.4 A, S2.5, S2.5 A, S2.6, S2.6 A, S3.1, S3.2, and S3.3. Structural deferred submittals. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila until after issuance of the initial building permit. The architect has been informed that the city of Tukwila may require the issuance of additional permits. The following is a summary: 1. Concrete mix designs 2. Design drawings for attachment of mechanical and electrical components to the structure, and support by the structure, where applicable. See also IBC Section 1613.1 and Section 13.2 of ASCE 7-10. Structural special inspections. Special inspections by qualified special inspectors should be provided. We assume the prefabricated structural steel members will be fabricated by registered and approved fabricators. The following is a summary: 1. Concrete placement at concrete construction, including concrete topping at steel EVERETT 728134th Street SW floor decks: continuous. Suite 200 Everett, WA 98204 425 741-3800 www.reidmiddleton.com Mr. Hight, Building Official City of Tukwila July 22, 2015 File No. 262014.005/00402 Page 2 2. Reinforcement at concrete construction, where applicable: periodic. 3. Installation of steel anchor bolts/rods in concrete: in accordance with qualifying report of evaluation service (e.g., ICC-ES). 4. Installation of concrete expansion, adhesive, and screw anchors, where applicable: in accordance with qualifying report of evaluation service (e.g., ICC-ES). 5. Adhesive installation of concrete reinforcement, where applicable: in accordance with qualifying report of evaluation service (e.g., ICC-ES). 6. Fabrication of structural steel: periodic. 7. Installation of structural steel: periodic. 8. Welding of structural steel members for single -pass fillet welds (maximum 5/16- inch): periodic. 9. Welding of structural steel members for other than single -pass fillet welds (maximum 5/16-inch), where applicable: continuous. . 10. Welding of steel threaded rods, where applicable: periodic. 11. Welding of cold -formed steel floor decks: periodic. 12. Installation and fastening of prefabricated steel structure: periodic. 13. High -strength bolting of structural steel members other than for slip -critical: periodic. 14. High -strength bolting of structural steel members, slip -critical, where applicable: continuous. Structural tests. Tests by qualified special inspectors should be conducted. The following is a summary: 1. Testing of concrete, including concrete topping at steel floor decks, for specified compressive strength, f,', air content and slump. Structural submittals. Reports, certificates and other documents related to structural special inspections and tests should be submitted by the contractor, owner, or owner's authorized agent to the city of Tukwila. The certificates of compliance are required to state that the work was performed in accordance with the approved construction documents. The following is a summary: 1. Submittal of certificates of compliance from the fabricators of prefabricated structural steel members at the completion of fabrication. See also IBC Sections 1704.2.5 and 1704.2.5.2. Enclosed are three sets of stamped revised structural sheets, two sets of complete calculations, and the original drawings. If you have any questions or need additional clarification, please contact us. ReidMiddleton Mr. Hight, Building Official City of Tukwila July 22, 2015 File No. 262014.005/00402 Page 3 Sincerely, Reid Middleton, Inc. C�x V-4-t�— Corbin Hammer, P.E., S.E. Senior Engineer Alan D. Findlay, P.E. Project Engineer Enclosures cc: Stephen Blackstone, IA Interior Architects (by e-mail) Tom Krause, DCI Engineers (by e-mail) Jerry Hight, City of Tukwila (by e-mail) Bill Rambo (by surface mail and e-mail) Brenda Holt, City of Tukwila (by e-mail) o:\doc\26\planrevw\bellevue\l 5\t004rl .doc\adf ReidMiddleton] Reid iddleton June 25, 2015 File No. 262015.005/00401 Mr. Hight, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal BECU — TFC Tennant Improvement (1)15-0120) Dear Mr. Hight: . RECEIVED CITY OF TUKWILA JUN 2.9.2015 PERMIT CENTER We reviewed the proposed project for compliance with the structural provisions of the 2012 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The design team should address the comments below. Responses to the review comments below should be made in an itemized letter form. We recommend that the permit applicant have the structural engineer respond and resubmit three full-sized sets of the revised structural drawings and two copies of the supplemental structural calculations for additional review. All information should be submitted directly to Reid Middleton, Inc. Architectural 1. Structural deferred submittals. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila until after issuance of the initial building permit. The architect should recognize that the city of Tukwila may require the issuance of additional permits. See IBC Section 107.3.4.1. See also structural comments below. The following is a summary: a. Concrete mix designs. b. Design drawings for attachment of architecture, mechanical, and electrical components to the structure, and support by the structure, where applicable. See also IBC Section 1613.1 and Section 13.2 of ASCE 7-10. Structural General EVERETT 728134th Street SW Suite 200 Everett, WA 98204 425 741-3800 www.reidmiddleton.com Mr. Hight, Building Official City of Tukwila June 25, 2015 File No. 262015.005/00401 Page 2 1. Structural special inspections. Special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1705.11. We assume the prefabricated structural steel members will be fabricated by registered and approved fabricators. See IBC Section 1704.2.5.2. The following is a summary: a. Concrete placement at concrete construction, including concrete topping at steel floor decks: continuous. See also IBC Section 1705.3. b. Reinforcement at concrete construction, where applicable: periodic. See also IBC Section 1705.3. c. Installation of steel anchor bolts/rods in concrete: in accordance with qualifying report of evaluation service (e.g., ICC-ES). See also IBC Section 1705.1.1. d. Installation of concrete expansion, adhesive, and screw anchors, where applicable: in accordance with qualifying report of evaluation service (e.g., ICC-ES). See also IBC Section 1705.1.1. e. Adhesive installation of concrete reinforcement, where applicable: in accordance with qualifying report of evaluation service (e.g., ICC-ES). See also IBC Section 1705.1.1. f. Fabrication of structural steel: periodic. See also IBC Section 1704.2.5. g. Installation of structural steel: periodic. See also IBC Section 1705.2 and AISC 360-10 Section N5. h. Welding of structural steel members for single -pass fillet welds (maximum 5/16-inch): periodic. See also IBC Sections 1704.2.5, 1705.2, and AISC 360-10 Section N5. i. Welding of structural steel members for other than single -pass fillet welds (maximum 5/16-inch), where applicable: continuous. See also IBC Sections 1704.2.5 and 1705.2. j. Welding of steel threaded rods, where applicable: periodic. See also IBC Section 1705.2. k. Welding of cold -formed steel floor decks: periodic. See also Item 2.a.1 of IBC Table 1705.2.2. 1. Installation and fastening of prefabricated steel structure: periodic. See also IBC Sections 1704.2.5 and 1705.2. in. High -strength bolting of structural steel members other than for slip -critical: periodic. See also IBC Section 1705.2. n. High -strength bolting of structural steel members, slip -critical, where applicable: continuous. See also IBC Section 1705.2, Section N5.6 of AISC 360-10, and RCSC Section 9.3. ReidMiddleton Mr. Hight, Building Official City of Tukwila June 25, 2015 File No. 262015.005/00401 Page 3 2. Structural tests. Tests by qualified special inspectors should be conducted. The following is a summary: a. Testing of concrete, including concrete topping at steel floor decks, for specified compressive strength, f,', air content and slump. See IBC Sections 1705.3, 1901.2, ACI 318 Section 5.6. 3. Structural submittals. Reports, certificates and other documents related to structural special inspections and tests should be submitted by the contractor, owner, or owner's authorized agent to the city of Tukwila. The certificates of compliance are required to state that the work was performed in accordance with the approved construction documents. See IBC Sections 107.1, 107.3.4 and 107.3.4.1. See also the structural comments below. The following is a summary: a. Submittal of certificates of compliance from the fabricators of prefabricated structural steel members at the completion of fabrication. See also IBC Sections 1704.2.5 and 1704.2.5.2. 4. The section of the structural notes regarding special inspection, Sheet 51.1, should be added by specifying additional special inspections (i.e., concrete placement, installation of structural steel, welding of cold -formed steel floor decks, and placement of reinforcing steel). See IBC Section 1704.3.1. Refer to Sections 1704 and 1707 and the structural comment above to determine the additional types of special inspections. 5. The extent of each type of special inspection in the section of the structural notes regarding special inspection, Sheet 51.1, should be specified for review (e.g., periodic or continuous). See IBC Section 1704.3.1(5). Refer to Section 1702.1 for the definitions of continuous special inspection and periodic special inspection. Refer to Sections 1704 and 1707 and the structural comment above to determine when continuous or periodic special inspection is required for each type of special inspection. 6. Under General Requirements on Sheet 1.1, the Governing Code appears to indicate the SBC. We presume this is typing error and the design intent was to the IBC. Please clarity 7. Special inspection is required for the fabrication of structural steel members on ReidMiddle Mr. Hight, Building Official City of Tukwila June 25, 2015 File No. 262015.005/00401 Page 4 the premises of a fabricator unless the fabricator is registered and approved to perform such work without special inspection. We assume such a fabricator will be utilized for this project. Please verify. A note should be added to the section of the structural notes on structural steel, Sheet 51.1, specifying submittal by the contractor, owner, or owner's authorized agent to the building official of certificates of compliance from the fabricators of the structural steel at the completion of fabrication. See IBC Sections 1704.2.5, 1704.2.5.2 and 1705.2. 8. The drawings are unclear as to the required side laps for the metal deck. The General Notes on Sheet S 1.2 under Deck Fastening is not clear what the side laps should be, only that the side lap connections shall develop the loads indicated on the plans but not less than 600 plf. Sheet 52.2 does not appear to indicate any side lap loading, and it is unclear if the 600 plf is service or strength loading. Please revise and resubmit the drawings indicating what type of side laps are required for the proposed design. See IBC Sections 1604.2 and 1604.4. 9. In Details 17 and 18 on Sheet 53.2 and the submitted calculations, it is unclear how the Titen screws handle being installed in cracked concrete. Please provide substantiating data indicating the proposed design has the required strength to resist the design loads while being installed in cracked concrete. See IBC Section 1604.2 and 1604.4. 10. Several details on Sheets 53.1 and 53.2 depend on powder actuated fasteners (PAF). The proposed design does not appear to meet the exceptions indicated in ASCE 7-10 Section 13.4.5. Substantiating data justifying the use of PAF should be provided, or the drawings should be revised and resubmitted showing the design is consistent with the IBC and ASCE 7-10 requirements. Please see IBC Sections 1604.2, 1604.4, 1605.2, 1605.3, and 1613.1 as well as ASCE 7-10 Sections 13.4.2.3 and 13.4.5. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Reid iddleton Mr. Hight, Building Official City of Tukwila June 25, 2015 File No. 262015.005/00401 Page 5 Sincerely, Reid Middleton, Inc. Corbbin:4i Hammer, P.E., S.E. Senior Engineer Alan D. Findlay, P.E. Project Engineer cc: Stephen Blackstone, IA Interior Architects (by e-mail) Tom Krause, DCI Engineers (by e-mail) Jerry Hight, City of Tukwila (by e-mail) Bill Rambo (by surface mail and e-mail) Brenda Holt, City of Tukwila (by e-mail) o:\doc\26\planrevw\bellevue\15\tOO4rl.doc\adf Reid iddleton City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director June 5, 2015 Dave Swanson Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Supplemental Structural Review Development Permit D15-0120 Boeing Employees Credit Union Dear Mr. Swanson, Please review the enclosed set of plans and documents for structural compliance with the 2012 International Building Code. As always, once all items have been reviewed and deemed correct, please provide two approved sets of approved plans and calculations with original approval stamps back to the Permit Center, attention Building Official. If you should have any questions, please feel free contact us in the Permit Center at (206) 431-3670, extension 1. Sincerely, Bill Rambo Permit Technician encl File: D15-0120 WV'ermit CenteAStructural Review\D15-0120 Structural Review.docx 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 e Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0120 DATE: 06/02/15 PROJECT NAME: BOEING EMPLOYEES CREDIT UNION SITE ADDRESS: 12770 GATEWAY DR X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: MN& P0 Building Division �rb k1i c Wor7cs PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVI:EWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: ,)0 j/pC, 6--f?--c T Fire Prevention 1B .7 �� Structura Planning Division Permit Coordinator 1A DATE: 06/04/15 Structural Review Required ❑ DATE: DUE DATE: 07/02/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 S WINERTON BUILDERS Page 1 of 5 Home lnicio en lsspanol Contact. Safety 45 Washington State Department of Labor & Industries SWINERTON BUILDERS Owner or tradesperson Principals RAFFERTY, GARY JOSEPH, PRESIDENT SCHOWALTER, LINDA GERTRUDE, VICE PRESIDENT FOELLMER, JR, FRANK, VICE PRESIDENT ADAIR, DONALD DEAN, VICE PRESIDENT FOSTER, ERIC MICHAEL, VICE PRESIDENT HOLDEN, ANDREW C, VICE PRESIDENT RE, MICHAEL, VICE PRESIDENT MANNING, DAVID R (End: 01/01/1980) GRUBB, DAVID H, CHIEF EXECUTIVE OFFICER (End: 03/04/2004) RECOB, JEFFREY D, VICE PRESIDENT (End: 08/05/2005) URRUTIA, JOSE, R, VICE PRESIDENT (End: 08/05/2005) FOELLMER, FRANK JR, VICE PRESIDENT (End: 08/05/2005) HOLDEN, ANDREW C, VICE PRESIDENT (End: 08/05/2005) ADAIR, DONALD D, VICE PRESIDENT (End: 08/05/2005) BEYER, DANIEL B, VICE PRESIDENT (End: 08105/2005) DAY, CHRISTOPHER J, VICE PRESIDENT (End: 08/05/2005) HOOPES, JEFFREY C, VICE PRESIDENT (End: 08/05/2005) RAFERTY, GARY J, VICE PRESIDENT (End: 08105/2005) SCHNELL, KEITH T, VICE PRESIDENT (End: 08/05/2005) FOSTER, ERIC M, VICE PRESIDENT (End: 08/05/2005) BERNICA, MICHAEL F, VICE PRESIDENT (End: 08/05/2005) OTT, KEVIN L, VICE PRESIDENT (End: 08/05/2005) ELSEA, GREGORY A, VICE PRESIDENT (End: 08/05/2005) Claims & Insurance 260 TOWNSEND ST SAN FRANCISCO, CA 94107-1790 415-984-1248 Search L&IaJ A-G index Help Tv.1y Secure 1�8zl Workplace Rights Trades & Licensing https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=409013296&LIC=SWINEB*992DR&SAW= 8/11/2015 SWINERTON BUILDERS DYSART, W J "JACK", VICE PRESIDENT (End: 08/05/2005) WHALEY, KURT D, VICE PRESIDENT (End: 08/05/2005) SCHOWALTER, LINDA GERTRUDE, VICE PRESIDENT (End: 08/05/2005) CATEL, MARK S, SECRETARY (End: 08/05/2005) SWINERTON, W A, VICE PRESIDENT (End: 08/29/1988) ELSNER, PAUL A, VICE PRESIDENT (End: 10/02/1991) SWINERTON, JAMES B, VICE PRESIDENT (End: 11/30/1997) CAPENER, JOHN T, PRESIDENT (End: 12/07/2012) HIGGINS JR, DAVID M, PRESIDENT (End: 12/07/2012) SUNDGREN, DONALD ERIC, PRESIDENT (End: 12/07/2012) ARGILLA, LUKE P, VICE PRESIDENT (End: 12/07/2012) KUFFNER, CHARLES P, VICE PRESIDENT (End: 12/07/2012) MARKS, GORDON W, VICE PRESIDENT (End: 12/07/2012) VANDERBERG, ROBERT P, VICE PRESIDENT (End: 12/07/2012) BLANKE, EDWARD E, VICE PRESIDENT (End: 12/07/2012) WILLIAM, JOHN D, VICE PRESIDENT (End: 12/07/2012) PEARSON, LINDA T, VICE PRESIDENT (End: 12/07/2012) JOHNSON, STEVEN L, VICE PRESIDENT (End: 12/07/2012) CALLIS, DAVID C, VICE PRESIDENT (End: 12/07/2012) EHARA, GEORGE S, VICE PRESIDENT (End: 12107/2012) ATKINSON, KERRY M, VICE PRESIDENT (End: 12/07/2012) WILLIAMSON, GEORGE A, VICE PRESIDENT (End: 12/07/2012) SOTEROPULOS, GUST D, VICE PRESIDENT (End: 12/07/2012) KIMBERLY, D G, VICE PRESIDENT (End: 12/07/2012) FARRELL, JAMES E, VICE PRESIDENT (End: 12/07/2012) PAYNE, MARK E, VICE PRESIDENT (End: 12/07/2012) Page 2 of 5 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=409013296&LIC=SWINEB*992DR&SAW= 8/11/2015 SWINERTON BUILDERS WERMERSKIRCHEN, DAVID L, VICE PRESIDENT (End: 12/07/2012) STEVENSON, IVAN G, VICE PRESIDENT (End: 12/07/2012) SCHNELL, KEITH T, VICE PRESIDENT (End: 12/07/2012) HADLER, STANISLAW WACLAW, VICE PRESIDENT (End: 12/07/2012) EHARA, GEORGE S, VICE PRESIDENT (End: 12/07/2012) MONTOYA, RONALD ANTHONY, VICE PRESIDENT (End: 12/07/2012) RECOB, JEFFRY D, VICE PRESIDENT (End: 12/07/2012) MURPHY, SHERRIANN, SECRETARY (End: 12/07/2012) CHAPMAN, JOHN BRYAN, SECRETARY (End: 12/07/2012) GRAY, LYN M, SECRETARY (End: 12/07/2012) MOY, RODNEY R, SECRETARY (End: 12/07/2012) GILLETE, JAMES R, CHIEF EXECUTIVE OFFICER (End: 12/07/2012) BRINKHOFF, RANDALL DEAN, CHIEF FINANCIAL OFFICER (End: 12/07/2012) SMITH, HOWARD, VICE PRESIDENT (End: 12/15/1995) DUGGAN, LAWRENCE J, VICE PRESIDENT (End: 12/31 /1998) Doing business as SWINERTON BUILDERS WA UBI No. 409 013 296 License Business type Corporation Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .......................................................... Meets current requirements. License specialties GENERAL License no. SWINEB'992DR Effective — expiration 03/19/2001-1212812016 Bond LIBERTY MUTUAL INS CO $12,000.00 Bond account no. 070002363 Received by L&I Effective date 05/16/2005 04/16/2005 Expiration date Until Canceled Page 3 of 5 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=409013296&LIC=S WINEB * 992DR&SAW= 8/11/2015 SWINERTON BUILDERS Insurance ....................... Westchester Fire Insurance Com $2,000,000.00 Policy no. G24306549004 Received by L&I Effective date 07120/2015 08101/2014 Expiration date 08101/2016 .__.... ... ................ ...... . ..... ......... Liberty Mutual Fire Insurance ............ $1,000,000.00 Policy no. WA266DO66493015 Received by L&I Effective date 07/20/2015 08/0112014 Expiration date 08/01/2016 ........... ...........__.................................... Liberty Mutual Fire Insurance _ ...... .... ......._ ............... .......... $2,000,000.00 Policy no. AS2661066493025 Received by L&I Effective date 07/20/2015 08/01/2014 Expiration date 08/01/2016 Insurance history Savings .............. No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 12-2-15059-1 SEA Dismissed Complaint filed by Complaint against bond(s) or savings RJL STRUCTURAL INC 070002363 Complaint date Complaint amount 04/26/2012 $0.00 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. I Workers' comp I Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums This company has multiple workers' comp accounts. ........... ...__... Active accounts ...................................... L&I Account ID Account is current. 169,304-03 Doing business as SWINERTON BUILDERS Estimated workers reported Quarter 2 of Year 2015 "51 to 75 Workers" L&I account representative TO / KRISTINE HATHAWAY (360)902-4811 - Email: HATK235@lni.wa.gov Track this contractor 10 Workplace safety and health Page 4 of 5 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=409013296&LIC=SWINEB*992DR&SAW= 8/11/2015 SWINERTON BUILDERS Page 5 of 5 Check for any past safety and health violations fc m jobsites this business was responsible for. Citation issue date 11/27/2013 Inspection no. 316906718 Location 1224 NE 8th St. Bellevue, WA 98005 No violations cg. Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=409013296&LIC=SWINEB*992DR&SAW= 8/11/2015 ABBREVIATIONS CONTRACT DOCUMENT NOTES ---KEY PLAN SITE LOCATION & AND JAN. JANITOR 1. REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR 20. EXISTING TENANTS L ANGLE JT. JOINT THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND WITH AS -BUILT DRAWINGS COORDINATE ALL WORK WITH BUILDING OWNER SO AS NOT TO DISTURB OR CAUSE DAMAGE TO ANY TENANT IN THE BUILDING. AVOID CONFLICT @ AT PROVIDED BY THE OWNER AND SHALL AT ONCE REPORT TO THE ARCHITECT ERRORS, INCONSISTENCIES, OR OMISSIONS. THE CONTRACTOR SHALL AND INTERFERENCE WITH NORMAL BUILDING OPERATIONS BY COMPLYING WITH THE BUILDING'S REGULATIONS REGARDING SCHEDULING AND �(J CL CENTERLINE KIT. KITCHEN TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK. THE CONTRACTOR IS USE OF ELEVATORS AND LOADING DOCKS FOR DELIVERIES, HANDLING OF MATERIALS, EQUIPMENT, AND DEBRIS. DIA. DIAMETER LAB. LABORATORY SOLELY RESPONSIBLE FOR AND HAS CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, AND FOR ;---.- - PERP. PERPENDICULAR LAM. LAMINATE C CHANNEL AV. LAVATORY COORDINATING ALL PORTIONS OF THE WORK. 21. COORDINATION VERIFY IN THE FIELD THAT NO CONFLICTS EXIST WHICH WOULD PROHIBIT THE LOCATION OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, s~ F. Q # ., POUND OR NUMBER LKR. LOCKER LT. LIGHT 2. INTENT OF CONTRACT DOCUMENTS THE INTENT OF THE CONTRACT DOCUMENTS IS TO ALLOW FOR THE PERFORMANCE OF THE WORK. EVERY ITEM NECESSARILY REQUIRED MAY NOT LIGHTING, PLUMBING, AND SPRINKLER EQUIPMENT (TO INCLUDE ALL REQUIRED PIPING, DUCTWORK, AND CONDUIT), AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND ACT ACOUSTICAL CEILING TILE BE SPECIFICALLY MENTIONED OR SHOWN. UNLESS EXPRESSLY STATED, ALL SYSTEMS AND EQUIPMENT SHALL BE COMPLETED AND MAINTENANCE OF ABOVE EQUIPMENT ARE PROVIDED. SITE T ' ' A.D. AREA DRAIN MAX. MAXIMUM ADJ. ADJUSTABLE M.C. MEDICINE CABINET A.F.F. ABOVE FINISH FLOOR MECH. MECHANICAL APPROPRIATELY OPERABLE. FURNISH AND INSTALL ALL SPECIFIED AND APPROPRIATE ITEMS, AND ALL INCIDENTAL, ACCESSORY, AND OTHER ITEMS NOT SPECIFIED BUT REQUIRED FOR A COMPLETE AND FINISHED ASSEMBLY. 22. PROTECTION OF EXISTING WORK PROVIDE PROTECTION TO ALL EXISTING FINISHES IN ALL SPACES WITHIN OR ADJACENT TO THE SCOPE OF WORK AND THE TENANTS SPACE. THE CONTRACTOR SHALL PATCH, REFINISH, AND REPAIR ANY DAMAGE CAUSED BY HIM. OR HIS SUBCONTRACTORS. MATCH EXISTING ADJACENT " y cj - � FH AGGR. AGGREGATE MEMB. MEMBRANE 3. DEFECTIVE WORK FINISH, OR AS NOTED HEREIN. \\ AL. ALUMINUM MTL. METAL APPROX. APPROXIMATE MFR. MANUFACTURER NON -COMPLIANT DEFECTIVE WORKMANSHIP OR QUALITY WILL BE REJECTED DESPITE THE ARCHITECTS FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEES SHALL BE 23. EXISTING DEFECTS - - , � PARKING GARAGE T ARCH. ARCHITECTURAL MH. MANHOLE REPLACED BY WORK CONFORMING TO THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OR FINAL, SHALL BE CONSTRUED AS AN CORRECT ANY DEFECTS FOUND IN EXISTING BUILDING CONSTRUCTION WHICH AFFECTS THE SCOPE OF WORK. THIS INCLUDES BUT IS NOT ASB. ASBESTOS MIN. MINIMUM ASPH. ASPHALT MIR. MIRROR ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. LIMITED TO UNEVEN SURFACES AND FINISHES AT GYPSUM BOARD UL FIRE RATED ASSEMBLIES OR DAMAGED FIREPROOFING. PATCH AND REPAIR SURFACES TO MATCH ADJACENT, ADJOINING SURFACES MATERIALS AND FINISHES. MISC. MISCELLANEOUS BD. BOARD M.O. MASONRY OPENING 4. FIREPROOFING PATCH AND REPAIR ALL SPRAY FIREPROOFING DAMAGE INCURRED DURING DEMOLITION AND/OR CONSTRUCTION. FIRESAFE AS REQUIRED PER 24. TERMINOLOGY ' -' l 1 BITUM. BITUMINOUS MTD. MOUNTED APPLICABLE CODE ALL NEW PENETRATIONS AT EXISTING AND NEW UL RATED ASSEMBLIES. TYPICAL OR'TYP. MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, U.O.N. -_ BLDG. BUILDING MUL. MULLION "SIMILAR" OR "SIM." MEANS COMPARABLE CHARACTERISTICS TO THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLAN BLK. BLOCK 5. AS BUILT DRAWINGS "VERIFY" OR "VER." MEANS TO ASCERTAIN AND CONFIRM APPLICATION WITH ARCHITECT. T� _ BLKG. BLOCKING N. NEW BM. BEAM N.I.C. NOT IN CONTRACT B.O. BOTTOM OF CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS BASED ON THE ARCHITECTS RECORD DRAWINGS AND DISTRIBUTE ELECTRONICALLY TO THE,F�r�_,, OWNER AT THE CONCLUSION OF THE PROJECT. 25. FURNITURE L LL • �L_a, � p m ® .. � , �;.%�'� \' 'S;.,,t �.-,.,, ,; .::- __ - � �• �\ 5�t �f '" "`' r�� J + NO. or # NUMBER BOT. BOTTOM NR. NUBMBER 6. CONTRACTOR'S RESPONSIBILITY FURNITURE SHOWN IS FOR REFERENCE ONLY AND INSTALLED BY OTHERS, U.O.N. FINAL DIMENSIONS LOCATIONS AND ASSEMBLIES ARE THE RESPONSIBILITY OF THE FURNITURE VENDOR. e ° "' V, \�1 B.R. BULLET RESISTANT NOM. NOMINAL IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB IN COMPLIANCE WITH THE DESIGN INTENT AND ANY OMISSIONS IN THESE I a-� ! �- ' C3 T B.T.B. BACK TO BACK N.T.S. NOT TO SCALE NOTES OR IN THE OUTLINE OF WORK SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR OF SUCH RESPONSIBILITIES IMPLIED BY SCOPE 26. FILE CABINETS j12 A-7.3 10 ® I"+,"% '" OF WORK EXCEPT FOR ITEMS SPECIFICALLY NOTED OR DETAILED. FILE CABINETS, AS SHOWN ON DRAWINGS, ARE SUPPLIED BY OTHERS. COORDINATE FILE SIZE(S) WITH FURNITURE INSTALLER FOR REQUIRED ,'._ ® `L Ad CAB. CABINET O.A. OVERALL CLEARANCES. 11 o' ioo' zoo' ,`- r C.B. CATCH BASIN OBS. OBSCURE 7. UNENFORCEABLE WORK--` CEM. CEMENT O.C. ON CENTER SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE, FOR WHATEVER REASONS, UNENFORCEABLE, SUCH UNENFORCEABILITY 27. CLEANING CER. CERAMIC O.D. OUTSIDE DIAMETER (DIM.) SHALL NOT EXTEND TO THE REMAINDER OF THE CONTRACT NOR SHALL IT VOID ANY OTHER PROVISIONS OF THE CONTRACT. PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS FROM MIGRATING FROM CONSTRUCTION AREA."�•a C.I. CAST IRON OFF. OFFICE - - `-'-' CL CENTER LINE OPNG. OPENING 8. LIENS 28. ADJACENT SPACES CLG. CEILING OPP. OPPOSITE THROUGHOUT THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL REFRAIN FROM ACTIONS THAT COULD LEAD TO THE FILING OF CLAIMS CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING OF ACCESS INTO ADJACENT TENANT SPACES INCLUDING CONCEALED CONDITIONS, PROJECT SITE CLO. CLOSET CLR. CLEAR P. PAINT OF LIEN BY SUBCONTRACTORS, SUPPLIERS OF MATERIALS, LABOR, SERVICE, UNDER GOVERNING LAWS AND REGULATIONS, UNLESS REASONABLE AND JUSTIFIABLE CAUSE CAN BE SHOWN.UIPMENT, OR ANY OTHER 1DUAL APPROVAL OFOR P YMENMPANY SO TTSHAITLED WITH THE BUILDING MANAGEMENT AS REQUIRED FOR PRICING AND EXECUTION OF THE WORK. A �A� AREA O F VY O R K; FLOORS 1 -6 12770 GATEWAY DR TUKWILA, WA 98168 ���® ���� r° CMU CONCRETE MASONRY UNIT PRCST. PRECAST BE CONTINGENT UPON THE CONTRACTOR'S OBTAINING AND FURNISHING TO THE ARCHITECT SIGNED RELEASES FROM SUCH INDIVIDUALS OR 29. EXISTING CONDITIONS COL. COLUMN PL. PLATE COMPANIES. CONTRACTOR SHALL THOROUGHLY EXAMINE THE PREMISES AND SHALL BASE HIS BID ON THE EXISTING CONDITIONS, NOTWITHSTANDING ANY WA 98168 CONC. CONCRETE P.AM. PLASTIC LAMINATE INFORMATION SHOWN OR NOT INDICATED ON THE CONTRACT DOCUMENTS. WHERE FIELD CONDITIONS WARRANT, PROVIDE AND IDENTIFY LUMPTukwila, CONSTR. CONSTRUCTION PAS. PLASTER 9. COORDINATION OF THE WORK SUM ALLOWANCE FOR WORK REQUIRED BUT NOT CLEAR BASED ON THE INFORMATION AVAILABLE PRIOR TO BID. SYMBOLS PROJECT INFORMATION CONT. CONTINUOUS PLYWD. PLYWOOD THE CONTRACTOR IS RESPONSIBLE FOR REVIEW AND VERIFICATION OF CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR CORR. CORRIDOR PR. PAIR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS 30. CONTRACT DOCUMENTS CTSK. COUNTERSUNK PT. POINT REGARDING THESE OR OTHER COORDINATION ISSUES, INCLUDING CONCEALED CONDITIONS, THE CONTRACTOR SHALL SUBMIT THEM IN WRITING ALL CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY ALL. ALL WORK CNTR. COUNTER P.T.D. PAPER TOWEL DISPENSER TO THE ARCHITECT AND IS RESPONSIBLE FOR OBTAINING A WRITTEN CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN SHOWN OR REFERRED TO ON ANY CONTRACT DOCUMENT SHALL BE PROVIDED AS THOUGH THEY ARE ON ALL RELATED DOCUMENTS. PROJECT ADDRESS: 12770 Gateway Dr. Tukwila, WA 98168 CT CERAMIC TILE P.T.D/R COMBINATION PAPER TOWEL DISPENSER QUESTION, OR RELATED WORK. CTR. CENTER AND RECEPTACLE 31. DUPLICATION OF DOCUMENTS 10. WORK SHALL COMPLY WITH APPLICABLE CODES ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT/OWNER AND THE SAME PROJECT DESCRIPTION: TENANT IMPROVEMENTS TO FLOORS 1-6 INCLUDING DEMOLITION, NEW PARTITIONS, CEILINGS, DBL. DOUBLE Q.T. QUARRY TILE EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES, MANUFACTURER'S RECOMMENDATIONS, MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/OWNER. FINISHES, LIGHTING AND LIFE SAFETY. NO MODIFICATIONS TO BUILDING ENVELOPE. DEPT. DEPARTMENT D.F. DRINKING FOUNTAIN AND TRADE AND REFERENCED STANDARDS, INCLUDING BUT NOT LIMITED TO: IBC, NEC AND NFPA (LATEST APPLICABLE ENFORCED EDITIONS J 1 "� 9400 REG I ST E Fi E G R RISER OR RELOCATE REFERENCED). 32. DETAIL REFERENCE KEY NOTE TYPE OF CONSTRUCTION: TYPE 1-B (FORMERLY: TYPE 11- F.R.) R ECT DET. DETAIL RAD. RADIUS REFER TO A-8 SHEETS SERIES FOR DETAILS NOT CROSS REFERENCED FOR ALL THE CONDITIONS OF PENETRATION THROUGH FIRE RATED DIA. DIAMETER R.D. ROOF DRAIN 11. DIMENSIONS ASSEMBLIES AND ACOUSTICAL PARTITIONS. BUILDING OCCUPANCY: B (OFFICE) DIM. DIMENSION REF. REFERENCE DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL DISP. DISPENSER REFR. REFRIGERATOR ON. DOWN RGTR. REGISTER GOVERN OVER SMALL SCALE DETAILS. WRITTEN SPECIFICATIONS SHALL GOVERN OVER ALL. 33. EXISTING PENETRATIONS AT UL FIRE RATED AND ACOUSTICAL LOCATIONS, MAINTAIN INTEGRITY OF EXISTING ASSEMBLY WHEN IMPACTED BY NEW WORK. A _ PROJECT AREA: BUILDING NO. OF STORIES: 148597 SF 6 (NO BELOW -GRADE LEVELS) E M I Lt. E R TE OF S H i NGT O r . D.O. DOOR OPENING REINF. REINFORCED DR. DOOR REQ'D. REQUIRED 12. CLARIFICATIONS CLARIFY ALL DISCREPANCIES RELATIVE TO CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND FIELD CONDITIONS PRIOR TO SUBMITTING BIDS 34. SHOP DRAWINGS AND SUBMITTALS I COLUMN GRID LINE Al 1 ST FLOOR 32103 SF AREA PER FLOOR: - DWR. DRAWER RESIL. RESILIENT AND COMMENCING WORK. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REVIEW ALL SUBMITTALS AND SHOP DRAWINGS FOR APPROPRIATENESS AND DS. DOWNSPOUT RM. ROOM COMPLIANCE WITH THE CONTRACT DOCUMENTS PRIOR TO SENDING SHOP DRAWINGS TO THE ARCHITECT OR ENGINEER FOR REVIEW. A STAMP OR 2ND FLOOR - 24990 SF D.S.P. DRY STANDPIPE R.O. ROUGH OPENING 13. SUBSTITUTIONS STATEMENT TESTIFYING THE CONTRACTOR HAS REVIEWED THE SHOP DRAWINGS, INCLUDING THE DATE REVIEWED, MUST BE AFFIXED TO THE FIRST REVISION CLOUD 3RD FLOOR - 24828 SF DWG. DRAWINGS RWD. REDWOOD THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERM "OR EQUAL" IS USED, THE PAGE OF EACH SUBMITTAL. R.W.L. RAIN WATER LEADER ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR, INCLUDING THE ARCHITECTS 4TH FLOOR - 24377 SF E EXISTING SUBSTITUTION FORM CLEARLY IDENTIFIED AS A "REQUEST FOR SUBSTITUTION". CONTRACTOR SHALL ALSO LIST CREDIT TO THE CLIENT FOR USE OF 35. DEFECTIVE WORK - AT EXISTING CONSTRUCTION TO REMAIN (E) EXISTING S. SOUTH SUBSTITUTION. CORRECT ANY DEFECTS FOUND IN CONSTRUCTION RELATING TO INTERIOR FINISHES IN AREAS AFFECTED BY THIS SCOPE OF WORK. THIS INCLUDES 5TH FLOOR - 23928 SF EA. EACH S.A.F.B. SOUND ATTENUATION BLANKETS BUT NOT LIMITED TO WALL BASE - CEILING GRID AND ACOUSTICAL CEILING TILE - DOORS/FRAMES/HARDWARE - FLOORING SUBSTRATES - Office 6TH FLOOR -18371 SF E.J. EXPANSION JOINT S.C. SOLID CORE 14. DRAWING DISTRIBUTION GENERAL CONTRACTOR TO INSPECT SITE CONDITIONS PRIOR TO COMPLETING BID DOCUMENTS. 100 ROOM REFERENCE EL. ELEVATION S.C.D SEAT COVER DISPENSER THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER THEIR JURISDICTION. TOTAL BUILDING AREA: 148597 SF ELEC. ELECTRICAL SCHED. SCHEDULE 36. CONTRACT DOCUMENT COORDINATION _ �l ELVTR. ELEVATOR S.D. SOAP DISPENSER 15. CHANGES IN THE WORK THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE ALL CONTRACT DOCUMENTS WITH EACH OTHER FOR ANY DISCREPANCIES BETWEEN �� SEISMIC DESIGN ZONE: ZONE 3 EMER. EMERGENCY SECT. SECTION DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION ARCHITECTURAL AND ENGINEERING DOCUMENTS. THE CONTRACTOR TO NOTIFY ARCHITECT, IN WRITING, OF ANY DISCREPANCIES FOR APPROVAL l DETAIL OR ENLARGED PLAN BUILDING LIFE SAFETY INFO: SPRINKLERS, VISUAL AND AUDIBLE ALARMS PROVIDED UNDER SEPARATE PERMIT ENCL. ENCLOSURE SH. SHELF FROM THE OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. PRIOR TO START OF CONSTRUCTION IN THAT AREA E.P. ELECTRICAL PANEL SHR. SHOWER I EQ. EQUAL SHT. SHEET 16. EXISTING WORK 37. CONTRACT DOCUMENTS EQPT. EQUIPMENT SIM. SIMILAR ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY AND FREE OF VIBRATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY CONFLICTS HEREIN - EITHER APPARENT OR OBVIOUS - 1 SECTION REFERENCE ADDITIONAL REQUIREMENTS: 1. THE CONTRACTOR SHALL REPLACE ALL EXISTING FIREPROOFING AND FIRESTOPPING DISTRIBUTED E.W.C. ELECTRIC WATER COOLER S.N.D. SANITARY NAPKIN DISPENSE PRIOR TO THE START OF NEW WORK ON THAT ITEM, OR BEAR THE RESPONSIBILITY OF CORRECTING SUCH WORK AS DIRECTED BY THE ARCHITECT. A-8.0 DURING CONSTRUCTION. FIREPROOFING TO MATCH BASE BUILDING STANDARDS, APPROVED EQUAL, EXIST. EXISTING S.N.R. SANITARY NAPKIN RECEPTACLE 17. PUNCH LIST THE WORK TO BE DONE UNDER THIS CONTRACT SHALL BE EXECUTED IN A WORKMANLIKE MANNER, TO THE SATISFACTION OF THE ARCHITECT. IF OR AS REQUIRED TO MATCH THE EXISTING. EXPO. EXPOSED SNT. SEALANT UPON COMPLETION OF THE WORK BY THE CONTRACTOR, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF SUCH COMPLETION. THESE DOCUMENTS OR JOB CONDITIONS MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS WORK OR TO WARRANTY THE WORK OR ITS EXP. EXPANSION S.O.B. SYMBOL ON BACKGROUND THE ARCHITECT SHALL ATTEND THE PUNCH LIST WALK THROUGH CONDUCTED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR PERFORMANCE, OR SHOULD DISCREPANCIES APPEAR AMONG THE CONTRACT DOCUMENTS, REQUEST INTERPRETATION, CORRECTION OR 6'-7" DIMENSION 2. ALL CONSTRUCTION SHALL BE NON-COMBUSTIBLE. EXT. EXTERIOR SPEC. SPECIFICATION SHALL PREPARE AND DISTRIBUTE A LIST OF ITEMS TO BE FINISHED OR COMPLETED PRIOR TO THIS WALK THROUGH. THE GENERAL CONTRACTOR CLARIFICATION FROM THE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. IF THE CONTRACTOR FAILS TO MAKE SUCH REQUEST, WORK MUST So. SQUARE SHALL TAKE NOTES AND PREPARE A LIST OF FINAL PUNCH ITEMS TO BE COMPLETED OR CORRECTED AS A RESULT OF THIS WALK THROUGH. THIS BE PERFORMED IN A SATISFACTORY MANNER AND NO REQUEST FOR ADDED COST OR EXTENSION OF TIME WILL BE CONSIDERED. SHOULD 2 DETAIL SECTION REFERENCE 3. ALL WOOD AND WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED. F.A. FIRE ALARM S.S. STAINLESS STEEL PUNCH LIST IS TO BE PROMPTLY DISTRIBUTED BY THE GENERAL CONTRACTOR TO THE TENANT, OWNER AND ARCHITECT. CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, CONTRACTOR IS DEEMED TO HAVE ESTIMATED ON THE MORE EXPENSIVE WAY A-8.0 F.B. FLAT BAR S.SK. SERVICE SINK F.D. FLOOR DRAIN OF DOING WORK UNLESS HE SHALL HAVE ASKED FOR AND OBTAINED WRITTEN DECISION BEFORE SUBMISSION OF BID AS TO WHICH METHOD OR 4. ALL INTERIOR FINISHES SHALL COMPLY WITH THE REFERENCED CODE REQUIREMENTS FOR STA. STATION 18. MATERIALS MATERIALS WILL BE REQUIRED. FLAMMABILITY AND SMOKE DEVELOPED RATINGS AS WELL AS TOXICITY.(SEE SHEET AN-5.0) FDN. FOUNDATION STD. STANDARD ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT, U.O.N. MANUFACTURED MATERIALS AND EQUIPMENT DIMENSION CENTERLINE F.A. FIRE EXTINGUISHER STL. STEEL SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS, U.O.N. 5. ALL DOORS TO BE 36" WIDE MIN., 34" MIN. CLR. IN OPEN POSITION (U.O.N.). REVISIONS F.A.C. FIRE EXTINGUISHER CABINET STOR. STORAGE VIEW NAME I O ch;a ges sh.A h� m-rij to tt SCOT F.H.C. FIRE HOSE CABINET STRL. STRUCTURAL 19. INSURANCE ���Floor Plan ,� r , SE AR iT_ =,;;� T +e�f ror�c �Rrit%ot.1 prior approval of FIN. FINISH SUSP. SUSPENDED THE CONTRACTOR AND SUBCONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATIONS OF INSURANCE WITH RESPECT TO WORKERS , _ 11 1�8 1 '� DEFERRED SUBMITTALS OR t tat r- �. REQUIFI"'D F FI• t Ttl:tbma Bi�ildi► , Q'v:S' rl. FL. FLOOR SYM. SYMMETRICAL COMPENSATION, PUBLIC LIABILITY, AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW, IN ADDITION TO THE TERMS OF THE OWNER'S - �� DRAWING SCALE ALIGN SEPERATE PERMIT: MECHANICAL PERMIT �, FLASH. FLASHING FLUORESCENT CONTRACT. WHICHEVER IS GREATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING. MAINTAINING. AND SUPERVISING ALL SAFETY ALIGN VIEW NUMBER ELECTRICAL PERMIT M2CIt3rtiCa! .,tri$iCITI;, 4viji t; ;,uml .1 t, r j { " rt submittal 3iiti tn3j/ i:..;i:�? l FLUOR. T. TREAD PRECAUTIONS IN CONNECTION WITH THE WORK. PLUMBING PERMIT �!;`'��(Ic (: �" 1 l`r:^t'1 [�:, �• F.O. FACE OF T.B. TOWEL BAR "lGCtrt4W F.O.C. FACE OF CONCRETE T.B.D TO BE DETERMINED F.O.F. FACE OF FINISH T.C. TOP OF CURB 1 SHEET NUMBER ,'lumbing F.O.S. FACE OF STUDS TEL. TELEPHONE Gas pip. ng F.P.R. FIRE PROTECTION RISER TER. TERRAllO FPRF. FIREPROOF T.&G. TONGUE AND GROOVE 4 A-7.1 2 ELEVATION DATUM Cis;/ T±ti4'ti"biiS FRT FIRE RETARDANT TREATED THK. THICK of t ,r+ SHEET INDEX F.S. FULL SIZE T.O.0 TOP OF CONCRETE FT. FOOT OR FEET T.O.P. TOP OF PAVEMENT 3 VIEW NUMBER F.TR. FIRE TREATED T.P.D. TOILET PAPER DISPENSERFhM . iS 8080 tO enXIM and aMiSisim FTG. FOOTING T.V. TELEVISION FURR. FURRING TOP OF WALL ARCHITECTURAL NOTES 0 Wicn c1mm0rits do -as r:ct au ho ' T.W. F&I FURNISH AND INSTALL TYP. TYPICAL AN-1.0 PROJECT INFORMATION A54.0 5TH FLOOR -FINISH PLAN d sdCCIjrjQr r'3rdfnanca• Roct_,l .� FUT. FUTURE AN-2.0 GENERAL NOTES A5-5.0 5TH FLOOR - FURNITURE PLAN , WEEKLY STATUS REPORTS HAZARDOUS MATERIALS NOTES CODE REFERENCES UNF. UNFINISHED GA. GAUGE U.O.N. UNLESS OTHERWISE NOTED A6-0.0 6TH FLOOR - DEMOLITION PLAN AN-3.1 1ST FLOOR -EXITING DIAGRAM A6-0.1 6TH FLOOR -DEMOLITION REFLECTED CEILING PLAN nS (S EC '.Ii,Odged: GALV. GALVANIZED UR. URINAL AN-3.2 2ND FLOOR - EXITING DIAGRAM J THE GC IS TO PROVIDE A WEEKLY STATUS REPORT INDICATING ESTIMATED PERCENTAGE OF COMPLETION FOR EACH TRADE INCLUSIVE OF OWNER ACKNOWLEDGES THAT INTERIOR ARCHITECTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, REMOVAL, PRESENCE • 2012 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS ( ) G.B. GRAB BAR G.C. GENERAL CONTRACTOR V.C.T. VINYL COMPOSITION TILE AN-3.3 3RD FLOOR -EXITING DIAGRAM A6-1.0 6TH FLOOR - PARTITION PLAN A6-3.0 6TH FLOOR - REFLECTED CEILING PLAN AN-3.4 4TH FLOOR - EXITING DIAGRAM GL. GLASS/GLAZING VERT. VERTICAL DIGITAL PHOTOGRAPHS AS SUPPORTING INFORMATION. REPORT AND IMAGES ARE TO BE SENT ELECTRONICALLY TO THE IA PROJECT HANDLING, DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS SUBSTANCES, MATERIALS, AND WASTES IN ANY FORM AT THE A6-4.0 6TH FLOOR - FINISH PLAN GND. GROUND VEST. VESTIBULE CONTACT OF THE SALIENT AREAS &/OR WORK. THE NUMBER AND LOCATIONS OF PHOTOS TO BE PRE -DETERMINED BY THE IA PROJECT CONTACT. PROJECT SITE, INCLUDING BUT NOT LIMITED T0: ASBESTOS, ASBESTOS PRODUCTS, PCB MOLD, OR OTHER TOXIC SUBSTANCES. 2014 NATIONAL ELECTRICAL CODE (NFPA 70) - AN 3.5 5TH FLOOR - EXITING DIAGRAM A6-5.0 6TH FLOOR -FURNITURE PLAN Oty of Tu�riia GR. GRADE V.I.F. VERIFY IN FIELD GYP. GYPSUM • THE OWNER ACKNOWLEDGES THAT IT ACCEPTS RESPONSIBILITY FOR NOTIFYING THE APPROPRIATE FEDERAL, STATE, AND LOCAL • 2012 INTERNATIONAL MECHANICAL CODE (WITH STATEWIDE AMENDMENTS) AN-3.6 6TH FLOOR - EXITING DIAGRAM AN-4.1 DOOR SCHEDULE A-6.0 TELLER LINE ENLARGED PAN, ELEVATIONS &DETAILS - � ;�� � GWB. GYPSUM WALL BOARD W. WEST GOVERNING AGENCIES FOR ANY DEMOLITION, CONSTRUCTION, OR REPAIR WORK. A-6.1 RECEPTION DESK & COFFEE BAR PLAN, ELEVATIONS & AN-4.2 DOOR SCHEDULE H.B. HOSE BID W/ WITH • 2012 UNIFORM PLUMBING CODE (WITH STATEWIDE AMENDMENTS) AN-5.0 FINISH SCHEDULE DETAILS A-7.0 ELEVATIONS H.C. HOLLOW CAB W.C. WATER CLOSET • ANY QUESTIONS THAT ARISE RELATED TO ASBESTOS SHALL BE REFERRED TO THE OWNER FOR RESOLUTION. INTERIOR ARCHITECTS SHALL HDWD. HARDWOOD WD. WOOD NOT BE REQUIRED TO DO ANY WORK NOR RENDER ANY OPINIONS RELATED TO ASBESTOS. • 2012 IECC (INTERNATIONAL ENERGY CONSERVATION CODE) / WASHINGTON STATE ENERGY CODE AN-7.0 PARTITION SCHEDULE A-7.1 ELEVATIONS 6 PERMIT ISSUE 0//2015 HDWE. HARDWARE W/0 WITHOUT AN-8.0 LIGHTING SCHEDULE A-7.2 ELEVATIONS 4 ISSUED FOR PRICING 3 05/15/2015 HDWE. HARDWARE WP. WATERPROOF • THE OWNER SHALL RETAIN AN INDEPENDENT CONSULTANT WHO IS TRAINED AND EXPERIENCED IN IDENTIFICATION AND SURVEY OF • 2012 INTERNATIONAL FIRE CODE (WITH STATEWIDE AMENDMENTS) A-7.3 ELEVATIONS 3 ISSUED FOR PRICING 2 02/18/2015 H.M. HOLLOW METAL WSCT. WAINSCOT EXISTING SITES PRIOR TO START OF DEMOLITION CONSTRUCTION. ARCHITECTURAL A-7.4 ELEVATIONS 2 PROGRESS / REVIEW ISSUE 01/16/2015 HORIZ. HORIZONTAL WT. WEIGHT HR. DOUR • ALL CONTRACTORS AND SUBCONTRACTORS SHALL REPORT THE PRESENCE OF ANY MATERIAL OR ASSEMBLY SUSPECTED TO CONTAIN ALL LOCAL CODES AND STATEWIDE AMENDMENTS A1-0.0 1 ST FLOOR - DEMOLITION PLAN A-7.5 ELEVATIONS 1 ISSUED FOR PRICING 01/12/2015 HT. HEIGHT ASBESTOS UPON DISCOVERY. THE WORK SHALL BE CARRIED OUT PER THE CONSULTANTS' RECOMMENDATIONS. Al-0.1 1ST FLOOR - DEMOLITION REFLECTED CEILING PLAN A-7.6 ELEVATIONS HGT. HEIGHT Al-1.0 1 ST FLOOR - PARTITION PLAN A-8.0 PARTITION DETAILS Delta Issue No. Description Date A1-3.0 1 ST FLOOR - REFLECTED CEILING PLAN A-8.1 PARTITION DETAILS I.D. INSIDE DIAMETER (DIM.) Al-4.0 1ST FLOOR -FINISH PAN A-8.2 CEILING DETAILS INSUL. INSULATION INS. INTERIOR Al-5.0 1 ST FLOOR - FURNITURE PLAN A-8.3 CEILING DETAILS A2-0.0 2ND FLOOR - DEMOLITION PLAN A-8.4 DOOR & GLAZING DETAILS A2-0.1 2ND FLOOR - DEMOLITION REFLECTED CEILING PLAN A-8.5 DOOR & GLAZING DETAILS I N-TE R I OR A2-1.0 2ND FLOOR - PARTITION PLAN A-8.6 MILLWORK DETAILS A2-3.0 2ND FLOOR - REFLECTED CEILING PLAN A-8.8 FINISH DETAILS A24.0 2ND FLOOR - FINISH PLAN ARCHITECTS A2-5.0 2ND FLOOR - FURNITURE PLAN A3-0.0 3RD FLOOR - DEMOLITION PLAN STRUCTURAL A3-0.1 3RD FLOOR - DEMOLITION REFLECTED CEILING PLAN A3-1.0 3RD FLOOR - PARTITION PLAN S1.1 STRUCTURAL GENERAL NOTES A3-3.0 3RD FLOOR - REFLECTED CEILING PLAN S1.2 STRUCTURAL GENERAL NOTES, ABBREVIATIONS & LEGEND S E A T T L E S2.1 FIRST FLOOR PLAN A34.0 3RD FLOOR -FINISH PLAN S2.1 A FIRST FLOOR RCP A3-5.0 3RD FLOOR - FURNITURE PLAN S2.2 SECOND FLOOR PLAN A4-0.0 4TH FLOOR - DEMOLITION PLAN S2.2A SECOND FLOOR RCP A4-0.1 4TH FLOOR - DEMOLITION REFLECTED CEILING PLAN S2.3 THIRD FLOOR PLAN 1001 4TH AVENUE, SUITE 440 A4-1.0 4TH FLOOR - PARTITION PLAN S2.3A THIRD FLOOR RCP S2.4 FOURTH FLOOR PLAN S EATTLE, WAS H I N GTON 98154 A4-3.0 4TH FLOOR - REFLECTED CEILNG PLAN S2.4A FOURTH FLOOR RCP A4-4.0 4TH FLOOR -FINISH PLAN S2.5 FIFTH FLOOR PAN TEL 206-264-9195 FAX 206-624-1525 A4-5.0 4TH FLOOR - FURNITURE PLAN S2.5A FIFTH FLOOR RCP A5-0.0 5TH FLOOR - DEMOLITION PLAN S2.6 SIXTH FLOOR PLAN A5-0.1 5TH FLOOR - DEMOLITION REFLECTED CEILING PLAN S2.6A SIXTH FLOOR RCP A5-1.0 5TH FLOOR - PARTITION PLAN S3.1 STRUCTURAL DETAILS S3.2 STRUCTURAL DETAILS A5-3.0 5TH FLOOR - REFLECTED CEILNG PLAN S3.3 STRUCTURAL DETAILS ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PROJECT DIRECTORY CLIENT REAEWED FOR RECEIVED BECU- TUKWIAFINANCIALCENTER CODE -COMPLIANCE CITY OF TUICWILA Check: 12770 GATEWAY DRIVE APPROVED Drawn: Author Checker Owner Approval: TUKWILA, WA 98168 JUN 0 2 2015 JUL 2 9 2015 CLIENT REPRESENTATIVE Job No: 216ECu.0002.000 scale: As indicated JOHN OLSON, SENIOR PROJECT MANAGER PERMIT CENTER OAC SERVICES, INC. City of -rui(INtI� 701 DEXTER AVE NORTH, SUITE 301 SEATTLE, WA 98109 BUILDING DIVISION TEL 206-378-2963 ARCHITECT OF RECORD Pano"OJECT IA INTERIOR ARCHITECTS 3600 ( SEATTLE, WA 98154 INFORMATION JEFFERY BR MILLER, A I.A. Title: CONTACT: NANCY HEYWOOD, PROJECT MANAGER STEPHEN BACKSTONE, PROJECT ARCHITECT TEL 206-264-9195 qmmap Sheet:AN�l m0 2 IL 8 6 r 0 DEMOLITION NOTES PARTITION PLAN NOTES REFLECTED CEILING PLAN NOTES POWER AND SIGNAL PLAN NOTES FINISH PLAN NOTES 1. SUMMARY 1. DIMENSIONS 1. COORDINATION 1. OVERTIME WORK 1. FINISHES WORK NECESSARY FOR COMPLETE DEMOLITION INCLUDES FURNISHING LABOR FOR DEMOLITION, REMOVAL OF DEBRIS, PATCHING AS DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING WHEN FLOOR BELOW IS OCCUPIED, PRICE EXTENSIVE FLOOR SLAB PENETRATIONS AND/OR CORING ON AN OVERTIME BASIS. NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF SUCH WORK REQUIRED, CONTROL DUST, AND NECESSARY PERMITS. CONFLICT, NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCEOVER ALL OTHER PLANS. SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS. SEE REFLECTED CEILING PLANS FOR FINISHED CEILING ALL WORKMANSHIP WHICH IS JUDGED LESS THAN FIRST QUALITY BY THE ARCHITECT WILL BE REJECTED. HEIGHTS. VERIFY INFIELD. ALL CORE AND/OR FLOOR TRENCHING FOR TELEPHONE/ELECTRICAL CONDUITING SHALL BE PERFORMED AFTER HOURS AS REQUIRED AND 2. HAZARDOUS MATERIALS 2. PARTITIONS COORDINATED WITH BUILDING OWNER FOR APPROVAL. 2. COLOR SELECTION IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS OR LINES. ALL SCREWS OR OTHER ATTACHMENT 2. PERIMETER CEILING ANGLES ALL COLORS ARE TO BE SELECTED BY THE ARCHITECT, U.O.N. OWNER IN WRITING, THEN WAIT FOR DIRECTION FROM THE OWNER. DEVICES SHALL BE PATCHED AND NOT VISIBLE. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS, OR OTHER 2. COORDINATION OF THE WORK ALL SURFACES SHALL BE ALIGNED AND SANDED SMOOTH. IRREGULARITIES, AND PAINTED TO MATCH CEILING FINISH. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF FLOOR OUTLETS AND OTHER OUTLETS IN 3. FINISH PREPARATION io OTHER MATERIALS AND WASTE IN ANY FORM AT THE PROJECT SITE MAY BE LOCATED ON THE PROJECT SITE, WHICH MAY INCLUDE, BUT RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SCHEDULED FINISH PER MANUFACTURERS' RECOMMENDATIONS. ALL GYPSUM BOARD NOT BE LIMITED TO ACBM, PCB'S OR OTHER TOXIC SUBSTANCES. 3. DIMENSION REFERENCE POINTS 3. FIXTURE TRIM PROCEEDING WITH WORK. PARTITIONS SHALL BE TAPED AND SANDED SMOOTH. PAINT GRADE WOODWORK SHALL BE HAND SANDED BETWEEN COATS AND DUSTED CLEAN. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD, U.O.N. ALL DIMENSIONS MARKED FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, FIXTURE LAMPS, AND SEISMIC BRACING AS REQUIRED. ALL HOLES, PITCH POCKETS, OR SAPPY PORTIONS SHALL BE SCRAPED AND SEALED WITH KNOT SEALER. NAIL HOLES, CRACKS, OR DEFECTS SHAL 3. SCHEDULE "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL FINISHES, U.O.N. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC., SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION BE PUTTIED AFTER FIRST COAT, WITH PUTTY MATCHING COLOR OF STAIN OR PAINT FINISH. REMOVE OIL OR GREASE WITH MINERAL SPIRITS. SUBMIT SCHEDULE INDICATING PROPOSED SEQUENCE OF OPERATIONS FOR SELECTIVE DEMOLITION WORK TO ARCHITECT AND THEIR 4. FIXTURE LOCATIONS OF WALLCOVERINGS AND CARPET SPECIFIED. CONSULTANTS, AND THE OWNER'S REPRESENTATIVE CITY BUILDING OFFICIALS, AND BUILDING MANAGEMENT FOR REVIEW. INCLUDE ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE INSIDE FACE OF WINDOW FRAME ASSEMBLY, U.O.N. LIGHT FIXTURES, EXIT SIGNS, SPRINKLERS, AND OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. ALL CRACKS, HOLES, IMPERFECTIONS IN EXISTING WALLS, PARTITIONS, OR GYPSUM WALLBOARD SHALL BE FILLED WITH PATCHING PLASTER AND COORDINATION FOR SHUT OFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED TOGETHER WITH DETAILS FOR DUST 3. OUTLET LOCATIONS SMOOTHED OFF TO MATCH ADJOINING SURFACES. AND NOISE CONTROL. PROVIDE DETAILED SEQUENCE OF DEMOLITION, FLOOR BY FLOOR, AND REMOVAL WORK TO ENSURE 4. CLEAR DIMENSIONS ALL SWITCHES AND DIMMERS SHALL BE LOCATED 48" ABOVE FINISHED FLOOR TO CENTER OF SWITCH, U.O.N. MULTIPLE SWITCHES AT ONE ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY WITH ENGINEER) OF ALL OUTLETS AND TAKE UNINTERRUPTED PROGRESS OF OWNER'S ON -SITE OPERATIONS, AND BUILDING OPERATIONS. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ±1/8" WITHOUT WRITTEN LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE, U.O.N. PRECEDENCE OVER ALL OTHERS, U.O.N. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN INTERIOR GYPSUM WALLBOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPLICATION OF THE FIRST COAT, IN ORDER TO INSTRUCTION FROM ARCHITECT. COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING PROCESS. 4. CONDITION OF STRUCTURES 5. CEILING ACCESS OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. 5. DIMENSION TOLERANCES PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH, U.O.N. 4. WALL MOUNTED OUTLETS WHERE APPLICABLE EXISTING PLASTER AND CONCRETE STRUCTURE SCHEDULED TO BE EXPOSED SHALL BE FINISHED TO PROVIDE A LEVEL 3 FINIS DIMENSIONS TOLERANCES SHALL NOT EXCEED (LOCAL JURISDICTION CODE DEFINED CRITERIA). VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET T-0" MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF LINO. CONDITIONS EXISTING AT THE TIME OF COMMENCEMENT OF CONTRACT WILL BE MAINTAINED BY OWNER INSOFAR AS PRACTICAL. WITH THE ARCHITECT AND SECURE ARCHITECTS APPROVAL. 6. SOFFITS AND CEILING HEIGHTS DIMENSIONS INDICATED. VARIATIONS WITHIN STRUCTURE MAY OCCUR BY OWNER'S REMOVAL AND SALVAGE OPERATIONS PRIOR TO START OF SELECTIVE ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPBOARD OR CEILING TILE AND 4. WORK AREA CLEAN UP DEMOLITION WORK. 6. DISCREPANCIES SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 5. FURNITURE LAYOUT UPON COMPLETION, REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED, OR SPLATTERED ON EXPOSED SURFACES. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.O.N. 5. PARTIAL DEMOLITION AND REMOVAL PARTITION OF THE LAYOUT, NOTIFY THE ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION 7. COORDINATION 5. STAINING VENEER STORAGE OF REMOVED ITEMS WILL BE PERMITTED AS DIRECTED BY THE OWNER. INSTALLATION.FOR BID PRICING, G.C. TO PRICE HIGHER OPTION REQUIRED BY ANY DISCREPANCY NOTED IN CONTRACT DOCUMENTS. NOTIFY THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, SWITCH LOCATIONS, AND 6. EQUIPMENT COORDINATION ALL VENEER STAINS SHALL HAVE UNIFORM COLOR. ARCHITECT FOR FINAL SCOPE DECISION FOR THESE ITEMS PRIOR TO PURCHASING. ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWING (LIGHTING PLAN) FOR CIRCUITING, WIRING LAYOUT, AND ADDITIONAL INFORMATION. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS, AND INSTRUCTIONS. 6. PROTECTIONS 6. TOUCH UP CENOTER PROVIDE PROTECTIVE BARRICADES, PROTECTIVE CANOPIES, AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNER'S 7. EXPOSED EDGES 8. DISCREPANCIES 7. EXISTING FLOOR PENETRATIONS EXAMINE ALL FINISH SURFACES AFTER COMPLETION OF WORK, INCLUDING WOOD FLOORING AND MILLWORK INSTALLATION, AND PROCEED WITH PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE METAL EDGE TRIM. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECTS REFLECTED CEILING PLAN AND THE ENGINEER'S LIGHTING PLAN, IMMEDIATELY NOTIF ALL EXISTING AND NEW UL RATED FLOOR SLAB PENETRATIONS FOR CONDUIT SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH "TOUCH-UP" AS REQUIRED. THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. THE APPLICABLE BUILDING AND FIRE CODES. - PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE PASSAGE OF OWNER'S PERSONNEL, TENANT, THEIR 8. ALIGNMENT 7. FINISH APPROVAL EMPLOYEES AND THEIR INVITEES, AND GENERAL PUBLIC TO AND FROM OCCUPIED PORTIONS OF BUILDING. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT. 9. PLENUM 8. OUTLET FINISHES PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8" X 10" BRUSH -OUTS OF EACH COLOR AND FINISH FOR ARCHITECT'S APPROVAL AT LEAST 2 WEEKS ALL SPECIFIC INFORMATION CONCERNING INSTALLATION OF VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE FOUND IN THE HVAC, PLUMBING, FIRE G.C. TO PROVIDE AND INSTALL COVER PLATES FOR ALL WALL MOUNTED ELECTRICAL AND COMMUNICATIONS OUTLETS AND SWITCHES. SEE PRIOR TO SITE APPLICATION. ON -SITE APPLICATION WILL BE REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. ARCHITECT RESERVES THE RIGHT T PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. PROTECTION, ELECTRICAL, AND LIGHTING DRAWINGS. POWER PLAN SHEET NOTE #5 FOR COLOR. WHERE UNCERTAINTY OCCURS, VERIFY SELECTION AND CHOICE WITH THE ARCHITECT PRIOR TO ADJUST ANY COLOR/FINISH ONCE THE WALL TEST HAS BEEN MADE. OPERATIONS. ORDERING MATERIALS. 9. MILLWORK 10. CONFLICT PRIOR TO SITE APPLICATION, PROVIDE ARCHITECT WITH 8" X 10" SAMPLE CUTTINGS FROM ACTUAL DYE LOTS OF ALL SPECIFIED WALLCOVERINGS PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALUMILLWORK CONDITIONS. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT, 9. ELECTRICAL COORDINATION FOR ARCHITECT'S APPROVAL AND PROVIDE EXPECTED DELIVERY DATE TO JOB SITE. PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECTS CEILING GRID LOCATION AND ACTUAL FIELD CONDITIONS ARE TO BE COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 12770 Gateway Dr. CONSTRUCT TEMPORARY INSULATED SOLID DUST PROOF PARTITIONS WHERE REQUIRED TO SEPARATE AREAS WHERE NOISY OR 10. CEILING HEIGHT PARTITIONS CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 8. SOFFITS •� �+ EXTENSIVE DIRT OR DUST OPERATIONS ARE PERFORMED. EQUIP PARTITIONS WITH DUST PROOF DOORS AND SECURITY LOCKS IF REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS, AND PLENUM BARRIER LOCATIONS. 10. FLOOR OUTLET LAYOUT UNDERSIDE OF SOFFITS (WHERE OCCURS) TO RECEIVE A FINISH TO MATCH ADJACENT VERTICAL FINISH, U.O.N. Tukwila, 1 V REQUIRED. 11. FIXTURE LAYOUT UPON COMPLETION OF FLOOR OUTLET LAYOUT, NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FROM LOCATIONS SHOWN ON PLAN. 11. NOTES AND REFERENCES SUBMIT GRILLE, SPRINKLER, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS ARCHITECT SHALL SITE VERIFY OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING. 9. DELIVERY LEAD TIME PROVIDE TEMPORARY WEATHER PROTECTION WHEN APPLICABALE DURING INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXISTING REFER TO SHEET A-1.0 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. PRIOR TO INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FABRICS AND OTHER CUSTOM FINISHES WITHIN THE CONSTRUCTION ON EXTERIOR SURFACES AND INSTALLATION OF NEW CONSTRUCTION TO ENSURE THAT NO WATER LEAKAGE OR 11. UL RATED ASSEMBLIES CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE CONFIRMED, AND ANY EXCESSIVE LEAD TIME MUST BE BROUGHT TO THE ARCHITECTS DAMAGE OCCURS TO STRUCTURE OR INTERIOR AREAS OF EXISTING BUILDING. REMOVE PROTECTIONS AT COMPLETION OF WORK. 12. ELECTRICAL WORK 12. FIELD VERIFICATION OF WORK FURNISH AND INSTALL UNDERWRITERS LABORATORIES, INC. (UL) LABELED DEVICES THROUGHOUT. ATTENTION IMMEDIATELY TO ALLOW FOR RE -SPECIFICATION IF NECESSARY. REFER TO POWER & SIGNAL AND REFLECTED CEILING PLANS FOR LOCATIONS OF SWITCHES, OUTLETS, AND THE LIKE TO BE REMOVED. PATCH AND VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS, AND ANY AND ALL OTHER 7. DAMAGES REPAIR PARTITION TO MATCH ADJACENT SURFACE AND FINISH. APPLICABLE ITEMS; INSTALL APPLICABLE NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED AND APPURTENANT ITEM 12. MOUNTING HEIGHTS 10. FLOOR SURFACE MODIFICATIONS PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK AT NO ADDITIONAL COST TO OWNER. SO AS TO NOT CONFLICT WITH LUMINARIES AND ANY AND ALL FIELD CONDITIONS. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.O.N. MOUNTING HEIGHT IS FROM FINISHED FLOOR TO CENTERLINE MODIFY EXISTING FLOOR SURFACES AS REQUIRED TO INSTALL NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR 13. ARCHITECT APPROVAL OF COVERPLATE, INSTALLED VERTICALLY. POSITION GROUNDING POLE AT BOTTOM. DEPRESSIONS. 8. TRAFFIC OBTAIN APPROVAL FROM ARCHITECT PRIOR TO MODIFYING COLUMN FURRING, RELOCATING PIPES, AND SIMILAR SYSTEMS AND ITEMS, ADJUSTING 13. UL RATED ASSEMBLIES CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, ANY AND ALL OTHER FIELD CONDITIONS REQUIRED TO FIT PLANS. FURNISH AND INSTALL UNDERWRITERS LABORATORIES INC. (UL) LABELED DEVICES THROUGHOUT. 13. HORIZONTAL CLEARANCES 11. FINISHES STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. MAINTAIN A 4-INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR SEE FINISH PLAN, ELEVATIONS, AND DETAILS FOR CLARIFICATION OF EXTENT OF FINISH MATERIALS. A 14. SLAB WORK 14. LIGHTING FIXTURES FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.O.N. EGISTERED 9. UTILITY SERVICES ALL EXISTING AND NEW UL RATED FLOOR SLAB PENETRATIONS FOR PIPING AND CONDUIT SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND THE LIKE, TO AVOID FIXTURE SOILING OR 12. JOINTS R TECT MAINTAIN EXISTING FIRE PROTECTION SYSTEM AND UTILITIES TO REMAIN, KEEP IN SERVICE, IDENTITY, AND PROTECT AGAINST DAMAGE WITH THE APPLICABLE BUILDING AND FIRE CODES. DAMAGE; FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW; LAMPS SHALL BE NEW AT PROJECT COMPLETION. 14. CONVENIENCE OUTLETS STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT VISIBLE WHEN VIEWED FROM ANY REASONABLE ANGLE. DURING DEMOLITION OPERATIONS. PROVIDE TEMPORARY LIGHT AND POWER AS REQUIRED. SEE DRAWINGS FOR EXISTING STANDPIPE FOR MAINTENANCE PURPOSES, PROVIDE CODE COMPLIANT CONVENIENCE OUTLETS THROUGHOUT THE SPACE IN HALLWAYS. NOT ALL LOCATIONS. 15. DOOR CLEARANCES 15. LIFE SAFETY DEVICES CONVENIENCE OUTLETS ARE SHOWN ON PLAN. REUSE EXISTING CONVENIENCE OUTLETS WHERE NOT DISTURBED BY DEMOLITION (PROVIDE 13. FLOOR FINISHES EY B. MILLER TRIM THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, AS APPLICABLE, BY 1/4" INCH MAXIMUM, U.O.N. VERIFY SLAB CONDITIONS REFER TO ENGINEERING DRAWINGS FOR ALL LIFE SAFETY DEVICES REQUIRED BY CODE AND ALL EMERGENCY LIGHT FIXTURES. ARCHITECTURAL NEW RECEPTACLE AND COVER PLATE). ALL INTERSECTIONS OF FLOOR FINISH MATERIALS SHALL BE LOCATED DIRECTLY UNDER CENTER OF DOOR, WHERE OCCURS, U.O.N. r'. T ' % REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE AND TRIM EACH DOOR TO FIT CONDITIONS. WHERE RADICAL VARIATIONS IN FLOOR ELEVATION EXIST, DOORS SHALL BE ORDERED WITH BOTTOM DRAWINGS SHALL GOVERN LOCATION OF THESE DEVICES. COORDINATE LOCATION OF DEVICES WITH ALL ARCHITECTURAL DOCUMENTS PRIOR TO F JA SH �J U VERIFIED WITH TELEPHONE COMPANIES SERVICE OWNER OR TENANT DATA/COMMUNICATIONS REPRESENTATIVE AS REQUIRED TO STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. INSTALLATION OF BACK BOXES. REVIEW ALL ARCHITECTURAL AND ENGINEERING DOCUMENTS AND NOTIFY ARCHITECT OF ANY CONFLICTS. 15. DIMENSIONS 14. CABINETRY PREVENT NEW CONSTRUCTION DELAYS. REMOVE TO SOURCE ALL PIPES, VENTS, APPLIANCES, OR DRAINS NOT BEING RE -USED. GENERAL CONTRACTOR TO COORDINATE AND VERIFY LOCATIONS OF EXISTING DEVICES TO REMAIN WITH ARCHITECTURAL PLANS AND NOTIFY INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE ALL OPEN CABINETRY SHALL BE PLASTIC LAMINATE ON ALL EXPOSED SURFACES, U.O.N. APPLY WHITE MELAMINE TO INTERIOR OF CABINETRY WIT 16. GLASS WORK ARCHITECT OF ANY CONFLICTS DURING THE ROUGH -IN PHASE OF PROJECT. CENTER OF THE CLUSTER, U.O.N.; GANG COVERPLATES SHALL BE ONE-PIECE TYPE, U.O.N. DOORS AND DRAWERS, U.O.N. 10. ENVIRONMENTAL CONTROLS ALL GLASS SHALL BE CLEAR TEMPERED GLASS, U.O.N. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO USE TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO ISOLATE DUST AND DIRT RISING AND SCATTERING. COMPLY WITH PROJECT DELIVERY. 17. WALL SWITCH LOCATIONS 16. CABINETRY 15. CARPET SEAMING PLAN BUILDING MANAGEMENT REGULATIONS AND GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. TO BE COORDINATED WITH FURNITURE AND WALL MOUNTED EQUIPMENT LOCATIONS PRIOR TO BOX ROUGH -INS. NOTIFY ARCHITECT OF ANY OUTLETS INSIDE AND/OR ATTACHED TO CABINETRY SHALL BE FURNISHED AND INSTALLED TO MATCH SIMILAR CONDITIONS SUCH AS WALL, SUBMIT CARPET SEAMING PLAN TO ARCHITECT PRIOR TO ORDERING AND AT LEAST (4) WEEKS PRIOR TO INSTALLATION FOR ARCHITECT'S REVIEW 17. CEILING HEIGHT PARTITIONS CONFLICTS PRIOR TO INSTALLATION OF ROUGH -INS. FLOOR, AND THE LIKE. FURNISH AND INSTALL BOX EXTENSION OR OTHER APPROPRIATE DEVICES AS REQUIRED. ADJACENT OUTLETS SHALL AND APPROVAL. 11. INSPECTION CEILING HEIGHT PARTITIONS SHALL BE INSTALLED TIGHT TO FINISHED CEILING; WITH NO JOINTS VARYING MORE THAN 1/8" OVER 6'-O" AND NO NOT BE GREATER THAN 6" O.C. APART, U.O.N. PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK, INSPECT AREAS IN WHICH WORK WILL BE PERFORMED IF NECESSARY. JOINTS GREATER THAN 3/16", U.O.N. 18. ENGINEERING DOCUMENTS 16. EXISTING FINISHES PHOTOGRAPH EXISTING CONDITIONS TO STRUCTURE SURFACES, EQUIPMENT, OR TO SURROUNDING PROPERTIES WHICH COULD BE REFER TO ENGINEERING PLANS FOR ADDITIONAL NOTES AND SPECIFICATIONS. 17. PANEL BOARDS EXISTING FINISHES IN BUILDING SERVICE/CORE AREA TO REMAIN, U.O.N. MISCONSTRUCTED AS DAMAGE RESULTING FROM DEMOLITION WORK. FILE WITH OWNER PRIOR TO STARTING WORK. 18. DOOR DIMENSIONS CIRCUIT BREAKERS SHALL BE NEATLY TAGGED AND NUMBERED BY G.C. TO CORRESPOND WITH CIRCUITING OUTLINED ON ENGINEERING DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. 19. SUSPENDED CEILING GRID LAYOUT DRAWINGS. 17. WOOD ORIGINS: 12. PREPARATION CENTER FULL TILES IN ROOM IN BOTH DIRECTIONS DICATED ON DRAWINGS UNLESS DIMENSIONED OR NOTED OTHERWISE. ALL WOOD UTILIZED ON THE JOB (SOLID LUMBER AND TIMBER PANEL PRODUCTS PLUS FINISHED WOOD) SHALL ORIGINATE FROM REGIONAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT, ALL INTERIOR DOORS SHALL HAVE MIN.1'-6" CLEAR ON STRIKE/PULL SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO 18. DATA AND RECEPTACLES SOURCES AND FROM CERTIFIED AND SUSTAINABLE SOURCES (SUCH AS SUSTAINABLE FORESTRY INITIATIVE, CSA, FORESTRY STEWARDSHIP SETTLEMENT, OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED AND ADJACENT FACILITIES TO REMAIN. WORK SHALL BE DONE CLOSING OUT PARTITIONS. ALL EXTERIOR DOORS TO HAVE 2'-0" CLEAR ON STRIKE/PULL SIDE OF DOOR U.O.N. 2012 IBC MEANS OF EGRESS ILLUMINATION ALL WALL MOUNTED DATA AND VOICE RECEPTACLES TO HAVE 3/4" CONDUIT STUB UP AND TERMINATED 6" ABOVE HUNG CEILING. COUNCIL, OR AMERICAN TREE FARM SYSTEMS). UNDER THE SUPERVISION OF A LICENSED STRUCTURAL ENGINEER PROVIDED BY THE CONTRACTOR AT THE PROJECT SITE. 1006.1 Illumination required. 19. MILLWORK The means of egress, including the exit discharge, shall be 19. MILLWORK 18. ADHESIVES &SEALANTS: CONTRACTOR SHALL CEASE OPERATIONS AT HIS/HER DISCRETION AND NOTIFY OWNER AND BUILDING MANAGEMENT IMMEDIATELY IF ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY SLABS OR ABOVE 4-0 HEIGHT. THE G.C. SHALL COORDINATE ANY ELECTRICAL WORK OR LIGHTING INSTALLATION INTO CABINET WORK IF AND AS REQUIRED. THE VOC CONTENT OF ADHESIVES AND SEALANTS USED SHALL BE LESS THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST AIR QUALITY SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AS DIRECTED BY THE ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. illuminated at all times the building space served by the means of egress is occupied. MANAGEMENT DISTRICT (SCAQMD) RULE #1168, AND ALL SEALANTS USED AS FILLERS MUST MEET OR EXCEED THE REQUIREMENTS OF THE BAY CONTRACTORS LICENSED STRUCTURAL ENGINEER TO SAFELY SUPPORT THE STRUCTURE UNTIL A DETERMINATION IS MADE FOR 1006.2111umination level. 20. PULL STRINGS AREA AIR QUALITY MANAGEMENT DISTRICT REGULATION 8, RULE 51. CONTINUING THE WORK AS DIRECTED BY THE CONTRACTOR'S LICENSED STRUCTURAL ENGINEER. 20. WHERE NOT STATED IN THE SHEET SPECIFICATIONS AND THERE IS NO PROJECT MANUAL, AT A MINIMUM PROVIDE SHOP DRAWINGS FOR: G.C. TO PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT. - MILLWORK The means of egress illumination level shall not be less than 19. PAINT: TAKE PRECAUTIONS TO SUPPORT STRUCTURE UNTIL DETERMINATION IS MADE FOR CONTINUING OPERATIONS. CONTRACTOR IS SOLELY . DOORS/FRAMES/HARDWARE 1 foot-candle at the walking surface. 21. SLAB ON GRADE CONTRACTOR SHALL USE PAINT SPECIFIED BY ARCHITECT AND SHALL PROPERLY PREPARE ALL SURFACES TO RECEIVE ONE (1) PRIME COAT AND RESPONSIBLE FOR DEMOLITION MEANS AND METHODS. . GLAZING 1006.3 Illumination emergency power. WHERE FLOOR OUTLETS ARE SHOWN AT SLAB ON GRADE LOCATIONS, SAW CUT AND DEMO EXISTING SLAB AS REQUIRED FOR NEW WORK. FINISH COATS (MIN) OF PAINT IN COLOR SPECIFIED BY ARCHITECT." PROVIDE ADDITIONAL PREPARATION AND FINISH PAINT COATS AS REQUIRED B CARPET SEAMING DIAGRAM The power supply for means of egress illumination shall EXPOSE (E) SLAB REINFORCING 1'-0" MIN. BACK FROM EA. SAWCUT. PROVIDE NEW SLAB REINFORCING TO MATCH EXISTING. REPAIR AND PAINT MANUFACTURER. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION. 13. COVER AND PROTECT . FABRIC WRAPPED PANELS normally be provided by the premises' electrical supply. TAPE JOINTS AT VAPOR BARRIER WHERE ENCOUNTERED. PROVIDE CRUSHED AGGREGATE TO MATCH EXISTING. PROVIDE 3,000 PSI COVER AND PROTECT FURNITURE, EQUIPMENT AND FIXTURES, AND OTHER ITEMS TO REMAIN FROM SOILING OR DAMAGE WHEN . DEMOUNTABLE PARTITIONS In the event of power supply failure, an emergency electrical CONCRETE. FINISH TO MATCH EXISTING PER APPLICABLE ACI CRITERIA. 20. PAINT MANUFACTURE TO BE AS INDICATED ON THE FINISH SCHEDULE - NO SUBSTITUTIONS U.O.N. DEMOLITION WORK IS PERFORMED IN ROOMS OR AREAS FROM WHICH SUCH ITEMS HAVE BEEN REMOVED. . SPECIAL CONSTRUCTION system shall automatically illuminate the following areas: . 1. Aisles and unenclosed stairways of rooms that 22. ABANDONED CORE/FLOOR PENETRATIONS 21. EXTRA MATERIALS: 14. CLEAN UP 21. PATCH AND REPAIR require two or more means of egress. ALL ABANDONED CORE AND ABANDONED FLOOR PENETRATIONS THAT ARE NOT SCHEDULED TO BE REUSED ARE TO BE REMOVED. FLOOR TO FURNISH EXTRA MATERIALS DESCRIBED IN CONTRACT DOCUMENTS THAT ARE FROM THE SAME PRODUCTION RUN (BATCH MIX) AS MATERIALS AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREAS SHALL BE LEFT IN BROOMED AND CLEAN CONDITION. CARPETED AT ALL PERIMETER CONDITIONS WHERE DEMO OCCURS SHALL BE PATCHED AND REPAIRED. ALL EXISTING WALLS DAMAGED SHALL BE REPAIRED A 2. Corridors exitg BE REPAIRED AS REQUIRED PER UL AND LOCAL CODE. APPLIED AND ARE PACKAGED FOR STORAGE, IDENTIFIED WITH LABELS DESCRIBING CONTENTS. STORE IN LOCATION MAINTAINING AN AMBIENT AREAS TO BE LEFT IN A VACUUM CLEAN CONDITION. VINYL FLOORING SHALL BE DAMP MOPPED AT THE END OF EACH WORK DAY. ALL REQUIRED TO RECEIVE SCHEDULED FINISH. enclosures and exit passageways... 3. Exterior egress components... TEMPERATURE OF NOT LESS THAN 45 DEGREES F. DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED AT THE END OF EACH WORK DAY. 4. Interior exit discharge elements... 23. EXISTING LIFE SAFETY DEVICES -QUANTITY: FURNISH AN ADDITIONAL (5) PERCENT OF EACH MATERIAL AND COLOR SPECIFIED. 22. GYPSUM WALLBOARD ASSEMBLIES: 5. Exterior landings.,.. for exit discharge doorways... GENERAL CONTRACTOR TO COORDINATE LOCATIONS OF EXISTING LIFE SAFETY DEVICES WITH ENGINEERING AND ARCHITECTURAL PLANS AND 15. FREIGHT ELEVATOR WHERE LOCAL GREEN BUILDING ORDINANCE DOES NOT DICTATE TO THE CONTRARY AND LEED CERTIFICATION IS NOT REQUIRED BY THE OWNER; FURNITURE AND WALL MOUNTED EQUIPMENT. ALL DEVICES THAT ARE IN CONFLICTS WITH CONSTRUCTION DOCUMENTS, FURNITURE AND . DEBRIS REMOVAL MUST BE PERFORMED USING THE FREIGHT ELEVATOR. CONTACT THE BUILDING MANAGEMENT OFFICE TO OBTAIN STEEL FRAMING: MINIMUM RECYCLED CONTENT SHALL INCLUDE 50% POST -CONSUMER RECYCLED CONTENT LAMINATING ADHESIVE: ADHESIVE OF WALL MOUNTED EQUIPMENT ARE TO BE RELOCATED, NOTIFY ARCHITECTS IN WRITING TO CONFIRM NEW LOCATION PRIOR TO RELOCATION OF SCHEDULE FOR THE USE OF THE FREIGHT ELEVATOR PRIOR TO SUBMITTING BID. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN JOINT COMPOUND RECOMMENDED FOR DIRECTLY ADHERING GYPSUM PANELS TO CONTINUOUS SUBSTRATE. ADHESIVES SHALL HAVE A VOC 2012 IBC MEANS OF EGRESS ILLUMINATION DEVICES. ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. CONTENT OF 50 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 1006.3.1 Illumination level under emergency power. . GYPSUM WALLBOARD: RECYCLED CONTENT SHOULD BE A PRIORITY, LOCALLY MANUFACTURED PRODUCTS SHALL BE SOURCED WHERE POSSIBLE. Emergency lighting facilities shall be arranged to provide 24. ENGINEERING DOCUMENTS . 16. EXISTING ELECTRICAL initial illumination that is at least an average of 1 foot-candle REFER TO ENGINEERING PLANS FOR ADDITIONAL NOTES AND SPECIFICATIONS. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC. TO THEIR SOURCE AS and a minimum at any point of 0.1 foot-candle measured REQUIRED. ALL EXISTING FLOOR MOUNTED OUTLETS, WHERE NOTED TO BE REMOVED OR RELOCATED, SHALL BE CAPPED OFF TO THE along the path of egress at floor level. Illumination levels NEAREST JUNCTION BOX. FILL AND LEVEL FLOOR TO ACCEPT NEW FLOOR COVERING. REMOVAL OF ANY EQUIPMENT, CABLING shall be permitted to decline to 0.6 foot-candle at the end of SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES, the emergency lighting time duration. A maximum -to - SERVICE OWNER, OR TENANT DATA/COMMUNICATIONS REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS. minimum illumination uniformity ration of 40 to 1 shall not 17. PATCHING be exceeded. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS, OR TENANT SPACES, REFINISH TO MATCH EXISTING DOOR NOTES R I N KLE R NOTES HARDWARE NOTES MILLWORK NOTES . ADJACENT FINISH, OR AS NOTED HEREIN. 18. PIPES AND VENTS 1. DOOR SCHEDULE 1. LAYOUT 1. LOCKSETS 1. BLOCKING REMOVE TO SOURCE ALL ANCILLARY PIPES, VENTS, APPLIANCES AND DRAINS SCHEDULED FOR DEMOLITION. WHERE APPLICABLE, CAP REFER TO DOOR SCHEDULE FOR ALL DOOR/HARDWARE SPECIFICATIONS. SEE DESIGN BUILD ENGINEERING DRAWINGS FOR LOCATION OF RISERS, MAINS, HEADS, BRANCH PIPING, ETC., AND ALL WORK REQUIRED TO ALL LOCKSETS SHALL HAVE LIPS OF SUFFICIENT LENGTH TO CLEAR TRIM AND PROTECT CLOTHING. ALL BLOCKING REQUIRED SHALL BE SCRIBED TO WALL OR CEILING, G.C. TO CHECK JOB PROGRESS AND COORDINATE WITH OTHER TRADES AT RISER AND FIRESAFE PER UL EXISTING PENETRATIONS. COMPLETE THIS PROJECT. SUBMIT PLANS TO OWNER AND OBTAIN THEIR REVIEW PRIOR TO COMMENCEMENT OF ANY SPRINKLER WORK. INVOLVED. G.C. IS RESPONSIBLE FOR ALL BLOCKING REQUIRED; UNDER NO CIRCUMSTANCES WILL "EXTRA" WORK BE AUTHORIZED FOR EXTRA 19. FLOORING 2. FIELD MEASURE PROVIDE ACCESS PANELS WHERE REQUIRED, COORDINATE LOCATIONS WITH ARCHITECT PRIOR TO START OF WORK. 2. COORDINATION BLOCKING. REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES AND DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS, FIELD MEASURE FLOOR TO CEILING DOORS FOR PROPER FIT. GENERAL CONTRACTOR TO COORDINATE HARDWARE PURCHASE, SPECIFICATION, AND INSTALLATION WITH BUILDING MANAGEMENT. OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 2. FIRE WATCH 2. SHOP DRAWINGS 3. SLOPE G.C. SHALL BE RESPONSIBLE FOR TEMPORARY FIRE WATCH AND ALL PROTECTIVE MEASURES REQUIRED BY OWNER WHEN SYSTEM IS MADE 3. KEYING THE G.C. SHALL SUBMIT SHOP DRAWINGS AND SAMPLES TO THE ARCHITECT FOR REVIEW. 20. WALL COVERING EXTERIOR LEVEL LANDING MAY SLOPE UP TO 1/4" PER FOOT MAX. IN ANY DIRECTION FOR SURFACE DRAINAGE. INACTIVE TO ACCOMMODATE SPRINKLER WORK. KEYING OF CYLINDER LOCKS SHALL BE COORDINATED WITH THE OWNER; FOR ESTIMATE USE GRANDMASTER KEYING CHARGE. UNDER OWNER'S SHOULD PAPER LAYER OF EXISTING GYP BD BE DAMAGED, REMOVE AND REPLACE EXISTING GYP BD AT SCHEDULED WALL COVERING DIRECTION, KEY TO NEW OR EXISTING SYSTEM TO BE APPROVED BY OWNER'S REPRESENTATIVE IN WRITING. FURNISH CONSTRUCTION KEY 3. FIELD CONDITIONS REMOVAL, LOCATIONS. 4. THRESHOLDS 3. TESTS AND INSPECTIONS SYSTEM WITH KEYS WHICH CAN BE RENDERED INOPERATIVE BY THE TURN OF THE CHANGE KEY. STAMP ALL KEYS "DO NOT DUPLICATE". FOR PRIOR TO THE START OF FABRICATION, THE G.C. SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND SHALL BE 6 PERMIT ISSUE 06/02/2015 THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. BEVEL (1:2 MAX. SLOPE) WHERE G.C. SHALL BE RESPONSIBLE FOR ALL FINAL TESTS AND INSPECTIONS OF COMPLETED WORK REQUIRED BY THE OWNER PRIOR TO OCCUPANCY PROTECTION OF THE OWNER, ALL LOCKS AND CYLINDERS SHALL BE KEYED AT THE FACTORY OF THE LOCK MANUFACTURER WHERE PERMANENT RESPONSIBLE FOR SAME. 4 ISSUED FOR PRICING 3 05/15/2015 21. DEMOLITION THE THRESHOLD EXCEEDS 1/4" IN HEIGHT. OF SPACE. G.C. SHALL PROPERLY TEST AND INSPECT EXISTING SPRINKLER SYSTEM PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFY RECORDS ARE MAINTAINED. 2 PROGRESS / REVIEW ISSUE 01/16/2015 RED S REQUIRED. 4. JOINERY DEMOLITION 15 NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF 1 ISSUED FOR PRICING 01/12/2015 DEMOLITION REQUIRED TO COMPLETE THE WORK HEREIN. IF QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL IN ACCORDANCE 5. DOOR OPENINGS BUILDING OWNER AND ARCHITECT IMMEDIATELY IF REPAIR WORK OF EXISTING SPRINKLER SYSTEM I4. HINGES WHERE MEMBERS ARE MITERED OR BUTTED, THEY SHALL BE JOINED AND SECURED IN A MANNER TO INSURE AGAINST THE JOINT OPENING. WITH THE CONTRACT DOCUMENTS, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN 41, OF ADJOINING PARTITION, U.O.N. 4. TEMPORARY DISCONNECT FURNISH TWO PAIR HINGES PER LEAF, U.O.N. FURNISH HINGES WITH STAINLESS STEEL PINS AND CONCEALED BEARINGS. SIZE LISTED IN 6. GLASS G.C. SHALL COORDINATE ARRANGEMENTS FOR TEMPORARY DISCONNECT AND RECONNECT OF FIRE SYSTEMS WITH OWNER. HARDWARE SETS INDICATE HEIGHT. 5. FABRICATION Delta Issue No. Description Date 22. STAIRWAYS ALL OF THE WORK SHALL BE FABRICATED, ASSEMBLED, FINISHED, AND ERECTED IN THE BEST METHOD KNOWN TO THE CABINET TRADE. STAIRWAYS MUST REMAIN ACCESSIBLE INCLUDING A CLEAR PATH OF EGRESS AT ALL TIMES DURING DEMOLITION. ALL GLASS IN DOORS SHALL BE TEMPERED SAFETY GLASS, U.O.N. 5. PERMITS AND APPROVALS 5. SILENCERS SURFACES SHALL BE TRUE, STRAIGHT, AND FREE FROM ALL MACHINE AND TOOLS MARKINGS, BRUISES, INDENTATIONS, CHIPS, OR ABRASIONS. G.C. SHALL BE RESPONSIBLE FOR OBTAINING PERMITS AND APPROVALS REQUIRED BY BUILDING INSPECTORS AND FIRE MARSHAL IN FURNISH SILENCERS FOR ALL INTERIOR FRAMES: 3 FOR SINGLE DOORS, 4 FOR PAIR OF DOORS. OMIT WHERE SOUND OR LIGHT SEAL OCCURS. 23. GRAPHICS 7. HOLLOW METAL DOORS CONJUNCTION WITH CHANGES TO EXISTING SPRINKLER SYSTEM. 6. FIELD VERIFICATION REMOVE EXISTING SIGNAGE/GRAPHICS AND STORE FOR RE -USE WHERE APPLICABLE. HOLLOW METAL DOORS SHALL BE FINISHED WITH SEMI -GLOSS PAINT. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 6. LOCKS IT SHALL BE THE G.C.'S RESPONSIBILITY TO HAVE EXAMINED THE JOB SITE IN CONJUNCTION WITH THE PROJECT DOCUMENTS SO AS TO BE 6. LOCATIONS LOCK TO BE 38" FROM BOTTOM OF DOOR TO CENTER OF LEVER U.N.O. SATISFIED AS TO THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED, INCLUDING SUCH MATTERS AS UNLOADING FACILITIES, I N T E R I O R 24. FIRE AND LIFE SAFETY SYSTEM 8. EXIT CORRIDORS ALL SPRINKLER HEADS (BUILDING STANDARD TYPE) UNLESS NOTED OTHERWISE, SHALL BE INSTALLED IN THE CENTER OF CEILING TILES. ANY LOCATIONS AND SIZES OF ELEVATORS, EQUIPMENT, OR FACILITIES NEEDED PRELIMINARY TO AND DURING THE WORK, AND OTHER CONDITIONS NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX, OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED DOORS OPENING INTO REQUIRED EXIT CORRIDORS DO NOT RESTRICT THE REQUIRED WIDTH WHEN OPENED IN ANY POSITION. DEVIATION TO THIS NOTE MUST BE REVIEWED WITH BUILDING OWNER PRIOR TO PROCEEDING WITH WORK. PROVIDE CONCEALED HEADS AT ALL INSTALLATION: WHICH MAY AFFECT THE WORK. WIRING, SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC GYP. BD. CEILINGS. CENTER HEADS WITH ADJACENT DEVICES AT GYPSUM BOARD CEILING IN PUBLIC AREAS SUCH AS LOBBIES, RECEPTIONS, A. INSTALL EACH HARDWARE ITEM PER MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. DO NOT INSTALL SURFACE MOUNTED ADDRESS SPEAKERS, AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST 9. DOOR SWINGS AND CONFERENCE ROOMS. THESE DEVICES INCLUDE BUT NOT LIMITED TO SPEAKERS, EXIT SIGNS, SMOKE DETECTORS, MOTION SENSORS, AND ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE. SET UNITS LEVEL, PLUMB, AND TRUE TO LINE AND LOCATION. ADJUST AND 7. PROTECTION ARCHITECTS PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ALL DOORS REQUIRED AS EXITS SHALL SWING IN THE DIRECTION OF TRAVEL. ACCESS PANELS. REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. THE G.C. SHALL MAINTAIN REASONABLE PROTECTION TO SAFEGUARD HIS WORK FROM DAMAGE AND TO PROTECT BUILDING OWNER'S IA ITS INTENDED PURPOSE. PROPERTY FROM INJURY OR LOSS ARISING IN CONNECTION WITH ALL PROJECT WORK. B. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. 25. CONSTRUCTION WASTE MANAGEMENT: 10. WOOD SPECIES FOR DOOR FACINGS REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY. 8. GUARANTEE WHERE LOCAL GREEN BUILDING ORDINANCE DOES NOT DICTATE TO THE CONTRARY AND LEED CERTIFICATION IS NOT REQUIRED BY THE PROVIDE DOORS MADE WITH ADHESIVES AND COMPOSITE WOOD PRODUCTS WHERE POSSIBLE THAT DO NOT CONTAIN UREA FORMALDEHYDE. 7. FAILSAFE THE G.C. SHALL DEFECT DUE TO IMPROPER GUARANTEEWORKMANSHIPTHATLMATERIALS AND N WORKMANSHIP DISCOVERED HALLND BE OF THEADE QUALITY SONEIFIED AND SHOWN FROM THE DATEAND THAT ANY OWNER; 11. WOOD ORIGINS: ALL ELECTRONIC HARDWARE SHALL BE FAILSAFE AND TIED INTO THE LIFE SAFETY SYSTEM. SEE DOOR SCHEDULE, HARDWARE GROUPS AND SUBSTANTIAL COMPLETION OF THE INSTALLATION SHALL BE REPAIRED OR REPLACED WITH REASONABLE PROMPTNESS WITHOUT ADDITIONAL • REDIRECT CONSTRUCTION, DEMOLITION &PACKAGING DEBRIS TO SOURCES OTHER THAN LANDFILL. ALL WOOD UTILIZED ON THE JOB (SOLID LUMBER AND TIMBER PANEL PRODUCTS PLUS FINISHED WOOD) SHOULD ORIGINATE FROM REGIONAL SEQUENCE OF OPERATION FOR COMPLETE OPERATION. COST. ARCHITECT WILL GIVE NOTICE OF SUCH OBSERVED DEFECTS WITH REASONABLE PROMPTNESS. • STRATEGIES MAY INCLUDE: REDIRECT PACKAGING DEBRIS BACK THE MANUFACTURER. SOURCES AND FROM CERTIFIED AND SUSTAINABLE SOURCES (SUCH AS SUSTAINABLE FORESTRY INITIATIVE, CSA, FORESTRY STEWARDSHIP • • DONATE SALVAGEABLE MATERIALS TO A RECLAMATION SITE OR NON-PROFIT CHARITY SUCH AS HABITAT FOR HUMANITY. COUNCIL, OR AMERICAN TREE FARM SYSTEMS). 8. ELECTRONIC HARDWARE 9. INSTALLATION 1001 4TH AVENUE SUITE 440 • DESIGNATE RECYCLING AREAS DURING DEMOLITION AND CONSTRUCTION. ALL EXIT DOORS SCHEDULED WITH ELECTRONIC HARDWARE SHALL UNLOCK UPON THE ACTUATION OF A LIFE SAFETY DEVICE. ALL DOORS G.C. SHALL SHIM AND LEVEL COUNTERTOPS ABOVE FILES AFTER FILES ARE INSTALLED BY OTHERS. FILES IN OPERATIONS AREA TO BE • IDENTIFY CONSTRUCTION HAULERS & RECYCLERS TO HANDLE THE DESIGNATED MATERIALS AS INTENDED. 12. ADHESIVES & SEALANTS: REQUIRED AS EXITS WITH ELECTRONIC HARDWARE UNLOCK UPON THE LOSS OF POWER CONTROLLING THE LOCK OR LOCK MECHANISM. ALL SHIMMED AND SECURED TO MILLWORK AFTER THEY ARE SET IN PLACE. G.C. TO LEVEL FLOOR UNDER FILES IN ALL AREAS WHERE FILES ARE S EATTLE WAS H I N GTO N 98154 • CONTACT A REGIONAL CARPET RECLAMATION FACILITY FOR SALVAGE OF CARPETING THE VOC CONTENT OF ADHESIVES AND SEALANTS USED SHALL BE LESS THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST AIR DOORS REQUIRED AS EXITS WITH ELECTRONIC HARDWARE SHALL HAVE THE CAPABILITY OF BEING UNLOCKED BY A SIGNAL FROM THE FIRE GANGED OR INSTALLED BELOW FIXED CABINETRY. (PLASTIC LAMINATED SHIMS AS REQUIRED AT FILE CABINET AREA). ' QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1168, AND ALL SEALANTS USED AS FILLERS SHALL MEET OR EXCEED THE REQUIREMENTS COMMAND CENTER IN HIGHRISE BUILDINGS WHERE APPLICABLE. SEE DOOR SCHEDULE, HARDWARE GROUPS AND SEQUENCE OF OPERATION TEL 206-264-9195 FAX 206-624-1525 26. THERMOSTATS OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT REGULATION 8, RULE 51. FOR COMPLETE DESCRIPTION. 10. FINISH IN PARTITIONS TO BE REMOVED, ALL THERMOSTATS CONTROLS TO BE TAGGED FOE RELOCATION. GENERAL CONTRACTOR TO REQUEST ALL MILLWORK SHALL RECEIVE FINAL FINISH AT THE SHOP OR FACTORY PRIOR TO DELIVERY. G.C. SHALL PROTECT ALL FINISHED AND IN WRITING FOR REVISED CONTROL LOCATIONS PRIOR TO COMPLETION OF CONSTRUCTION. 9. DELAYED EGRESS ELECTRIC HARDWARE INSTALLED MILLWORK FROM DAMAGE BY OTHER TRADES. DAMAGED OR DEFECTIVE MILLWORK SHALL BE REPLACED BY THE G.C. AT HIS EMERGENCY LIGHTING AND AUDIBLE ALARM SHALL BE PROVIDED AT ALL DOORS REQUIRED AS EXITS WITH DELAYED EGRESS ELECTRIC EXPENSE. 27. PROJECTS LOCATED IN NEW YORK CITY HARDWARE. ALARM SHALL NOTIFY TENANT FLOOR AND CUSTOMER'S BURGLAR ALARM SYSTEM. ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND DEMOLITION AND SURPLUS BUILDING MATERIALS SHALL BE SORTED AND RECYCLED IN COMPLIANCE WITH NEW YORK CITY 11. COORDINATION WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE 10. DOOR HANDLES MILLWORK CONTRACTOR TO COORDINATE LOCATION OF ELECTRICAL, TELEPHONE, AND COMMUNICATIONS OUTLETS AND INSTALL GROMMETS IN THE WRITTEN CONSENT oP THE ARCHITECT. ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT CONSTRUCTION WASTE MANAGEMENT REQUIREMENTS. ALL DOORS WITH LOCK SETS AND LATCH SETS SHALL HAVE A LEVER HANDLE. COUNTERTOP SURFACES AS REQUIRED TO CONCEAL CABLES. THE Rrl 11. MOUNTING HEIGHTS 12. SHELVING HAND -ACTIVATED DOOR OPENING HARDWARE MUST BE MOUNTED BETWEEN 30 AND 44 INCHES ABOVE FINISH FLOOR. NO LINBRACED LENGTH OF SHELVING AND OR COUNTER WORK SHALL EXCEED 3'-0" WITHOUT ADDITIONAL SUPPORTS AND OR BLOCKING. ALL END CONDITIONS SHALL BE PROPERLY BLOCKED AND OR SUPPORTED. 12. DOOR HARDWARE DOOR HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE (LEVER OR PUSH 13. OVERHEAD CABINETS TYPE IS ACCEPTABLE PER LOCAL JURISDICTION CODE DEFINED CRITERIA) ALL BLOCKING AND WOOD CLEATS FOR OVERHEAD CABINETS TO BE SCREWED AND SECURED TO FULL HEIGHT OR BRACED CEILING HEIGHT Drawn: Author Check: Checker Owner Approval: METAL STUDS AND WOOD GROUNDS. 13. CARD READERS CARD READER DEVICES TO BE PROVIDED AS REFERENCED IN DOOR SCHEDULE. ALL DEVICES AND INSTALLATION SHALL COMPLY WITH ALL 14. WOOD ORIGINS: Job No: 21 BECU.0002.000 Scale: 1/8" = 1'-0" APPLICABLE BUILDING CODES. SEE DOOR SCHEDULE, HARDWARE GROUPS AND SEQUENCE OF OPERATION FOR COMPLETE DESCRIPTION. ALL WOOD UTILIZED ON THE JOB (SOLID LUMBER AND TIMBER PANEL PRODUCTS PLUS FINISHED WOOD) SHALL ORIGINATE FROM REGIONAL SOURCES AND FROM CERTIFIED AND SUSTAINABLE SOURCES (SUCH AS SUSTAINABLE FORESTRY INITIATIVE, CSA, FORESTRY STEWARDSHIP COUNCIL, OR AMERICAN TREE FARM SYSTEMS). - 15. ADHESIVES & SEALANTS: THE VOC CONTENT OF ADHESIVES AND SEALANTS USED SHALL BE LESS THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1168, A S�SH S LL MEET OR EXCEED THE REQUIREMENTSOF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT REGTZ L� �pIIANCE DI I ov 0 APPROVED RECEIVED . . JUL 2 9 2015 CITY OF TUKWILA Title: M . JUN 022015 City of Tukwila BUILDING DIVISION! PERMIT CENTER Sheet:ANIIIIIIIIINZOO EXITING LEGEND NEW CONSTRUCTION OCCUPANCY TYPE - EXISTING CONSTRUCTION TO REMAIN ASSEMBLY PR NEW 1 HR FIRE RESISTANT RATED PARTITION ❑ B-OFFICE NEW 2HR FIRE RESISTANT RATED PARTITION -� EXISTING 1 HR FIRE RESISTANT RATED PARTITION ELEVATOR EXISTING 2HR FIRE RESISTANT RATED PARTITION NEW MILLWORK WITH OVERHEAD CABINETS IDF/MECH/EQUIP/STORAGE o v EXIT ACCESS (TRAVEL DISTANCE): LESS THAN 300 FEET IN SPRINKLERED BUILDING (INCLUDES STAIR 'COMMON PATH OF EGRESS' DISTANCE) - - - - - - - - COMMON PATH OF EGRESS: LESS THAN 100 FEET IN SPRINKLERED BUILDING FE FIRE EXTINGUISHER FEG FIRE EXTINGUISHER CABINET CR CARD READER FPR FIRE PROTECTION RISER CABINET O.L. = OCCUPANT LOAD EXISTING FIRE HOSE CABINET EXIT/ACCESS TO EXIT OCCUPANT LOAD CALCULATIONS OCCUPANCY SCHEDULE -FLOOR 1 OCCUPANCY AREA LOAD FACTOR OCCUPANT LOAD DOOR EXIT WIDTH FACTOR REQ. EXIT WIDTH FACTOR STAIR EXIT WIDTH FACTOR REQ. EXIT STAIR WIDTH Level 1 - 738 SF 0 0.0 0 0.00 0 0.00 A 1420 SF 1:15 94.6 0.2 18.93 0.3 28.39 B 26648 SF 1:100 266.5 0.2 53.30 0.3 79.94 S 4240 SF 1:300 14.1 0.2 2.83 0.3 4.24 33045 SF 375.3 75.05 112.58 Grand total 33045 SF 375.3 75.05 112.58 "A" IS 1420 SF.1420/33045= .04<10% OF 33045 HENCE "A" OCCUPANCY IN THIS SPACE IS ACCESSORY USAGE OF "B". PER SECTION XXXXX, NO OCCUPANCEY SEPERATION REQUIRED. OCCUPANCY CLASSIFICATION -FIXTURE COUNT LOAD FACTORS _B (MALE AND FEMALE)1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50 _S (MALE AND FEMALE)1 PER 100 _A-3 (MALE)1 PER 125 (FEMALE)WATER CLOSETS 1 PER 65, LAVATORIES BOTH 1 PER 200 PLUMBING FIXTURE REQUIREMENT OCCUPANCYLOAD FLOOR B A3 S1 1 266.5 94.6 14.1 2 213.9 185.7 3 240.7 4 236.2 5 200.2 10.5 6 164.5 91.1 FIXTURES REQUIRED WC TOTAL 1322 (661 PER GENDER) 1 ST FLOOR/2=47.3 1 ST FLOOR =1 MALE(2+(661-50)/50)=14.22 MALE(47.3/125)=.378 FEMALE(2+(661-50)/50)=14.22 FREMALE(47.3/65)=.728 2ND FLOOR/2=92.9 5TH FLOOR = 1 MALE(92.9/125) =.743 FREMALE(92.9/65) =1.429 6TH FLOOR/2=45.6 MALE(45.6/125)=.743 FREMALE 45.6/65 =.701 LAVS TOTAL 1322 (661 PER GENDER) 1ST FLOOR/2=47.3 1ST FLOOR =1 MALE(2+(661-80)/80)=9.26 MALE(47.3/200)=.237 FEMALE(2+(661-80)/80)=9.26 FREMALE(47.3/200)=.237 2ND FLOOR/2=92.9 5TH FLOOR =1 MALE(92.9/200)=.465 FREMALE (92.9/200) =.465 6TH FLOOR/2=45.6 MALE (45.6/200) =.273 FREMALE 45.6/200 =.273 TOTAL FIXTURES REQUIRED WC MALE 15 3 1 19 FEMALE 15 4 1 20 LAVS MALE 10 3 1 14 FEMALE 10 3 1 14 FIXTURES PROPOSED/ WC MALE 19 EXISTING FEMALE 20 LAVS MALE 14 FEMALE 14 SHEET NOTES 1. WHERE EXISTING RATED CONSTRUCTION IS SHOWN TO REMAIN, CONCEALED CONDITIONS ARE OFTEN ENCOUNTERED PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR IS REQUESTED TO CONFIRM AS - BUILT FIELD CONDITIONS AS DOCUMENTED. SHOULD UPGRADE TO EXISTING RATED ASSEMBLIES BE REQUIRED, CONTRACTOR TO INFORM ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK. 2. 2ND FLOOR ONLY: NO SEPARATION OF OCCUPANCIES IS REQUIRED PER 2012 IBC 508.3 NONSEPARATION OCCUPANCIES. EXISTING BUILDING CONSTRUCTION TYPE IS 1 B. PER TABLE 503. A3 OCCUPANCY HAS UNLIMITED ALOWABLE FLOOR AREA PER FLOOR. HENCE NO SEPAERATION BETWEEN A3 AND B. 3. NO STORAGE OR USE OF FLAMMABLE OR COMBUSTIBLE LIQUIDS, CUTTING OR WELDING OPERATIONS, ROOFING OPERATIONS OR USE OF FLAMMABLE GAS FOR TEMPORARY HEATING OR DRYING SHALL BE CONDUCTED ON ANY CONSTRUCTION SITE WITHOUT FIRST HAVING OBTAINED A SPECIFIC PERMIT FROM THE TUKWILA FIRE DEPARTMENT FOR THESE HAZARDOUS ACTIVITIES. THIS INCLUDES DEMOLTION WORK. PLEASE CALL (206) 575-4407 FOR TUKWILA FIRE DEPARTMENT PERMIT INFORMATION AND APPLICATION. 4. EGRESS, FIRE PROTECTION SYSTEMS AND EMERGENCY ACCESS SHALL MEET THE REQUIREMENTS OF THE 2012 INTERNATIONAL FIRE CODE, DURING CONSTRUCTION. CONTRACTOR MATERIALS AND ACTIVITIES SHALL NOT BLOCK ANY EXIT, RESTRICT EMERGENCY ACCESS, OR IMPAIR FIRE SEPARATION IN ANY BUILDING WHILE THE BUILDING IS OCCUPIED, INCLUDING DEMOLITION WORK AND APPLIES BOTH TO OTHER PORTIONS OF THE BUILDING AND NEIGHBORING BUILDINGS. RECEIVED KEY NOTES E01 POST SIGN INDICATING MAXIMUM OCCUPANT LOAD. 2012 IBC: MEANS OF EGRESS PERMIII CENTER PER IBC 2012:1008.1.9.8 ACCESS CONTROLLED EGRESS DOORS. THE ENTRANCE DOORS IN THE "MEANS OF EGRESS" IN BUILDINGS WITH AN OCCUPANCY IN GROUP A, B, E, 1-2, M, R-1 OR R-2 AND DOORS TO TENANT SPACES IN GROUP A, B, E, 1-2, M, R-1 OR R-2 ARE PERMITTED TO BE EQUIPPED WITH AN APPROVED ENTRANCE AND EGRESS ACCESS CONTROL SYSTEM WHICH SHALL BE INSTALLED IN ACCORDANCE WITH ALL OF THE FOLLOWING CRITERIA: 1. A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE ARRANGED TO DETECT AN OCCUPANT APPROACHING THE DOORS. THE DOORS SHALL BE ARRANGED TO UNLOCK BY A SIGNAL FROM OR LOSS OF POWER TO THE SENSOR. 2. LOSS OF POWER TO THAT PART OF THE ACCESS CONTROL SYSTEM WHICH LOCKS THE DOORS SHALL AUTOMATICALLY UNLOCK THE DOORS. 3. THE DOORS SHALL BE ARRANGED TO UNLOCK FROM A MANUAL UNLOCKING DEVICE LOCATED 40" TO 48" VERTICALLY ABOVE THE FLOOR AND WITHIN T OF THE SECURED DOORS. READY ACCESS SHALL BE PROVIDED TO THE MANUAL UNLOCKING DEVICE AND THE DEVICE SHALL BE CLEARLY IDENTIFIED BY A SIGN THAT READS "PUSH TO EXIT." WHEN OPERATED, THE MANUAL UNLOCKING DEVICE SHALL RESULT IN DIRECT INTERRUPTION OF POWER TO THE LOCK- INDEPENDENT OF THE ACCESS CONTROL SYSTEM ELECTRONICS - AND THE DOORS SHALL REMAIN UNLOCKED FOR A MINIMUM OF 30 SECONDS. 4. ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM SHALL AUTOMATICALLY UNLOCK DOORS AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM SYSTEM HAS BEEN RESET. 5. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM SHALL AUTOMATICALLY UNLOCK THE DOORS. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM SYSTEM HAS BEEN RESET. 6. ENTRANCE DOORS IN BUILDINGS WITH AN OCCUPANCY IN GROUP A, B, E OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEND TO THE GENERAL PUBLIC. 7. THE ACCESS CONTROL SYSTEM SHALL BE LISTED OR SHALL BE COMPRISED OF APPROVED COMPONENTS. 9400 1 ^AkCIISTERED FR E? P1ILLER STA OF WHSNINvT�'� 6 PERMIT ISSUE 06/02/2015 Delta Issue No. Description Date AI NT E R IOR ARCHITECTS S E A T T I_ 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 2 m N 0 1 2ND FLOOR - EXIT DIAGRAM 1 /8" = 1'-0" EXITING LEGEND NEW CONSTRUCTION I r --_-- --T_::.::::_ : s -_-_ ----------------- EXISTING CONSTRUCTION TO REMAIN NEW 1 HR FIRE RESISTANT RATED PARTITION NEW 2HR FIRE RESISTANT RATED PARTITION - - EXISTING 1 HR FIRE RESISTANT RATED PARTITION -- -- -r-- } - EXISTING 2HR FIRE RESISTANT RATED PARTITION NEW MILLWORK WITH OVERHEAD CABINETS eeeeeeeeeeeeeeeeeeeeee EXIT ACCESS (TRAVEL DISTANCE): LESS THAN 300 FEET IN SPRINKLERED BUILDING (INCLUDES 'COMMON PATH OF EGRESS' DISTANCE) - - - - - - - - COMMON PATH OF EGRESS: LESS THAN 100 FEET IN SPRINKLERED BUILDING FE FIRE EXTINGUISHER FED FIRE EXTINGUISHER CABINET CR CARD READER FPR FIRE PROTECTION RISER CABINET O.L. =OCCUPANT LOAD _ EXISTING FIRE HOSE CABINET EXIT/ACCESS TO EXIT OCCUPANCY TYPE ASSEMBLY F-1 B-OFFICE ELEVATOR T STAIR OCCUPANT LOAD CALCULATIONS OCCUPANCY SCHEDULE - FLOOR 2 OCCUPANCY AREA LOAD FACTOR OCCUPANT LOAD DOOR EXIT WIDTH FACTOR REQ. EXIT WIDTH FACTOR STAIR EXIT WIDTH FACTOR REQ. EXIT STAIR WIDTH Level 2 - 1099 SF 0 0.0 0 0.00 0 0.00 A 2785 SF 1:15 185.7 0.2 37.14 0.3 55.71 B 21393 SF 1:100 213.9 0.2 42.79 0.3 64.18 25277 SF 399.6 79.92 119.88 Grand total 25277 SF 399.6 79.92 119.88 OCCUPANCY CLASSIFICATION -FIXTURE COUNT LOAD FACTORS B (MALE AND FEMALE)1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50 _S (MALE AND FEMALE)1 PER 100 A-3 (MALE)1 PER 125 (FEMALE)WATER CLOSETS 1 PER 65, LAVATORIES BOTH 1 PER 200 PLUMBING FIXTURE REQUIREMENT OCCUPANCY LOAD FLOOR B A3 S1 1 266.5 94.6 14.1 2 213.9 185.7 3 240.7 4 236.2 5 200.2 10.5 6 164.5 91.1 FIXTURES REQUIRED WC TOTAL 1322 (661 PER GENDER) 1 ST FLOOR/2=47.3 1 ST FLOOR =1 MALE(2+(661-50)/50)=14.22 MALE(47.3/125)=.378 FEMALE (2 + (661-50)/50) = 14.22 FREMALE(47.3/65)=.728 2ND FLOOR/2=92.9 5TH FLOOR =1 MALE(92.9/125) =.743 FREMALE(92.9/65) =1.429 6TH FLOOR/2=45.6 MALE(45.6/125) =.743 FREMALE 45.6/65 =.701 LAVS TOTAL 1322 (661 PER GENDER) 1ST FLOOR/2=47.3 1ST FLOOR =1 MALE(2 + (661-80)/80) = 9.26 MALE(47.3/200)=.237 FEMALE(2 + (661-80)/80) =9.26 FREMALE(47.3/200)=.237 2ND FLOOR/2=92.9 5TH FLOOR =1 MALE(92.9/200) =.465 FREMALE (92.9/200) =.465 6TH FLOOR/2=45.6 MALE(45.6/200) =.273 FREMALE 45.6/200 =.273 TOTAL FIXTURES REQUIRED WC MALE 15 3 1 19 -- FEMALE 15 4 1 20 LAVS MALE 10 3 1 14 FEMALE 10 3 1 14 FIXTURES PROPOSED/ WC MALE 19 EXISTING FEMALE 20 LAVS MALE 14 FEMALE 14 SHEET NOTES 1. WHERE EXISTING RATED CONSTRUCTION IS SHOWN TO REMAIN, CONCEALED CONDITIONS ARE OFTEN ENCOUNTERED PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR IS REQUESTED TO CONFIRM AS - BUILT FIELD CONDITIONS AS DOCUMENTED. SHOULD UPGRADE TO EXISTING RATED ASSEMBLIES BE REQUIRED, CONTRACTOR TO INFORM ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK. 2. 2ND FLOOR ONLY: NO SEPARATION OF OCCUPANCIES IS REQUIRED PER 2012 IBC 508.3 NONSEPARATION OCCUPANCIES. EXISTING BUILDING CONSTRUCTION TYPE IS 1 B. PER TABLE 503. A3 OCCUPANCY HAS UNLIMITED ALOWABLE FLOOR AREA PER FLOOR. HENCE NO SEPAERATION BETWEEN A3 AND B. 3. NO STORAGE OR USE OF FLAMMABLE OR COMBUSTIBLE LIQUIDS, CUTTING OR WELDING OPERATIONS, ROOFING OPERATIONS OR USE OF FLAMMABLE GAS FOR TEMPORARY HEATING OR DRYING SHALL BE CONDUCTED ON ANY CONSTRUCTION SITE WITHOUT FIRST HAVING OBTAINED A SPECIFIC PERMIT FROM THE TUKWILA FIRE DEPARTMENT FOR THESE HAZARDOUS ACTIVITIES. THIS INCLUDES DEMOLTION WORK. PLEASE CALL (206) 575-4407 FOR TUKWILA FIRE DEPARTMENT PERMIT INFORMATION AND APPLICATION. OF THE 2012 INTERNATIONAL FIRE CODE DURING CONSTRUCTION. CONTRACTOR MATERIALS AND 4 EGRESS FIRE PROTECTION SYSTEMS AND EMERGENCY ACCESS SHALL MEET THE REQUIREMENTS I I I I ACTIVITIES SHALL NOT BLOCK ANY EXIT, RESTRICT EMERGENCY ACCESS, OR IMPAIR FIRE SEPARATION IN ANY BUILDING WHILE THE BUILDING IS OCCUPIED, INCLUDING DEMOLITION WORK AND APPLIES BOTH TO OTHER PORTIONS OF THE BUILDING AND NEIGHBORING BUILDINGS. KEY NOTES E01 POST SIGN INDICATING MAXIMUM OCCUPANT LOAD. RE WED FOR CODEEIVED APPROVED COMPLIANCE CITY OF TUKWILA JUL 2 9 2015 JUN 0 2 2015 of Tukwila PERMIT CENTER city BU►LDING DIVISION 9400 REGISTERED !B. TECT F YMILLER I STA WHINGTON S E A T T L E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTffUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED HOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: Sheet: AN=3u2 j - - -- - - F"'�,�, NEW CONSTRUCTION EXISTING CONSTRUCTION TO REMAIN �-! NEW 1 HR FIRE RESISTANT RATED PARTITION NEW 2HR FIRE RESISTANT RATED PARTITION ._-_:: EXISTING 1 HR FIRE RESISTANT RATED PARTITION ---- ---- --- _- _-._.__--_---..--::::::: -- EXISTING 2HR FIRE RESISTANT RATED PARTITION =---:---= ---- .:.--------- NEW MILLWORK WITH OVERHEAD CABINETS ®� ......... ..... _ EXIT ACCESS (TRAVEL DISTANCE): LESS THAN 300 FEET IN SPRINKLERED BUILDING (INCLUDES 'COMMON PATH OF EGRESS' DISTANCE) - - _ _ _ _ _ _ - COMMON PATH OF EGRESS: LESS THAN 100 FEET IN SPRINKLERED BUILDING FE FIRE EXTINGUISHER FED FIRE EXTINGUISHER CABINET CR CARD READER FPR FIRE PROTECTION RISER CABINET I.L. = OCCUPANT LOAD ` ' EXISTING FIRE HOSE CABINET EXIT/ACCESS TO EXIT OCCUPANCY TYPE B-OFFICE ELEVATOR ILI STAIR OCCUPANCY SCHEDULE - FLOOR 3 OCCUPANCY AREA LOAD FACTOR OCCUPANT LOAD DOOR EXIT WIDTH FACTOR REQ. EXIT WIDTH FACTOR STAIR EXIT WIDTH FACTOR REQ. EXIT STAIR WIDTH Level 3 - 756 SF 0 0.0 0 0.001 0 0.00 B 24066 SF 1:100 240.7 1 0.2 1 48.131 0.3 1 72.20 24822 SF Grand total 24822 SF 240.7 240.7 48.13 48.13 72.20 72.20 OCCUPANCY CLASSIFICATION -FIXTURE COUNT LOAD FACTORS _B (MALE AND FEMALE)1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50 _S (MALE AND FEMALE)1 PER 100 A-3 (MALE)1 PER 125 (FEMALE)WATER CLOSETS 1 PER 65, LAVATORIES BOTH 1 PER 200 OCCUPANCYLOAD FLOOR B A3 S1 1 266.5 94.6 14.1 2 213.9 185.7 3 240.7 4 236.2 5 200.2 10.5 6 164.5 91.1 FIXTURES REQUIRED WC TOTAL 1322 (661 PER GENDER) 1ST FLOOR/2=47.3 1ST FLOOR =1 MALE(2+(661-50)/50)=14.22 MALE (47.3/125)=.378 FEMALE(2+(661-50)/50)=14.22 FREMALE(47.3/65)=.728 2ND FLOOR/2=92.9 5TH FLOOR =1 MALE (92.9/125)=.743 FREMALE(92.9/65) =1.429 6TH FLOOR/2=45.6 MALE (45.6/125)=.743 FREMALE 45.6/65 =.701 LAVS TOTAL 1322 (661 PER GENDER) 1ST FLOOR/2=47.3 1ST FLOOR =1 MALE(2+(661-80)/80)=9.26 MALE (47.3/200) =.237 FEMALE(2+(661-80)/80)=9.26 FREMALE(47.3/200)=.237 2ND FLOOR/2=92.9 5TH FLOOR =1 MALE (92.9/200)=.465 FREMALE(92.9/200) =.465 6TH FLOOR/2=45.6 MALE (45.6/200) =.273 TOTAL FREMALE 45.6/200 =.273 FIXTURES REQUIRED WC MALE 15 3 1 19 FEMALE 15 4 1 20 LAVS MALE 10 3 1 14 FEMALE 10 3 1 14 FIXTURES PROPOSED/ WC MALE 19 EXISTING FEMALE 20 LAVS MALE 14 FEMALE 14 9400 REGISTERED HITECT F B. MILLER I STA E F WASHINGTON 6 PERMIT ISSUE 06/02/2015 Delta Issue No. Description Date IA INTERIOR ARCHITECTS S E A T T I_ E N 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 SHEET NOTES TEL 206-264-9195 FAX 206-624-1525 1. WHERE EXISTING RATED CONSTRUCTION IS SHOWN TO REMAIN, CONCEALED CONDITIONS ARE OFTEN ENCOUNTERED PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR IS REQUESTED TO CONFIRM AS - BUILT FIELD CONDITIONS AS DOCUMENTED. SHOULD UPGRADE TO EXISTING RATED ASSEMBLIES BE REQUIRED, CONTRACTOR TO INFORM ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK. 2. 2ND FLOOR ONLY: NO SEPARATION OF OCCUPANCIES IS REQUIRED PER 2012 IBC 508.3 NONSEPARATION OCCUPANCIES. EXISTING BUILDING CONSTRUCTION TYPE IS 1 B. PER TABLE 503. A3 OCCUPANCY HAS UNLIMITED ALOWABLE FLOOR AREA PER FLOOR. HENCE NO SEPAERATION BETWEEN A3 AND B. ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND 3. NO STORAGE OR USE OF FLAMMABLE OR COMBUSTIBLE LIQUIDS, CUTTING OR WELDING OPERATIONS, ROOFING OPERATIONS OR USE OF FLAMMABLE GAS FOR TEMPORARY HEATING OR DRYING SHALL BE WRITTEN MATERIAL HEREIN CONSTrrUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE CONDUCTED ON ANY CONSTRUCTION SITE WITHOUT FIRST HAVING OBTAINED A SPECIFIC PERMIT FROM THE TUKWILA FIRE DEPARTMENT FOR THESE HAZARDOUS ACTIVITIES. THIS INCLUDES DEMOLTION ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WORK. PLEASE CALL (206) 575-4407 FOR TUKWILA FIRE DEPARTMENT PERMIT INFORMATION AND APPLICATION. THE WRITTEN CONSENT OF THE ARCHITECT. E 2012INTERNATIONAL F RE CODE DURING CONSTRUCTION. CONTRACTOR MATERIALS AND 4 EGRESS FIRE PROTECTION SYSTEMS AND EMERGENCY ACCESS SHALL MEET THE REQUIREMENTSOF TH I I I ACTIVITIES SHALL NOT BLOCK ANY EXIT, RESTRICT EMERGENCY ACCESS, OR IMPAIR FIRE SEPARATION IN ANY BUILDING WHILE THE BUILDING IS OCCUPIED, INCLUDING DEMOLITION WORK AND APPLIES BOTH TO OTHER PORTIONS OF THE BUILDING AND NEIGHBORING BUILDINGS. KEYNOTES Drawn: Author Check:Checker Owner Approval: E01 POST SIGN INDICATING MAXIMUM OCCUPANT LOAD. REVfEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN022015 PERMIT CENTER i - - .... ---- - ---------- - - -- - - ---- - _- ---- ..---- -----. -- - -- -- - - - - - - - - ---... - - _... ._... _ - - -- .... i 4TH FLOOR - EXIT DIAGRAM 1 /6" = 1'-0" EXITING LEGEND OCCUPANCY TYPE NEW CONSTRUCTION B-OFFICE --------- EXISTING CONSTRUCTION TO REMAIN NEW 1 HR FIRE RESISTANT RATED PARTITION ELEVATOR NEW 2HR FIRE RESISTANT RATED PARTITION EXISTING 1HR FIRE RESISTANT RATED PARTITION STAIR --T - -- '°- EXISTING 2HR FIRE RESISTANT RATED PARTITION NEW MILLWORK WITH OVERHEAD CABINETS ®... . .. ...... . e EXIT ACCESS (TRAVEL DISTANCE): LESS THAN 300 FEET IN SPRINKLERED BUILDING (INCLUDES 'COMMON PATH OF EGRESS' DISTANCE) - - - - - _ - - COMMON PATH OF EGRESS: LESS THAN 100 FEET IN SPRINKLERED BUILDING FE FIRE EXTINGUISHER FER FIRE EXTINGUISHER CABINET CR CARD READER FPR FIRE PROTECTION RISER CABINET O.L. = OCCUPANT LOAD EXISTING FIRE HOSE CABINET EXIT/ACCESS TO EXIT _ • _ _ 7\ L _ '" PHdNE 1111 P ONE -o- - IDF' • ' �- - -►,. STORAGE 401 _ _ ° I' ' '� ,-� 418 - _ ELEVATOR I e ' -- - _. 83 SF ...2„ B-0 ICE cow" - -_ 236t SF . _._. 421 1- ,I • j STAIR 208„�r S ` OPEN _ o - „ 0E 423 OCCUPANT LOAD CALCULATIONS OCCUPANCY SCHEDULE - FLOOR 4 OCCUPANCY AREA LOAD FACTOR OCCUPANT LOAD DOOR EXIT WIDTH I FACTOR RE . EXIT WIDTH Q FACTOR STAIR EXIT WIDTH FACTOR RE . EXIT STAIR Q WIDTH Level 4 - 756 SF 0 0.0 1 0 1 0.001 0 1 0.00 B 23617 SF 1:100 1 236.2 1 0.2 1 47.231 0.3 1 70.85 24372 SF Grand total 24372 SF 236.2 236.2 47.23 47.23 70.85 70.85 OCCUPANCY CLASSIFICATION -FIXTURE COUNT LOAD FACTORS _B (MALE AND FEMALE)1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50 _S (MALE AND FEMALE)1 PER 100 A-3 (MALE)1 PER 125 (FEMALE)WATER CLOSETS 1 PER 65, LAVATORIES BOTH 1 PER 200 PLUMBING FIXTURE REQUIREMENT OCCUPANCY LOAD FLOOR B A3 S1 1 266.5 94.6 14.1 2 213.9 185.7 3 240.7 4 236.2 5 200.2 10.5 6 164.5 91.1 FIXTURES REQUIRED WC TOTAL 1322 (661 PER GENDER) 1ST FLOOR/2=47.3 1ST FLOOR = 1 MALE (2 + (661-50)/50) = 14.22 MALE(47.3/125)=.378 FEMALE (2 + (661-50)/50) = 14.22 FREMALE(47.3/65)=.728 2ND FLOOR/2=92.9 5TH FLOOR = 1 MALE(92.9/125) =.743 FREMALE(92.9/65) =1.429 6TH FLOOR/2=45.6 MALE(45.6/125) =.743 FREMALE 45.6/65 =.701 LAVS TOTAL 1322 (661 PER GENDER) 1ST FLOOR/2=47.3 1ST FLOOR = 1 MALE (2 + (661-80)/80) = 9.26 MALE (47.3/200) =.237 FEMALE (2+(661-80)/80)=9.26 FREMALE(47.3/200)=.237 2ND FLOOR/2=92.9 5TH FLOOR = 1 MALE(92.9/200)=.465 FREMALE(92.9/200) =.465 6TH FLOOR/2=45.6 MALE (45.6/200)=,273 TOTAL FREMALE 45.6/200 =.273 FIXTURES REQUIRED WC MALE 15 3 1 19 FEMALE 15 4 1 20 LAVS MALE 10 3 1 14 FEMALE 10 3 1 14 FIXTURES PROPOSED/ WC MALE 19 EXISTING FEMALE 20 LAVS MALE 14 FEMALE 14 N SHEET NOTES 1. WHERE EXISTING RATED CONSTRUCTION IS SHOWN TO REMAIN, CONCEALED CONDITIONS ARE OFTEN ENCOUNTERED PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR IS REQUESTED TO CONFIRM AS - BUILT FIELD CONDITIONS AS DOCUMENTED. SHOULD UPGRADE TO EXISTING RATED ASSEMBLIES BE REQUIRED, CONTRACTOR TO INFORM ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK. 2. 2ND FLOOR ONLY: NO SEPARATION OF OCCUPANCIES IS REQUIRED PER 2012 IBC 508.3 NONSEPARATION OCCUPANCIES. EXISTING BUILDING CONSTRUCTION TYPE IS 1 B. PER TABLE 503. A3 OCCUPANCY HAS UNLIMITED ALOWABLE FLOOR AREA PER FLOOR. HENCE NO SEPAERATION BETWEEN A3 AND B. 3. NO STORAGE OR USE OF FLAMMABLE OR COMBUSTIBLE LIQUIDS, CUTTING OR WELDING OPERATIONS, ROOFING OPERATIONS OR USE OF FLAMMABLE GAS FOR TEMPORARY HEATING OR DRYING SHALL BE CONDUCTED ON ANY CONSTRUCTION SITE WITHOUT FIRST HAVING OBTAINED A SPECIFIC PERMIT FROM THE TUKWILA FIRE DEPARTMENT FOR THESE HAZARDOUS ACTIVITIES. THIS INCLUDES DEMOLTION WORK. PLEASE CALL (206) 575-4407 FOR TUKWILA FIRE DEPARTMENT PERMIT INFORMATION AND APPLICATION. 4. EGRESS, FIRE PROTECTION SYSTEMS AND EMERGENCY ACCESS SHALL MEET THE REQUIREMENTS OF THE 2012 INTERNATIONAL FIRE CODE, DURING CONSTRUCTION. CONTRACTOR MATERIALS AND ACTIVITIES SHALL NOT BLOCK ANY EXIT, RESTRICT EMERGENCY ACCESS, OR IMPAIR FIRE SEPARATION IN ANY BUILDING WHILE THE BUILDING IS OCCUPIED, INCLUDING DEMOLITION WORK AND APPLIES BOTH TO OTHER PORTIONS OF THE BUILDING AND NEIGHBORING BUILDINGS. KEY NOTES E01 POST SIGN INDICATING MAXIMUM OCCUPANT LOAD. REVIEWED FOUR CODE COMPLIANCE APPROVED JUL 2 ° 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER aann 6 PERMIT ISSUE 06/02/2015 Delta Issue No. Description Date 1AINTERIOR ARCHITECTS S E A T T L E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: AN�3m4 Sheet: 2 0 s 5TH FLOOR - EXIT DIAGRAM EXITING LEGEND NEW CONSTRUCTION ---- - ---_-____-___=_� EXISTING CONSTRUCTION TO REMAIN NEW 1 HR FIRE RESISTANT RATED PARTITION NEW 2HR FIRE RESISTANT RATED PARTITION -- - - :- _-: EXISTING 1 HR FIRE RESISTANT RATED PARTITION -r ._ p.-: k„=-,- - EXISTING 2HR FIRE RESISTANT RATED PARTITION NEW MILLWORK WITH OVERHEAD CABINETS v ... ... . o .. v EXIT ACCESS (TRAVEL DISTANCE): LESS THAN 300 FEET IN SPRINKLERED BUILDING (INCLUDES 'COMMON PATH OF EGRESS' DISTANCE) - _ - - _ _ _ _ COMMON PATH OF EGRESS: LESS THAN 100 FEET IN SPRINKLERED BUILDING FE FIRE EXTINGUISHER FER FIRE EXTINGUISHER CABINET CR CARD READER FPR FIRE PROTECTION RISER CABINET O.L. =OCCUPANT LOAD EXISTING FIRE HOSE CABINET EXIT/ACCESS TO EXIT OCCUPANCY TYPE B-OFFICE ELEVATOR IDF/MECH/EQUIP/STORAGE STAIR OCCUPANT LOAD CALCULATIONS OCCUPANCY SCHEDULE - FLOOR 5 OCCUPANCY AREA LOAD FACTOR OCCUPANT LOAD DOOR EXIT WIDTH FACTOR REQ. EXIT WIDTH FACTOR STAIR EXIT WIDTH FACTOR REQ. EXIT STAIR WIDTH Level 5 - 753 SF 0 1 0.0 0 0.00 0 0.00 B 20023 SF 1:100 200.2 0.2 40.05 0.3 60.07 S 3152 SF 1:300 10.5 0.2 2.10 0.3 3.15 23928 SF 210.7 42.15 63.22 Grand total 23928 SF 210.7 42.15 63,22 OCCUPANCY CLASSIFICATION -FIXTURE COUNT LOAD FACTORS _B (MALE AND FEMALE)1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50 _S (MALE AND FEMALE)1 PER 100 A-3 (MALE)1 PER 125 (FEMALE)WATER CLOSETS 1 PER 65, LAVATORIES BOTH 1 PER 200 PLUMBING FIXTURE REQUIREMENT OCCUPANCYLOAD FLOOR B A3 S1 1 266.5 94.6 14.1 2 213.9 185.7 3 240.7 4 236.2 5 200.2 10.5 6 164.5 91.1 FIXTURES REQUIRED WC TOTAL 1322 (661 PER GENDER) 1ST FLOOR/2=47.3 1ST FLOOR =1 MALE(2+(661-50)/50)=14.22 MALE (47.3/125) =.378 FEMALE(2+(661-50)/50)=14.22 FREMALE(47.3/65)=.728 2ND FLOOR/2=92.9 5TH FLOOR =1 MALE (92.9/125) =.743 FREMALE(92.9/65) =1.429 6TH FLOOR/2=45.6 MALE(45.6/125)=.743 FREMALE 45,6/65 =.701 LAVS TOTAL 1322 (661 PER GENDER) 1ST FLOOR/2=47.3 1ST FLOOR =1 MALE(2+(661-80)/80)=9.26 MALE (47.3/200) =.237 FEMALE(2+(661-80)/80)=9.26 FREMALE(47.3/200)=.237 2ND FLOOR/2=92.9 5TH FLOOR =1 MALE(92.9/200) =.465 FREMALE(92.9/200) =.465 6TH FLOOR/2=45.6 MALE (45.6/200) =.273 TOTAL FREMALE 45.6/200 =.273 FIXTURES REQUIRED WC MALE 15 3 1 19 FEMALE 15 4 1 20 LAVS MALE 10 3 1 14 FEMALE 10 3 1 14 FIXTURES PROPOSED/ WC MALE 19 EXISTING FEMALE 20 LAVS MALE 14 FEMALE 14 SHEET NOTES 1. WHERE EXISTING RATED CONSTRUCTION IS SHOWN TO REMAIN, CONCEALED CONDITIONS ARE OFTEN ENCOUNTERED PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR IS REQUESTED TO CONFIRM AS - BUILT FIELD CONDITIONS AS DOCUMENTED. SHOULD UPGRADE TO EXISTING RATED ASSEMBLIES BE REQUIRED, CONTRACTOR TO INFORM ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK. 2. 2ND FLOOR ONLY: NO SEPARATION OF OCCUPANCIES IS REQUIRED PER 2012 IBC 508.3 NONSEPARATION OCCUPANCIES. EXISTING BUILDING CONSTRUCTION TYPE IS 1 B. PER TABLE 503. A3 OCCUPANCY HAS UNLIMITED ALOWABLE FLOOR AREA PER FLOOR. HENCE NO SEPAERATION BETWEEN A3 AND B. 3. NO STORAGE OR USE OF FLAMMABLE OR COMBUSTIBLE LIQUIDS, CUTTING OR WELDING OPERATIONS, ROOFING OPERATIONS OR USE OF FLAMMABLE GAS FOR TEMPORARY HEATING OR DRYING SHALL BE CONDUCTED ON ANY CONSTRUCTION SITE WITHOUT FIRST HAVING OBTAINED A SPECIFIC PERMIT FROM THE TUKWILA FIRE DEPARTMENT FOR THESE HAZARDOUS ACTIVITIES. THIS INCLUDES DEMOLTION WORK. PLEASE CALL (206) 575-4407 FOR TUKWILA FIRE DEPARTMENT PERMIT INFORMATION AND APPLICATION. 4. EGRESS, FIRE PROTECTION SYSTEMS A S S MS AND EMERGENCY ACCESS SHALL MEET THE REQUIREMENTS OF THE 2012 INTERNATIONAL FIRE CODE DURING CONSTRUCTION. CONTRACTOR MATERIALS AND ACTIVITIES SHALL NOT BLOCK ANY EXIT, RESTRICT EMERGENCY ACCESS, OR IMPAIR FIRE SEPARATION IN ANY BUILDING WHILE THE BUILDING IS OCCUPIED, INCLUDING DEMOLITION WORK AND APPLIES BOTH TO OTHER PORTIONS OF THE BUILDING AND NEIGHBORING BUILDINGS. KEY NOTES E01 POST SIGN INDICATING MAXIMUM OCCUPANT LOAD. REVIEWED FOR CODE COMPLIANCE APPROVED RECEIVED JUL 2 9 2015 C Y OF TUKWILA JUN 0 2 2015 City of Tukwila BUILDING DIVISIO RMIT CENTER F r l *9400RED TYI LLER NGTON 6 PERMIT ISSUE 06/02/2015 Delta Issue No. Description Date AI NT E RIO R ARCHITECTS S E A T T L E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-91.95 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: M M.- OOEXI"IPING A91 In &% Sheet:N 00%.Ip ID NEW CONSTRUCTION OCCUPANCY TYPE u}_----------------- _----- ,.--.-.___-......_-._--_................_....._....--..._; EXISTING CONSTRUCTION TO REMAIN ASSEMBLY NEW 1 HR FIRE RESISTANT RATED PARTITION NEW 2HR FIRE RESISTANT RATED PARTITION ❑ B-OFFICE EXISTING 1 HR FIRE RESISTANT RATED PARTITION EXISTING 2HR FIRE RESISTANT RATED PARTITION � - "I ELEVATOR NEW MILLWORK WITH OVERHEAD CABINETS e .................... - EXIT ACCESS (TRAVEL DISTANCE): LESS THAN 300 FEET IN SPRINKLERED BUILDING (INCLUDES 'COMMON PATH OF EGRESS' DISTANCE) - - - - - - - - COMMON PATH OF EGRESS: LESS THAN 100 FEET IN SPRINKLERED BUILDING FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET CR CARD READER FPR FIRE PROTECTION RISER CABINET O.L. =OCCUPANT LOAD EXISTING FIRE HOSE CABINET EXIT/ACCESS TO EXIT 11 STAIR OCCUPANCY SCHEDULE - FLOOR 6 OCCUPANCY AREA LOAD FACTOR OCCUPANT LOAD DOOR EXIT WIDTH FACTOR REQ. EXIT WIDTH FACTOR I STAIR EXIT WIDTH FACTOR REQ. EXIT STAIR WIDTH Level 6 - 757 SF 0 1 0.0 1 0 1 0.001 0 1 0.00 A 1366 SF 1:15 1 91.1 1 0.2 1 18.221 0.3 1 27.33 B 16449 SF 1:100 164.5 1 0.2 1 32.901 0.3 1 49.35 18572 SF 255.6 51.12 76.67 Grand total 18572 SF 255.6 51.12 76.67 OCCUPANCY CLASSIFICATION-FWURE COUNT LOAD FACTORS _B (MALE AND FEMALE)1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50 _S (MALE AND FEMALE)1 PER 100 A-3 (MALE)1 PER 125 (FEMALE)WATER CLOSETS 1 PER 65, LAVATORIES BOTH 1 PER 200 OCCUPANCY LOAD FLOOR B A3 S1 1 266.5 94.6 14.1 2 213.9 185.7 3 240.7 4 236.2 5 200.2 10.5 6 164.5 91.1 FIXTURES REQUIRED WC TOTAL 1322 (661 PER GENDER) 1 ST FLOOR/2=47.3 1 ST FLOOR =1 MALE(2+(661-50)/50)=14.22 MALE(47.3/125)=.378 FEMALE (2 + (661-50)/50) = 14.22 FREMALE(47.3/65)=.728 2ND FLOOR/2=92.9 5TH FLOOR = 1 MALE(92.9/125) =.743 FREMALE(92.9/65) =1.429 6TH FLOOR/2=45.6 MALE (45.6/125) =.743 FREMALE 45.6/65 =.701 LAVS TOTAL 1322 (661 PER GENDER) 1 ST FLOOR/2=47.3 1 ST FLOOR =1 MALE (2 + (661-80)/80) = 9.26 MALE (47.3/200) =.237 FEMALE (2 + (661-8 0)/80) =9.26 FREMALE(47.3/200)=.237 2ND FLOOR/2=92.9 5TH FLOOR =1 MALE(92.9/200)=.465 FREMALE(92.9/200) =.465 6TH FLOOR/2=45.6 MALE(45.6/200) =.273 TOTAL FREMALE 45.6/200 =.273 FIXTURES REQUIRED WC MALE 15 3 1 19 FEMALE 15 4 1 20 LAVS MALE 10 3 1 14 FEMALE 10 3 1 14 FIXTURES PROPOSED/ WC MALE 19 EXISTING FEMALE 20 LAVS MALE 14 FEMALE 14 1. WHERE EXISTING RATED CONSTRUCTION IS SHOWN TO REMAIN, CONCEALED CONDITIONS ARE OFTEN ENCOUNTERED PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR IS REQUESTED TO CONFIRM AS - BUILT FIELD CONDITIONS AS DOCUMENTED. SHOULD UPGRADE TO EXISTING RATED ASSEMBLIES BE REQUIRED, CONTRACTOR TO INFORM ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK. 2. 2ND FLOOR ONLY: NO SEPARATION OF OCCUPANCIES IS REQUIRED PER 2012 IBC 508.3 NONSEPARATION OCCUPANCIES. EXISTING BUILDING CONSTRUCTION TYPE IS 1 B. PER TABLE 503. A3 OCCUPANCY HAS UNLIMITED ALOWABLE FLOOR AREA PER FLOOR. HENCE NO SEPAERATION BETWEEN A3 AND B. ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND 3. NO STORAGE OR USE OF FLAMMABLE OR COMBUSTIBLE LIQUIDS, CUTTING OR WELDING OPERATIONS, ROOFING OPERATIONS OR USE OF FLAMMABLE GAS FOR TEMPORARY HEATING OR DRYING SHALL BE WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE CONDUCTED ON ANY CONSTRUCTION SITE WITHOUT FIRST HAVING OBTAINED A SPECIFIC PERMIT FROM THE TUKWILA FIRE DEPARTMENT FOR THESE HAZARDOUS ACTIVITIES. THIS INCLUDES DEMOLTION ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WORK. PLEASE CALL (206) 575-4407 FOR TUKWILA FIRE DEPARTMENT PERMIT INFORMATION AND APPLICATION. THE WRITTEN CONSENT OF THE ARCHITECT. 4. EGRESS, FIRE PROTECTION SYSTEMS AND EMERGENCY ACCESS SHALL MEET THE REQUIREMENTS OF THE 2012 INTERNATIONAL FIRE CODE, DURING CONSTRUCTION. CONTRACTOR MATERIALS AND ACTIVITIES SHALL NOT BLOCK ANY EXIT, RESTRICT EMERGENCY ACCESS, OR IMPAIR FIRE SEPARATION IN ANY BUILDING WHILE THE BUILDING IS OCCUPIED, INCLUDING DEMOLITION WORK AND APPLIES BOTH TO OTHER PORTIONS OF THE BUILDING AND NEIGHBORING BUILDINGS. Drawn: Author Check: Checker Owner Approval: KEYNOTES E01 POST SIGN INDICATING MAXIMUM OCCUPANT LOAD. REVIEWED FOR CODE COMPLIANCE APPROVED � ' DECEIVED CITY OF TUKWILA JUL 2 9 2015 . JUN 0 2 2015 City of Tukwila PERMIT CENTER BUILDING DIVISION Sheet: 6TH FLOOR` - EXITING TYPE W TYPE'B' DOOR TYPES / / / / GLASS \ \ TYPE'C' TYPED' TYPE? DOOR HARDWARE SCHEDULE HDWR GROUP ROOM TYPE LATCHSET/ LOCKSET HINGES HANDLE DOOR STOP CLOSER FINISH CODE ACOUSTIC GASKETS CARD READER MISCELLANEOUS HARDWARE REMARKS FUNCTION CYLINDER 1 OFFICE (GLASS DOOR) OFFICE TOP & BOTTOM PIVOT LEVER FLOOR No 630 Yes No 2 OFFICE OFFICE BUTT LEVER WALL No 630 Yes No 3 CONFERENCE/ BOARDROOM (GLASS DOOR) PASSAGE TOP &BOTTOM PIVOT LEVER FLOOR No 630 Yes No - PROVIDE CLOSERS WITH 900 HOLD OPEN AT BOARDROOM DOORS #629A, #629B & #629C C NO LATCH OR LOCK AT DOORS #629A #629B & #629C 4 CONFERENCE / TEAM RM / TRAINING (SMALL) PASSAGE BUTT LEVER WALL No 630 Yes No 5 TRAINING ROOM (LARGE) / FITNESS ROOM PASSAGE BUTT PANIC BAR WALL Yes 630 Yes No PROVIDE CARD READER AT FITNESS RM DOOR #173B 6 COPY ROOM / HALLWAY PASSAGE BUTT LEVER WALL No 630 No No 7 STORAGE / FILE ROOM STOREROOM BUTT LEVER WALL Yes 630 No No 8 PHONE ROOM / QUIET ROOM PRIVACY BUTT LEVER WALL No 630 Yes No 9 SPECIAL USE (ACOUSTIC) OFFICE BUTT LEVER WALL Yes 630 Yes No AUTOMATIC DOOR BOTTOM; THRESHOLD 10 IDF STOREROOM BUTT LEVER WALL Yes 630 No Yes 11 LAB STOREROOM BUTT LEVER WALL Yes 630 No No 12 PANTRY PASSAGE BUTT LEVER WALL No 630 No No 13 TELLER / CASH ROOM / VESTIBULE STOREROOM BUTT LEVER WALL Yes 630 No Yes 14 CORRIDOR CLASSROOM BUTT LEVER WALL Yes 630 No Yes 15 CORRIDOR (RATED PAIR OF DOORS) OFFICE BUTT PANIC BAR WALL Yes 630 No Yes 16 DEMOUNTABLE OFFICE FRONT OFFICE PER SYSTEM LEVER WALL No 630 Yes No 17 EXISTING (EXTERIOR CURTAIN WALL) EXISTING EXISTING EXISTING EXISTING No EXIST. No No EXISTING HARDWARE TO REMAIN EXISTING HARDWARE TO REMAIN 18 EXISTING (MISCELLANEOUS) EXISTING EXISTING EXISTING EXISTING No EXIST. No No EXISTING HARDWARE TO REMAIN. MODIFY IF REQUIRED PER DOOR SCHEDULE REMARKS EXISTING HARDWARE TO REMAIN 19 MODULAR VAULT SPECIAL PER MFG'R PER MFG'R PER MFG'R No PER MFG'R No No ALL HARDWARE PER VAULT DOOR MANUFACTURER 20 STAIR EGRESS BUTT PANIC BAR WALL Yes 630 Yes Yes SMOKE GASKETS IN LIEU OF ACOUSTIC GASKETS 90-MIN. DOOR, FRAME & CLOSER ASSEMBLY I DOOR &HARDWARE NOTES I 1. ALL (E) DOORS REQUIRING HARDWARE UPDATE/MODIFICATION: REPLACE DOOR AS REQUIRED TO MATCH (E) WITH NEWLY PREPARED DOORS AS SCHEDULED FOR NEW WORK. G.C. TO BE RESPONSIBLE TO MAINTAIN (E) UL-RATING OF DOOR AND FRAME ASSEMBLY AT RATED LOCATIONS. 2. SEE DETAIL 1/A-8.2 FOR TYPICAL DOOR CLEARANCES. 3. ALL 20 MIN. UL RATED DOORS AND FRAME ASSEMBLIES TO HAVE S-LABEL. 4. ALL RATED DOOR ASSEMBLIES SHALL BE U.L. AND B S & A APPROVED. 5. ALL DOORS AND FRAMES TO BE INSTALLED PLUMB, STRAIGHT AND TRUE. MAINTAIN ADEQUATE TOLERANCES AND CLEARANCES SO THAT ALL DOORS FIT AS SPECIFIED AND SWING/SLIDE PROPERLY. ANY DEVIATION FROM THIS WILL BE REJECTED BY OWNER AS UNACCEPTABLE AND WILL BE REPLACED AT SUPPLIER'S AND INSTALLER'S SOLE COST. 6. PROVIDE ALL PARTS NECESSARY FOR PROPER OPERATION OF ALL DOORS. 7. MAXIMUM DOOR OPENING EFFORT OF 5 LBS. AT INTERIOR DOORS AND EXTERIOR DOORS, 15 LBS. AT FIRE RATED DOORS. 8. ALL DOORS ARE EQUIPPED WITH SINGLE -EFFORT, NON -GRASP HARDWARE (I.E., LEVER OR LOOP) CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. 9. ALL DOORS MUST BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY, SPECIAL KNOWLEDGE OR EFFORT. 10. ALL GLAZING AND SIDELITES TO BE CLEAR TEMPERED GLASS, U.O.N. 11. ALL KFYFD LOCKETS TO BF SUPPLIED WITH BUILDING STANDARD CYLINDER. 12. SUBMIT SHOP DRAWINGS FOR ALL DOORS, FRAMES, AND HARDWARE PRIOR TO FABRICATION. 13. FIRE RATED DOORS AND FRAMES TO HAVE APPROVED FIRE RETARDANT BACKING. CONTRACTOR TO PROVIDE CERTIFICATION OF FIRE RETARDANT TREATMENT TO THE FIRE MARSHAL. 14. ALL 8'-4" HIGH DOORS SHALL BE CUT TO FIT INSIDE FULL -HEIGHT DOOR FRAME. ALLOW FOR 1/2" REVEAL BETWEEN TOP OF FRAME AND UNDERSIDE OF CEILING, U.O.N. 15. STAINED WOOD DOORS: PLAIN -SLICED ASH VENEER; FINISH: STAINED TO MATCH ARCHITECT'S SAMPLE (VENEER FOR STAINED FINISH SHALL BE A MINIMUM 1/30" THICK BEFORE SANDING). 16. PAINTED WOOD DOORS: PAINT DOOR AND FRAME TO MATCH ADJACENT WALL COLOR, U.O.N. 17. SIDELITE DIMENSION NOTED IN SCHEDULE IS NOMINAL CLEAR OPENING (IN SAME PARTITION AS ADJACENT DOOR). FIELD VERIFY ACTUAL SIZE. 18. FIRST FLOOR OFFICE FRONTS BASIS OF DESIGN: DIRTT OR TECKNION. LEVELS 2-6 DEMOUNTABLE PARTITIONS: BASIS OF DESIGN: DIRTT OR TECKNION. ALL OTHER OFFICE FRONTS BASIS OF DESIGN: RACO O m DOOR NO. I PVPI 1 ROOM NAME I DOOR I TYPE WIDTH THICKNESS I HEIGHT DOOR SCHEDULE FRAME MATERIAL FINISH I TYPE MATERIAL FINISH SIDELITE HARDWARE FIRE RATING GROUP REMARKS 101A VESTIBULE F 7' - 0" 1 3/4" 7' -1" ALUM/GLASS MATCH EXISTING EXISTING EXISTING EXISTING 17 REPLACE EXISTING STOREFRONT ENTRY DOORS WITH NEW TO MATCH EXISTING 101 B VESTIBULE F 7' - 0" 1 3/4" T - 1" ALUM/GLASS MATCH EXISTING EXISTING EXISTING EXISTING 17 REPLACE EXISTING STOREFRONT ENTRY DOORS WITH NEW TO MATCH EXISTING 101 C VESTIBULE EXISTING 3' - 0" 1 3/4" 7' - 1" EXISTING EXISTING EXISTING EXISTING EXISTING 17 103 ATM EXISTING 3' - 0" 1 3/4" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 17 104A VESTIBULE F 7' - 0" 1 3/4" 7' -1" ALUM/GLASS MATCH EXISTING EXISTING EXISTING EXISTING 17 REPLACE EXISTING STOREFRONT ENTRY DOORS WITH NEW TO MATCH EXISTING 104B VESTIBULE F 7' - 0" 1 3/4" 7' -1" ALUM/GLASS MATCH EXISTING EXISTING EXISTING EXISTING 17 REPLACE EXISTING STOREFRONT ENTRY DOORS WITH NEW TO MATCH EXISTING 105 CONF C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 3 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 106 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 107 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEARITEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 108 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 109 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 111 CONF. C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 3 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 112 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 113 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 114 COPY ROOM A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 6 116 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 117 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 118 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 119 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 120 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 121 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 122 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 123 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEARJTEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 126 VESTIBULE A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 13 127 CASH ROOM A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 13 128 EXISTING VAULT EXISTING 3' - 0" 1 3/4" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 18 129 DRIVE-THRU TELLER STATION EXISTING 3' - 0" 1 3/4" 7'- 0" EXISTING EXISTING EXISTING EXISTING EXISTING 18 131 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 132 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 133 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 134 CONF C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 3 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 135 CONF C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 3 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 136 COPY ROOM A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 6 137A STAIR EXISTING 6' - 0" 1 3/4" 8' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 137E STAIR EXISTING 3' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 138 VESTIBULE EXISTING 3' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 139 ELECTRICAL EXISTING 3' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 139A VESTIBULE EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 139B WOMEN'S LOCKER ROOM EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 140A VESTIBULE EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 140B MEN'S LOCKER ROOM EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 142 RESTROOM EXISTING 3' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 143 RESTROOM EXISTING 3' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 144 HALLWAY EXISTING 6' - 0" 1 3/4" 8' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 146 STAIRWELL EXISTING 3' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 153 TELLER A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 13 154 VAULT PER MFG'R 3'- 4" 11" 6' - 8" PER MFG'R PER MFG'R PER MFG'R PER MFG'R PER MFG'R 19 DOOR & HARDWARE PER MODULAR VAULT MANUFACTURER 155 CASH ROOM A 3' - 6" 1 3/4" 7' - 0" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 13 156A HALLWAY EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. ADD CARD READER 156E OPEN OFFICE A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 14 157 STO. A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7 158 OFFICE C 3' - 0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 1 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 159 CONF C 3.-0" 1/2" 9' -10" GLASS CLEAR/TEMPERED OFFICE FRONT ALUM. CLEAR ANODIZED 3 DOOR, HARDWARE & SIDELITE: OFFICE FRONT SYSTEM COMPONENTS 160A EXISTING ROOM EXISTING 3' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 160B EXISTING ROOM EXISTING 3' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 161 BUILDING POWER EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 162 EXISTING ROOM EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 163 SECURITY ROOM EXISTING 3' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 164A HALLWAY EXISTING 3' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 164E HALLWAY EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 164C HALLWAY EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 165A HALLWAY EXISTING 6' - 0" 1 3/4" 8' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 165B HALLWAY EXISTING 3' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 166A MAILROOM EXISTING 6' - 0" 1 3/4" 8' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 18 166B MAILROOM EXISTING 3' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 167A EXISTING ROOM EXISTING 6' - 0" 1 3/4" 8' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 167E EXISTING ROOM EXISTING 3' - 0" 1 3/4" 6.-8., EXISTING EXISTING EXISTING EXISTING EXISTING 18 167C EXISTING ROOM EXISTING 9' - 0" 1 1/2" 6' - 6" EXISTING EXISTING EXISTING EXISTING EXISTING 18 167D EXISTING ROOM EXISTING 5' - 0" 1 3/4" 6' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 18 168A EXISTING ROOM EXISTING 3' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 168B GENERATOR ROOM EXISTING 2' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 168C GENERATOR ROOM EXISTING 3' - 0" 1 3/4" 7' -1" EXISTING EXISTING EXISTING EXISTING EXISTING 18 169 ELECTRICAL EXISTING 3'- 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 170 EXAMINER ROOM EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 171 STORAGE EXISTING 3'- 4" 1 3/4" 7'- 0" EXISTING EXISTING EXISTING EA31ING EXISTING 18 90-MIN. 172 HALLWAY EXISTING 6' - 0" 1 3/4" 8' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 173A FITNESS ROOM EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 5 90-MIN. MODIFY EXISTING HARDWARE TO MATCH HARDWARE GROUP "5" 173E FITNESS ROOM A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 5 174 CONF A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED RATED H.M. PAINT 9 90-MIN. 175 HALLWAY B 6' - 0" 1 3/4" 8' - 0" SCW VENEER/STAINED RATED H.M. PAINT 15 90-MIN. 2-HOUR RATED DOOR & FRAME ASSEMBLY I PVPI 9 200 ELEVATOR LOBBY D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 1' - 4" 14 201 STORAGE EXISTING 6' - 0" 1 3/4" 8' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 18 202 ELECTRICAL EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 203 RESTROOM EXISTING 3' - 4" 1 3/4" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 18 204A VESTIBULE EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 204B RESTROOM EXISTING S.-On 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 205A TRAINING A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 5 205B TRAINING A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 5 205C TRAINING EXISTING 3' -1" 1 3/4" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 17 206 BREAKOUT EXISTING 3' - 0" 1 3/4" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 17 209 STAIR A 3' - 4" 1 3/4" 7'- 0" SCW VENEER/STAINED RATED H.M. PAINT 20 90-MIN. 210 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 6' -10" 2 211 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 6'- 10" 2 212 COPY ROOM A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 6 213 FILE ROOM A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7 218 STO. A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7 220 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7' - 2" 2 221 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 8' - 0" 2 222 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 8' - 0" 2 223 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 8' - 0" 2 224A CONFERENCE D 3' - 0" 1 3/4" 8'- 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 8' - 0" 4 224B CONFERENCE A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 112" FACE ALUM. CLEAR ANODIZED 4 226 STAIR EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 230 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 5' - 8" 2 231 OFFICE D 3' - 0" 1 3/4" 8'- 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 5' - 8" 2 232 OFFICE D 3' - 0" 1 3/4" 8'- 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 5' - 8" 2 233 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 5' - 8" 2 234 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 5' - 8" 2 235 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 5' - 8" 2 236 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 5' - 8" 2 237 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 5' - 8" 2 238 FILE/WORK ROOM A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7 239 CONF D 3' - 0" 1 3/4" 8'- 4" SCW VENEER/STAINED 1 112" FACE ALUM. CLEAR ANODIZED 9' -1" 4 240 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 9' - 1" 4 241 A HALLWAY D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 1' - 8" 14 241 B HALLWAY D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 1' - 0" 14 241 C HALLWAY D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 1' - 0" 14 242 WOMEN EXISTING 3'- 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 243 MEN EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 244 HALLWAY A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 14 246 STAIR EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 247 PHONE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 2' - 0" 8 248 PHONE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 2' - 0" 8 249 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 9' - 5" 4 251 HALLWAY D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 112" FACE ALUM. CLEAR ANODIZED 10" 14 252 CONF D 3'- 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 12'- 11 4 253 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 2" 2 272 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 273 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 277 HALLWAY EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 278 STORAGE IA 13'- 0" 11 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 1 17 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila BUILDING DIVISION Ff Log W-111,14 p 24001REGISTERED ARG81TECT FFqf B. MILLER E OR WASHINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date INT E RIO R ARCHITECTS S E A T T I_ E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 2 C6 0 N 0 DOOR SCHEDULE. DOOR NO. ROOM NAME DOOR FRAME SIDELITE HARDWARE FIRE RATING REMARKS TYPE WIDTH THICKNESS HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH GROUP Level 3 301 IDF EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 10 MODIFY EXISTING HARDWARE TO MATCH HARDWARE GROUP 10" 302 ELECTRICAL EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 303 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 10'- 6" 4 304 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 8' - 8" 4 305 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 8' - 8" 4 306 BREAKOUT EXISTING 3' - 0" 1 3/4" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 17 307 PANTRY A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 6 308 QUIET ROOM D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 5' - 0" 8 310 STORAGE A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7 311 WELLNESS A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 9 312 STORAGE A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7 317A CONF D 3' - 0" 1 3/4" 7' - 0" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 4' - 0" 4 317B CONF D 3' - 0" 1 3/4" 7' - 1" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 4' - 0" 4 319 PHONE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 2' - 0" 8 320 PHONE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 2' - 0" 8 321 CONF D 3' - 0" 1 3/4" 8'- 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 9' - 6" 4 326 STAIR EXISTING 3' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 330 OPEN OFFICE EXISTING 3' - 0" 1 3/4" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 17 332 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 333 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 341 CONF EXISTING 3' - 0" 1 3/4" 6' - 8" EXISTING EXISTING EXISTING EXISTING EXISTING 4 MODIFY EXISTING HARDWARE TO MATCH HARDWARE GROUP "4" 342 WOMEN EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 343 MEN EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 346 STAIR EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 347 PHONE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 2' - 0" 8 348 PHONE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 2' - 0" 8 349 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 9' - 6" 4 355 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 6'- 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 356 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM Level 4 401 IDF EXISTING 3'- 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 10 MODIFY EXISTING HARDWARE TO MATCH HARDWARE GROUP "10" 402 ELECTRICAL EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 405 STORAGE A 3'- 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7 406 BREAKOUT EXISTING 3' - 0" 1 3/4" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 17 410 VIR CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 4' - 5" 4 411 NFC A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 9 412 RECORD. A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 9 413 STORAGE A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7 414 CONF D 3' - W 1 3/4" 8'- 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 3' - 0" 4 415 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7' - 5" 4 417A TRAINING CONF D 3' - 0" 1 3/4" 7' - 0" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 4' - 0" 4 417E TRAINING CONF D 3' - 0" 1 3/4" 7' - 0" SCW VENEER/STAINED 11/2" FACE ALUM. CLEAR ANODIZED 4' - 0" 4 418 STORAGE A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7 419 PHONE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 2' - 0" 8 420 PHONE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 2' - 0" 8 421 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 9' - 6" 4 426 STAIR EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 430 OPEN OFFICE EXISTING 3' - 1" 1 3/4" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 17 433 OFFICE D 3'- 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 434 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 435 CONF. D 3'- 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 6'- 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 436 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 437 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 440 CONF D 3'- 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 441 ATM LAB EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 11 MODIFY EXISTING HARDWARE TO MATCH HARDWARE GROUP "11" 442 WOMEN EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 443 MEN EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 445 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 446 STAIR EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 447 PHONE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 2' - 0" 8 448 PHONE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 2' - 0" 8 449 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 9' - 6" 4 456 HOTEL D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 6'- 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 457 HOTEL D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 6'- 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 458 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 459 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 460 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 4' - 8" 4 461 PHONE D 3' - 0" 1 3/4" 8'- 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 2' - 0" 8 462 PHONE D 3' - 0" 1 3/4" 8' - 4" ISCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 2' - 0" 8 Level 5 502 ELECTRICAL EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 504A CONF EXISTING 3' - 0" 1 3/4" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 17 504B CONF C 3.-On 1/2" 8'- 4" GLASS CLEAR/TEMPERED 1 1/2" FACE ALUM. CLEAR ANODIZED 9' -10" 3 505 STORAGE A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7 510 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 6' - 3" 4 511 STORAGE A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7 512 WELLNESS A 3'- 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 9 513 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 14' - 2" 4 517 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 18' - 7" 4 Wt 518 STORAGE A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7 519 PHONE D 3' - 0" 1 3/4" 8'- 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 2' - 0" 8 520 PHONE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 2' - 0" 8 521 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 9' - 6" 4 526 STAIR EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 527 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7' - 4" 4 528 CONF D 3' - 0" 1 3/4" 8'-4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 8' - 0" 4 530 OPEN OFFICE EXISTING 3' - 0" 1 3/4" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 17 532 OFFICE D 3'- 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 533 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 534 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 535 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 541 EXISTING CONFIG. ROOM EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 542 WOMEN EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 543 MEN EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 546 STAIR EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 547A EXISTING DATA CENTER EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 547B EXISTING DATA CENTER EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 548A EXISITING ROOM EXISTING 6' - 0" 1 3/4" 8' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 18 548E EXISITING ROOM EXISTING 6' - 0" 1 3/4" 8' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 18 549 EXISTING ROOM EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 560 EXISTING ROOM EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING 18 561 TEAM ROOM EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING 18 I PVPI 6 601 CONF EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 4 MODIFY EXISTING HARDWARE TO MATCH HARDWARE GROUP "4" 602 ELECTRICAL EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 603 COPY A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 6 605 STORAGE A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7 610 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 7' - 7" 4 611 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 10'- 10" 2 612 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 10'- 10" 2 613 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' -10" 2 614 OPEN OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 12' - 3" 2 615 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 10'- 8" 2 616 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW' VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 8' - 3" 2 617 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 8' - 3" 2 618 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 8' - 3" 2 619 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 8' - 3" 2 626 STAIR EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 627 PANTRY A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 12 628 LOUNGE EXISTING 3'-01/2" 13/4" 9'-2" EXISTING EXISTING EXISTING EXISTING EXISTING 17 629A BOARDROOM C 3' - 0" 1/2" 8' - 4" GLASS CLEAR/TEMPERED 1 1/2" FACE ALUM. CLEAR ANODIZED 3' - 6" 3 SEE HARDWARE SCHEDULE FOR ADDITIONAL MISC. HARDWARE & INFO 629B BOARDROOM C 3' - 0" 1/2" 8' - 4" GLASS CLEAR/TEMPERED 1 1/2" FACE ALUM. CLEAR ANODIZED 3'- 6" 3 SEE HARDWARE SCHEDULE FOR ADDITIONAL MISC. HARDWARE & INFO 629C BOARDROOM C 3' - 0" 1/2" 8' - 4" GLASS CLEAR/TEMPERED 1 1/2" FACE ALUM. CLEAR ANODIZED 3' - 6" 3 SEE HARDWARE SCHEDULE FOR ADDITIONAL MISC. HARDWARE & INFO 629D BOARDROOM A 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 5 SEE HARDWARE SCHEDULE FOR ADDITIONAL MISC. HARDWARE & INFO 629E BOARDROOM EXISTING 3' - 0" 1 3/4" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 17 641 STORAGE EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 642 WOMEN EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 643 MEN EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 646 STAIR EXISTING 3' - 0" 1 3/4" 8' - 4" EXISTING EXISTING EXISTING EXISTING EXISTING 18 90-MIN. 647 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 2" 2 648 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 8' - 5" 2 652A OPEN OFFICE EXISTING 3' - 0" 1 3/4" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 17 652B OPEN OFFICE EXISTING 3' - 0" 1 3/4" 7' - 0" EXISTING EXISTING EXISTING EXISTING EXISTING 17 654 CONF D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 6'- 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 655 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 656 OFFICE D 3' - 0" 1 3/4" 8' - 4" SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 DOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM 657 OFFICE D 3' - 0" 1 3/4" 8' - 4" I SCW VENEER/STAINED 1 1/2" FACE ALUM. CLEAR ANODIZED 11' - 4" 16 1 tDOOR, FRAME & SIDELITE: DEMOUNTABLE PARTITION SYSTEM RE1VllED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila L.BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER =111te- Ma %*— 0*1 REGISTERED D -+jJt�H�N B. MILLER S A p vvt;SF,INrTr 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date INTE RI OR ARCHITECTS S E A T T I E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: Job 0i00i0 l i 0 S Cm" E. D U E Sheet:AN-422 O N co 8 N PARTITION SCHEDULE STUD SPACING TYPE FIRE RATING UL # DESCRIPTION SSMA # (IN) MAX DEFLECTION MA7HT STC THICKNESS INSULATION DETAIL TITLE REFERENCE REMARKS A07 2-HR U423 U425 2-HR. RATED 3 5/8" METAL STUDS AT 16" O.C., FULL HEIGHT [SLAB -TO -SLAB] WITH TWO LAYERS 5/8" TYPE-X GYPBOARD EACH SIDE. 362S125-33 16 L/240 16'- 5" 48 6" N TYPE A06-Al0 (2-HR RATED) B03 NR NR NON -RATED 3 5/8" METAL STUDS AT 16" O.C., FULL HEIGHT [SLAB -TO -SLAB] WITH ONE LAYER 5/8" GYPBOARD EACH SIDE. 362S125-33 16 U240 16' - 5" 40 5" N TYPE 601-606 (FULL -HEIGHT, NON -RATED) B05 NR NR NON -RATED 6" METAL STUDS AT 16" O.C., FULL HEIGHT [SLAB -TO -SLAB] WITH ONE LAYER 5/8" GYPBOARD EACH SIDE. 60OS125-33 16 L/240 24' - 6" 40 71/2" P TYPE 1301-1306 (FULL -HEIGHT, NON -RATED) B09 NR NR NON -RATED 3 5/8" METAL STUDS AT 16" D.C., FULL -HEIGHT (SLAB -TO -SLAB) WITH (2) LAYERS 5/8" GYPBOARD EACH SIDE (OUTER LAYER GWB STOPS 6" ABOVE CEILING) 362S125-33 16 L/240 16' - 5" 55 N TYPE B07-B12 (FULL -HEIGHT, NON -RATED, ACOUSTIC) CO3 NR NR 3 5/8" METAL STUDS AT 16" 0. C. WITH ONE LAYER 5/8" GYPBOARD EACH SIDE (PARTITION TERMINATES 6" ABOVE CEILING). 362S125-33 16 U240 16' - 5" 40 5" N TYPE C01-006 (THROUGH GRID) C05 NA NR 6" METAL STUDS AT 16" 0. C. WITH ONE LAYER 5/8" GYPBOARD EACH SIDE (PARTITION TERMINATES 6" ABOVE CEILING).. 60OS125-33 16 L/240 24' - 6" 40 71/2" P TYPE C01-006 (THROUGH GRID) REFER TO DETAILS #2, #3 & #6/A-8.0.1 FOR SPECIAL CONDITIONS AT OFFICES AND CONFERENCE ROOMS ON 1 ST FLOOR WHERE "SIM" IS INDICATED AT PARTITION TAG F01 NR NR 7/8" METAL FURRING HAT CHANNELS AT 16" O.C. WITH ONE LAYER 5/8" GYPBOARD ON EXTERIOR. 087F125-33 16 U240 NA 1 1/2" NONE TYPE F01 & F02 (FURRING CHANNELS) F04 NR NR 1 5/8" METAL STUD FURRING AT 16" O.C. WITH ONE LAYER 5/8" GYPBOARD ON EXTERIOR (1/2" AIR SPACE BETWEEN STUD AND WALL). 162S125-33 16 L/240 7' - 6" 3" K TYPE F04-F11 (STUD FURRING) F06 NR NR 21/2" METAL STUD FURRING AT 16" O.C. WITH ONE LAYER 5/8" GYPBOARD ON EXTERIOR (1/2" AIR SPACE BETWEEN STUD AND WALL). 250S125-33 16 L/240 12' -10" NA 31/2" M TYPE F04-F11 (STUD FURRING) F08 NR NR 3 5/8" METAL STUD FURRING AT 16" O.C. WITH ONE LAYER 5/8" GYPBOARD ON EXTERIOR (1/2" AIR SPACE BETWEEN STUD AND WALL). 362S125-33 16 L/240 16' - 0" 5" G03 NR NR 3 5/8" METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPBOARD EACH SIDE (LOW -HEIGHT PARTITION). 362S125-33 16 U240 16' - 5" NA 5" N TYPE G01-G06 (LOW HEIGHT) G07 NR NR 3 5/8" METAL STUDS AT 16" 0. C. WITH TWO LAYERS 5/8" GYPBOARD EACH SIDE (ACOUSTICAL LOW -HEIGHT PARTITION). 362S125-33 16 L/240 16' - 5" 55 6" N TYPE G07 (ACOUSTICAL LOW -HEIGHT) J03 NR NR TWO ROWS 21/2" METAL STUDS AT 16" O.C., FULL HEIGHT (SLAB -TO -SLAB) ONE LAYER 5/8" GYPBOARD EACH SIDE (1" MIN. AIR SPACE BETWEEN STUD ROWS) 25OS125-33 16 L/240 17' - 6" 55 71/2" M TYPE J01408 (CHASE WALL) L01 NR NR PRE -FABRICATED CEILING -HEIGHT DEMOUNTABLE WALL SYSTEM (FURNISHED AND INSTALLED BY VENDOR) NA NA L/240 9' - 6" NA 4" PER MFG'R TYPE L01 (DEMOUNTABLE PARTITION) FOR REFERENCE ONLY INSULATION LEGEND ALL PARTITIONS THAT ENCLOSE ROOMS SHALL RECEIVE ACOUSTIC FIBERGLASS BATT INSULATION BASED ON STUD WIDTH: MINERAL WOOL ACOUSTICAL INSULATION THICKNESSES A -1 1/2" B-2" C-21/2" D - 31/2" E - EXISTING INSULATION TO REMAIN F-6" MINERAL WOOL THERMAL INSULATION THICKNESS G - 21/2" (R-8) H - 31/2" (R-9) J - 61/4" (R-18) FIBERGLASS BATT ACOUSTICAL INSULATION THICKNESS K -1 1/2" L-2" M - 21/2" N-31/2" P - 61/4" FIBERGLASS BATT THERMAL INSULATION THICKNESS R - 21/2" (R-8) S - 31/2" (R-11) T - 61/4" (R-19) RE WED FOR CODE COMPLIANCE APPROVED JUL z 9 2015 s City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER 4 94`00 REGISTERED 1� TECT .HqY B. MILLER OF W.A.SHIfJ:ITON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date JA INT E RIO R ARCHITECTS S E A T T L E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAW NGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: Job No: 21BECU.0002.000 Sh.&AN�7.M4 C I . . I . I �. � TYpe, � . I . � I I . 11 11 . . . Desc � � 1. 1­1­1­1 ription': . �. . Lamp . ,: .. ...... - .. . input 1. . . .. 61ts.� v , . 1.11 I ... I.. .. , 'uiactu �� dataI6 mber Man re .. .... 1. _q �N' U - � 1. . ­_ � I...... - ­­ - .­­­ -­ :_ ... ... 1. � . . Notes :: 1-111. ­ . . T�pe; � ". .. . riAlon Desc p ­ 1. ... . ­ . I .1 .... I .. .1 Lamp .. � . ., . . � � �. .. I Inpu t ;� .. ... I.. . :_ , �V , olts . .1 ,­.. . I .­ . . I � .1. ­ . ., ___ - .. . .. , ' Number : ata ManufacturertC io-q I I.. 1.11, I_ __. . _ .... ­... ­­­­ 1 ... 1. _ .. ..... . 1. � . ... I . I . Notes: : I ...1. .- . . � I . . . I 1. . � 06 I --_'T�l � I I I * I b ,esc�pton. ­­ I . I Larn P:� I .... ­ . �.1 . .. 1. n I put � ... . 1. _ Its: VO ., .1 I . ".., � I ..; cataio< M n -,:Nur-nb6r . ... a ufacfurer/ . .. .... .... . . .. . � . I .11, I ­ . ... . . - . _ ­ _ I I ... I I - Notes I ­ I .. I 1. 1. 1. I � I I . � I . 1''.. � � � . . . � ­­­ ­1­1 .... 11 .. 1. 1. I.. . ­ ­­1 ... � .. ..... .... .... �.. ­­ ..... � . . I.. I. I ..... I - watts . . I I ....... � ...... � .1.1.11'.. .1 ...... .. �.. ­ I . ...... .... __ _____ . . . .. I—— .1 ...... I I ­ � .. �. I. I � � ........ I.. . I ... 1. I. 1. ­ I I � 1. � - I � 1. . � � 1. � .... ­ .... I .. ­ ............ . __ .... I .... I .... I I.. .. Waft.t- . .. 1. � I � � � ­ . I . .1 ..... ­ . � ..... ­1 ­ I.. � . ..... 1. � I . I . I .111 .... I. 1. 1. . � . . ... . .. ... � . �. ­ . 1. I ... 11 . .... . � �... .. I I � I I. I'll ... � I ... I ...... I ........ 1. 1. . . . ... � .. : " Wafts . - .... � . I �. � � ....... I . . � .... 1. � ............. �.. .11. ­ I . I .......... ­ 1. I I . - A I 8! suspended diroeVindirect,Jinear LED. with cold4olled -steel housin I ::. �. 1, :_.:_. 1.11'' -1.1'..., 4800-.- Im/ :94 277 Philips; Ledalite% .....1. Cable mount . I 1.1--­ :E1 1. ­2" tall LED,downli h cy1j,rider with silveranddized finish 4"�djameterxl 1. . I 'gilt � .. I-. I I ­..­ I—.. . ­­-.1.1 ­ , -- .. .....-I -, . ..... . . .... ��. ,. __ "......... .. ........ - -11. 20,001m . � : 277 Lindsl tighti .. .n ,1 . I I-, ".. Py :91 Ca.bla.tm ourit . . ............. , ..'......." . � N . I I � . Z-7/ -!w _:. . , _. . -� 8' x4m�3/4'� hiah. Linear LED! u oldown. light with acryl ic lens,.a nd _ �: . , 1. � :_ . � 1. ­.. � .. .... ... , ,.. ., , � .,­.. I I I...." .......- 1. .. . .. . 277 - P! . I nnacle, ­ ...... - ­_ . � � . .. � ­ C ble mount, I I I .­­ I ­ .1 .. � ­4­­'..­ .. .--I I I �. . . . . . . � � I � ­­ I . , ..., �: � ... � .. ,_ . - ,. :.- . . -,:,: ... W... . 19 . , � , . � . I _... ft . so��pic&.16hri. :St hdat6whitefinish &0- 1 0* I I a d 1�6 ` 6"i; an V dimming. I.. I.. �. .... ... I .1 1. I. - 1- ­­­ � ­­ � . ­­­ .-l'..''. - I . I I 11 I �, I � . . . , . I I I ­ I ­­­­ ...... 11 ­ ­ 1­1 .... . . ­­­ ­­­.".. .. I ­., � � �. - I ­­ ­ 1-1.111. 111.11 . � ­1111-11--.11 ...­­­ I—— I I I 1.111 � I - I � 47w W4 .. � ­ ­ 3500K � . .1111­ 1. I ­1 � � 11 . I ..­­­ .- . :, . ­ 11 V, . .LED I.- , P.Te 11 � I 7.606TI3 C-*,Q1IT08,,T2 W, . ... I . 1 � 11 ­ ­ 11 � _ - 1. � I—— - I I I . ­­.­ : . I . . . W ith bb,ttom I ­.­. . '.111. - . I . a T-Vt;AFF� I I � . . I . .1111. I - . � I I ­-.11.1 � - I ... ­ I .1 , I I '... . .. I.., I . . I I � I � I.. ,, an on 9y.l er:a i 66 e ind 'd ­­­­ " 6clear, rd:., ,40:dogr,-, reflector- . .1 .1 �e I—' ,, _­­ in., ,cpqopy.. IjI. ­.1. - . .. 11 ­ I �. , , ,,,, � .11 I " I � . � I I � . 11 - � ­. ­ I 11 11 I - � 111. I—— ­1. - � � ­11.. I I—- I - I -1-11.1 � � - 11.11­ ­ ... . I ­ ­ ­ ­. ­­-.11. I I ­ _______ '­. �, . 11 .1 300 K ..... I.Q . . . I . 1. � � I ­ I � . � . I � I � .. .... e, TO' I ... . LLRDSPN.:! 230.2000.SL�� 0 * ` i 4 � . - . .11, � I ­ � I - ­­­ ­ I I ­ I .. ...... I'll 1.11 ­ 11 . ­ . . I With,bbttom . I I I I I 14��OTAFF : . . . I I - ­ 1­1 . 1. I : : I I ­ I-_ .. . � - ' t ­11 I", - I rs. '00 . nzon a Me _. - do . - I .., 1. ... gro�� ff', ho, "I - � - .. 11 . I I ­ � ce room pendants . . 6th,f166t,conf6ren . . I � - � . � I I ­ I 1. � - I I I 11 I 1. - I � I ­ � I - ­ 1. I I .11 . ­ - I I ­­ .... � .11, I . .11, I Edge EX213 . I I . � ... � . I I . I I 1. I ­.. 1. . I.., ... 1111-11. ­ .111. ­ ­ I - ­ � � ­th 1, : : I W. " liptiom.at - 111- . . . I .. - - . I I _1 I � . X40-0 MF ;. ­­ ­ � 1. � I - - ... - I 11 . . I I I : � _1 : A, I - , I.. 56m," I 11 b . I � I : - 'A - t 4%�:J qq. 0 p ,on 4800. jm1' ­ ".. L , 47 . 27 . .. ___ __ - Philips todal,ite:� I - I .11 I I � ' t' - C;"b I" 1 P114): . KIP M � �.E2 . � 2`dib�6 171,x, :0o n i ht 4­1 - "'d " 'th -I t - ' - ` ' `dizAd fini- h. . wj,_ si vera . le 'to Q:: ., W'... 1:01. I I . ­­ ­ . ,,�t . ..!n ,..or .no. i.... ,-,., s_ al LE y " I `31001m, . I . 11- - ­Z 4 I I , I I ,?77 . . - I �Li� I �igjljn .,., 'd§ OYU hti " - I . 11 ­111 g . Qbbj__,__-_. ". t �. 9,110PLIn. � . P" , � . - X .- i * ­t' "' �_: - -bI K 1011;d 1:2 76'highid i�iqatte aqKfh[s 'r . - I I � - I- � ­ .1 ­ .1 , ,,, . I 0"�P­ . . - I!. . e f** p . 1. ., �� I I � �. Ondajht�' ith :� I � 8WLED 1 1 �� .. . .... 1. . � . I 18 ­ 120 ... * Q I 1, lgwo�* , ­ I I 1 . . . I q oj6 rhPont I I . � I I . ­p,,apdype_i _. . . .. .1 . .. .. ,. � .. . . .. . 47W�W . . I ., V6rg.e,,LED � �� � . ' � : withb6ttom, I . � . . .1. I . .. . . . . on qy1ind- .. ::,cano .61 6 dr, 66rd'.40:66 roo r6fIdd J'� er,and * * � 46 � py .1 , d- . I . . I . . I , 0 I . 3000K ­ . � .. . . . 11 .1 .... , . Reed Pendant . �vjth,�bottom at : . I * . . I I bI D I I FroVide With dirrihia e..LE retrofit 14mp . 2I A2 . - Cat n ,, anz �4 goibIP6 da6t. Cedli6"M . '' . � ' . I with b6ttdfnat . . : I I . � 1 . . . 1 I . � I . I I . I . . � 1 ,� , . I . . � 1. I 0* !�5 Ok, - I...."..,..". . . . . `B 010N �UiT`2 W 76, L . I � ­4 ... 1. 11 ­;., '. ­ � �:­ I at 7.--3.' I 7"' - ,,;i� ' 'r - F : I-— ­ ,11 : . . . I I . . I � � . 1 I I i . , . LL . b P j ,8'0,,, �8ws'L.46. 'ft ! ­0 � . 7 �. . -, %.. ­.­ I � ­ � � �__ � ­ ... , I . . I , I . � ': I 9! 17"ArP I - I., .. . 1 I . � . .. 1 I I � . I . . . '760K 2 - . . - ­­ . ­ I 'I... 'CAR. 1� .0 _. � ::,Z_5 I., ... . ildwf: I .,� 6:. .. .. � . I ; I . . I . . . � . I � 1. . I 1, I 1. I I � I I �. . . � . � . I . - I I - � I I . I . :: I � I � I ­ . . I I . . . I . � . I .1 . I F 4,510 s' * I : ' it' :' ' -.,dbwhilight,with-�'S ho6a,,. ,'I . *-- quaro,'ape, ure,fixod t ear.cone 20 [ftli LED.: I OQ . I '36: : ; -77' . : 2 Kurt'Wis0h: I I Recessed .. : R, � . . , LED, teofferwith s6tine Iehsr,`;.. . 2X.2 32 �061 m . ' 37 277 P11'n 16, n ac . . .. '& d" I R c-esse I I . . . . . I .. .. . . . ­ . . ".. � I I I .. . - � 1; �' 0 ''d" - n6ftn'dolessAj 01 V mming.� P .1� . ,.., n . � T, _�._..,�,_p I 4-:1'.. , . 30010K, ... I ... 1. I I � . � � I... A *1 � 1,30'2-Q�PV rMR4 I . . 111, ., .. ... , ".1" _ - I .. . � I I . � � 1 ­ ­1. � ­ I." 11� . . - I . . rrj. , ' � 1 0 1OVd .. 1, ­ . 1. Irnm9g., I 3.5001.< ­ .. ­ . . . � . ' � � as LU16e.42x2, , I 1. I . ... ... . . I ..... ­ . I � . � I . B: 1 ' .. - I 11 0 htsdiradrTridirept., npa�v EQ�Wjit . 8! wall M , ,. u -a- W d_r.pt j'h ' ' V, _: � ­-.1. I rpljo q­s!1.n_ I... . ­. . I 3,4001.rrT/ I ;�a 4 8 . I . 277 ., , ilfpsl dalite: I Ph'.. ... ".. a� 1. % I.- I Wd 11 m punt. - , . I ­111.1- .­­­ . . I I I �. * _ .. ...'... , I . I ­ . ... I A a � 'and M " ' * 0 t" " *I - '" Sth "d " rd ' hit " f " - h do Qw4QV "' ' , oAo,.%,� ,� M. ing, � ... � 'p_ ta. 6 s�, . _ n.. _ w.,..i..e his � di' m � I , , - . ­ 1. .. .. ,. . ... . ­11 . ­ . ..­.­­: . I . QWatt/4'� . ;­­­.. I ... .. . . . I I � . I V I .otgo�,LED I I .1 . - th' � n'teirait. wi . ,ce I I.. � . . . - I - - � . . � ..... I ..... .. I .11 .. � . ........ ­­ ........................ � ............. .. �. � I... ­ �.. . ...... I ...... I . � ....... � . I I .. � .... � ............ . � � .... ­­11. .. .1 ... .. . � ... .. : I .­ � .. I I .... �. r . I � I I , . I... I . ; 3,4:09:' LU22k3,5 277"IDW I I ... . �.. I I I � � . I . - � F1 I - � - - - :1 1� 1. . I . .1 - .1. -adiust6ble'.4cc' SoftSh­ " I tu re,� * it I ight with e*en c ear cone 4.5" square,-apaft on I I I . . : � . .... � 20001 M LED. 48.3. � I � 277 I ` * . Kuft"Wrs.en . , R 66ssed I I . .. � � : � , : .1 .... .. - I - .� . I - . M"ou*nts--f6,'.h*ort'z-on'tal',swit,b'h,"-box � see. manuffidurees-, instructions.. ­ .... I 3560K "I. ..� "'..., , . . I ** - . . I . 7608; L B" E,q'N­0­8 7 2 W , I - : AFF: - . 7'T . : . ­ . . I � I I . ­­. ­­ ­1 ... I . ..... 11.1 ­ ... � ­­ ­ ... I ­ ­ .... I 1. 11 . I � ��� . ...... _ I 11 ­_. I 11 _ _11. ­­ 11 ­­ .. .. ... ­ ­1 � - - . . ., . : - - . . : :S " 11 - . . I 1�fl � , �� ti_:1 I 11 ­ .� - J,diflb " I LF-, Ii h v m6d" d n - fZ cessed , D-�d: ., r ,:,,.jum oo� pp ican, se tw,, v. I se:co ­6 , .,, �wq:g - . ,it,, itla , . . - , I ,, . . 1: . . : 1.1: .: � .. �..._ ,,, -m ,. 1.1%,.. � -.1- 20'w.1ED ' ­. - . ........ .. . .. � ": . 2 0 ­­­ .27 -, 7 ­1 . . I.. .I 11.1 � I _�.d I ��,e , . -T I - " d' . ,. I .ec� sse I � R - . .11, � . 1''... . . � � . . . . I . I 11 . I I . , � � . �. � I 7, 1 ___ - I I � I I . . . I . I - - . � : : i I .. I . .. ,. .. I . . . . .­ . � I - ­ .1 . .11 I I . . �,-Qw OV dimmi * , lrr� I '. 1; .... 4' i .: .. : : ..... .. - i1q., 0,44:111, f:' *6 1 � .. 1. fb g _,Ooahi, d ,ution ..:. I J. , P,., 1.. . .. n e lo�.: T' Mddn .. I ..... 8000K, . I.. . . . I � � . � .� . � ,22 � , FIVIR-4, A4144 G::40 Z7 . � .. I .. - , .1.. . I , - I � I . . I I I � . . � I I . � I �. . I .1 . . . . . . . : ... �. ...:�...'�:`,: ...'. I I �. ... � ..... I ., I � I _-.0 I'd fi :.. d i.rn" �,, ... ... . �­ , ' in - - - ' 0 1 QV- ,, m with'White , ,e, .. Prige, : - I I jing, I.. � '. ..... � I .... 35POK . I . H664 I i : C, , � I . . 0 -� ,QM : � I 1 ,, ]in - LED'O.'" I-- ht - - ith pdtl. 0s: I - ' _' dal 4--i-il ­.tfihs 16! . && i h � wn ig... I.: wt ,jons. an :, inUM.'Pain � ' 75MM! 129 2 �� 77 _7 . ' . ;V"; Li ' ht" ' ., is J.g., .in . �.: I 9. " . ,,ab,le- - ' ' ' " * t . , pun Q . 11 I M .- : . . : I � ...... . � I I .. .. ... .. - _ . I . ,, _ ., . ' ' ,P,r.ov,ide:lwith�O�.1.0,,V�-,dj min,g,. I . � 3000K I I � . .. I Beam 4 L D", I I E ... I * � ** with bottom at, ; I � . : I � .1.1 .. I I � . I ' I - - I 201 " ' *ED:'640V HDUrH'P..P,.A 4 I � � '. G - - ish;, 8emkrecessed LED'redtangularwall wash vAh:;matte:vhit&fin` - 7291 LED, : m It 17: . .1277 - F . �aqr � . , I - . 1. I.., d Serrii Recesse . � . . . . I I . I I I � � . I I . I I , � I I I 11 I - I - - . � I .­­ ..., -, - � R I.. .- ... - �._ .. :-. , .. 75 . G 1 -3 ." � �S ­ � 6 A 277Q I I � BBDLED 132- 1 '"' 1, _...:Z... 1 __., I - .1.., 1, ,. 1P -1 .. ... � - - . . : I flf��&A - . : ,.,�F� ... I :. - ­'. I � I , ., �, - . . .. . .1. �� I . OZ , .. . . '46 .., : ,u , Ina[rog.T.: � d"m m; - e , 40Y _ . ppg::� r. r,n,o- M.-Nni fqne:p,,or P to 4 lum� ...... 6--.1- ..' ­.­. �. � ; � - I ... I . T...." .. : -.1 �... � ... ­­. . . * " . 13,1060k. � I-. I— 1­1 � . I � I . . . . :* , , . : tL S22-2*0�(-:.z-vrd�,50 -� I.. _­.. I. ­ I 1. ­.. I-. .I . 2" . . . . . I ., . 8, I I . I � . . . I . - ' 4$i��W`MF' i 6'' -�H '- � 0, 7:A, I HOL P , L 35 0 I.. :.1. ­: .. ...., ".., " . . ­ I � I � � : I . . . . I . . � I I � � �� I I I .. . I .. . . I . STS-**- � I . . I . I . I I . I I � . . � � � � . . . 1. � 1. I � I.. I : . I I . . . � . . . I . . I I . . I I . I . . . . � � .. � . I . . � I I . . I 1. . � . � . I I I I.. � I - � . I �.. - - I I I . . � .. . . : .. '. � - I . I H . i 91 Wait mounted LED. brazin 'Systern with, ojuts[dw. mer in lengths as: I 3-181rilm W i I ,27T : - . Pinnacle. Lightinj � W'6111re6essed : : T ' ; fluo � .. ,. � . adjust, : ow.:pea �- a rig, e� 4�. ,* r6kent o6vel!9,11t., with;, eible� reflector set':at I , k I ... I -FSMHO ..',� 62 277 . I I Pil I rinac,16. - Cove mount I I I . I . I . � . . � i ­1 � I ­ .1 , .. � � ... ... . �. .1 .. " � �.. . . , - 1 :�.­.:�� . � �. �, �. -;, q ; , ­ "" �'ce � b' .. , .0 . Qv th n �: mMin ow, 1.1! -.1.1 ­. I ,­ ... Z;I. � ­ . g .On lansi Sba kl* h-n, , il. 16 .. .. I ... '. - - I ­1 ­1 . . q qqi � g:.. �... 11 ...... �:Jdi. I. I.... - �t� _. . "'... p ,e a de or inac;_,i� , , . . ,. I , � 6 5 Q K . . ­ . ­1 1. LF � 11 ...... . . : I I.. ': ,... - , ... Ed E I' i'd6. . J : OtA " ; .."M q, IV. u :'...... " . I I .. . . 1, I � . . . � I . .. .. . . :_ .." ... I - * �, - � . , � . , � I'll � ".. H-1 . - . A. I-. I I .1 . - ,.n;on ,,r . .. 6 - - h w. � , ,4 n !§ . , I a& s. o - - 1­1, * d _j paus rows i :,eng,.. p. ... pop �.. 1.1; 1.11, I-- ........ 4. ­1 ... � ... ; . P170 .in , n - :. " .�.­: , 1. ­ - � I I - .. q_. '', , in . 4%W I 1 . ., 05 covo,f' . ­� .. .. . . � - -.:- % 1 .1 ., . I . � , . , � d 1 i ht, I IrT . . . .P 9 . --:. 1. .. . P "A .. 1. . . I �, I 1: , .. $�00tyO..".C...".. . � � . ...... ... I.. I I.. I �.. I ... �.. . - e , i p�:` qp- fl'Z]i� ' 1h ..... � .11, _n t � . 1 .1 1_..�. . . ­9 ..... 7��IMI.i 1. .. _. � 1:29 1, . I.. . -7 277 �. . . . � 1, � ..� 1, �� � ­� ­.., ­.. "... . - . - Mi -" Q hti - . ., � ­ ,� I . -q--. :: i . in , "I.. . . ­g .­g . 6. - , � ,... t .. I moun . ..,.:, .. . ­ . I-- - . . . . I I ­ . 1. . . I I I ,� . � . . I I 30QOK ­ �. -11, . Beam 4 LED . . _ ,. .. ith b,btt6:ffi-:at : W.1 . ! : , , . I .1 ... . ­ Pf6vid" I 846.. fit .. i st 'ao - "' I'd"' ;: ' ' ' ' cfi 65`� 1 � I . 1. ,00ngth. ... ,con r.0 ninc-0 ing end., fil le'r s�e io aas . . . ,. I . � - .1 � I I I � I . . I EVL 30HO 26 SF 77 11 D� Wribah/so * th 1. 1 .2 1 u . I . I : . . . . � I I I I I I . I � I C1205jT5H.O:X . 1 'X . . ,, t277`10 - . 06; � iti 6 �, I .,$ n � . . . I . . . . . . I . I . I . . 1. � . . . I . � I � � I . . 1 . � I . BBbLJEO B� 750,36,80 1*,2! AR271Dl: . . 8 6, � I ts - I - I .10, I -- I ­0 T �: "AFF : . 1 . : � . I .... . .1 I . � - �� built I 1 oordinati6n witK:' '' necessaq..�- Provide --shop drawing&showing:c . ; .,; .: I . 41t I . si . � . � eq ionT.. ­,''.­­ .1 , - . I . I . - . � � I . I * - Cqb6comer ` ` :* , , " - , - �L � F1271 !D�W::oas . I .. YL . QH.10 1.4 5 , 7, . . ­ st [ . � � : . . . . I . 1. . 1. ­ . . - I.,. I I . I—. .., I I .1 . I.''. I'll, I ­ I I ­ . - � 1. I I 1. 1. I I � � - . I I I I I � I ­ I I I : 0 , 11 11 . . o � d' d � with.12"wall �6fmgat , .-:,M; ­­ .. I.I.T.. I 1. _"'...; . I.:, I "I -4� C _ _p. tze 4p'litloa LED wall. Wash , - . . . :. �:,.: LED: ... . � :175 . I.. .. 277 1: 1. _____ -_ Vode . � 1. . ­_­ . . .. . � ­ . . . .. 1. . Wall ount� I :m .: 1. . � '' . - : � I I . . . I .. . I .. �. . I I I I I . � � . I I I . � . I I . I . I . .. . � . I . . . I . . . .. . . , .. .. . I. ... . . ..;,.:.. .'. . � . � .. ­ � . - -ishvith Whit bafflean r ,,- I .,: alUmihurn fin . 1. . d 61dai * ldhs,., Rem*'61t1o,:d6Vor:aAd - . ­ I I . . I . I 3000K I .. . , � -B.X")(4Q48-WA;1,.* . -2-0- 1,07 Z.72SAE. zt .... ­:. .: . I ' '. . � with center .6t I I : . . . . . 11: . . I . . .. .... . I ... .. . 1. I . I . - mm n sr . d, - * . I ,. ,�M p ti, ; 0 f0v 1. .1 I . ,.,y iri.-Wf $04-ir.p pari.op 0 -p jqgi�C­,. . : I ....I.M.-ge - . . SO_30_wg�017AL_01 .11 . I ­.." I � . � ... 1 ... . I ­ I .71, � V1 I I ,� � -:-AFT ... ....- ... . � . �.. 01 - ­ . . . * � . lit. ..1. . .1 , . L(h6arLED up/dowr) lightwIth:�.harizo W'99dp , 'ers w I.e.*hs; and gree I com I . - . I , . 320IM/ft, up 8.61 277 . . � . 1.1ghfing' - . �Ws L I I I C' ,a;ble rhount, : � 1. � J � .. � - . . . . I . - I . . . - fr - me i I .. 3-light LED adjUstabler pendaritin extruded, aluminum a , � C, _ .. I . , Iritegr 1� ­. - - I., ; ' :341'30,01rn. : � 54. 1-277- I . � I � � � � I . ting; 3Q Ligh � . . 1. ­ I � � a .., nio rit � C b1g, .0 . ".. I � . � � ._ I . : � 1. . 1. I . . ,.. .. - -.1...., .. .... .. � I.I.... . . - . .... ... I..''.. .. ­. -.11".- � I ... I'l-, �: , . ., bl� .. 6 s a , h, ,%�0, I , 1 , � s __p i.-j-.p qp§,­ a . ou ing., � '90 ­ - 'O'Y,. .. J,7,b t' - s...oW . ppr , �,. P�, _ �qx�ml ­01- - . ­_.:­1.; ­ .. . , Q _ ..- wn .. 40lqnlff:�'0...... � ­ . LF ... I :, ..­, 1. 1. .: I . b e8ni 4 L ED , - �.�. �� I., - I., . � � - ­­..... �. ­­.. . ... .1 . .. - .. . .. . � with bottormat ! � I - I I . ­­­.,� !­' I I . . ­ � . ­ � ... . . ... I., !:._ :�­_­... -1. . _..­ __..__,­� ;., ­ - I ... :. .. . � I .......... �., I .1 �, .. % ,. � . I " - .. 1, I.. b;41' ' d' ' di I ive _040Vd' , � - Nat ratf h 111. - Is ;q.v,g!m, _ ,an :.,,,arjp_ g qjra'rne;*. d ri r -,., n - � U , qm ­ .1 I., ­ ,,, _d_ . . ,m!ng _. I -t� � I - "'.1r. in., , p .. . .. .11 . �. Z.." ­ ".. .. L17D, ,:� :_ v- . I . . . I I .... �. ' . I 'ip hh_�rma, .� .. . .1 .. . .. I .11 .... � .. ... .I... � .. .. ; with bottorn.at . - .�. . � .­ 1. 1. . � I . : _ � .1 . . . . ., . - ­ � " ... I ­., ­ I - . 'b " �. * , I , Nqjow: R­. es.'-p4st qj��,:qx Vid ,.with .:,fixtyre I- 1- ­ ,equir .om . pro.... . - �. - .. . ­.. � 11 � � I � . � � I � . I I ., � � � I . . .: ­ ... . � . .. . I—- . S.Iotf i�� I . .... . ��... ,­. - . I . . po e � ens and: alu',mihum' pai"AJihis- h- 'Provide W ith'.0"t V ftil � . . I I .'. - n . 0. ..dihir in . . . 300,0K, . I � .. .. I. ... I . 11 I . . B5DI LED, B2_ 320:6.4.G3Q:-S01079'::AP I . 1707 141�: ' AFF : 11 1: I .. .1 ­ .. .1 . - - . ' idl '. I ,� e -an 40,,dogree,refiecto'r Or '11 ' ' i . : I ww...prismax-�sprea. on.t s I n a Mish P i­id, I It . , rovi, e h ' i - * t- ,� d ., _ I 3000K . "I I . . . ' �, ..; LED 1,8W:30K4QD277'DI M . 3G IN-3 � . ­ I p . 11'�&'.AFF , �: _­ . � . I . � ­ I . . I � 1. I � ­­ . ­ I I I � � ­ I . I � . I . I I ­ � � -W :I11, . ., � I I 1 exteb,06'lendth; 11 'Same.as typ.,Q:::v., .... � � � I............ ......., . I .­­ ­ I , , LED .1 . I 158 277 I Ybde. . . - 1. :.. ­ 1. . ­ I � W6111 I ourit., I 11 m . . %. .. .. : � I � ­ , .. _J, � I I .1 ..1. 1. : I ­ I I Provid I . h di 'inas�, I OR raw ... 1_4�A._ ­­ - I I 2 � ... 77 D�1'07178 I . . I . .. � .. I . . . � I 1 I " ' �. � *d­ _q e r e 6 , A .:Wde - ocu�i.ngl� , heads.:..Prov do additional 20:'an.- ''.. re''. efl cl rs for,, f.. I I.. � � � �. . _..... I 1. ..'''...''. .... � I . � I . I . I I - . � � NIG�AN 60-00 I ­1 '. I .. I .1 I . . . . : � . . - ­ I I.. - I I, � �. � I I I � I ­­ .11 I � 1. I ­­­­. �.. �.. ... �. 11 � . 11 I 11 I � � - 11 I - I I I I .11, ''I'll ­V � . I .1 I . . I . . .11 I � . I . , .. .. .. . . . ,...'' . I 1. 1. I � I I 1. I . . . . . I I . I . � � .. I . . 1 � - 11, ,­ ­ 3 ,,QQQK .1 ' .. - . .. 10 4X - _128,A&2,�QLZ� 77 , ­X-' - A �2 - . ,. . . .. I . .... .. � I I . . .1 .,.... � �_64�WA wj h denter-at�. . it . I I ­ 1.11­1 I � . � ; 1. . . I . . . . . SO-3,0,-WB,, , *L ..O�A wJa: 1 - � � . . . . i� � .. T 9!�:AFF 1. I , 02--'e, I Of,ao , : � S6 d"69 t 6i.01 proA * *6161 IWA -17,166 hs, e M 3201116*ftuip . 8:61 277 . a-, ng, I .ti Axi L��h ' C bl , , a ,e unt . : K , : t: - : . � - d ' ' d hito *.Iihe'arup/d6wh LER�66&htwi I d , . jth-beV6 6 -en capan w . I 41:001W-4�: - '139�. . � I .,277 FI * k,W ' . U. � rX, � C ;abf � m' ou ht � I . I . . � � 1 1. , . .1 ... ... . 11 .. . I � . . . � 6- olmlt:dwrl ­', 1 7­ ­: :7�: *Lr j.. Beam 4' LLD � .­­.� .. I .. . �, 9#0 at: voo b j ni. : : .1-.. r. . . . I - ., . .. ­1 . 1 - - -- in ' 'h i e dri ' , I ' po ercoatfinish; 61 " ' .,,,., ,unt:*it: i nt grat 4 - V ril ng� 11 .. 1-ii �cqi.l: g,mol.1-11- ''.. , I.. _ or mpp...Y. -, . I , 36­.... � OK 0 I � I ... : � .... . I . . I I '. ED P I ['al 4 q , d[n , . " l7i '' . t * ,: p , , :0 . ­11 ...:.11.1. pi� I . . I . 11 I . , � �.. 'i - . b - wr h_ qttq .at 1.1"., . M.. : . . - . . I I . I I � I � . . . � I .1 . " U2. . � .­ I ­.''..'' ­ - ­ t ' " ' U 'xcep.: I h **' I - .'It ZI­11t1L **' * ­ ' * ' �­ ­ ­* � . .$ - .g arne;as: yp�e! , e .. en , I LED,,', ' * . :.� .... 53. ....- � 277 -. . _ ... .. . � .... ...... ­­ .... � ..... ...... .. - , ia ' '' V d' ' - I 01 1�, . ... � - . ...... ... � � � a t ,� wall.. 11, � � � . . . . . I � .. I I 11 I . - I . . ... ... ... .. I � I ­,... I I . . , 3 .;QQQK I'll, I _ . I.. ­ I I .. .. ­ . I ­ .1 .. I 1. .:S, ." ,. . , - BBDILERR2320'640:.�30: 010711TAP . . .. . . . I � V IT .'.AFF I .1. . .11 _ , .1 .. , �:.. .11 %, %,.: - . - , , _41" ­­ 0,,�,� I r e us -fo. id� si i pon i 6 ' , sion;an_�cand 06W& . I , . . 'y . I . . 1 . � .. . I 1. , , 91 : - I 0"AFF .. .. . . I . I . I I - I I I I . . . - . I I I . I . I . .. ­ .... .1 I 277 . - U� I* CTS I I .. .. . I . � . . I � . . I I . . I . . 1. . I . . . . . I I ­ : . . � 11 I . . : .1 . ... - I . I - � � I . I . 3000K - . ..., 1. .... . � . ­ I . I ' " '487WAA':z�28-A1E�--2_0rZ1 , I ,107�'�SX,X 12 . � I ­. . I � i h centiarat: Wit � � . . . � � . I 1.1 ....... . . I I I I . I . I I ...... .......... ­ .................... .. ....... � .......... � ......... ... ­ ...... . � .................... ­.. . � � ... ... ...... ­.. ........ � ..... I I ........... ­­� ....... ­..­ . ..... ­..... ... � ... I I ........... .­ ­ .... � .. .... 1. I � I - - - - - - . ....... I ... . : ­ ........... 11­111­1 .... .­� I , . � : I � � 1 I I I I . . I .70: 1 '8040 -� 94-AL ' . .1 . ­­­­­ I...., - ­ I I . ­v;, 6 � I -. I AW 7,§ 1 .. - ;,..,, ' . '. K�,A .1 � , :i as:typp K-.10 optS.�j , I . Sa o , gth . I-. M. , . . 4-1, lm[4� ,� . :78'. :. ...., .: ,277 q . ,,,, I F� I W ' � ., __er,x . y?k . I . .. - � . C bi �smoult I . . ., P. " I ,�� I . I . I . I . . I . . . .. .�­­­_. ,Wok. j . . . . I . I ... � ... . PpQfili�400p/�Od(I.LED: I "I .. . . with,:b 6 ' at . I 'M I . . I . I I I I . I � I . I � Q3� . . ,;., I .. :� ,tY "..-CT.- - Jim , - ... o X - I"11 , .1 50me: , pe J, except., pproX . t ly.,':,��! 12 1 I , ,. . . I � I , 320jm1fLUp I . 8,6 1 1. 277 J. I i - I Aks'�'Lightirig' . . .1 . I . ount - ' Cable in � . .. .1 - I U2A, � � , ig. ra . I 12! linearLED downH ht-vith linteg I powersupply-and cabl'e'suspension . . .1 . LED, ­ . .. . 53 277 Vode I . . . ­_ %, I I I M.6unt-With I . . . I . 11 . . � I I I I �. .1 :. . ... . . 11 I .. � . " 6 1 M' /k d' w* n 6.4 . �. I. L F . . earn 4 L '': B ED� . . � . .1 . with bott6mat I I � � I I I I I . . . I .. . I . . . �� , I . : 7'9 ,7 6WAFF . . . � �. I . . . . . 11 . .. . -1.1.1 �000K � .1 1. . I � � '.. I .I _ � �....: ... : , 01 - 6:*$ :.4Y! T:P BBO ' ' ' �� 10 . , jLEQB.,2, � � � ... I ... "I ­­­ I IT �01 , - 7 F: , .! 1 � I . . . � . .. . I 1� . � I � . 1� � � . : . . � . . . . � : , .. . 1. . .1 " , . I .� I , .. ; I at � - d '' di I � :::4' oc,�,Anod z , � inis.�� W1 ffus&lobs, - I e, 4, `­ ,fl h 6 1, 1. . jumpm I ..... . ,... - . . I.. � I I—. . _ .. I ''. '. .. .11 ....''­ I ­­­ .1 � 3PQOK . - . ..­­ . ­ . . � .. .. I I I—— ' - .:� BX 61 � 1(?�40` CC� ., ..� I P 107- _; 48 AE-2­0--Z � . 1 ­ I . � � - ­ I... .. ... . . I . . 11 1. bottqm;:j --/�',' . I . . 1. . 1. I � I I . . . I 11 1 I � I 11 .1 ;:� , .- .. I—., . .. � -27-7, D, 1: *CT$ I . 1 . : I . . � � . . . 1. I . I � � . .1 . -�30 -- SO -4-OA I .1 I , L Q. . � I . 6bb ft"i h d . I 1 � . 11 ,. ,e: ims e � . 1. .K2 I . S;� m ' "' 'Ay' Kbxb6pt 12'jd.hgl:h* I P as.. ,ple I � . � - �.'' . . I 41 oloini/4, ­ . . ... 117% . : 77" . :2. ' Fld?(V.V_0r,x , , . ,. .. I .- "I. 1. t I Cablenoum.: 11 I . I . � . � - � I . . . I , , ­ ... � � . ­ . I I I . . . I I . � . � .. .. . I 13.500K - . . . I : . ­ I � - I Profile,40up/66dril LEO:. I .. - With,:b6tt6mat , .. �. : � . - . .. .. � � . . .11. . . ceiling I . I.: . I : I I � I I I I I . �. �.. �, % � '--d"ArF 9- - �. . . a '. 1, I... . 1. I.. t rt.wo.od�:ce�iliho-,;Slots�".:. able.susoensiob ,centered etwee I... ­:.. . - I I I., - '...., .­ ...., � : I �...... i� ..".1 ­­1 I... . - , - I... ..N. 1, I.. . . : I-. .. .1. . elevatiot! . - I � � ­­ 1.1 � 1. I I C� I � . I � 11.1. �.. ­ � . I I.. I . I ..''. ­ � � . ­ I . 1. � I . . I . � - _ I I... _ � � 1.11 app�p. im i, x T.Iongths-, S;a rno.asifte�Gl:excepj� A ,atel, Z51, 1 ­ _ y ,, I ­1 I . . � . 1. . I... - � .- ', 32Qf . ,q*:, p __.. , . 8.6/ I.." ­.. �,77 I . I .1 .1 I ­ .1 .1 � .1 '9,, Li hti ' )W. ..... ... 1. I I 9 ... __Rg Cable mount: . 1. . � 1. ­­ I 1, . . � . . . .., . . . �. . 1. I .: . . ... I ...1. . . � . . � . � 64o,irii/ftAWn . � . I I LF I I . �. * Beam 4 LED, � � . . � . - � � � With b6ttbm1at . � � � I � � . . I '. � 1. � I I I . I � . � I I � . I . K2A, , � Same aslype P2'except.different mountih , height., 19 - 1 . . . . I . 4100ImW .1. I 350,0K . �. I........., 117 I : : 277' I . I FluxWerx.1 ­ .1, . * 6d' . L : I Pro _ n, ED: fi I 6 � 40 q p/ d I I ... - "..". . I "... . ­1 � I 1. 1 � : Cable.,mount.. � . , . -in.�at fill. . 1. or : w . b.06 I . �. 1. . _': � � UT . . . I �: Same�as tvioe-,U exce �2& length. "I., Pt - . LED "I". .. � nOOK .11 1. I :123 277 Vode '' '' 1. ' * . Xj 2'v_� 10­7-13 XT284'84 X� 1, . - .. $-A�E�2_QZ- I .- . '... , . 11 � . Wall mount, I . . . . , . wiithcOntor 9.t .. . 1. .11 . I . . . . � . 11 I I . . I I I I I I ,. . 1. I . . �. . . I . . ..... . ­ . 9000K . . I . . .. . .. � 'S 064 BB'WLEO,� 82 ­ ... - 0780�.SO­5711111*AP -1. 14.. . .- . I-- ..­ ­ .. � I 11 . I ; . V : 1 lat 1 b .. - . . I ­.1. .. : 1, 11!41:AFF - - I.. 1. 1. - : : . I � . I I �.. . I . . . I . I . : I I . � � . . . : . . � . . . . . 1. . . . . 1. . .. ..M �.�. . T WAFF . . . . . . � . �. I I I . . . SO-30 -,WB'-0AL-U. I _97, .. I T� 'AFF I .. , I : I . � I � I . . � ...... . � I I . . . I � I I . 1. . 1. . I � __ I . . I � . ... . . .. . 1. � . I I . I I ­ . I ... . � � 11 I 11 C 5: � I I ____ Sam&.as tvr).e.,C1� axcepVap.p,roxi'mat&ly,5'::x 1:9'1engths.. _...... �... I... ,, .. 3201m/ft.-up &6/ 2.77, Axis-, LiAt.."g, ­.­..­ _ Cable mount' . '11-1 ­.­.... I � . � ". : I I .:,.::, . . .� ...... : ... ... . I ­_ ...:: _ I ..... � . . . . 1. I . .. . . , ­­­­­..:.. ­.. :. I � . . : . I . ­W:__ .11 ... 6401mJift. � d w A' ­­.:.1:1­..___ . . .. ".. LF ... ...P . .,�, I ., . . $66it 4 LED, ... IL .1 ....... I .. . � ... ­ . .. .. - - .1; I . � . WithbO# vat . - . ....- : - � t K3, ... I Sa0a.As Woe K1 I I � I . I-- I -14. 4 1: QQIM . I ` 78": . ­ , : 277 . I— FIUM6bC . I 1. - ­1 I., 1. ;�.: 11 - M nt. : _ . I. � :_du -. Pat e. ,. I �.0 . 4, I . ''t 161 . � I _ 1. I �e'lj '' � Sarto,,as typ i: expep:1 , 109th, . I LED' e­ . . ­ 70. .. 1 277 11 I I � Wde ­ ".. . . I . .. . ­ .. .. ­ ­ . �. � . I . . .. W,�il I mouriV �. ... . ...­­ � : ... . . . . . . . . . . . � . I . . 1. .. . I I. ­ 3 . OOOK . . . .. . . ­ I .. . . . :' � A BBDI LED. B2 320:640-'SO. S05719'. �� P . . 1T-0_7_AFF` : - . , .1 � I . � . . . 0 350­ K I � � I-, I . . . , - - Pnofila.4.0up/600. LED, I . . WA4,bottbm at � I I :. i .. ­ i; . . . � . 300QK . . I I 1.0.7-13)(-X . �6 .. -1:2-2S"A 2-0-Z­ . m � . .,,64 48�W,A . E- . . I :� With c'eht6e.at � I I I I . 1. . . . � . � . . . . I � , - �. . . . I .. I � I . . I I . . .. .. 1. ­.. I 2-77 D140,T-S, . �.. .... ... .. .. � ­.. I . . I . I I I : . . I . : I I . I . I � I . . . . . � . I . � I . . . I � I � o I : I '. I . I . - - � .. � � I I �. . . . .... I.. . 9.'�Vt.AFF . � . ...., ­ . . . . : . 11 1. : . I I I . . . I I . I I �. I I I . - . SO_3q�Wp'. 6mAL I . .. . ... I . .... .1-:.. ­­... . . I c � - 74.)W.F: � .. ­ I ... . . ­.. . . � : : � C&-- . . . I , , . __. . . .1 I ' I * � . . I I ngt I Si)imer�as type',.CT exce t PProxiriidteIy..,,.5,'x7':Ie hs, . a". I 3 -20. frh1ft: *1 ` � . j-up 8,�61 277. I . - - - Li htl ,,Axi& :ig ing, Cable unt . : mo, X 4 - I . ' ' * 11 I . I K tAff ­ h I ,,.hei'ht. ,pe ,excep � Same as:.ty re trii6unting 9 - 41001m � 14� , i : . .9 I ,3, .. . I . I � . 27T ' * FluxW.6rx, . . . .. I 'CabI6, unt . mo .- . . U5. I . . I 1. . . . ­.­­ I . , - Same: -as typeAJ.6xcept:.8'l. n0h-. " . I LED, ....... ..... � 47 277 Vode . .. . . . I... .. ­ .1 WNT ount., . In . . . : . � 1 . . ,p � 1. .. Z . . . 11 I 1 I . . 6 . Vff 8 '40H .. Wry I ..... ­ _ 1. L r- .1 - I Beam 4 LED .. � 1- with boftomat : . - I . I ;.... :%ili, :1 I � . I . I . . .....'.... I., ­ K I 3.50.0...., , I v 1 . I . I ' .... ' I Rr.011, 1. 40u. D/6.0dn � LED �. - I... � �. ­ I. � I.. .. ... .. - . .... � . 1. ., � withbott.6mi at : . . .. __. . . . I 11 , . . � . I 3000K ' 1D7-5X-'X- 4-WA-1::�-2S-AE-2-j0 , . $ , r _- - .: _ :. � ... ., _Z� ­.. I I . ­.. ...1-1.1 .1. '.. .. I hhcenter,at. W) �. .1 � I I . - ­­ .:. ::­.. . .. I I I I . I I � � . � . � . ...­­::1*;. ­ .;� ;, , � 30,OOK . ­ - I . . ..... ..:..:.,.:. _: . .1 . . . � - - 111. �. . * . . I . * 1. "... � I - B2 320'64G . M, I SO , _ . : � BBDILED z5'17!�AP . -.1'.. ...'' . .I.I.. .... I . . . ,.. ..:.... , 11 , . III,- rAFF � . I 0 .. I I . 1. I . I I :. I .1 � 1. . .111.1. I . *P 71-76,i:AF, . . .. � � I . � . � . I......'.... �". - - -9. ,5Q�30-WBI 0 �,L I . � i AFO� I I I 7"* I ... I . - i �. . �. I I :, . . I . . . . - . 2177 D ICTS . � � .1 I I . . I . � � � . I I ­ 11 I I ­ � 1. I I I 1. . 1. . 1. I � I . . I . . I I I I ­ ­ -_­ I - I - I I I 11 I � � ­ � 11 I � . � L L - , , 11 , . 0: W , 'Poces,secl ji'new, L w ...... C c; - - _r � , 'hite,a Nj lens,, d,sp;EkpK,jq . ... ....... � 4 'I, .... ith T w, ,', 'Iml' 6901M.1417 - .....'. 11 . - -14: 6: ­­ . . .. i -277� 1 ­ I i . ig ting Pinqp0q L -.1 ..., Re essed, . . . 0 ­­ I, 1� - � U6� . 0 ' , . I I P,k4 ''. 18 y ,,it :1,2'.W �p wall wash yy - 1�. at, , .c ,:Anq0i�od "1004rLIFI) S_ lkwm .%­ �. 7 "I.- : _ . . . . ,.. .. : ", - .q. . . �! ... LED ­.. I-, � 277 . I t Vode -1. 1.1- - I � . . ;. ... . : . yy0[j., bun .. . - 14. . I � . � I � . . . . � . . I . � I .. � I ­1 . I . � 11 � . . 11 - . ­ 1. ­ I � L � . . . � . I : , 1. _ED, .1. -.1 ­­ I .1 _ ... .. .. ".1 ..y .. 1. f �f � ... � ' I � 4"... 1. . 1, � I ­ ' ' - "' fi i h" '' . 'n ' - ffan s or.ri d . I -. or h _.:.­ .gur,a!prvs..Qwn,q .., rawirvas, . _... .. .90 .,:Pr,oy,�do'w..it�.lbddzqntal'c' ' -con i ' '' t' -.I..",... ­­ . -11 - . . I 3000K . I � _. ­ . Poe � I .1. .. .. . I I . Ed g6 4A. ... ­ .­ .: ... I. . . , ..... I : �... .1 . . . . . : . , . : I .. . ­­ .11ti, . I 41 .­­1 .... . �. I - - "11 ,.- I.. .. , �mi.­. _1 -l" - .1 nt '" I ' � ­­ ' ''"I -_ d 0-10Vdimmin - , ,_. � ... or suppy,on. ... .. wj ., � 4"'Mar o nO. I I ogna, pow ,9* ­­ _nuM::.JniW I . ­ I I.., I . I .. 1. 1. �0001< I I , .. � . . . I .. ..: . ,. � .....: I ­1. . � .10 BX-0 -1 -�!Z-]P� &'� ,., .1, 7- - . .1 :447,Zw ,'Q�Z * YVA A - . . . .. . I ' I ; With centetA .... ­­ � . . � i QT . ­­ - � . � 1. ­ � I : de t" "'A ­t i ht:­_'(i�:.-'Vl '" ' $am1o'as1t'Yp0,' c-1 ox, I . � ,. � _... p.. single, s..mig. ,:,ru ,.qng- � I .� :..0 . I q2ok""..p � ,01 . 2,777 . - L � , ` - hti "' Ak ... js�. 1g, ing .. . ..­­ ,; : . G e rit '01*1", mo�i 11. : . . �: . . . I , . I I : . . I � . . .. . ­ . 11 , . - . 1, . 11 . �. , . I :: � 6401tilft d: I . � win �60*01<- I.. .�..­..­.: . !I .LF I � � I � . ". .. ... I � .... - 8 * 4 LE6: ea-M. , I , , , - .. .1 ., , � 0 SO * AD: "61. - ** 310*6:3­ , , . . .. - I . " .. ...LED.B,2 . .... ­ .-­­­­:.­.:. .- , . . � I . with,Vdftom'� .at : . I F 1�4i­­ '.....'' . - I . w; 0! AFF : �_.: - .- " � . . .1 I . . . . " .. " . I � " iov� . , h ,di 04 A['rnmiri Zi PedVidd sh6 d " howing 6xadt4&hgt §.666r * hdted' � 0 I V,� rawIRgs.,,s ,. , -1.11 �bu.f ..i ., ..... . f ..,..;;.­.. . . s o, qp!.�nq�_: Y'vith _..j dinieijs�on I ' :,. ­... I... .,­­ ­­­. ­ � I . I . LF I . I - . . I . . . . I ... . . .. I— � . . ­ ' 1. '30HO.36/24-SF 277 1 D: W E4,G H E4A . ,� .. I . � . . I . . . . . I : . . � . . . . . . .. . . . ­ .. .. �. � � Mountin',upilightp "" ' . , ositiort. I.. I I . . . � . - I 'L SO,' &-'QmOA A' 3 I - � . I a " bottom. f" ­b6v I ., e � , .1 - - * "� of. I gh Well I... . .. I . . . . . � I . . . � 1 I 1. .. I .. . I 277: D .10-TIS - .1 . � .. . . � . . . I I 1. . I � ,. . 1. : . . . � � I . I . . I I : I I . . . � � ­ ­ I . 1. . .. � ­ I I .... .... .. . � ­­­­ I., .­­ ... .­ I—— 11 ­­­ .. .... ­­ .... .. --.I.... I. ..... � .­­ 1. �..'' � .... I ..... I ... .. ­ 1. ..., � I ..... ... I— .1. ­ ­ . I . .1 ..­ . . .1 ..... . I � � ­­ I ..... .. � ..... I .... .... . ­. 11.11.1 ... ­ ­­­ ... ­.. . .. . ­­­ .... .. ­­ ... ­ ­ I L, Ll 1. ­ .1 '' . I— I . �. � . .1 I— 4"Widel.x &16ng reic68s . �:,nnatte Wvte acrylic lens and . ed Ithear LEDwith hi' � � . 1. 69.01m/LF 1 92. 8 � . . 27 7' � I I . nacib Lightin ' '0. P[h , � ece � R ' sssed. : V: . . I ... I—— - ­ - I �. b. . :wall - - -s I-, trip I w re, T tED.spacin � . , - pe - 00 ratu LED razing ith 3000K ** I6r';.t&n1 g�! 35W LED. I OWI �. * I 120P 1, 1.11.1 . ... . I . Tokistar, . 11. I I I Ou, -bacl<. : M nt'�h I . . � , . .� , � 11 .� ­ , , " . �te QVdi ­ ' _ a�� Q7 qf,,( - Hilig"."'fl * , .1 .. lmmfng.., . I ­­ ... : . ­.. . ..­­­:.. 1:1 - .. ....... '30100K I . � I I .. . . .. . .- . E : , . . . I d 4A . ,.,.,: 1. ..go . . �. . . .. . . . . � . : : . . . : I . . 1. ­.­ . I.... I -, 1. . . � �. . . ­ , '' ., , �.d.. . . a - e I Provi.do,.,a�-.oq A&' t a nd W;�dogree,�t, , ad jo _ ,, '. 1. ­� .11. 1, � ­:1 _ ., MI-1, , .. �p.T. nses� ,, . ,,��,py e 'inj.;,u, i.ng .. ­ I .I qM I , : ,p,op . . , 800 .. _OX I ... Lr �.... 24y, . . ... .... � . Or4 ' di x' eht I � . ­...­....­­ . I ;. - . I � .. of. b4"4ettq 11 . . . . - .1 ­ . I Ga ­ .1 .1 I _. . .. .�. * zo : .. 0 : ,: ., P, � . : .. hho . ri': nt6f roe lit, c rher.�� � len ths a Lino( LEO 4 wrl!�g"ilt :.�, Od�eg, .. . , , r .1. :­ ::.j MO. .....'' 32QlM(#,,!up ;_ .. I 8k , ... 1. i -., 2,77 . I :L #,,I ighti 9 AX 171 . P bl� ., .1- I t ... .q moum, . I—— . . . . : . . ­ . I . � ­ ­. -too I ­­­... � ... .. .. .. �, P"...11. - ­- � ,,, I. � .. . _100 ­ ­ , ­ .. .. . . .. ... � 1. _In. 1_;.­_tmi_*,�....­ �� � h .4 ppns�­ approx-FA 1V, J b,`:-.'­' bunting, 0 gurajonsas�,s_. n,b ' 'I '' ' " J ' ' F ' - , ._r .,.. .. j �,, ;. , px,m .. I I ­ ... I 1. . - . fens *and aluminum pairitfini P ' ' " 1' Vdi '' - . ravide with D_.� 0, , immin . ... � - ­.. . .. .. . '4.� - awn 400,10Y .- . . I 3.00',OK ... .. , :L .r ... I � � -.1. B ' ' . I eaM 4. LED'; . 1. - '30:�.S.O: T � BSDILEO, B2520.40T *5111 AP .. . . . � . W h Ottiim�lj# :: ..1.1t. .b I . vt � . . 1,11 1�0, AFF . � I I . I . . . . . � . . . . 1. .. . . : . . ... .. . � . � ... . 1. . EAA30HQ $ GgQ�,'277 1OW , � I . . . I .. : . - .. . . . 1. � .. . ..... . . , � , , - *oUhtingbr ck ,,s, ',' ef d' "'-'d-' - " ­t' ,et . p I ..1. ­ . o.p,on.,,ca I al [ rt,i .. 6 .0 . _ps�6.0,, - .. ­ ' . , I . I .. .Coo�.din�tia:"'w'ith:cageWia�,k.supplier.fi'o'r':m'oUhti�g.l..d * . &tail& � ' .DC.; . .. � 1. . - � QRJ5_,1W_SPz . . . .1. ­­­ - I ­ "I . � - ..- . . .� . gra . V �..'4ih ,_­,ajI I , � ­9 . , * . ;1 6bo*ve� . . . . . . I . ,Spotless .9.1.1 . . . .. , I * . 111- O*i, q:.shop:d,'ra*o I � I - - I . .. . .... ......... .. _ 277 D� 10 T8 I . .1 I ­ I I . I I . : : . . p. ... 1. ... . ­ . � . 1. ; 'd.1 . I.... � Ming . r), , pc e, in ) ��eg... w , - - I d' ". Alt A f : $ 10 a d' .. .light � .m ... � , r:ru. ­­.. . . I. N�* � . . 10 't. .­­­ ay ".. . : � I - �, L2,,' 1. . ' - th 6 anq 2"w. do..'x &� long re, ssedlinearLED,wii �M.a�ewhito oryljqi. _t '. :. %_ �_ -, I ... - ". . , _... �p _, .... _­1 � . . Ps'..'.. 36;3lm . .11LIF .. ;, . . .1 ., A .q7- � : 27 ; 7: .1 ... a . � . P ,..,,i nrl,00le Lighting . 11 . Re� e . . ­ sso . . . � � � __ . . IV$ 11 . I ... . . ,. � I � .1%. I I . � I . I ­ " � . . 4rid: 6o fir0a, '' . ow. 10v , I ,_ " �­, � . ", .. i ,� nge, �.,_,Yclifnminq. . . . . ­ . I . .., ­. . 3 OOK . - .Q . : : : ­ '. ". � Ed-., .i:m � "I . .. 1. . :. 90- : ... - . . . . .. . . 1: . ..y,., 690 V 1600th, in .24 Ap it .11 I I- I . . , : _59� - ��Sameia§ tvp&-,cC8 except.,1 O.'xTal lorVths. - 3201rIA,lup 4,6/ 277 . �Wfs: Lighth% . : Cable mount,. . . . -1- . 11, I I I � : - t2A,30 6- G'9"G 2,77. 1 0;:.W. I . . . . .11 ; . I ­ . . I . . I � .. I : Vi � . I ,. . ­ I 1. I I .. �. .. I I.. . I., S, ­1 I � I a t'.1. I V.,.. 1. , * ' I I �. ... .1 ­ .... ... 'y :, le , 14 ypp, , exce ,roximatel ,41 ing i pt pp ... �.. � ... I.. ..... . I,_ LED 4��5W. . . .. I OW/ I .I.. I:.; 120./ .. I �. I. � I.. I �. .... I I � I . � � TO�igtar: ­1 .11 ... . .1. I � . - 1 - ba,ck, Mount n . , .. ,. ­­ w_­. ­­... " � , . . � . . � . . � ,� . -­ .. I 1 , I . I I . I .. , � � 46, ilm/' ft**, qW.'q I I 9 ' - - L* IF .. .. 1 . .. , I 14 -0 4 LED ;� ,h -6 - ­. : , - . 1 - , Olt m t . WjV. - 'A . ....... . . ­ .. ......... .. ­.. . . ....... I I ..... � ..... I. .... � ....... � � .... I .1 ........ � ....... � . . .......... I.. ­ .1 . ­ � I � � ...... . . I . . ... I.. I ... ­ .... I ..... ­ � ........................ I.. �. . _____ . :: .: ....... I ........ ..... . . . � � q ,� � �. . I ;, I.,- ... ... - NOOK . 1,r '..... .. . .1 I . . . : 4QQ`3TS I 71.&AP BOO LED 82 320- - - OILY—— I .11, . � 11!�`07-AFF . : � . I I 11 . : .. I . IV I . I � I ... WOOK LF . 24V 1. G�adiOht: I . of b ' " tt . . - anque.. e�,. . 1, , , , I La, , - . .­--l- I , y1 L;1 t 41 1 " ': .: , � $. me t; t ?A,. .- Px P v QW,:� � ­ , 019,01A) LF 'I . 1. . ' ., -T . ,27 . - ' Pin - .haOlOr L,ightibg � I . .1 � I � I oc PS 60, . R $ I . . I � I : . . . . � . I I I ".. . �. *I I . 277 DI.OTT9 .: : . I . . , � .1 � ­.. . � . . I '�0001< I . . � : : . I .... .. ­ , I . Edge,-4A , " , " , " . . . I . I 1. � . I . I I � := - . . G"AW�S.P� � ,; � � � grevzihg. .., , -wall � . . . . � . : ... I— .... � � . I . . . . . I I.., ........ ­­ ....... ­ ... ­_ I . ......... � I .... ­1 ..... ........, ......... _ ...................... I ... I .. .................. � .................. � .... ­1 ............ � .... _____ ..... � ... ­­­ ... I ... I ......... . ............. A I � . . . .... I., ...... ­_ .............. � ...... ­ .. .. - - ..... - - - - - - .... . . .: ­ .... ...... �.. �.� ........... � ........ � . � I . . . I .. . I . � .... ... 1, ­ a- ;: ' ,��' " , '' i" tA. PH,04 09�,Q-177- 1. . . :: . . 1 . . .. . . . I . I . . � . � I . . � . , . - ab ­­ � � ­1­1qvq . : I . . I . . � . � . . I 11 I I I . � �. . . I . . I 1. . I . . . . I . I . I I -_ - . I � . . . ic4a, . � . . so M-6a I ty . '66 � .. s Ox 0.10"HI - - th§ � q �.. , I _ x on 3:401 ttw ,,, P � ,$.�3 , ,/ 27 7 Ig �in, Axbi L­ * ht- q; . � , . QabI - i . e mount :. L11 ` L4. . � 1. ':'Wid if I .* 'd 11 ar'LED with:matt6,whi ' ry T - i '�X* I T I ng "sse to ap lie, lens and, :.�_.­ �. - . 3681mlLF . :6,9: � : 277' . � Finhaclo Lig � 1.11 I., Rec:e9sed I . I . ­. .­ - ­­..... . W ...., 1. . � I I ­. I ­1.1. .. Ve ... . raff .... .. . , sqr:8qd-ta1qT COO 9 .derdiffiJ .. . ­4 pendant!witft.cased opalglos - 1. . :. . . - ­:.. .1-1.1. ... ... ...cytih..., . ... . ... : ;. �: .. I I'�� ­­..'.. :. � ... � LED: - b � ,Tzuf�. . Stone Lightirig :. .. ... , . � 72 , - - 1. ?"010t mount, . .1 I I " 11 � .......... ... ..... r.....b." . � I . . . , . '06*C8 - - . ;. . . . 4001IM/ft-dwn, LF I I Beam 4 LED� . I . ­ I-. ... . . . with:b6tt6h1at �.. I . ­­�. . ­ * : � . . . � : I �. ; . . I I :. . �. I I I . I 1. �­­.­­.. ­.­ � � ­....1. . ..­ . I.. .. I .. ­­. . .­­. '61"..".'.. - .., �. � ­..; ­ - ­ . . ��B2,320. G�30,SOI 7T.-AR DJ�50 ' I ,40 ' � P5 ,. ­ . ,� 1. ­.­­... I-- -1.1 .."'...- - �:,:... . ; I .'�:'. ... . , 0 IV-'07A F . . . . ". .....'.. . ...".. I .... .­.q�. �... 1: : ­.­. , ­: .. .. � ..... " . . . .. �-. . ...." I. - . �:.­ - �: .. :.. . � . ... � . . ­. ­ ,. '' � . ... I -to :. 1VI ,f ancio.. gyp_- . ing I. .-o''. . . ­­1 . .... ..., I . 3000K .. I- ... . � : . ­1v I.. �htiino I ­ '. "...L. . Edgi�� . . I .... . I : : . . . . : .­.... ,ve .. ..... ­...... ­ . . 1. . . ., � .,. � . I 1-1- ... I hick,i�(.t ml,i ­­. I �-, Q6., ­ . ", .. V-5: I . '� 1 . ... .. � b _ P D" 3�' , O'' 'P* . : - .a , 9. . .5 U . 11.11 , N L. .11 , thbo at � 0 .* ". " � I I . . . � I I � : . . I.. . ­_ I �. I �. :� � : � :. . I � ­1. � ­ I... I .1.1 ... 1. .1 ­ � ...... I ...... . ­ I 1. � I—— ­ ­ ... � ... . . . I I ­­ .... ­­ . ­ 1. � ­­­ . ­ .., . , 27 7 D1 �� ... I " I � I ­­ ­­.. I 11 11 I .... 1. � 1.11 I ­ I .1.1 I ''.. I—. . . .. . . . . I I I I.. ­ ­ ... ­ I ­ I ... �. � , �.. .. .. - . .... I I I . � I.. ­1 I .1 ... 1_1 I''.. ­ .. ....... . 11 ­ 111.11.1 ... 1.11'.. .1 ... ­ ­ 1­1­1 I—— .... . I.. I I . ­ I .. I ­ .... 11 .... . . . I . . 1'... ­ . . I. . ''.. ­ I.. .111, ­­. ... I . I E 30 I VFL�277 11G,wr ,. - . ­. .. I 1. . . . ­ ­1 I ­1 I I'll ... I... I— 11 ­ I I . 11 � I I ­­­ ­ I I : . : . : . I ­ ­ 11 . I , : . ­1 ­ . . . ­­­ ­ � ­ ­ � ­ I ­ I.. ­­­­..­.. I ... . ­ I ­ .. I � 1­ ... ­ 11 . I'll, ­ I ­­­ ...... . ­ ­ .. � . I . . I ­ I ­ ­ ­ ­ .1. . . � � 11 �. I I ­ ­ � I �.. I—— � ­­1 ­11. I I �. . . j I ��' AW: 1, I 11.1'.. ­ ... � ­1 � � I . : I i I., .. � . �� , 1 ��­­,. F ,. ,.. - - ...... I. 11 ...... I ................... ­ I ... . � ox,�M I - , _. '. 0 .1Q. 1 .1, _ 'Sam - I , ,8 ,gth '' . "'. 18� . I.. I . " r , q typq IQ': I6q 3 201m1ft., ....... _... ­ ­:­ up 1:. 1. . I 8 01 ' ". ' 2,77 �. ., . - I - -, 1 '' Q hth � . .. ...... - - � - A _19 ..x1s,. 49-111 C I .. - fin . ..0bj0 p4q : � L5, L� . 1 ... - ... ­ � � I ........ � ......... I ....... ... � ..... � � ... I - .... : , , V SAth6'­ L4� . _ ,.... . 1§�� t' T 16 a , ... ��pxc_epy_ _rigr .,� , q0IqVLF ......... ­... :3 . , �7 , .' : -277' . . '.... . . � . . .- I * * , � P" 1 " L' ht . 11111ap.4 19". (00 I ,6. . ­ � ...... : . i:,Z 6 � . _40d * . . � ,. -', X . . .. I ., r .... . ­ ' '. ' ' id -I �' �- h' J " * * pt sigil e q..., .g LED�Ex' ' ­.w'11h.`' ,eenl tt r$,`an:1:,aumnum: pusin -�'. � �. '. P.. �... 19 - I I - . . _ . . LED . .. . �.: � � 23 ­­­' 277 . . :.", ' ***** '' ::: ........ I � . lite- ty,on I..... 00il'. � -of * 1 1 164 r I . : � . . _11. . �0 :: - � I . , . . . . 40Qj4jM.:.dWn I . LF . . B06ffi 4 LED I 11 .,.. � I ­ 1. I . with dt bmat: � . ,b .b., " 'i I . ­ I � 3000K � . . : .. � -1. . I Edge'2A . : � �: . . ." .1. � . ' . ' ' ' M 9 . 1.oh,.pI N.4666f6f.,f 666af �dws as' Ind i dialed" ' .$�, ... . . S696fe: 16, . ,4 . . � alf W . I � I � I � . : . . 1. . . ,. . ­1 ..... .. 3000K I 1. ., ., I - ... � .... P - �­. . I - "' -'680 OVID' ., I * 1 - 'B2 32G: 0 ,�3 " 4 .� , �fip BROILED ­ 0, 1. . ,, I ­­.­ .1 . ..... � . ­ . . �. ... ­ .... I:- � I . . f'l-i, ­_.. ­1 . : . . � � ! AFF 01 � . :.... . 1:­­ I . I I I . . e . I.. I... . E2A 'd 6., F I ,3 . LIF I �.... . 2,77 11D W I 111� _, . . 1- , . ... �. I . . . . : I : .I... . .. '. I Mirror backciround�,.� � ­.,­'. - .1 .. ...... �­­­ ............ . . .1 ­ 1. ., - 1. . � I . - . 'A � (�. _' . 8 � . C )a_ RA .- - wl ­ 7 ....... .­­ 11 � . � I � � � :: . � I : * - 2 . � 77 DO PT5 . : I I . . � . . . . I . 1. . . . . . I . � I � . W. I � . - , ot 16 ldnqi� . Same 'a's L4,excel. 3684bILIF - 1 00" �. I ,27T � : . 'jhtin ' L! 9 .. �... . Recessed : I . . . y .... � � 4'fluoresceht underda'binet 1ightWithq,White,J1h1sh,. 1 +,28T5 30, :1 20 J u ,no,, I Un e I I . d rcabinot . I . . . � I . I . � � . . I . I � I . . - : I I ­­ . 3000K :1.. . I I . . . : .Pinnacle: I" - , .1 ' . , Ed 21A. I ...1.1ge.7.. ,:. . I - . : � . : . 1. � - 8606K .......... .. � . I IJPP46 NOWH . ... ­­ ... ... . I - , '. . . . . . . . :.C-�.i*�2..'S.�irne��,;�r�,tyo*�000�01*-IP*�2. � - 4 .. .. e length '1� I I 3201mift.'Up , , ..., , 4iiSj 277 - , ANA Li , ng, I ��, ghti � I Pole T001rit - � ... I . ,,s . . - � I.. ...- . . I - I , � 1. � �. . ,... ............... ._....., 11. 4001m ko'. . !�;� .::. �. LF ... �. . ; �,_._ .. . ... . - - . Be'pM 4 LEQ- I I �:1 o ... . . ...., ::. .: : ,Mt .. , lat. hbotto-M­ , " . : . ..., . � . . q : I ­... . . . .1. .. .., .. ­­ . ... ... . I , . , F2A,39, 16i F4.2-77ADN': . I . . . . : . . I . . . I : Z: I . * . I � _ 8w �3 .. n6te , � vit4 ; i 'dz.Polyca 6 LED: stfipk, . ,000K LED' :"in rig! rb ligUbars, .1 I .111. - 0� . - .:,'Is . 435,1m1ft, . . . 6w[ .. I I I I 24 To kistar - I . I 1. - - . : untftv M : � I b . e Yrece,s& . .. . . . . I � i. I I I * � . 3000K , . � . � . � .... .. ''.. . ­ .. .. . � ... � , ­ 1. I. . . . . ., .. I 010,712t ' BBDILED B2 32Q4QG.-zZQ,.-& . AP !�: .1 . I . . .1, � ": AFF I ­01 1. I . I I . . I � � I . I . . . . 1. . . . I � :: . . � I . I . I - � 117 , 77 7-1 a -1 M$ . . .� I . I . . . . . � I . I . , . - - ­­. . 1.16 � .. - I I sys em iriqu , let, Pro . , q qqm e e, 1, ` 'I idipg;:a '. , , qqjo.rs d "in , 6 - '411 a %, qap� m )I.co � 6 - I i �.I.. - . .."p.: ..... I I.. -.1.11-:'. � . . �... . :91 . �0 OOK .. 1. � I ... LF . " V � Q ...� - V ... . - . . , if, T ­Pqux, 1. ., :. -, ., . . 1. a bas cof, t :i-,_1 : �T: ­.....". .L I ' � �7- I . � I . , ._ . . fil... I— , : � I .1�l.,!,O��,pprylc-�"en8�,��"O'o ... wi e-.�rqcessp. !p � ,.: f.. 'It'. 2'� 'd , fOr; , ', , 1' ' - LEO-w T. to wh t - d . _ .. flan . ........"­... e4r , 11 _ , go 3681m/LF . ­ .. ... .... � . I I .­.. .. s I 11,13 � 277. : �..... . . P' ,-in.pacle. Lildhtip :_­.11. 11 -1 11 g � I 11 Recessed ,. 1- � ,".1 ... ::..... .:, . . . .. � I I � � � 1. . I . . .. - ... - I ... ..... ''Ill., � �.. � .... I—. I . ­11 ­ 1. �. I 1. ­ ­ � � ­ ­.. I I I ... I . I.. ­­­ ­_ . - . ..... . .. .... . , _ _ � ... I � ­ . ­_ I ... I ... � � I—— ­­ �_ . , __ � _ ... __ - - . . . ­.. ­­­ � � . . . . I .. ... ... ,.. .... 11 . .. . 1­ ....I ­ ...1. . . .. � I.. .1 , _ � �.I.. . .. . .... I I ., , W­ � , fi. 1. * . -: - * 6 , vop qv' h z' ' H 1. -, g de . ith:h,o fzi;� or, , I _.ceuing, ,ro y" JIJ` ` ' P" i -W I or h, o u 't`­',s..QW_n,.pn , - . n ig�,.rcjpq _1 P - .1 ­ .. . ... ­ ­­ .. ... :..:., %­ ,3,000K .1. .I..... .. . . '. , , . p r I . . I I . q I ' Ed ­4 2A:' g­,­. : . . . . � . . I . . .1 . 1. . . I ­1111.". .. , Id ^ ' �, " ' " 1- 'Ii ' - d hwdwo, . rq, On... ..."..'s': ::power'syp ,plies.a reqqjrp., - I 11 ... � ... I ­ . -, 1. '000 TLX31...... 1. . I da ' 'rk I '. ., SpWo..., . : . � '... .. .- . � - - - � I - . �qs s owil n :i ex' ' - _h' " " d rig-%., . rM6 e..',shop drawirz " ­h : - ' A I � - di -;�W " P " id "" . ad engt sedordihate ..... . I 0 . . .. LF; . � 1. . . I .. .. I . . . � : `2 ' -.WE' CH. , E -A ,.,', 0,8118 FL: 27TIC * 30H , 2 1 4 . : : . : : : ��::._. 1. .,.. . I . - - I win -oor in6t o w.ith:b 'It imen 0 S op.t . , 9c ftvid: 'ft ' �d A i - " J ' "di" I i'n , * A ­­­i��bt .. ; rawiriqs"S 0 ul I . � � . . . I . � '1& , G- . .. - - I S P e h* � , 6M'6;1�1a�-ty 01.C8,i3)".ptA6!xT0;'I inqt.§� . - 3, 01 Vff,�up 2 r.n - 8�61 -277 , . � - Axis,. U Win Q. I .z em''a 4bl � ou it. G I . ., . . . � I I.... .. _ I 1. . . � .. . .... .. I 1. w 40.0w.n.d n .... -.:...­..' - . , . . . I ­_ LF :­ I I Boom . E0, � ...:.: 4 L .... .. I.. � - " ** ' ttd : ,�Othbo �, I , - ­m, * I . I - . .1 . wit pi ,d1Ton�i4n*P(.qqi4 _ ft n .,h .. . . "I I'll . , ,....9 � I . � . ,.v . �. . . . � .. � 1. a . I : q : : : . w rk, case 10 ...'.... .. . . � . . . I . � . . . . . I . . .. . I 1. . ,..,:.:.::::. $000K - - .. � 1 -3 :8 13,8011�EQB,2=44'90 O' 00WAP . 11. . I 5�_ .., . . �1:�_ ,:, F � , . 1_(,Q':,A_ F .: .. ,, � � � . . . I I . . . � I 1:1 . .. . . . : � I I � I . LB, Same AsAy J � � I " L - 1 ! onjth.: 2 except 2,� 358tml/LF 75, . ,27T Pinnacl& U ­hfi Rio ing, - . fZe ' d cesse : I AA: i Surface ' uht LED,:d6.whliqht,vith..Whi Aft i hs Ima ; te, -fin s , 7501m:LED 12 7 27 DIVIF . I . SurN6 'mount e . I . . . . � I 1. I . 1. I . . . I . 1. ­ . I . .. .... � I I . 277 01.,CTS . a : : . . . . I . . . ............ . .. . .. I . � 1­ ........ I ....... ­1 ........................ ­1 ......................... I ....................... ___.­ ...... ­ ....... ­ ............. � ..... � ........................ I . � ­ ... ... ­ ... 11 ........... � .... I .............. I ..... ­ ......... � I I _1 ......................... � ...... I ........... � ............... � ....... ­ .............................. . :: ................ .............. W! ......... : . ,pe � . . . I � �bobK -1.1'....­ I .. I : . . . � I I.. . ­ � . , d ,,., - " E _ ,,, ... go.? . : . � : : .: � . I . I � . . 8,006K ...".... ­­..., , - ..h - , - �' OR 8 0 0H .:$ co,1710 S, -,. .j 0 091 . .... , - .: ......- ­ . .. . �q ... A. ­1 .. . . . ... �� "do pa'sew*q ,. 1��.. ". � !:P . .: �� . . . : I . I . . I I . . I . . I I � ­ � . � � I .... . I � . ,, E2A,30,12:G9,27.7 1.D.0- I-- . I . I .. : . . . I . ,: . I . - I I OR .9 3.0 Ii:§ht.6hgine: . .Q2M.,,,7. ,�'. , , : ',�'�...'�,. � 1 . � . R ­ � � .1 ­ � . . .1-7... L .`eaf.:.100�iho' "' � lift"' - i- I-i-b- 7,s!,� hig ht blab -,wj1th:,.'*_ % 6` ­.j 10t - . O�, H6, _ . . ij,5 J, g._.: p .. A .. .11, _: :� .... ­': � no ; � pqe sw; ... _ _ , qr).,y 1.4,W&FLED . . . 1.32 ­... Z77 � � . "" ht*L*­ht­` In : ... ig uncr - I . ....$!9. ` :, A: G We mOUh � . .. . . : . . I , . . . 1. , : .. . � . - l: , ..h. _... . ' .... .. .-.I. I 1, -offl I i- oss::nafurdl hausing';f[bish. .0!::!E OV I � at.center bdure engt ,..:,S'em , ­­­. 3500K I I , ", . . .1 . , P6raLED .. ­ I Withbottorrt,df, : : � . . I I . I I � . �. I . . . , � .1 .. ::: - . . 1. . ,� , I t , . . : : 1. . 1. I I � . - I I � . . ... . ­ I ��.. . I _ . DRD2,T-R JZ W,H tft, . � � �. . . : . � , . I .11 . ..- 1. I � I.. g,t _9 .­ rig Y'� I It .... .. .1 . � � - � Q - I & : * * t - " R-h " 6 " I - ' ,' z s;' � e- m; mm ni , Y q)p,.�yjp._qT,M.. .:c tj - .. 1. I . I . . s �.� _­_. - I � � � � .1.1. "....., 11 I'll. I....U.I.. , � - I -6 `C '��. il" I .'.N P Q171 ,' ��,.' A44 NT2 DI � . R 13,. ... .� . -, ,. , ..... I—— . . I I � . L..'..., .. . ... ., , - * K , . ' , , OL4§i : h i - , , . A "..., ..g p ..� I I � ­ � . I I � I I ..... ''.. ­ I ­ . ­ 11.1 I . I 11 ­ � I ... � ­.. I � I � � 1. I -­-- � � ­ ­.. I � 11.1 ­ ­ � ... �. I I - . I � I ...­ I—. ­­­ .... � ... �.. ­ I—— I ­ I ­ . 1. ­ � � I � � I � _� � � S, . I-. -t .11, .T. 1 � . , , I . - " . ­­.. ­09th, am!� ;�� .yp ,1L4, o�opt, .1. ­ . I ­� M/L F : 3. Al :-;.�,�.- .. I * 6.9.' -11 ..... . . � � I . 7 .e�7, : . I , , I � . Pi - . . , i0h0q �­n -:11apiq L I � 16 : R,e ,essoO � .. ;­­....... . I . I . I � �. . .. � . I I I I i�crlacoa : . ith * .. . . I I . . , . , 300,QK . I . � : � � . I . Ed- 2A, I . . : I N16te��., I I ­ ....­ � 1. . I �.., 11 I I � . I I I . I . . I .. . �. �. 1. I.. � � .1 . 11 111. 11 ... I I . 0 -1 Po)� 11��P��, I . 11 ��AIC4� I � I IV � O/ ty I I % . � 11 .. : I I .. :­ ; 1. � . � . . Wood,ceiff ' : . , . .. i . - , . . . ng . � I . . : . . . � I . . I . . . _ . .1 � . q I I : . � I I . . " 17-27n.-CM . E2A,90 7F�FL - � : : 1..,..:"­.. ­ . . , % . I . I .. . I I , I ' - .", � L�,0.1_,til ­_, 1-111- I P.111-11, ."..." I ih6' � . I , 'bl I 1" A ��j � 1* 1��Od ha e'. &1daitfbie, . on. ador,rosponsWe ,or tit. � 6.61,cletuitsoh cabfo . .... 4 IihWft 1. . I.-. . . . ... . . ... . ­... �. .. I ­.. ­.. � ­ . I . . .. - . ... ... . :�...........'�....,..�....�.,�"... .......­­...,... .1 . � ...... ... � . . .. . I I . I I � . I I � . I . . : I I . - - - � ; - _______ _____ - __ ______ __ . � . I � mmwmmmwd� 1 �� I . I I�jff � I . I . .1.. 11 . I ep - 1 Ong . � ' i A 20f I ' I ' Same 4� t L4 - ' � . . 'y I . .1 Xce I, _,0,*e... , e ;.1 I I _81 F . .. . 30 Q - ,3.0- - .01 � . . . . '6 - . I * . . . I . . I WT 1. . . - ­hti Pihil�" 10 L " c : iq ing .., ­ ... I , . �.. ". ' ' - . . I 13666ss00 . . I . ..... .1 - . : - .. . .1. . . . - ­ffi­.ij­ 1-1,6jitl , . I 2�:V&ij��&iftt PiFwi "de int:su AfAt§vrl , orld�oinddrl j I n1hi1r6SZ . . � , .. I - qg� ar � � , �y ­ ... . ..... . . . �. I.. ... I.. � . . .1.. .. . * . . . . � .. ­ - W ' ' h " i - , � , ." .. �,i P, rpvj e�siiop b I't a �: lopsp h lar,lthfto� . _ . �d ,d ' w �, , Im en , ­ Atcii t n�t ,vfwalfs,,,�wywsi� r. casiowor ,: . -� rawing.s owtpg S 'i : , ; ctore�qe, . 1. 1ttrr1iiiAireS:S1iPvy rito" * 0 ' ' ' ' - ' k, � . ... I 6 PERMIT ISSUE 06/02/2015 I . 4 ISSUED FOR PRICING 3 05/15/2015 I . I . � � I OK � I I Edg&_2A. . . I . _ . ­.- . . . I . 1. . . � .1.. . . I . . . I . � . � . I � . I : , . 1,41 I.. �,�_ . , . -:4- , "". * , . ,... :. I . � W, . .. E�A, Q WOL,-�77 11Q. "I ... ­ . � . . I 1. � I . . I . I I � I � � I I : I ;. ... . . . . � . . I I . � . Delta Issue No. Description I Date � I � I . I I . - . . . . . . 'M ... .1 � 8*2",dia I � ,, 'c m6t6rz:x-�1'5.1'�h'igh...demr�itiv.e. pendantwith.while.f0bri , , �. . 711... � . ; p.-I ­: ... :­..: ...... ... ..... .... ­­ - ...'... ­. ­.­. ...: ... � ...... I ... ...­­-.1. . . 11.1.1 � . .... � ,.:­...­...x - - I , 1-440,01m: 1 I : 27 I . . 120 : I I , . RiCKBrilliant'Willin I I...., ._9 � ... .. ..... ... . .. I., . ..... I .... .1, Cable mount.. . ....... .1. � ... ............. I . . I . I . I I . I � Ll ...._­:. . . .. : , ... 1. I I t $ - W ,_catio -,. LED. 19M .�nb. I 1,0n8i t, - - , -P ' p . .. �. ... 1­ .,Y' . , .. 12 I— . -, t. T 0��nt lilhq�;% _I L - � :_ z.. . . � - , : � I . . ... I I I . I I 1: : - .. I., 1. . . . , , ppita IV ... �. .1 I I .. . ,� i " ,� h- , 1. , L , I I : � . I I � I I . I . � . � I I I I I .. .. ­.. ­. ... . . I I . I A I I . I I . . .. . I I DE4WWLED I I'll, ''I'll'' . . I 51_6':..AFF . - . . � . . I . I I .- - - � - - RE\fiEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 . . . City of Tukwila I BUILDING DIVISION �!j t� R , 14 �, a. a C, 0 N A B C D E F G H J I / I / / I / / / / / / I / / i i / / I I— r- __.. ----- ----- -- --- -----------' ---- ---- --- —' 1 1 I II I I I I I I I I I I I I I I - - I I I I I I I I I I I I (D11}� FHC I I I I I I I / o I I I/ I II I I II I N I �I I h I H Iri II F- Ei, E:, r Z -F�, I L— ------------ I -. IL — — — — — — — — — — — — — I I I I I I I I I I I I L — — n 1 ST FLOOR - DEMOLITION PLAN K L M N 0 P Q S — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T — — — — ------ --------------- XI I , I I I —J L-----------------------------! % � I T-7 —/— T-7 i 12 DEMOLITION LEGEND SHEET NOTES KEY NOTES \ \ 1. REMOVE ELEVATOR CAB FINISHES TO ACCOMODATE NEW WORK. NEW FINISHES AND LIGHTING TBD. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] II D01 REMOVE EXISTING STAIR. SEE STRUCTURAL. PROVIDE NEW FIRE SAFING AT NEW INFILL (MATCH EXISTING RATING, 2HR) EXISTING CONSTRUCTION TO BE DEMOLISHED 2. ALL EXISITING MILLWORK TO REMAIN IN AREA OF WORK, TO BE TOUCHED UP AND REPAIRED AS REQUIRED. D02 REMOVE EXISTING TERRAllO FLOOR FINISH TO EXTENT SHOWN ON PLAN. DO NOT DISTURB EXISTING CONCRETE SLAB BELOW. 3. GYPSUM BOARD SUBSTRATE D04 EXISTING FURRING TO BE REMOVED. D07 REMOVE EXISTING OPERABLE PARTITION. SEE STRUCTURAL EXISTING CONSTRUCTION TO REMAIN 4. EXISITING CEILING TO BE REMOVED THROUGHOUT AREA OF WORK, U.O.N. D08 REMOVE FIRE RATED WALL. SEE PARTITION PLAN AND STRUCTURAL. 5. REMOVE FLOOR AND WALL FINISHES IN AREA OF WORK, U.O.N. D09 EXISITING MILLWORK TO REMAIN. TOUCH UP AS NEEDED. EXISTING 1 HR FIRE RESISTANT RATED PARTITION TO REMAIN D11 EXISTING FIRE HOSE CONNECTION CABINET TO REMAIN. 6. EXISITING FURRED OUT WALLS AND WALL COVERING TO BE REMOVED AT CORE, TYPICAL. PROVIDE NEW FURRING PER PARTITION PLAN. D12 RELOCATE EXISTING FIRE HOSE CONNECTION CABINETS AS INDICATED ON PARTITION PLANS, GC TO COORDINATE LOCATIONS ,...... . u�---- _.-. _.�� EXISTING ZHR FIRE RESISTANT RATED PARTITION WITH FIRE PROTECTION SUB -CONTRACTOR. D13 REMOVE EXISTING TERRAllO TILE IN ENTRY/ ATM VESTIBULE. -- — — — — — — — — — — — — — — D14 RAILING TO BE REMOVED. I EXISTING MILLWORK TO BE DEMOLISHED L— — — — — — — — — — — — — — — J REWED FOR AREA N.I.C. RECEIVED CODE COMPLIANCE CITY OF TUKWILA APPROVED _ JUL 2 9 2015 JUN 0 2 2015 FHC EXISTING FIRE HOSE CONNECTION CABINET PERMIT CENTER City Of Tukwila BUILDING DIVISION *Pei' js } a I x 9400L,HEGISTERED I TA E O WASH NGTON PRIOR TO COMMENCING WITH DEMOLITION A "pre -demo inspection" is required. Contractors shall provide documentation that an "asbestos survey" has been completed. If needed, abatement procedures per "Puget Sound Clean Air Agency" shall be completed and documentation of compliance shall be provided at time of final inspection. 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date INT E RIO R ARCHITECTS S E A T T L E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: t k Y'.. 1/° ' a F _• 1041 P LA IN Sheet:A1 -0. A L G H J K L N 0 P Q R S _ !-.•----- -1- — --- . ... I -- —. _..-1 ._ E 1 I I I I I 1 -- I I I I I I I I I III i 1 ' ----- -- -- — — -- —---,--- --— ---,-- I---�; -- �\'� - - _ -\ - - -� - -' �- -- i!^ � T L- - -- - - - - -I - - - I- - - 1- - - - - � I ; i.(--LI �tj ---II --- I --- I J I -- JLI---� ---!---,-- --- I---� ---4-f-----�- / /-i---1--- I--- --t-- �--I---I---r--y-------I--- -- ---{---I-- ,---�\ I L / I - T - - -I- - -I- - - L - - I - - -�r - , - - - I- - - 1- r \ - - r - - - - -r \ - - - r - - -- - - - --- I II _ I I - -I- - -I- -- D50 I ��--1 a—E_�____— ESE— -- _I _ __ — — I.— 3 I - -1- I - 1 I �' �CEILINGIMOITCR I I t _ �- - - L - - - - - - -4I I I — i rI__CEI�NG,�o\ -t---I---1-7 ` \ �� / ---4--I---I---� --- V I ILI si ---1- I--- -�, I I I I I II 1 I i -�--� 1- --�\\ �-{- ,--I-I--I-�--1----i---I- - I- — - r--I--I- 1—-4�- -I--I-1 I _ ] _ � (I I 1 I I , T _I_ - L 7 _ -I _ I C - - - /I r _j J _ L -1- + - I- - - -I - -I - L -1- - 1- -4 I_ 3> I --r-1- I -I- r-�-I-+_1-�-I-I-=t_�E'- 3-L -I- I _r _ _ _ _ I II; 5 (D50) - - � (D50) - I -�� -I — � � - � -I - I - - I - � � -� _ � �- I I I I -I - ! - �\ - - I� �// 4- -I- + r J - -- -1- 1- // -I-I_L_I I _,_ _,_ I I_�-1 — + -,- i -� -1- -I-*-- I- I �-, �fi-I- , I ,_t I , T I I t-, L -1 4- I -I I - - - -I - -I - - - - - - - - -, �� -I- I -�-1- I --I- I -I--I- --01 -I--,� �-i--\y\ � -� -- r I --.-1---_li�� ---------- - -1- -- -� L -- I 11 I I I I I I/ I I I I- - I- I- _/ n I I I- I I I 1 I I I -1- 1 -I- I- 1 I -�� / , - ,I- , I I I I j - - 1-1- I T -_ -i l---- I I I ( I ( I I I —-,— /—---------+-1—�1— � �-1�y rtL I I 1 \ v �I - 1 _ _ I_ / \ I I I ICI - � - � 4 -I -4_ +_. (D50) I( --- _ t , _T I I II ,1 —; It I _L_I_ L —I_ I' ._ ._ � I --- --- I (; L E � , l I , I I , I , I I - I I 1 1 0 E i _ 1 - -- -4 - H -j- - - --- --- - ,-, I i — ---- 1——� --1— F-- I it I i—I---F------I- -/ i I _T F 1 1� I I !i I I 1 -.1 I LE I U- fi-I- F-1--ram \ 1 I I /--,--r-1--1-L-17 / L/ � \-------------I-- -� it jl — _1 I I I I v — ---- - -� (D50) � -,- -� - � !; 'i I I_ I I I L _j - L -1- 1 - L _j _ I 1 _j - Lam- 1 -,- -I - , '- - - r -I , 1 I _ 1 _ L / :.:��-1---I—i -- i------ I I I I I I I i— I I 1—i I— 1 I i —1— i —i I—,— i —�— i _i -I- I— �— '— —I—i I / --1---I---I----+-------t--1-+-,---r-,-1-1�\ L 7 -,- 1 1 I I I I I 1 I I , I _I_ I Jt' r - i - - -I - - -,- - - - T - - - - - - I - - i - I- 1- -1 - i - I- -I - -I - I li �,- ,r/ -�-- I -I-- !, j I - - - -I- - -I- - L - - - - - - - - - I -1- -I- - i— -I- -I- -I - `�I- - -I- -I - -1- -1- J - L -1- r ,- h' i + - _1_ I I I I I _II—�—r 1+—,-—�—r 1—T—t-——L��/1��1 ! -�— --II-- I -I- -I -- I - - - - -- , _ I-L-I- � _L_I_L I, - 1111 I I -I I I 1 I - - - - - - - - ; 1 - - - t - -i - - - -t ,- J - - -, -1 !- I + I I Q - - I = -� 1-- _ I -_t_- - - - - - - - - - - - - - - - - _ 1 - I_ 1 , I- r _ T_ 1 J - 1 _ -/ /~ �\ -- �, = r -1- -I -I- - /�i-/.' - - �J I.. , I' , 1 11, 1 T I - I I I I I I I I -I-r-I I I , T I� 1 I I, / ���� _1- -1 , I� 1 , I _r I -I -I- - L - - L - - - - - - _ L _L ------ 17 I-fi -I- T j--1-�//-------- �, �' I , 11 I -I, it 1 11 1—I---+------— I I I-----L-1 1 1 —1 I 1 1 4--I- III -I-- a---�--�1�--I- - ,-7-r-- ,- 1 —i—-I- -- _���-�T - _ ,I -I --it ==III ---I- -1--- -- - - -- ----- fi-I_ i � � --T-I- - I T -- - I I - �► - - - L - -1- - L - - L - - - - - - , / ---..._...._ _ - - - - - - - - - -✓--- I I _ _T_ T__ 0) - - - - ------------ - - ------------------ -- O Gann PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015I I I , I - 3 ISSUED FOR PRICING 2 02/18/2015--------L - ---- - - - -- 6 _j2 PROGRESS /REVIEW ISSUE 01/16/2015 I----- - - - 01/12/20151 ISSUED FOR PRICING -- - _- ! II II -II -_ -_ -_ -_ -_ -_ -_ I `,I , - , I I `- ---- Delta Issue No. Description Date ---- _ I -- --- - ___ + - - '7 IN I , I I 1 V -- --- — 1=-—i---I---I——L--1------ — T E R 10 R I I�\ li 1---I--r--*------ ARCHITECTS I ^�-------�- i ----------- — — — I r _ _.._. -- } I L ,._....— - — - - - - =- — -- L-=-- ----- -= 12 vy` E A T T L_ � 1 ST FLOOR —DEMOLITION REFLECTED CEILING PLAN 1 1 /8" = 1'-01 1 DEMO RCP LEGEND E TYP. CEILING GRID AND LIGHT FIXTURE TO BE REMOVED -I---- - E - - - _ - - - 3 RECESSED PROJECTION SCREEN TO BE REMOVED AREA N.I.C. 1001 4TH AVENUE, SUITE 440 N SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 SHEET NOTES KEY NOTES ©2015 INTERIOR ARCHRECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN OF THE NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] AR HITCIT,4AND THE TERIAL ER HEINCONSTITUTE MAY NOT BE DUPLICATED,THE ORIGINALAUSDED, OR DI EDUNPUBLISHEDRWITHOUT 1. SEE I'AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. THE WRITTEN CONSENT OF THE ARCHITECT. 2. SEE DESIGN BUILD ENGINEER'S DRAWINGS UNDER SEPARATE PERMIT FOR EXISTING BUILDING SERVICE COORDINATION PRIOR TO BEGINNING D50 NO CEILING WORK THIS ROOM. ANY WORK. D51 EXISTING CEILING TILE AND GRID TO REMAIN. PROVIDE NEW FIXTURES PER PLAN. 3. ALL CEILINGS TO BE REMOVED, TYP., U.O.N. REMOVE ALL WIRING AND SUPPORTS, CLEAN & PREPARE FOR NEW WORK. BRACING TO REMAIN AT EXISTING CEILING HEIGHT PARTITIONS SCHEDULED TO REMAIN. 4. SALVAGE 2X2 CEILING TILE AND GRID FOR REUSE IN RETAIL AREA. REVtEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER Job No: 21BECU.0002.000 proval: Scale: 1/8'. = 1'-0.1 A B C D E F G H J K L M N TYP. t7/" QS7 A-8.1I-II I I I I I I I ---_... - -_-- - -- _ - --------- ------------- --- � � I I I I I I II � I I CO3 CO3 CO3 CO3 CO3 CO3 CO3 SIM. SIM. SIM. SIM. SI SIM. SIM. i OFFICE OFFI E OFFICE OFFICE 120 121 122 I 123 I I I OFFICE OFFICE OFFICE a %i OFFICE r 116 118 119 ........ ... `W- - - - - 7 _ "-1 '',- - - L133)�(� (133� (133� r' N (133� (133) N N (133> I I I - - - - (i - ` HALLWAY I . I 125 107) TYP. co3 5 PLA ; I 173B SIM. FEC i I I I II I I I 128 I EXISTING / ,. � VAULT 8 68 I F06 r 2'-3" 2'-3" 128 COFFEE A72 u, 115 ,'� _ _ - COPY �� 114 co3 OPEN r -_ OFFICE 29 i 9 _ 124 I� �, I � VESTIBULE OFFICE _ 2 z _ 126 113 (132� c� 2 -1 ' 109) - SIM, cos J a r SIM. a - r FHC i j - �-- FITNES§ - - - - I - - _ - - - - - - - - B03 - - - _ ROOM , _ i (137� 173 %/ p -- ---- ---- -- -- -- - -- ! �- -- - 11'-311 I SIM. 112 (132) OFFICE SIM. � OFFICE (132) ( 115 I co3 OFFICE WAITING , 112 _ I I I CO5 C05 I C05 I (103 0 0 110 109 131 -�� DRIVE-THRU (132 SIM. SIM. TELLER T <FO>6 I STATION 171 !is IM. ( 129 C05 I j i I I F_ 1074E _ 111 - - - OFFICE SIM. I o OFFICE- t70 (132) cos (132� S2 o CONE. cos SIM. SIM. a A-7.2 5 ROOM copy 0 (132) I J03 T A07 136 I I 107> Typ I o 136 s ALIGN 3 A-7.0 A-7.1 1 _ _ Fob _ 2'-411 I i II f r - - -- - OPEN eo3 `�' Fos - ---. ._., <..: _ - -. cos (132) c� r .I (132) II OFFICE 1 - FEC = _ OFFICE w o � Ao7 Ao7 cos 107 SIM. OFFICE 130 3 ---- I I HALLWAY I - I HALLWAY I (1 I SIM. I Q I , cas I 131 133 I 2 A-7.1 Fob I 172 175 ABOVE 107 IM ( Fob 167B I 172 -------- i co C.0 SIM. 134 A-7.2 4 - - - 1 co 'o - - 138 9 J F06 i C05 J 3 I I I I I I ilia i. HALLIIVAY OFFICE L� i (I� _ - I i 106 a, � F°6 I I i I / MAILROOM - -- 3 (132� q CONE I_ L J 1ss 1 - - -- - i l-, �[11 - - - -- -- . - �. - "�.. Ali I � � ' ' � C it �,�; I 51M 134 F i y I �1 _ - ! 164B 143 I 10 I I I i ,II I I r' ri 100 FasI __.. AREA 5 cos I l ELEV'' 7 I : : II I I l i i I 135 ECURI __.. S OOM ALLWAY I 1164 D.F ,�; I I I , 163 163 HALL AY - S -- - - - (137� i 137 -- ---- --= - --- =--- _ - = -=- --- ---= --- = = - ----- a i 1---------------� �-----------=----------�u- - 14 RECEPTION I I �•. i HALLWAY _ _ 142 -- j.: #3' I DESK I cos CONE i CONE �; 0 I I 3 5 I. 0 - 140 _ 1 9 . 165 146 I � __I I I , I ; � ! , SIM. , r I I 10 135 165B _ i FHCi -_ __- _ - ----- - - ---- _- - - _=----_- -------...--------- I 4, 156E Fos _ I I �01 I ----I - - - - 6'-3" cos I 131 6'-9" �- - - - I - - - - - _ - !� 109) -------- 1 _ A8.5 2 1 SIM. > �l r_____________________ _� �_ 5 I A-7.0 (118� 0161 ! OPEN VAULT 116� l �% I I 162 I ! OFFICE Fos (135� 154 o I I I /A-6.0 I I I I I WAITING 156 AREA 12 / I 5' -2" 138 A-6.1 r S I 155 147 R� STO. Fos PANo HRU CASH Fo1 I 134 160 (- 157 A-7 3 q ROOMR QUEUEING z 157 1 A-7.3 9 150 10 _ = 411 Q r 11- 12 Bos I 4 - - ... t A-7.0 5 I N 5 , - - I o - - ALIGN -� _ • I - f 2 < 105MON _ ONF I I Fo OFFICE ..__ `� A-7.3 3 (137� 159 I Bos TELLER I 101.011 - 158 ( 153 I VE TIBULE 1 II 9'-8" 11'-01, �Au N 103 i (132� I I f 107 ALIGN _ r ` F WAI LNG WAITING I I I 152 I I 151 u-- - _ . ---- :.. ---- ---- - - I f --- - -�-- � -- - - - - -f---LL -_._. ...-....,------r----- . ............. ........ 12 T_ T 7" 1 1 ST FLOOR - PARTITION PLAN 1 /8" =1 V-011 N PARTITION LEGEND SHEET NOTES KEY NOTES PARTITION TYPE (SEE A-8 SHEET SERIES) 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] B1 2. PARTITIONS DIMENSIONED TO FINISH FACE U.O.N. 116 NEW BANKING KIOSK MILLWORK, DESIGN TBD. a 1 GLAZING TYPE 3. USE TYPE "X" GWB ON FIRE RATED PARTITIONS. 101 WOOD VENEER WALL PANELS W/ APPLIED GRAPHICS BY OTHERS 118 FUTURE KIOSK vt NEW CONSTRUCTION 4. USE CEIVENTITIOUS BACKER BOARD ('DUROCK') OR EQUAL AT PARTITIONS SCHEDULED TO RECEIVE CERAMIC TILE (U.O.N.). SEE FINISH PLAN 102 INFILL OPENING WHERE DOOR WAS REMOVED WITH PARTITION TYPE B03. 121 OPERABLE ACOUSTIC PARTITION. FOR LOCATION OF TILE. 103 INFILL OPENING WHERE WINDOW WAS REMOVED. MATCH EXISTING PARTITION TYPE. 123 PROVIDE LEVEL 5 WALL FINISH FOR APPLIED GRAPHIC LOCATIONS FLOOR TO CEILING WINDOW 5. SEE A-8.0 SERIES SHEETS FOR TYPICAL PARTITION DETAILS AND EXTENT OF FRAMING. 104 MATCH EXISTING WALL ASSEMBLY. VERIFY EXISTING STUD SIZE. 128 DEMOUNTABLE WALL AND GLASS OFFICE FRONT. PARTIAL HEIGHT WINDOW (WITH SILL) 6. WHERE FURRED PARTITIONS EXCEED MAXIMUM HEIGHT, BRACE TO ADJACENT STRUCTURE. SEE A-8 DETAIL SHEET SERIES. 105 CHECK WRITING CABINET:10'-0" X 2'-6" X 2'-10" HIGH,1'/2" THICK SOLID SURFACE COUNTERTOP AND SIDE PANELS, (1) 24" WIDE WOOD 129 OPERABLE GLASS PARTITION. 7. FIRE SAFE PENETRATIONS AT FIRE RESISTANT RATED PARTITIONS PER APPLICABLE UL ASSEMBLY. SEE A-8.10 SERIES FOR DETAILS. DOOR TAG (DOOR NUMBER & TYPE) 8. FIRE PROTECTION SUB -CONTRACTOR TO VERIFY QUANTITIES AND LOCATIONS OF ALL FIRE HOSE CABINETS. VENEER BASE CABINET WITH DOOR AND ADJUSTABLE SHELF, 6" SLOTTED GROMMET IN TOP FOR CHECK DROP, VERTICAL WOOD VENEER 131 CONSTRUCT NEW NORTH -SOUTH PARTITION TIGHT TO END OF EXISTING CONCRETE SHEAR WALL 9. MAINTAIN INTEGRITY OF EXISTING FIRE RESISTANT RATED ASSEMBLIES FOR ALL PENETRATIONS. SUPPORT AT CENTER FOR LENGTH OF OPEN KNEE SPACE. 132 OFFICE FRONT DOOR/SIDELITE WIDTHS ALONG THIS FACADE SHALL BE EQUAL IN SIZE. 10. PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDING, BUT NOT LIMITED TO: GRAB BARS, SHELVING, OVERHEAD CABINETS, SIGNAGE, 107 TYPICAL OFFICE AND CONF. ROOM FRONTS (BASIS OF DESIGN -1 ST FLR. DIRTT (DEMOUNTABLE PARTITION SYSTEM), SPEC TO FOLLOW / 133 OFFICE FRONT DOOR/SIDELITE WIDTHS ALONG THIS FACADE SHALL BE EQUAL IN SIZE. ADJUST PARTITION LOCATION AT PERIMETER WINDOW -- „- -. EXISTING CONSTRUCTION TO REMAIN TOILET ROOM ACCESSORIES, WALLMOUNT. EQUIPMENT, U.O.N. FLOORS 2-6: RACO SYSTEM SEE DETAIL SHEETS FOR MORE INFORMATION. MULLION AS REQUIRED (OFFSET FROM MULLION CENTERLINE, IF NECESSARY). 11. REFER TO DESIGN BUILD POWER DATA DRAWINGS UNDER SEPARATE PERMITS FOR DEVICE LOCATIONS. 108 COORDINATE RELOCATED HC CABINET WITH NEW WALLS & FINISHES. 134 ROLL -DOWN SECURITY GRILLE 12. PROVIDE "LEVEL 5" FINISH AT ALL PARTITIONS TO RECEIVE WALL COVERING. REFER TO FINISH PLANS FOR LOCATIONS AND ADDITIONAL 109 PROVIDE PLASTIC LAMINATE LOCKERS (BY LEGACY LOCKERS) T-0". 135 5-SIDED, CLASS 1 MODULAR VAULT SYSTEM. 5" THICK PANELS. CLEAR INSIDE DIMENSIONS: 9'-2" X 12'-10" X 8'-6" HIGH, NOTE: NO GYPBOARD NEW 1 HR FIRE RESISTANT RATED PARTITION INFORMATION. 13. ALL RMATIOFAGING, PAINTED GWB WALLS AND SOFFITS ON 1ST AND 2ND FLOORS TO RECEIVE "LEVEL 5" FINISH, U.O.N. 115 EXISTING MILLWORK. REPAIR AND TOUCH UP AS REQUIRED. REQUIRED ON INTERIOR OF TYPE B05 PARTITION SURROUNDING VAULT. CLEAR DIMENSIONS SHOWN ON PLAN ARE TO FACE OF STUD. NEW 2HR FIRE RESISTANT RATED PARTITION 14. ASSUME NEW ZONED SOUND MASKING SYSTEM AT ALL FLOORS. 136 G.C. TO PROVIDE ALL INFRASTRUCTURE TOO ALLOW FOR FUTURE AV CONFERENCING THIS ROOM. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND 15. ALL PARTITIONS TO BE TYPE "603" U.O.N. ELECTRICAL PLANS, PROVIDED BY OTHERS, FOR DESIGN/SCOPE. _.___T........_,...._,-__.�-_...._. EXISTING 1 HR FIRE RESISTANT RATED PARTITION 16. PROVIDE ACOUSTIC FIBERGLASS BATT INSULATION AT ALL PARTITIONS THROUGHOUT THAT ENCLOSE ROOMS. 137 TO PROVIDE ALL INFRASTRUCTURE FOR AV CONFERENCING THIS ROOM. ALL AV EQUIPMENT TO BE PURCHASED AND INSTALLED BY AV VENDOR. EXISTING 2HR FIRE RESISTANT RATED PARTITION G.G. TO COORDINATE INSTALLATION AND PROVIDE ALL INFRASTRUCTURE FOR NEW ROOM SCHEDULING PANELS LOCATED OUTSIDE G.C. TO COORDINATE INSTALLATION. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND ELECTRICAL PLANS, PROVIDED BY OTHERS, FOR CONFERENCE ROOMS, TYP. SEE AUDIOVISUAL SYSTEMS NARRATIVE FOR DESIGN/SCOPE. DESIGN/SCOPE. REVEWED FOR 138 G.C. TO PROVIDE ALL INFRASTRUCTURE FOR AV & PROJECTION CAPABILITIES THIS ROOM. ALL AV EQUIPMENT TO BE PURCHASED AND CODE COMPLIANCE RECEIVED NEW MILLWORK WITH OVERHEAD CABINETS INSTALLED BY AV VENDOR. G.C. TO COORDINATE INSTALLATION. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND ELECTRICAL PLANS, PROVIDED BY APPROVED CITY OF TU KWILA OTHERS, FOR DESIGN/SCOPE. FINAL LOCATION OF PROJECTION SCREEN(S) TBD. JUL 2 9 2015 JUN 0 2 2015 AREA N.I.C. FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FHC EXISTING FIRE HOSE CONNEC1ION CABINET City of Tukwila PERMIT CENTER BUILDING DIVISION 100 KEY NOTE FR FIRE PROTECTION RISER CABINET NEW/RE-LOCATED FIRE HOSE CONNECTION CABINET 9400 GIST RED I FR B. MILLER STAT O ASNIPJG TOrJ 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date INTERIOR ARCHITECTS S E A T T L E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: Job No: 21 BECU.0002.000 _kale: 1/8" = 11-01, 0 m �" Title: rm L-A im mgm Sheet: 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0�0 0 0 0 0 1ST FLOOR - REFLECTED CEILING PLAN N 1 /8" = 1'-0" O rl_*�� 1111j� 9400 GIST VA HI CT 7REjj �. MILLER ST . OF ASHINGTON �.J DO 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date (pil INTERIOR IA ARCHITECTS FIXTURE SCHEDULE RCP LEGEND SHEET NOTES KEY NOTES o RECESSED LINEAR 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] TYPICAL 2 X 2 SUSPENDED CEILING GRID 2. TYPICAL CEILING HEIGHT IS 8'4', U.O.N. 304 1 ST FLOOR ELEVATOR LOBBY: SPECIALTY WOOD CEILING WITH OPENINGS FOR SUSPENDED LIGHTING. a RECESSED LINEAR WALL WASHER 3. PAINT ALL VISIBLE AREAS OPEN TO STRUCTURE AS ALLOWED BY CODE, U.O.N. GC TO COORDINATE ALL PAINTABLE AREAS WITH ALL TRADES. 305 1 ST FLOOR SPECIALTY SUSPENDED LINEAR FIXTURES, PENDANT MOUNTED AT VARIED HEIGHTS - SEE LIGHTING SCHEDULE o GWB RECESSED LINEAR LED 4. REFERENCE LIGHTING SCHEDULE FOR MORE INFORMATION ON LIGHT FIXTURES SHOWN IN DRAWINGS. 312 RECESSED PROJECTION SCREEN OPEN TO EXISTING STRUCTURE 5. PROVIDE ACCESS PANELS ONLY WHERE REQUIRED 313 RECONFIGURE LIGHTING IN STAIRWAY 209 TO ACCOMMODATE NEW CONFIGURATION DECORATIVE LINEAR PENDANT 6. PROVIDE FLUSH DRYWALL TYPE ACCESS PANELS WITH CONCEALED FRAME AT ALL NON -RATED LOCATIONS, U.O.N. PROVIDE ALL PROPOSED 314 DASHED LINE REPRESENTS SUPPLEMENTAL LIGHTING AT FURNITURE SYSTEM o PENDANT MOUNTED LINEAR " = `"= " DESIGN LOCATIONS FOR ARCHITECT REVIEW AND APPROVAL. 7. ALL 2 X 2 GRID SHOWN TO BE ACT-1, U.O.N. 315 SEE PARTITION PLAN AND LUMINAIRE SCHEDULE FOR MORE INFO REGARDING CONTINUOUS LED'Z' TYPE FIXTURE AT CASEWORK :_= GYPBOARD (SUSPENDED OR FRAMED) 8. CENTER OPEN AREA ACT ALONG GRID LINE K AND GRID LINE 7, U.O.N. BELOW, THIS LOCATION. o PENDANT MOUNTED LINEAR WALL WASHER 9. ALL RECESSED DOWNLIGHTS AND DEVICES TO BE CENTERED ON ACT TILES, U.O.N. 316 CONTINUOUS TYPE V' FIXTURE TO OCCUR AT BACK OF BUILT-IN BANQUETTE SEAT BELOW. 10. CENTER ACT GRID BOTH DIRECTIONS IN CLOSED ROOMS WITHOUT GLASS OFFICE FRONTS, U.O.N. 317 DASHED LINE REPRESENTS EXISTING SKYLIGHT TO REMAIN ABOVE NEW WOOD SLAT CEILING. c = _ COVE FIXTURE 11. ALIGN ACT GRID IN ROOMS WITH GLASS OFFICE FRONTS WITH OPEN AREA ACT GRIDS, U.O.N. 318 LINE OF ROLL -DOWN SECURITY GRILLE HOOD ® 2 X 4 TROFFER FIXTURE SPECIALTY WOOD CEILING 12. ANGLE ACT BRACING AWAY FROM OPEN CEILING AREAS, TYPICAL. 13. G.0 TO PROVIDE PAINT MOCKUP OF EXPOSED STRUCTURE @ 1 ST FLOOR. ALLOW FOR A MINIMUM OF (2) DIFFERENT PAINT COLORS. COORDINATE WITH DESIGNER FOR REVIEW AND SELECTION. ® 2 X 2 TROFFER FIXTURE N���fl SPECIALTY WOOD SLAT CEILING 14. LIGHTING CONTROLS SHALL BE DESIGNED BY DESIGN BUILD ELECTRICAL ENGINEER TO MEET ALL LOCAL CODE REQUIREMENTS IN ADDITION TO GUIDELINES OUTLINED ON PLANS. ANY CONFLICT BETWEEN CODE REQUIREMENTS AND NOTED CONTROL ZONES SHALL BE BROUGHT TO :a— g TRACK MOUNTED WALL WASHER THE ATTENTION OF THE PROJECT ARCHITECTS PRIOR TO FINALIZING DESIGNS. 0 RECESSED DOWNLIGHT TYP. CEILING GRID AND LIGHT FIXTURE REWEDFOR V o> RECESSED WALL WASHER COMPLIANCEPENDANT MOUNTED DOWNLIGHT FIXTURE RECESSED PROJECTION SCREEN RECEIVED APPROVED CITY OF TUKWILA DECORATIVE PENDANT FIXTURE CEILING MOUNTED ONE-SIDED EXIT SIGN JUL 2 9 2015 F — — — A UNDER -CABINET LIGHTING 1141 CEILING MOUNTED TWO-SIDED EXIT SIGN JUN 0 2 2015 OVER CABINET LIGHTING I-® WALL MOUNTED EXIT SIGN Ci�i Of Tlli(W1Ic'� PERMIT CENTER — — — LIGHTING IN FURNITURE SYSTEM - BUILDING DIVISION COORDINATE W/MANF. AREA N.I.C. UTILITY STRIP FIXTURE S E A T T L E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Job c Checker Owner A B C D E F G H J K L M N 0 P Q — — — i 1ST FLOOR — FINISH PLAN 1 /8" =1'-0" S %9400 1 REGISTERED ,RE� B. MILLER OF ASHINGTON Dn 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 SHEET NOTES KEY NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. PROVIDE NEW FLOORING, PAINT, AND WALL BASE THROUGHOUT AREA OF WORK, U.O.N. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] 3. ELEVATOR CAB FINISHES TO INCLUDE NEW CARPET, SPECIALTY WALL FINISH, METAL HAND RAILS, METAL BASE, AND NEW CEILING WITH 402 APPLIED GRAPHICS LOCATION: GC TO CONFIRM LEVEL 5 WALL FINISH PRIOR TO INSTALLATION LIGHTING. 403 WALK OFF INSERTS 4. ALL ELEVATOR DOORS AND FRAMES TO RECEIVE NEW PAINT, U.O.N. 404 WOOD PANEL WALL 5. ALL OFFICE AND MEETING ROOM GLASS FRONTS ARE TO RECEIVE CUSTOM 3M FILM GRAPHIC PATTERN, FULL HEIGHT AND LENGTH, TYP. 6. PROVIDE NEW ACCENT PAINT COLOR TO 20% OF WALLS, TYPICAL THROUGHOUT, U.O.N. 405 NEW ACOUSTICAL WALL PANELING MATERIAL AT PHONE ROOMS, TYP. 7. PROVIDE NEW FINISHES TO MATCH EXISTING FINISHES IN STAIRWAY 209 MODIFICATIONS. 8. SEE SHEET A-8.8 FOR TRANSITION DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 RECEIVED Y OF TUKWILA JUN 0 2 2015 Delta Issue No. Description Date IN T E R IOR ARCHITECTS S E A T T L E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: n Tide: OF L�lm a 0 0 Cq City of Tukwila BUILDING DIVISION 1.*ERMIT CENTER Sheet:A 1 =4 m UA1% 2 a r I! i I I li 1� , i II i I it f -- —= �=:- ! HALLWN 164 11 SECURITY ROOM 163 C D E F G H J K L M N 0 P Q -1 I lillilllllil -___- FFICE QCE OF ICE FICtICE QIE -OFFICE j I 117 118 119 120P�l I 123 i 1 1 OFFICE 1 116 HT I I I MAILROOM I I 1ss I I I I rALLWAY 155 ;j FHC VAi. !' M 168 I I I � I I \ I I T II 19 i i !r I � I � I I ! EXAMINER ROOM ! 170 I S i - - � 7 ;I II HALLWAY 1 22 I! 0= - -._ - 111 1------------------------ 11111 ill 1 143 1 D.F 146 i I 1 1 102 1 1 140 1 I F T'EIS OOM 1 64 SF -I —buff ROOM I 114 I�I 0 113 I COFFEE =� I I O El WAITING ❑ I O I OFFI 112 I I I CONF 111 FEC I I I Ir ! !I � I �I I ELEV" GREETING II ; AREA Ems, ! 100 139 ELE1l" I _ #1 I OPEN OFFICE —! ' = I 124 — L Gur i; CAS R 127 VESTIBULE 126 EXISTING 1 VAULT 128 i1 I I ,I DRIVE-THR II TELLER ! STATION 129 �j I I l j COPY ROOM 136 U w LL — — — — �o I 1 FFIC 137 - - 7 i i' — — — — — — Ll F-1 r 4 CO F [E] CON � ON 'i 135 ' I' [E]I F-1 I Ll I�' I 0 O rr. EID 1 EF] 1 1 WAITING O I I I I I I EIE] Ela- LLI AREA 103 I-J --- �' PLAY IO AREA CY it tL— Lj ..� ._ __ --..---.�-- - .--..�......._ .. .T......' -------___' _-.--....__------. ..........._.-.--.----.---.------.---.rt.-..-...._----------.--.--.-.---------..m..__. .....:......_-- ; -- --- .- .- -T---'---------TM '.-- -. -----------------------u---.--.---. _.. _ ---- T_ T 7---' n 1 ST FLOOR -FURNITURE PLAN 1 /8" = 1'-0" SHEET NOTES KEY NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. REIWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila BUILDING DIVISION I RECEIVE? CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER 12770 Gateway Dr. Tukwila, 98169 �9400 REGISTERED ARCHITECT JEFFREY B. MILLER STA E OF VVaSHj! q(-T,)N POA? FR F� C� Okt)e 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date I ICI T E R 10 R ARCHITECTS S E A T T IL E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: 1� 10 Y 80 12 1 2ND FLOOR - DEMOLITION PLAN N 1 /8" = 1'-011 DEMOLITION LEGEND SHEET NOTES KEY NOTES II \ 1. REMOVE ELEVATOR CAB FINISHES TO ACCOMODATE NEW WORK. NEW FINISHES AND LIGHTING TBD. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] 11 EXISTING CONSTRUCTION TO BE DEMOLISHED 2. ALL EXISITING MILLWORK TO REMAIN IN AREA OF WORK, TO BE TOUCHED UP AND REPAIRED AS REQUIRED. D01 REMOVE EXISTING STAIR. SEE STRUCTURAL. PROVIDE NEW FIRE SAFING AT NEW INFILL (MATCH EXISTING RATING, 2HR D02 REMOVE EXISTING TERRAllO FLOOR FINISH TO EXTENT SHOWN ON PLAN. DO NOT DISTURB EXISTING CONCRETE SLAB 3. GYPSUM BOARD SUBSTRATE BELOW. D04 EXISTING FURRING TO BE REMOVED. EXISTING CONSTRUCTION TO REMAIN 4. EXISITING CEILING TO BE REMOVED THROUGHOUT AREA OF WORK, U.O.N. D07 REMOVE EXISTING OPERABLE PARTITION. SEE STRUCTURAL D08 REMOVE FIRE RATED WALL. SEE PARTITION PLAN AND STRUCTURAL. EXISTING 1 HR FIRE RESISTANT RATED PARTITION TO REMAIN 5. REMOVE FLOOR AND WALL FINISHES IN AREA OF WORK, U.O.N. D09 EXISITING MILLWORK TO REMAIN. TOUCH UP AS NEEDED. 6. EXISITING FURRED OUT WALLS AND WALL COVERING TO BE REMOVED AT CORE, TYPICAL. PROVIDE NEW FURRING PER PARTITION PLAN. D11 EXISTING FIRE HOSE CONNECTION CABINET TO REMAIN. ��—---xA" -- EXISTING 2HR FIRE RESISTANT RATED PARTITION D12 RELOCATE EXISTING FIRE HOSE CONNECTION CABINETS AS INDICATED ON PARTITION PLANS, GC TO COORDINATE LOCATIONS WITH FIRE PROTECTION SUB -CONTRACTOR. D13 REMOVE EXISTING TERRAZZO TILE IN ENTRY / ATM VESTIBULE. r — I I EXISTING MILLWORK TO BE DEMOLISHED --——————————————- D14 RAILING TO BE REMOVED. REWED FOR AREA N.I.C. RECEIVED CODE COMPLIANCE CITY OF TUKWILA APPROVED JUL 2 9 2015 JUN 0 2 2015 FHC EXISTING FIRE HOSE CONNECTION CABINET PERMIT CENTER City of Tukwila BUILDING DIVISION 2M1 111 r $fix }�' ,� � °• �: B'MILLER 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date 1AINTERIOR ARCHITECTS S E A T T L E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: Author Check: Checker Owner Approval: A B C D E F G H J K L M N 0 P Q R S I I I I I I I I I I I I I I I I I I I I I I I ► I I I I I I I I I I I I - I - - I - - 1 - - I- - I - _► - - I - - 1 - - I I - - I- - I - _► - - I - - I - - I - - I - - I- 2 I I I I I I I I I I I ► I I I I I I _- .._- - _ — -- -- u - -- - - - -- - - __ --- -- - - - --- -= - - — - --- - - -- - -- - - - II -- — r =1 _ _ _ — 7+ - - -} - - - f- - -{- - -} - - -� - - - �- - - r - I T - - -} - - -� - -�- �- - - T - - -r - -' - I I I � I I •_,_' _� - _ - - I- - - � - - � ---� -- - - - i- - - - - I I I I -- 1�— — — — — T — i — — —i — — — �— I T i I —i — — — �— — — i — — T — — — — — �— — — — — - --- - - - - - - - "''I---I---I--------F---I---I---�--4- a- -E 111 I j ----- I -- -I---I --IL-----I---1_II 1LI T -- ---1 I 1---I -- --------I---I--i---r--------IJ I I I ;%",.---L-- -- �I---I---1---r--h----E---I-----I-� -------1-I--I---� -- I I I I I I ICI -- I 1---I I I I I I -J---1---1---J--1--J---1---1---L-- I -----I---I-----J----II-i 1 L--_L_j---I---I---L---I----I---I---I--- I I I : 1 -- -- --�--- -- 1 -- I I _-1---+---I--� — ;,"-r---�---I---- I ---I--- �---I---I---1----r--�---1---I----r-------r----7---1-i1-I-1----I----1----I---1---I---r--rt---1---1---I---- I I I I t I j__.............._..-...-.__,..._.-..._..-...-...�-- ---..........- ------ -- ...._.. 1 ---I--III 1 I - I- - -- - 1- - - - - -- - - - - - - - -- -I- - -I- - r1 I Tl y -II -I III FI +I I LL HW -1 + I 4 �-J---I- -- I _I -- _I_ -- - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I I 1 911llill 1 I I I I I I I 1 I I I 1 1 I 4 — — — — —I — — —I— — — L — — — j:----1---1--- 1-- 1 r--_7�— r -- f ---I---1---1---�-- I I I I I I I I I I I I I I I Iy I I I I I I I I I I I 1 I I „; -I-r--- --T-- -,-I- - 1---! --!I-----1------IL--- -----1--I-i--T--7---I--1---i--r---�I--7---1---I---I!--�--�--�y i i I-I---r--7---�-I--I---i--T--�I--�---I-- -i --I! -- � -- �---1--I-1-------r---1 I 1 1 1 I I I I I I I I I I I '°;`1--------I- 1 -- ----- --J----L--1- J---1---1---1-1--J---1---1---I--- 1 --_j 1 L-- J---1---1--- -J--J---I---I J---1--J-- I--- i--- 1 - I---I--- 'f%' 1- - - - - - I {-I - - I- - - .,';' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ;::-I---I---r--+ - T------1 I -- 1 -- F--------L--1 -- t--I---I---�-- I--t---I---I--- -- I---r---I-----I---1 --1t-----1---r--t-rt------1--- -- fi--rt---I------------- - 1--- } ------1---�-- I --- I I1 I I- - - - - - H B .L-L- --1 --- I---r---------------------I-- -I- - - - � - - ---- - - - - - - - - 4- 1- -- - - -- - -1- - - - - - - - - - - - -- - - i-- ------ I T1--- I1 I --_ I I I II 11 I I I II I I I I _ I --i=--i---i---�--T�-= �i---i--_� � i- —1� — I--- T=-i---i---i--=+--- T _-1---i=--I---i -- T - _-+---1-=-I---i-I-- =i---i--+--i=--i---- 4g - I'I J1 I I 1 I 1 I I I I I 1 ---1---I-----1--1--------- ----1------ 1---1---1---a--- I---I---I------�-- 1---1---1---I--- i-----I---I---1----J-----I-�+= a1------1---1----- L--J---I---1--- -- 1--rt- T--- - 1--- - -- - r---+--I------I---�-- ,:/ -11--I - -I-I- - - F - - T - - -r -1- -1 - - -I- - - r- - - TI- - -T - - -1 - - -I- - -I� - - r - - - - fi == 11` = = = = _ _ __ __ _ _ �__ = �_ r1- - 7 _ = h- - -1 — _ _ _ - - - - -I n I I I - 1 1 _ - - - - -- - - - -I� _ _ �� _ _ =_I _ 1 I I II --� -- �- 1-1---I---� I- 1 I- I I----1---�--I---I---I---1 I-- _ - - - - - - - - - - - - - - -I - - I I I -1 - - -1- - - 1 - - 1 - 1 - - -1 - - -I- - - I I I _ I _ _ _I I- - =� - - - -I - - -I- - - - - I I I I I I T__ �_ I I � I I I I I I I I I I I I I I I I I I I I I I I I I I� � I 1 I I� �� I I I I I _ �__ _1 __ _I_ __ I L- - + - - - - -I - - - - - - - - - - - - J - - -I - - - I- - - - - - - - - - -1- - - I- - - - - t - - -1 - - -I - - - I- - - - - t - - -I - - -I - - - I- - - - - - 1- - - -I - - -I - - - I- - - � - - 1-I - - - I- - - { - - { - - -I I - -1- - - I- - - - - - - - � � - - - I I I 1 T J---h I---T-- .' I I I 1 I I I I I I I I I I I I I I I I I I I 1 ------1---L -- --I--- ------------------------------------------ -- -- -� �1---1--------- { - - 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - J,L =' - r - - - - - -I -1 - - - I-- - - - -1 - 1 I -- .._ T - - - -I -I - - - I- - - i- - - I -I - I - - - I- - - I -I - - - - -� - - -I - - -I 1- - - I- - - I - - - -I -I - - - I- - - i- - - -I - i - - -I - - - I- - - �I - - L - - - -I - - -I I- - - I I i ----1---I---- -- I I-- --- �- ---�- r--�- ---- I 1 r--t---t---1�`--I I q11- 7 —— — — 1 — — ------- 1 J _ -1 --r —�7 � 1-- I �I---------a1 - i _ _ _ _ _ _ _ -�- -I I --- I -- ----- -- ----------I-----�---I I T- -I I _...-T �'' ---J---�-----1---L-- -1 -- ----- ---- 1---1---I-- I i - ------- - - - - - - I I- I 1 i -- :. i—..-� �� — ✓_ — I i ; ;'/ �_\� -_ _ I-I---1----r- -I- -1-- I I I I I -- ----------- --------------LI==f==-==______ ! --I �.--1---L -- - -- ----1---I---4--+-'--I---I- -I 7 -f 1 1 r -1--i ----- _ _-- -_--- 'I II - -I- -I-1- - .- I- L _--_--- I I - I I I -- � --�-� I .-$_-�- ��—.,�-�--�--___�----1=_=_ IF' I I 1 I I 1 1 I 1 ,-I � -- --- � ,, - > -.. I I =- r �l, - • - -I - -I - — _- ------------1-�--H-+----------- - III---I------a - + -------I- - --t-- -- :J-1---i--- I IT / +-- 1 I I--1---L- _ -- --- - -- — -----� -_ =-� REMOVE EXISTING I 11-- �I-�1=_--1----�I.,', I I I 1 I{._ _--- 1 -- 1- - ---i- - --- - - ---- _ _.. — CEILING i -' j�-!---I---1-- L+I-1---� --I- -1 -� -- r -- ----I - - — I ' -- - - i I - � T - � I I I � - I I I I _ � ; - 1 1 I- _ I I I I I ( _ I E I, ,_ - - I I- -. -I- - - � - ! _jI- 1 I I I I I --L---1--I------ I -- -- r. I _ _ I 11t 1--i---i- 1--! --i--! -- I I r 1 I 1 l - ------ ---- --- - - - -- - - - - --- - - -- — - I -F - I- - -� -II�IT 1I II 1 1I1 1i I1 T-+ - --I---4- 1---1- f+ --- 41---- --+--- ----------- 1---i---I- I I 1 I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I 1 - - - - 1 - - -1- - -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - 1--- I I__ _1_ 1 _____ _1_ _ _I I I I I I I I I I I I I I IIT I J - - J - - -1- - - 1- - - L - - 1 - - J - - -1- - - I- - - J - - 1 - - J - - -I- - - - - - L - - - - -I - - -I- - - 1- - - L - - 1 - - J - - -1- - - 1- - - L - - 1 - - J - - -1- - - II ----1---- fi- I--- I 11-_--7---I------I---T-- 1---I---I---� -- 1---I--- ;l! I I I I I 1 I I I I I I I I I -- -- _ 1--- I 1 ---1- -1---j - I I I I I I----r---r--7---I---1----r--�----I---1---1---r---r---7-- I---1----r-----r- �---1---I---y----r--�---I---I--r-��- _ �_� -- 1--- � -- �--I---I---I � - � 1 - I I--I----r-- � - - - - - (- -1 - - I - - IL - - - - - - -I - - I- 1- - - - - - - I- 1 - - - I- - - - - I- I- - - - - - - - - � - - -1 - - - 1- - - - - - - - - - -1 T - , I _ _ _ _ _ _ _ _ _ _ _ _ _ _ ` _ _ I _ _ _I _ _ I 1-I---� --, --+I- 1--!---1---1---IL--!--!---1-- I L- 1--i--1-1---1 -- I (J' I -I -1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I TTI -� I -� I I I t -� -I -� ��� -I- - - 1- --4---1 11----4-1---r-4 -+4 I - - �I - --y---I---r- -- --���---i- ' I I I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1j1 I I � I I - - J - - -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - -1- - -I- _.I�--�---I---, r-- �--1-- I I I I �- I I I - � I I I_ I I I _I III -_ _ I_ --L--! -- — — — — — — _ — — �� ___ _ _ _ 1 r - -1- - - 1- - - 1 - 1 - J - - -I - - - I- 1 - - - - J - - -1 I- - - 1 - - I - - - -1 - - - I- - - L - 1 - - J - - -I - - - I- L - - - - J - - -I - I- - - L - - 1 - - - -1 - - - - + - - -I =� = -I T I 1� - T T - T 1� T T - T _ 1 , I 1 I I I I I I I I I I I I I I I _ I I - �� I I I T 1 1 - T ��� T I I _ _ _ rr I- - - I - - - - I - i - - - - 1- - - - - t - is -1- - - I - - - -I - - I- - - r - - t - - - -1 - - - 1- - - r - - 7 - - - -I - - - 1- - - - - r - - - - -1 - - I- - - r - - I - - -� - -I - - - 1- - - - - - - - -1 - - - I- - - - T - - - - -1 - - - - T - - - -I - - _ 1 I - I- - - I 1 - - 1- - - - - - - - - - -1 - - I I I I I- - - L - - - - - - - - I - - - - - 1 - - - -1 - - -1 - - - I- - - - ­;` I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1---I---I--- `---1-- - 1---I---�------------I---I---i--- I---I------I---i---�-----I---I---i -- F--------I---�-- I------I-----------Iw--I---� --t -------I---1----- Tii�-I---I �� -1- - - L _ _LI- - I 1 - -i - - I - - I - - -- I -I- - - I I I- -1- - -I- I - - I - - -1- 1 I� - - I - I 1 I-1- - - I I I I- -I- - -1- - - I - - -I� - -1- - -II- - - - - J - - -I- -I-1- - - �\ 1 I 111 1___I___1_ 1 I- I I __ __ �_ 1 __� __--I---1----I-- 1 I __ __ �_ I __� __ - - - - - �� - -I - - - I- - - + I_ ; 1' - F-- 1 -- -----I-- I---L--J ---1 --1---1---I---L-1---1---1-----L--1---1-----L--J---� --1---1---L-- 1 - 1---1---I--- --L--1 -1-- -I-- -�-----I-- - -1 i I_ lu-_I I I I -__I �}� I IIL\\ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 -I- UO �I I I I T I � I I—� -- I----- - 1 I. - I I 1 \ I I - --- _ :- - - ----- __ '�� �-3 =1--, I---I---+--�--I---I---I---+-�----I---I-----�---�----I-- --i---�-----+- I---I---I---�--F---I---1--- 1--+----F---I-- =�--' -------�r I I- �,- I1 I I I I hI �- -- - - - - - - - - -- - -- - - - - - - - - - -- - -- - - - - - - - - - -- -]I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- Ia - - - - - --- - - - -- - aI - - 1 - - J - - -I- - -I- - - L - - 1 - - J - - 1- - -I- - - L - - 1 - J - - -1- - -I- - - - 1 - - J - - -I- - -I- - - L - - 1 - - -� - - 1- - -1- - - L - - 11� J - - -I- - -1- - - 1 G I \ I- - - I- - - a>'.• ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I `,, •,:,".• �' - - -1- - - 1- -: I - - 7 - - -I - - -1- - 1- I- - - 1- - - r - - -1 - 1- -1- - - I- - - T - - r I- - 7 - - -I - - - I- - - I - - T - - -I - - -I - - I- I- - - r - - 7 - - -I - 1- -1- - -I- - - r - - TII� - -I - - -1- - - I- - - I- - T - - - - -1- 1 1 - -I - -11 1- - - 1- - - - - - -1 - - -1- - - 1- - - - - - - - -I - - -I- - - I - - - - - - -I - - 1- - - I- - - - - - -I - - -1- - - I- - - - - - - - -1 - - -1- - -- `� ' - T-- �- 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I!'I------ ---I-- -- F-----I---1----- f---I---1--------+---I---I---I--- fi -- f---I--------------I---I---I---f--- Ilr----1---I---�I--t------1--\ I--- r I I I I I I _- ----_I __ _ I _I___I--- I I -- I _- I__ I L -I--- T --T- --I -i -- i_ T i -----I---1� I 1 I— IT--� -I -I- _; _ I I— - r -- �- _I L �— -1T--� --1 - — C.� - - - - - -- _. I I 1- - I - 1- J- 1 I a I _ I . _.. -_. _ _ - — 11 - - - ........ - - __ _ _ .__.......... ._ - - --- T -- -- ---- - -- - - ---- - -- ---� --- - --- ---- -- -- - ----�_ - -- ----- - -Y-- --- - - -- --- - _ ..._ I I I I I I I I I I I I I I I I I I 2ND FLOOR - DEMOLITION REFLECTED n CEILING PLAN U 1 /8" =11-011 N DEMO RCP LEGEND SHEET NOTES KEY NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. — — — TYP. CEILING GRID AND LIGHT FIXTURE TO BE REMOVED 2. SEE DESIGN BUILD ENGINEER'S DRAWINGS UNDER SEPARATE PERMIT FOR EXISTING BUILDING SERVICE COORDINATION PRIOR TO BEGINNING - I— — — — - ANY WORK. 3. ALL CEILINGS TO BE REMOVED, TYP., U.O.N. REMOVE ALL WIRING AND SUPPORTS, CLEAN & PREPARE FOR NEW WORK. BRACING TO REMAIN AT E RECESSED PROJECTION SCREEN TO BE REMOVED EXISTING CEILING HEIGHT PARTITIONS SCHEDULED TO REMAIN. — — — — — — — 4. SALVAGE 2X2 CEILING TILE AND GRID FOR REUSE IN RETAIL AREA. AREA N.I.C. REVfEWED FO'R CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER 3 9400 EGISTERED� CT J C7R B. MILLER I 1, 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date INTERIOR ARCHITECTS S E A T T L E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 0 I I I -------------- n 2ND FLOOR - PARTITION PLAN 11 PARTITION LEGEND 61 PARTITION TYPE (SEE A-8 SHEET SERIES) a GLAZING TYPE OD1 0 NEW CONSTRUCTION FLOOR TO CEILING WINDOW PARTIAL HEIGHT WINDOW (WITH SILL) DOOR TAG (DOOR NUMBER & TYPE) EXISTING CONSTRUCTION TO REMAIN NEW 1HR FIRE RESISTANT RATED PARTITION NEW 2HR FIRE RESISTANT RATED PARTITION EXISTING 1HR FIRE RESISTANT RATED PARTITION EXISTING 2HR FIRE RESISTANT RATED PARTITION - - - - NEW MILLWORK WITH OVERHEAD CABINETS AREA N.I.C. FE FIRE EXTINGUISHER FC FIRE EXTINGUISHER CABINET FHC EXISTING FIRE HOSE CONNECTION CABINET 100 KEY NOTE FPR FIRE PROTECTION RISER CABINET 'F__�HC NEW/RE-LOCATED FIRE HOSE CONNECTION CABINET D E F G H J K L M N 0 I I I I I I I;%; ► I I i I EXISTING ROOF DECK SHEET NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. PARTITIONS DIMENSIONED TO FINISH FACE U.O.N. 3. USE TYPE "X" GWB ON FIRE RATED PARTITIONS. 4. USE CEMENTITIOUS BACKER BOARD ('DUROCK') OR EQUAL AT PARTITIONS SCHEDULED TO RECEIVE CERAMIC TILE (U.O.N.). SEE FINISH PLAN FOR LOCATION OF TILE. 5. SEE A-8.0 SERIES SHEETS FOR TYPICAL PARTITION DETAILS AND EXTENT OF FRAMING. 6. WHERE FURRED PARTITIONS EXCEED MAXIMUM HEIGHT, BRACE TO ADJACENT STRUCTURE. SEE A-8 DETAIL SHEET SERIES. 7. FIRE SAFE PENETRATIONS AT FIRE RESISTANT RATED PARTITIONS PER APPLICABLE UL ASSEMBLY. SEE A-8.10 SERIES FOR DETAILS. 8. FIRE PROTECTION SUB -CONTRACTOR TO VERIFY QUANTITIES AND LOCATIONS OF ALL FIRE HOSE CABINETS. 9. MAINTAIN INTEGRITY OF EXISTING FIRE RESISTANT RATED ASSEMBLIES FOR ALL PENETRATIONS. 10. PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDING, BUT NOT LIMITED TO: GRAB BARS, SHELVING, OVERHEAD CABINETS, SIGNAGE, TOILET ROOM ACCESSORIES, WALLMOUNT. EQUIPMENT, U.O.N. 11. REFER TO DESIGN BUILD POWER DATA DRAWINGS UNDER SEPARATE PERMITS FOR DEVICE LOCATIONS. 12. PROVIDE "LEVEL 5" FINISH AT ALL PARTITIONS TO RECEIVE WALL COVERING. REFER TO FINISH PLANS FOR LOCATIONS AND ADDITIONAL INFORMATION. 13. ALL PUBLIC -FACING, PAINTED GWB WALLS AND SOFFITS ON 1 ST AND 2ND FLOORS TO RECEIVE "LEVEL 5" FINISH, U.O.N. 14. ASSUME NEW ZONED SOUND MASKING SYSTEM AT ALL FLOORS. 15. ALL PARTITIONS TO BE TYPE "1303" U.O.N. 16. PROVIDE ACOUSTIC FIBERGLASS BATT INSULATION AT ALL PARTITIONS THROUGHOUT THAT ENCLOSE ROOMS. G.G. TO COORDINATE INSTALLATION AND PROVIDE ALL INFRASTRUCTURE FOR NEW ROOM SCHEDULING PANELS LOCATED OUTSIDE CONFERENCE ROOMS, TYP. SEE AUDIOVISUAL SYSTEMS NARRATIVE FOR DESIGN/SCOPE. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] 101 WOOD VENEER WALL PANELS W/ APPLIED GRAPHICS BY OTHERS 102 INFILL OPENING WHERE DOOR WAS REMOVED WITH PARTITION TYPE B03. 103 INFILL OPENING WHERE WINDOW WAS REMOVED. MATCH EXISTING PARTITION TYPE. 104 MATCH EXISTING WALL ASSEMBLY. VERIFY EXISTING STUD SIZE. 105 CHECK WRITING CABINET:10'-0" X 2'-6" X 2'-10" HIGH,1 '/z" THICK SOLID SURFACE COUNTERTOP AND SIDE PANELS, (1) 24" WIDE WOOD VENEER BASE CABINET WITH DOOR AND ADJUSTABLE SHELF, 6" SLOTTED GROMMET IN TOP FOR CHECK DROP, VERTICAL WOOD VENEER SUPPORT AT CENTER FOR LENGTH OF OPEN KNEE SPACE. 107 TYPICAL OFFICE AND CONF. ROOM FRONTS (BASIS OF DESIGN -1ST FLR. DIRTT (DEMOUNTABLE PARTITION SYSTEM), SPEC TO FOLLOW/ FLOORS 2-6: RACO SYSTEM SEE DETAIL SHEETS FOR MORE INFORMATION. 108 COORDINATE RELOCATED HC CABINET WITH NEW WALLS & FINISHES. 109 PROVIDE PLASTIC LAMINATE LOCKERS (BY LEGACY LOCKERS) 74". 115 EXISTING MILLWORK. REPAIR AND TOUCH UP AS REQUIRED. 9400 1 EGISTERED P.ILLER CT AJAT NGTON 4--__ Q I I I I I Ii I KEY NOTES NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] 116 NEW BANKING KIOSK MILLWORK, DESIGN TBD. 118 FUTURE KIOSK 121 OPERABLE ACOUSTIC PARTITION. 123 PROVIDE LEVEL 5 WALL FINISH FOR APPLIED GRAPHIC LOCATIONS 128 DEMOUNTABLE WALL AND GLASS OFFICE FRONT. 129 OPERABLE GLASS PARTITION. 131 CONSTRUCT NEW NORTH -SOUTH PARTITION TIGHT TO END OF EXISTING CONCRETE SHEAR WALL 132 OFFICE FRONT DOOR/SIDELITE WIDTHS ALONG THIS FACADE SHALL BE EQUAL IN SIZE. 133 OFFICE FRONT DOOR/SIDELITE WIDTHS ALONG THIS FACADE SHALL BE EQUAL IN SIZE. ADJUST PARTITION LOCATION AT PERIMETER WINDOW MULLION AS REQUIRED (OFFSET FROM MULLION CENTERLINE, IF NECESSARY). 134 ROLL -DOWN SECURITY GRILLE 135 5-SIDED, CLASS 1 MODULAR VAULT SYSTEM. 5" THICK PANELS. CLEAR INSIDE DIMENSIONS: 9'-2" X 12-10" X 8'-6" HIGH. NOTE: NO GYPBOARD REQUIRED ON INTERIOR OF TYPE B05 PARTITION SURROUNDING VAULT. CLEAR DIMENSIONS SHOWN ON PLAN ARE TO FACE OF STUD. 136 G.C. TO PROVIDE ALL INFRASTRUCTURE TOO ALLOW FOR FUTURE AV CONFERENCING THIS ROOM. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND ELECTRICAL PLANS, PROVIDED BY OTHERS, FOR DESIGN/SCOPE. 137 TO PROVIDE ALL INFRASTRUCTURE FOR AV CONFERENCING THIS ROOM. ALL AV EQUIPMENT TO BE PURCHASED AND INSTALLED BY AV VENDOR. G.C. TO COORDINATE INSTALLATION. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND ELECTRICAL PLANS, PROVIDED BY OTHERS, FOR DESIGN/SCOPE. 138 G.C. TO PROVIDE ALL INFRASTRUCTURE FOR AV & PROJECTION CAPABILITIES THIS ROOM. ALL AV EQUIPMENT TO BE PURCHASED AND INSTALLED BY AV VENDOR. G.C. TO COORDINATE INSTALLATION. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND ELECTRICAL PLANS, PROVIDED BY OTHERS, FOR DESIGN/SCOPE. FINAL LOCATION OF PROJECTION SCREEN(S) TBD. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila BUILDING DIVISION . RECEIVED CITY OF TUICWILA JUN 0 2 2015 PERMIT CENTER ---(::5 ) & 2ND FLOOR - REFLECTED CEILING PLAN FIXTURE SCHEDULE RCP LEGEND SHEET NOTES KEY NOTES o RECESSED LINEAR 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] TYPICAL 2 X 2 SUSPENDED CEILING GRID 2. TYPICAL CEILING HEIGHT IS 8'-6", U.O.N. 304 1 ST FLOOR ELEVATOR LOBBY: SPECIALTY WOOD CEILING WITH OPENINGS FOR SUSPENDED LIGHTING. o RECESSED LINEAR WALL WASHER 3. PAINT ALL VISIBLE AREAS OPEN TO STRUCTURE AS ALLOWED BY CODE, U.O.N. GC TO COORDINATE ALL PAINTABLE AREAS WITH ALL TRADES. 305 1 ST FLOOR SPECIALTY SUSPENDED LINEAR FIXTURES, PENDANT MOUNTED AT VARIED HEIGHTS - SEE LIGHTING SCHEDULE o GWB RECESSED LINEAR LED 4. REFERENCE LIGHTING SCHEDULE FOR MORE INFORMATION ON LIGHT FIXTURES SHOWN IN DRAWINGS. 312 RECESSED PROJECTION SCREEN OPEN TO EXISTING STRUCTURE 5. PROVIDE ACCESS PANELS ONLY WHERE REQUIRED 313 RECONFIGURE LIGHTING IN STAIRWAY 209 TO ACCOMMODATE NEW CONFIGURATION DECORATIVE LINEAR PENDANT 6. PROVIDE FLUSH DRYWALL TYPE ACCESS PANELS WITH CONCEALED FRAME AT ALL NON -RATED LOCATIONS, U.O.N. PROVIDE ALL PROPOSED 314 DASHED LINE REPRESENTS SUPPLEMENTAL LIGHTING AT FURNITURE SYSTEM DESIGN LOCATIONS FOR ARCHITECT REVIEW AND APPROVAL. o PENDANT MOUNTED LINEAR 7. ALL 2 X 2 GRID SHOWN TO BE ACT-1, U.O.N. 315 SEE PARTITION PLAN AND LUMINAIRE SCHEDULE FOR MORE INFO REGARDING CONTINUOUS LED'Z' TYPE FIXTURE AT CASEWORK BELOW, THIS LOCATION. =-; GYPBOARD (SUSPENDED OR FRAMED) 8. CENTER OPEN AREA ACT ALONG GRID LINE K AND GRID LINE 7, U.O.N. o PENDANT MOUNTED LINEAR WALL WASHER 9. ALL RECESSED DOWNLIGHTS AND DEVICES TO BE CENTERED ON ACT TILES, U.O.N. 316 CONTINUOUS TYPE'V' FIXTURE TO OCCUR AT BACK OF BUILT-IN BANQUETTE SEAT BELOW. 10. CENTER ACT GRID BOTH DIRECTIONS IN CLOSED ROOMS WITHOUT GLASS OFFICE FRONTS, U.O.N. 317 DASHED LINE REPRESENTS EXISTING SKYLIGHT TO REMAIN ABOVE NEW WOOD SLAT CEILING. C = _ COVE FIXTURE 11. ALIGN ACT GRID IN ROOMS WITH GLASS OFFICE FRONTS WITH OPEN AREA ACT GRIDS, U.O.N. 318 LINE OF ROLL -DOWN SECURITY GRILLE HOOD ®SPECIALTY WOOD CEILING 12. ANGLE ACT BRACING AWAY FROM OPEN CEILING AREAS, TYPICAL. 2 X 4 TROFFER FIXTURE 13. G.0 TO PROVIDE PAINT MOCKUP OF EXPOSED STRUCTURE @ 1 ST FLOOR. ALLOW FOR A MINIMUM OF (2) DIFFERENT PAINT COLORS. ElCOORDINATE WITH DESIGNER FOR REVIEW AND SELECTION. 2 X 2 TROFFER FIXTURE SPECIALTY WOOD SLAT CEILING 14. LIGHTING CONTROLS SHALL BE DESIGNED BY DESIGN BUILD ELECTRICAL ENGINEER TO MEET ALL LOCAL CODE REQUIREMENTS IN ADDITION TO GUIDELINES OUTLINED ON PLANS. ANY CONFLICT BETWEEN CODE REQUIREMENTS AND NOTED CONTROL ZONES SHALL BE BROUGHT TO TRACK MOUNTED WALL WASHER THE ATTENTION OF THE PROJECT ARCHITECTS PRIOR TO FINALIZING DESIGNS. O RECESSED DOWNLIGHI TYP. CEILING GRID AND LIGHT FIXTURE o> RECESSED WALL WASHER <' PENDANT MOUNTED DOWNLIGHT FIXTURE RECESSED PROJECTION SCREEN + DECORATIVE PENDANT FIXTURE CEILING MOUNTED ONE-SIDED EXIT SIGN I - - - q UNDER -CABINET LIGHTING®f CEILING MOUNTED TWO-SIDED EXIT SIGN - — - OVER CABINET LIGHTING I ® WALL MOUNTED EXIT SIGN — - — LIGHTING IN FURNITURE SYSTEM - COORDINATE W/MANF. AREA N.I.C. UTILITY STRIP FIXTURE 9400 GISTERED A RE B. LLER STAT OF ASHINGTON Job No: 21BECU.0002.000 Scale: 1/8" = 1'-0" uum RECEIVED REFLO"C"mm"' CITY OF TUKWILA rae: PLAIN JUN 0 2 2015 PERMIT CENTER Sheet:Ae %J00 I L _I 10 9400 1^vl;+EGIaTERED 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date 11 IA INTERIOR ARCHITECTS 1 2ND FLOOR - FINISH PLAN 1 /8" = 1'-0" SHEET NOTES KEY NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. PROVIDE NEW FLOORING, PAINT, AND WALL BASE THROUGHOUT AREA OF WORK, U.O.N. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] 3. ELEVATOR CAB FINISHES TO INCLUDE NEW CARPET, SPECIALTY WALL FINISH, METAL HAND RAILS, METAL BASE, AND NEW CEILING WITH 402 APPLIED GRAPHICS LOCATION: GC TO CONFIRM LEVEL 5 WALL FINISH PRIOR TO INSTALLATION LIGHTING. 403 WALK OFF INSERTS 4. ALL ELEVATOR DOORS AND FRAMES TO RECEIVE NEW PAINT, U.O.N. 5. ALL OFFICE AND MEETING ROOM GLASS FRONTS ARE TO RECEIVE CUSTOM 3M FILM GRAPHIC PATTERN, FULL HEIGHT AND LENGTH, TYP. 404 WOOD PANEL WALL 6. PROVIDE NEW ACCENT PAINT COLOR TO 20% OF WALLS, TYPICAL THROUGHOUT, U.O.N. 405 NEW ACOUSTICAL WALL PANELING MATERIAL AT PHONE ROOMS, TYP. 7. PROVIDE NEW FINISHES TO MATCH EXISTING FINISHES IN STAIRWAY 209 MODIFICATIONS. 8. SEE SHEET A-8.8 FOR TRANSITION DETAILS RE EWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER S E A T T I_ E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21 BECU.0002.000 Scale: 1/8" = 1'4" m if A1#1!%:�=4m0 Sheet: 7"l, L 0 0 0 0 0 ED CD CD CE3, 0 �/ tf OPEN coI� �II��J ��illl - `illi� ��III� OFFICE 272 1 T/O ED I ED 0 10 O CON 2,7 .'r ALIGN HM ALIGN ALIGII O T-1 -FT_1 �� O I 261-Y STORAGE F C O COP F ] F278 LU LL_ BREAKOUT r F255 --I nx n OPEN L] CO�LF ------OFFtGE ----------- -- - --- - ---------- --------- I ----- 24-9 L] F .... . .. . .. . .... .. . ...... ... . ... F254 HALLWAY Lo 244 ......... . . .. C) F_- PHONE PHONE�� 248 247 CL CL 0 S4 cli to m 1 243 1 242 1 202 1 Im N 0 p Q s —Ld — - — . ................... — - — - ------------------------ D co m m n m H �2 El I n I I , I I n I I n I I n I T _u T —5 T —11 m M n n n n n n n n n n n I — — — — U 11II I Ll 11II 7II u T U mum F206 n1t II II II II II II II n _U U T —5 T T T J co ED 0 11 ri rl rl 11 rl fril fril 01 tjII I n n I n-1 n _U T ---- u- TII _ --J T---- c D -- ---------- --- - - -- - ------ - --- - - - - - - - - - ------------ - ------------------ -05 IL I 0 (n co _�Ty_P8- M OUR rl ri 1 HALLWAY F 20-7 F208 FHC FEC STO. _j ONF [ 218 Fr, 1 'M71DW1_ EEIE i�liv\ j STAIR ELEVATOR L?q9-J LOBBY - ------ . ...... F2 0—- 0 1 ELEV/ 4_1=1 STORAGE F201 IL 0 0 COPY ROOM OFt 212204 1 M ELEV/ C `OPEN OFFICE #�\ I F7 OFFICE OFFICE F-1 OFFICE 220 L�� I i_2 �U L!�114 J d 226 0 j FHG FEC 31-10" 31-1011 BREAKOUT OFFICE F2157 1 221 1 CONF JEO CONF 239 1 0 07 FILE LROOM 252 J FILE/WORK I I I nDCKI 0 ED T ROOM OFFICE 238 F2-41-] 0 CONF 0 F2401 OFFICE 61-611 2_22--] I I I I � I 1 0 I ''� I �C HALLWAY EO'�14 F2_020� OFFICE F223- OFFICE OFFICE 1 OFFICE OFFICE OFFICE OFFICE OFFICE 6 PERMIT ISSUE 06/02/2015 23C 237 1 235 1 F-234-] 1 233 1 1 232 231 230 4 ISSUED FOR PRICING 3 05/15/2015 F=9 F==1 F==1 F=9 F=9 F=9 ONFERENCE 3 ISSUED FOR PRICING 2 02/18/2015 ... . ...... ........... .......... SHEET NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. REVEWED_F_C>R_ CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila BUILDING DIVISION .. RECEIVED CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER 2ND FLOOR = Tide: FURNITURE PLAN Sheet:Az=boo -T L I II N — --, — — �— --�— — — — —I — —�--- —�— — �-- —�— — ,— f , —T — �Zf^f/ FT% /= T 7 J= T 7� r :z :z 7- Z YI In " �(x I I Ell I II , , I I I I I I I I I ► ► I I F_ I 1 3RD FLOOR - DEMOLITION PLAN DEMOLITION LEGEND SHEET NOTES KEY NOTES \ 1. REMOVE ELEVATOR CAB FINISHES TO ACCOMODATE NEW WORK. NEW FINISHES AND LIGHTING TBD. NO [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] EXISTING CONSTRUCTION TO BE DEMOLISHED 2. ALL EXISITING MILLWORK TO REMAIN IN AREA OF WORK, TO BE TOUCHED UP AND REPAIRED AS REQUIRED. D01 REMOVE EXISTING STAIR. SEE STRUCTURAL. PROVIDE NEW FIRE SAFING AT NEW INFILL (MATCH EXISTING RATING, 2HR) D02 REMOVE EXISTING TERRAZZO FLOOR FINISH TO EXTENT SHOWN ON PLAN. DO NOT DISTURB EXISTING CONCRETE SLAB 3. GYPSUM BOARD SUBSTRATE BELOW. D04 EXISTING FURRING TO BE REMOVED. EXISTING CONSTRUCTION TO REMAIN 4. EXISITING CEILING TO BE REMOVED THROUGHOUT AREA OF WORK, U.O.N. D07 REMOVE EXISTING OPERABLE PARTITION. SEE STRUCTURAL 5. REMOVE FLOOR AND WALL FINISHES IN AREA OF WORK, U.O.N. D08 REMOVE FIRE RATED WALL. SEE PARTITION PLAN AND STRUCTURAL. EXISTING 1 HR FIRE RESISTANT RATED PARTITION TO REMAIN D09 EXISITING MILLWORK TO REMAIN. TOUCH UP AS NEEDED. 6. EXISITING FURRED OUT WALLS AND WALL COVERING TO BE REMOVED AT CORE, TYPICAL. PROVIDE NEW FURRING PER PARTITION PLAN. D11 EXISTING FIRE HOSE CONNECTION CABINET TO REMAIN. EXISTING 2HR FIRE RESISTANT RATED PARTITION D12 RELOCATE EXISTING FIRE HOSE CONNECTION CABINETS AS INDICATED ON PARTITION PLANS, GC TO COORDINATE LOCATIONS WITH FIRE PROTECTION SUB -CONTRACTOR. D13 REMOVE EXISTING TERRAZZO TILE IN ENTRY/ ATM VESTIBULE. EXISTING MILLWORK TO BE DEMOLISHED D14 RAILING TO BE REMOVED. t_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J AREA N.I.C. REWEWED FOR CODE COMPLIANCE RECEIVED APPROVED CITY of TUKWILA FHC EXISTING FIRE HOSE CONNECTION CABINET JUL 2 9 2015 JUN 0 2 2015 City of Tukwila PERMIT CENTER BUILDING DIVISION 1iAATO EGISTERED T Y I33. MILLER WASHINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date INTERIOR ARCHITECTS S E A T T l_ E- 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: AMor "' Check: Job No: 21BECU.0002.000 Scale: 1/8" = 1'-0" T[fle:DEMOLITION PLAN Sheet: A3=0m0 A B C D E F G H J K L M N 0 P Q R S I I I I I I I I I I I I I I I I I I I I ► I I I ► I I I I I I I I I I - - 2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r _ _- -- - - ----- - - --------- r--- -- -- _ -_ - --.-- --- ---- -- - - ---------- -- - ��- -I i T- - I -11T- �� 7r ! --I-- I- -, - _ -_ _r _ -- i _ - - I - - - - - - - - ---- --- --� I - --I- - -�-- -f~'! I---I---I--l-- -- - - - -I ii. I �.----- �:! �- ---1-----4 — II' ' -- ------ I -- -- i---I-- I--->---T--�--I---I--T----I- - -I-----T-- - - -I-- I---I---+--�--I---I---�--+----I---l--- I) _I I - - -I- - - I- - - - -I- - - - - - - - - - - I- - - - �-1- - - - -T- -k; I I I I I I I I I I I I I I I I I I ii I /' ( -- r------I- -r-----r--- '---- - - �--a----E---I---I---�- - + - --f--- I - - -I--- - - - +-- -t - - -I -- ---- I I----}---�---I---I---1---+--4---I---I- �-- fi--—f --- I I � I I I I I I I I I I I I I I I I III I I I I I I I I I I �I I I + I I I - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - J -' - - - - - - - - - - T - - - - -I - - - 1- - - - - - - - - - - - I I I I I I I I I I I I I I 1 - I ---I--- �-- I---I---�---�--I---I---I---� �--�---I---I �---�----I-- I ---I--- � --�-- J---I---I--- � �--- ' I I I I I I I I I I I I I I I I I I I I I I---'---1--- - '-- - - I --- --�-- ' - -- I I--- fj I T - I T - - l - - - - 1- - - 1- - - T - - - - - -I- - - 1- - - T 7 - - - - -I- - - T - - - '/ �-- � -- �'4--- i-- - I -- - ' I---I---I----- --I---------r------r------I---�-- I ---I---I---I---�--1 ---I---I---I---f --1 -- f------I---f--- } ---I---I---I---I----I---4------I---I---t ---r------------ r--------------------------------------------- I- --r---------------r--— — —- -- — ------I--- I I 1 I I I I I I I I I 11 I I I I I I I I I _ ' - -1_ _ I _ I I II IIy I -I--- I -- I-----1---I---I---I----------I- I-----�-------I---a--- I ---------I-- L--1--J---1---I---a -- +--J------ I I I I I I I I I I - -1 - - - I- - - -I - I- - - 1 r - - I - - -f - - -1 - - - I- - - - - 1- -I I- - - - - - -II - - - - - - L _ -----I---I---r-----�--r----- �- -- i---+-----I---I-----T-----I---I---r-- r-----------r--T----------- I---T-I--------- --L -------r -- --------I---I--- i -----I---I---I--- -- ---I--- I I I I I I I--------�--- I I I I 11 I I I I I 1 --i ------I---I-- I--�---I---I---i------ii- - - - - -i -- -i�-T- - -I- -- ill -- -r-- -- - :�,=--G---I---I---r----r-- �---I---I---�---f--- �---I---I- +-- I---�---�--�---I---I---f---t--�---I---I---I----i---�---I------ I LI '--- - I LJ---'---I---�L—------'-- -- 1 Ll --1- I I L I ---I I L— -- I 1 -- I I I--- I --- L-- �'�.� -�-- I I I I I I I I I I I I I-- I r I I I �1 f ._..._ ...-L---...... .. r._._... <; L�---- I--- L--4---I- - --I--- - -�--- --I--- - - a--- ---I--I------ ---�--I---I---I--- ------a---I-- I- - - - - - --I--------L-- -----I---I--- ----- --I-- 11 - -- �-- 1- T 7 I- I I I-----t---I- :`�';-� I-- I 1---I--- -- - -- -- -- - -- -- --I--- I L--------I---1 L--'II I ' ';=-f---+-----1---1---r-----I---I---I -�-- -- --- I i +- -t- I ---I- r --T-- ---I- I----T--7---- I- r--T--7---I- t--t--f---I---I---r--T----------- +-- I ---I---- ' I -- --�------I- + -- 1 - -I--- I---1---II--- I -- -----I---I---I--- -----I---I---I--- -- -- ------I--- -- -- ------I--- -----I-�-�--I----�J---£--' I a--f-----I---I Ii + - I- -I - - -I - - - I- - - i- I- - t - - -i - - -I - -- - - {- - - { - - 1 - - I-i - - -I - - -I - - -� I + _ _ _ IJ� _ _ _ _ _ I _ I- ' - - - - J I_ 1 _ I I I I 1 7- T- -t- - -�- - --1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - i- t - - -i- - - l - - - - -Ia- J - - -I- - -� - - - ?•''I I I I I I I I I I I i -- I I I I I I I I I I I I I I I i---i--- I -- I -- I-// I I I I I I I I IL'_ I' I I - - - - - - - 1- - - - - I-i - - - i- - - - - - - - -i - - i- - - - - - - - - -i 1 - - - - -I - - I- rt - IT - - i- - - �. T E� + I ---- I -��l-----I---I- -I -- - I_- I I - - - -I - I I - -I - - +=-I --+--�-- I------ -- --��� �- - -r- - - ---- 1- 1----I- -I---I I -- I I ---I i---+-- T - - - - l - T 1 r 'I -. - r _ ? _ .. I. _.._.. L- - -L - -1 --- T ^ J- J- ' ._....._, j'� I I I I I I - - � � - - / / ' - .. -_-, ..__. ,. !I I - _ I I I - - -i - -�- - - - ! --- -I - -I - - - I -I � - +- - - -� - I � - ° -'I_ - -I - -� r- / 1 I .�f ! I I I I I I I I I�� I I/ I�::: � _- _ I I--- I- I I I I I III I I I I -L--!-----I---I-- r-- r------ 1- L----I-------- I J---L---I---I-r I--- { �- - - - - - I - - - 1- - - - - - -I - - -I - - - I- - - a- - / - J - - -I - - rr - - - -I- - - - -I - - - - - - ;; i; I- - - - - r - - - - - - - - - - - - - r - - I- - - - - - - _ - - -� - - - D- I - - - - - - - - I- - - y �� 1 I I �I 1_ I I L-1-- I 1 -' �- I I----- 11--I-I---I---I I---I---II---I ! I I I--f-r-1---1 ---J-r-- I - I--------f- I ----- - - - - -=---r--�---- - - - - - - - - - - - -I I r - - - - - - - - - - - - - l- - I I * i i-- -- —4 N 1 I r +I I>..{ - I I + - I ---I 1--1---1---I I ---I -- - L-I= ---I---I I -- I---I---I- -r - - - - - - - - - - - - - - - - - F - - -I - - I - - - - --f - -I - - - I- - - -r -F - -1 ; - - -1 1 - - I a�' I I �- I � -- � I � 11--I- I � � I I - _ I I I � `.I I I + I 1—J---1— I--- +--J— LII _ I --J-- ------ _- - I ---I-------- ----- !-- +---I---I--- 1.. -- -- -----I--- - ---- -- -----------------1 ' I I I I I I I--I___I--_ II I I I I - - - - - - - - - - - - I I I 4 �; I I I I I I I 1 I 1 - - - - L -I- - -I 1 1- - - a I- - - -I- - -I- - -' L—�—— J—— I ----I--- I----- ---I-- !�--I-4— ---I �— r— ------ +--1--—I----I f I r---I-- I I ---I- I 1-It- �---I-- ._.. _.. 1 �--- r 1- �� I -- �---1-- € I I I I I I I I. I I - I I I I I 11 I 1 - -- - - - - - - - - - -- - - - - - - - - - - -I - - - - - - - - T - - - - -1 - - - - - - * - - ', I - - - - - - - - I - - - I - - - 1- I- - - - - - - - - - - - - I - - - - - - - -- - - - - - - - - l - - - - -I - - - - - - - - - - - - - - - _ '- -. ^T - I -I - - -- I � II -j � r _ - -- - - I --I-- -------- - --- - _�-- 1- - - - _ -- I - ;�;_.— � I---�-- � -- I I --I I � 'I I ---- 1 ---- I I---L --'-----1-- - ;11 --- I I I ---I-- I -- - F- - I 1 1 T I -I---1 I I T 1---I------II-I----I-1 -� L - - - - I- - - - - - - - - I � - - -I - - - 1- - - {- - - �- U- - -� - - -I - - .....:.._ _� _ `. . -.,'` li I - - - - . _. .' .... I I I I I I I I I I I I I I I I� I I I I I I III I ----- - - - I I------ -------- ---------I---�-- -� ---- - -I- - - - - - -I - - -I- - � �- - - -{ - I- - -I � � ( - - I 11 t - - � - - -1 - - - I- - - � 1- I� I I - ail : - - - - -I - - -1- � I I - - I-----1---I---I------ pa I I II - I --I�- --- P - / --- I-1-L-I---I L---� I------{ -II J-� ----J---1-----� -- -- € i I- - I II- t - - -I - - -1 - - - I- I I I I I -I- - - - - - - - - - - - _ —I -- L- -===L- I I I I I T I I- I T Irt I I 3j i � I I I I I �� ��� ri 4111111 I = _ - f� 1 -- ---- I I I I -f I I _ I I ' I-- I I I �! 1- _ _ T - - -I - - -I - - - I- - - �- - - - - -4 - - -I - - - I- - - - - 1 - - J - - - - - - I- - - L - - 1 - - J - - - - - - I- - - - + - - -4 - - -I - - - I- - - - - - - - - - - - - - - - - - - - - - - J - - -I - - - I -I/ - - + - - J - `r T - - - - -I - - - I -I - - r - - T - - - - -g - - - I- - - I I I I I I I I I I I I I 1 I I I 1 I i 1 T - -I l I- - - - I l I /Y I l I k`/ f -- ---J---I---I---� ---J---I---I -- -- - ----------- I---I---� --+-` I- - - - - - - r - - r - - - - l- I- - - r - - r - -I - - -I- - - I- - - r rt - - - - -I- - - r - - T - - -1 - - 1- - - - - - - - I - - - -I- - - - - r - - - - -I- - - - - - I 1 I I 1 I - - - - - - - - - -I 1 I------�-- I -a---' a-----I---� ---J---I---1---� - I I I- -� ----------I---� -- ----- I L-- I--J---I---I-----1--J------1---I -- I 1 - - - - - - - - - - - - I - - - - - - l I + - - -� - - -1 - - - I- - - l I---L------ ---I---I---L---- -----I---I---+---f---I--------+-----I---I---I---+---f------I---I---+-- 4------I---r-- f -- f---1---I---r-- r---}------ +-- 4---I--TI--- r--�' ' I — I L-- 1 I- 1 I -� -- 4------d---I - I LI- I I I I_---1---'---� I-- -- I---'---� I I I I I I I I I I I I I I I l I I -! --- I I I FBI I--------------I---r - - -- -- ----- -- ---- -- -------------------------- ----- --------r--1------I---4---y -1--------b� - I I I I I I I I I I I I I I I I I I I I I I I I I I I l I 1 I I T � T- - -1 - - -I - - - I- - - -I- - - T - - -I - - - - - - I- - - L - - - - -I - - -I - - - I- - - 1 - - - - J - - -I - - - I- - - L - - 4 - - J - - -1 - - - I- - - - - 1 - - J - - -I - - - I- - - - - + - - - - -I - - - I- - - i- - - I - - - - - - - - I- - - - - - T - - - - -I - - - 1- - - - - - I I I I I I I I I I I T - - - - - - - - � - - -I - - 1- - � - - * - - I - - -I - I- - - r - - -�- - - -7 1 - - - I- - - r - - � - - -I - - - 1- - f- - - - - - - - - -I - - I- - - � T - I- - L - 1 I - - -1 - _ I _ _I 1- - - - _ _ I _ _ I- - - I- - - L - - - 1- - - '� L - - 1 IL --- -_--- _ - --�iT- 1--- I I I T I I I I T I I I T I I I I TI T I T I I I T I T I /,/ T -1---'---i---L 1 1 I L 1 1 -----I---I---1--- I 1-- 1 I I I I I -I-- �---I---I------t--- fi---I---1---I----r---F---I---I---I---}----r--�---I------�---}----I---I---�--t---rt--�---1---I--- fi--T-=--�-_ _ �_ ___-- 1 I I I I � -- I-I--�/�--I--- fi----�- �';i I , I 1 II I l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I�� j„ 1J1- '-I---4---T---I---I---I------T-- 4---I---I---f --� -- 4------I------T--J------I---f---+-----I---I---r----------I---�--------- - ----- --�--J�--I---I---� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � II1-—---'------I—I '---'---11--- —I---- -- I -- -- I d I I --- --I----------- I — —— 1---I---I---L -- �— 1 I I 11� I I I--T-- T- I I- r--T--�- I ---I- r--T--7---1------r--r---T---I---I r-- I I I r-- I---I------i -- i -- 1 I I I 7---1--�1\-i, I___ __L__1__J-__I __I__-L--�-- - - - -_ - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - -I - - - -- I II I I I I I I I I I I I I I I I I I I I _ _ _ _ �- j- I - -I I I- I T- I -�- - I I— i j I- I I I - �- 1' `�I I /�� I 1 ice, - - --� - - -I - - - - - I- - - -I- - - J - - -1 - -1- - - L - - 1 - - 1 - -1- - -1- - - L - - - - -1 - - -I - - - I- - L - - -r - - J - - -I - -I- - - � - - a- - - --� - -I - - - - - _ _ J` - - - - - - - �� - - I- - - L - -.,✓% I I I I I I I I I I I I I I I I I I I I I r �---I---I---L -+--�- �_= I\c I I --- --- - --- -- -- --- -- -- r ____ _____________--_---I---I----\L 1----4---1---1I� -I- - - l-::- T - - --4 I- - -I- r - - -I- - - 1- r - - T - - I- I- - - r - t - - - - I- - -I- I - - I l I I r---r-- - - - - I- - - I - - I - - J - - -1- - - I- - - I - - I - - -I - - -1- - - 1- - I - - I - - 1- - - I - - I - - -I - I I L I 1 -i - - J - - - I - - - 1-1 I- - �- - - - - J - - -I ' I I I I I I I I I I I I I I IIT 1 I --I--- I III-----1--—�I—'---I------ I I I I I„�y---�--+--�-.--1---I---I----I----+---I---I---�---�--�---I- I----f---�--I-I------I----f----f---I---I---�I�-T--�---�--- J-------I-------------1--------- - � _ _ T _ _ � _ _ _I _ _ I_ - _ � _ _ T 4-----------I---L--L-----1---1---L--J---A---I------L--L -- =---1---- L--T--------I---AIL-i- ------I------I------ ---- - 1 -- 1 II 1 I I I I I I I I I I I I I I I I I I I I l I I I I I I I II 1 I I '- I- - - - - - - L _ -C---I---I-- I - T-- C- I---r-- r---� I---I---r- r------I-- r--- -r-- l !—rl---� -- - --� —�— —�— --�-- — 1— ——-�1-'I —�— —�— —�— —�L — T—-- �LI T r.- I _ . ---- -1 _- _ _ 1 - �_ _ _.I_ _---_L...._... J.w>..._.' ._....._ _l_ -... L-_ -L _ _ _ _ J_- - -1 L_ _ _ _L. _ ___ 1--__..1. __ _ I I I I I I I I I I I I I I I I I I I I — — I I —I — — I _ — ► _ I — _1 — — ' — — — 12 I- 3RD FLOOR — DEMOLITION REFLECTED 1 CEILING PLAN 2 IL 0 DEMO RCP LEGEND SHEET NOTES KEY NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. SEE DESIGN BUILD ENGINEER'S DRAWINGS UNDER SEPARATE PERMIT FOR EXISTING BUILDING SERVICE COORDINATION PRIOR TO BEGINNING TYP. CEILING GRID AND LIGHT FIXTURE TO BE REMOVED ANY WORK. 3. ALL CEILINGS TO BE REMOVED, TYP., U.O.N. REMOVE ALL WIRING AND SUPPORTS, CLEAN & PREPARE FOR NEW WORK. BRACING TO REMAIN AT RECESSED PROJECTION SCREEN TO BE REMOVED EXISTING CEILING HEIGHT PARTITIONS SCHEDULED TO REMAIN. 4. SALVAGE 2X2 CEILING TILE AND GRID FOR REUSE IN RETAIL AREA. AREA N.I.C. REVfEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila BUILDING DIVISION 9400 REGISTER D ITECT E MILLER 'S T OF ASHINGTON A B C D E F G H J K L Ni N 0 P Q 01 Mig Nii -- - ----- - - ----- - - - ------------------ - - - ------- - ------ - -- ---- - ------ ---- - - ------- . . .. . ......... . ..... .... . ..... . . .. . ............ . ...... BECU - TUKWILA FINANCIAL CENTER ILLJ (LO7> EXISTING ROOF CONF BREAKOUT 303 1 8 A-i., III F306] i (137) — 306• 16 A-8 4 OPEN SIM. Sim. 12770 Gateway Dr. OFFICE 303 SEA L 353 12' 0" - - ---- ------ j 308 Tukwila, WA 98168 �CO3/ CO3 <c03> 03 A-7.5 CONF CONF PANTRY C? CO3 _5 -3-07--] QUIET 1 304 1 (136) F3_0 F 4 (136) co 3 ROOM 308 (L36) 12 G03 A _L261-0" (L_28>___1 (1-28 71-10" Ir CD _7 . ...... 5 (=;Fn7 (fO7 -C TYP. Bo3G03 -Fn -8.4 r- Sim. CD C co 9400 G RED HIT FXH HIT Z, OFFICE U'> C. '. 141-8" L B03 FRE .MILLER STA OF ASHINGTON 356 1 28 (L_) B05 1 1305 Lol Lot 0-3-6 101-0 41-1011 BREAKOUT STORAGE C? E CO3 F3 0-9 F3 1-0 WELLNESS F3 1-1 OPEN I I OFFICE H LWAY F323 T Eff] HALLWAY 41-10" 51-01, 1-23) 023/ ALIGN ALIGN F06 EQ. EQ. FHC 1: . . ..... . . 3- 2 302 318 co STORAGE -3187 A-7.5 15 cli COP In CMO IDF1 - ------- 00 LO BosF 320 co al :16 BREAKOUT __1 F 352 EO F06 STORAGE L,� 0 1=2 LU Z L 30-1 I ! I . ELEVATOR LOBBY F300 LU 49 1 HALLWAY U F01 f2_3 321 B09 _�0>9 21611 CONF (1138 CO 321 - -------- -7- 7- 7t -CONF (i37 F349 zj J �21 (137) —) J J OPEN HALLWAY C OFFICE 3 F3-5-0-1 CONIf14 341 107) PHONE PHONE _<�> E10, 43,11i 16, LU 15 4 C�l BREAKOUT 01 324 3L7 j ti F348 6 342 C? copy F3-2-5-] co 7j- 8 EQ. E Q. L 1'-\,4 F01 F01 t: FEC C? HALLWAY ALIGN--�� L�UGN� T-O" 4� - �O� > I r, I F-33-1-1 EQUAL EQUAL BREAKOUT 334 Lot OFFICE 333 Lot332 OFFICL (132) (132) x- co — OPEN OFFICE 2-8) _t3l'-O" (1-2-8) 330 - - --------- . ....... .. . T ------- ------- - ------ - — — — — ------ — — — — ----------- - — - ---------------- T T I 10 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 30 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS/ REVIEW ISSUE 01/16/2015 EXISTING ROOF 1 ISSUED FOR PRICING 01/12/2015 . . . Delta Issue No. Description Date . .... ------------ ------------ ----- - - . ....... ... .... . ......... ........ . . .. ....... . ...... . . .. ... . .... . . ......... . . - ----- .. . ..... ..... ................ .... . .. ..... . . . ........ . . ........... ..... . - . ................... .... ... ... LL_ INTERIOR ARCHITECTS 12 S _F _F L_ E 3RD FLOOR -PARTITION PLAN N 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 1/8" = 11-011 TEL 206-264-9195 FAX 206-624-1525 PARTITION LEGEND SHEET NOTES KEY NOTES Bl —PARTITION TYPE (SEE A-8 SHEET SERIES) GLAZING TYPE 1 SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. PARTITIONS DIMENSIONED TO FINISH FACE U.O.N. 3. USE TYPE "k GWB ON FIRE RATED PARTITIONS. NO. 101 [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] WOOD VENEER WALL PANELS W/ APPLIED GRAPHICS BY OTHERS NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] 116 NEW BANKING KIOSK MILLWORK, DESIGN TBD. 118 FUTURE HOSK @2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALLDRAWINGSAND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT NEW CONSTRUCTION -FLOOR TO CEILING WINDOW PARTIAL HEIGHT WINDOW WITH SILL) DOOR TAG (DOOR NUMBER & TYPE) 4. USE CEMENTITIOUS BACKER BOARD ('DUROCr) OR EQUAL AT PARTITIONS SCHEDULED TO RECEIVE CERAMIC TILE (U.O.N.). SEE FINISH PLAN FOR LOCATION OF TILE. 5. SEE A-8.0 SERIES SHEETS FOR TYPICAL PARTITION DETAILS AND EXTENT OF FRAMING. 6. WHERE FURRED PARTITIONS EXCEED MAXIMUM HEIGHT, BRACE TO ADJACENT STRUCTURE. SEE A-8 DETAIL SHEET SERIES. 7. FIRE SAFE PENETRATIONS AT FIRE RESISTANT RATED PARTITIONS PER APPLICABLE UL ASSEMBLY. SEE A-8.10 SERIES FOR DETAILS. 8. FIRE PROTECTION SUB -CONTRACTOR TO VERIFY QUANTITIES AND LOCATIONS OF ALL FIRE HOSE CABINETS. 102 103 104 105 INFILL OPENING WHERE DOOR WAS REMOVED WITH PARTITION TYPE B03. INFILL OPENING WHERE WINDOW WAS REMOVED. MATCH EXISTING PARTITION TYPE. MATCH EXISTING WALL ASSEMBLY. VERIFY EXISTING STUD SIZE. CHECK WRITING CABINET: 10'-0" X 2'-6" X 2'-10" HIGH, 1 1/2" THICK SOLID SURFACE COUNTERTOP AND SIDE PANELS, (1) 24" WIDE WOOD VENEER BASE CABINET WITH DOOR AND ADJUSTABLE SHELF, 6" SLOTTED GROMMET IN TOP FOR CHECK DROP, VERTICAL WOOD VENEER 121 OPERABLE ACOUSTIC PARTITION. 123 PROVIDE LEVEL 5 WALL FINISH FOR APPLIED GRAPHIC LOCATIONS 128 DEMOUNTABLE WALL AND GLASS OFFICE FRONT. 129 OPERABLE GLASS PARTITION. SHEAR WALL THE WRITTEN CONSENT OF THE ARCHITECT. 131 CONSTRUCT NEW NORTH -SOUTH PARTITION TIGHT TO END OF EXISTING CONCRETE ------ - ---- EXISTING CONSTRUCTION TO REMAIN 9. MAINTAIN INTEGRITY OF EXISTING FIRE RESISTANT RATED ASSEMBLIES FOR ALL PENETRATIONS. 10. PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDING, BUT NOT LIMITED TO: GRAB BARS, SHELVING, TOILET ROOM ACCESSORIES, WALLIVIOUNT. EQUIPMENT, U.O.N. OVERHEAD CABINETS, SIGNAGE, 107 SUPPORT AT CENTER FOR LENGTH OF OPEN KNEE SPACE. TYPICAL OFFICE AND CONF. ROOM FRONTS (BASIS OF DESIGN -1ST FLR. DIRTT (DEMOUNTABLE PARTITION SYSTEM), SPEC TO FOLLOW/ FLOORS 2-6: RACO SYSTEM SEE DETAIL SHEETS FOR MORE INFORMATION. 132 OFFICE FRONT DOOR/SIDELITE WIDTHS ALONG THIS FACADE SHALL BE EQUAL IN SIZE. 133 OFFICE FRONT DOOR/SIDELITE WIDTHS ALONG THIS FACADE SHALL BE EQUAL IN SIZE. ADJUST PARTITION LOCATION AT PERIMETER WINDOW heck: 0 P NEW 1 HR FIRE RESISTANT RATED PARTITION 11. REFER TO DESIGN BUILD POWER DATA DRAWINGS UNDER SEPARATE PERMITS FOR DEVICE LOCATIONS. 12. PROVIDE "LEVEL 5" FINISH AT ALL PARTITIONS TO RECEIVE WALL COVERING. REFER TO FINISH PLANS FOR LOCATIONS INFORMATION. AND ADDITIONAL 108 109 COORDINATE RELOCATED HC CABINET WITH NEW WALLS & FINISHES. PROVIDE PLASTIC LAMINATE LOCKERS (BY LEGACY LOCKERS) 74". MULLION AS REQUIRED (OFFSET FROM MULLION CENTERLINE, IF NECESSARY). 134 ROLL -DOWN SECURITY GRILLE 135 5-SIDED, CLASS I MODULAR VAULT SYSTEM. 5" THICK PANELS. CLEAR INSIDE DIMENSIONS: T-2" X 12-10" X8'-6" HIGH. NOTE: NO GYPBOARD Job No: 21 BECU.0002.000 Scale: 1/81, 11-01, — NEW 2HR FIRE RESISTANT RATED PARTITION 13. ALL PUBLIC -FACING, PAINTED GWB WALLS AND SOFFITS ON 1 STAND 2ND FLOORS TO RECEIVE "LEVEL 5" FINISH, U.O.N. 14. ASSUME NEW ZONED SOUND MASKING SYSTEM AT ALL FLOORS. 115 EXISTING MILLWORK REPAIR AND TOUCH UP AS REQUIRED. REQUIRED ON INTERIOR OF TYPE B05 PARTITION SURROUNDING VAULT. CLEAR DIMENSIONS SHOWN ON PLAN ARE TO FACE OF STUD. 136 G.C. TO PROVIDE ALL INFRASTRUCTURE TOO ALLOW FOR FUTURE AV CONFERENCING THIS ROOM. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND 7 1 ------ ---- 7--i EXISTING 1 FIR FIRE RESISTANT RATED PARTITION EXISTING 2HR FIRE RESISTANT RATED PARTITION 15. ALL PARTITIONS TO BE TYPE TOT' U.O.N. 16. PROVIDE ACOUSTIC FIBERGLASS BATT INSULATION AT ALL PARTITIONS THROUGHOUT THAT ENCLOSE ROOMS. G.C. TO COORDINATE INSTALLATION AND PROVIDE ALL INFRASTRUCTURE FOR NEW ROOM SCHEDULING PANELS LOCATED OUTSIDE CONFERENCE ROOMS, TYP. SEE AUDIOVISUAL SYSTEMS NARRATIVE FOR DESIGN/SCOPE. ELECTRICAL PLANS, PROVIDED BY OTHERS, FOR DESIGN/SCOPE. 137 TO PROVIDE ALL INFRASTRUCTURE FOR AV CONFERENCING THIS ROOM. ALL AV EQUIPMENT TO BE PURCHASED AND INSTALLED BY AV VENDOR. G.C. TO COORDINATE INSTALLATION. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND ELECTRICAL PLANS, PROVIDED BY OTHERS, FOR REVIEWED FOR NEW MILLWORK WITH OVERHEAD CABINETS DESIGN/SCOPE. 138 G.C. TO PROVIDE ALL INFRASTRUCTURE FOR AV & PROJECTION CAPABILITIES THIS ROOM. ALL AV EQUIPMENT TO BE PURCHASED AND LAN INSTALLED BY AV VENDOR. G.C. TO COORDINATE INSTALLATION. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND ELECTRICALPLANS, PROVIDED BY CODE COMPLIANCE RECEIVED APPROVED CITY OF TUKWILA 3RD FLOOR AREA N.I.C. OTHERS, FOR DESIGN/SCOPE. FINAL LOCATION OF PROJECTION SCREEN(S) TED. JUL 2 9 2015 JUN 0 2 2015 Trde:PARTITION PLAN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET F . H - C EXISTING FIRE HOSE CONNECTION CABINET City of Tukwila100 PERMIT BUILDING DIVISION CENTER KEY NOTE FPR FIRE PROTECTION RISER CABINET 'F---HC' NEW/RE-LOCATED FIRE HOSE CONNECTION CABINET sheet:A3=1 m0 A B 1 3RD FLOOR - REFLECTED CEILING PLAN 1 /8" = 1'-0" FIXTURE SCHEDULE AISTEC CT B. MILLER ASHINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date 11 2' x 2' ACT System I N T E R I O R 8' - 6"IA.F.F. ARCHITECTS 1001 4TH AVENUE, SUITE 440 N SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 RCP LEGEND SHEET NOTES KEY NOTES o RECESSED LINEAR 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] TYPICAL 2 X 2 SUSPENDED CEILING GRID 2. TYPICAL CEILING HEIGHT IS 8'-6", U.O.N. 304 1 ST FLOOR ELEVATOR LOBBY: SPECIALTY WOOD CEILING WITH OPENINGS FOR SUSPENDED LIGHTING. ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND o RECESSED LINEAR WALL WASHER 3. PAINT ALL VISIBLE AREAS OPEN TO STRUCTURE AS ALLOWED BY CODE, U.O.N. GC TO COORDINATE ALL PAINTABLE AREAS WITH ALL TRADES. 305 1 ST FLOOR SPECIALTY SUSPENDED LINEAR FIXTURES, PENDANT MOUNTED AT VARIED HEIGHTS - SEE LIGHTING SCHEDULE WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT o GWB RECESSED LINEAR LED 4. REFERENCE LIGHTING SCHEDULE FOR MORE INFORMATION ON LIGHT FIXTURES SHOWN IN DRAWINGS. 312 RECESSED PROJECTION SCREEN THE WRITTEN CONSENT OF THE ARCHITECT. OPEN TO EXISTING STRUCTURE 5. PROVIDE ACCESS PANELS ONLY WHERE REQUIRED 313 RECONFIGURE LIGHTING IN STAIRWAY 209 TO ACCOMMODATE NEW CONFIGURATION E=hEB DECORATIVE LINEAR PENDANT 6. PROVIDE FLUSH DRYWALL TYPE ACCESS PANELS WITH CONCEALED FRAME AT ALL NON -RATED LOCATIONS, U.O.N. PROVIDE ALL PROPOSED 314 DASHED LINE REPRESENTS SUPPLEMENTAL LIGHTING AT FURNITURE SYSTEM DESIGN LOCATIONS FOR ARCHITECT REVIEW AND APPROVAL. o PENDANT MOUNTED LINEAR J,-`: 7. ALL 2 X 2 GRID SHOWN TO BE ACT-1, U.O.N. 315 SEE PARTITION PLAN AND LUMINAIRE SCHEDULE FOR MORE INFO REGARDING CONTINUOUS LED T TYPE FIXTURE AT CASEWORK - ` GYPBOARD (SUSPENDED OR FRAMED) 8. CENTER OPEN AREA ACT ALONG GRID LINE K AND GRID LINE 7, U.O.N. BELOW, THIS LOCATION. x' o PENDANT MOUNTED LINEAR WALL WASHER 9. ALL RECESSED DOWNLIGHTS AND DEVICES TO BE CENTERED ON ACT TILES, U.O.N. 316 CONTINUOUS TYPE FIXTURE TO OCCUR AT BACK OF BUILT-IN BANQUETTE SEAT BELOW. 10. CENTER ACT GRID BOTH DIRECTIONS IN CLOSED ROOMS WITHOUT GLASS OFFICE FRONTS, U.O.N. 317 DASHED LINE REPRESENTS EXISTING SKYLIGHT TO REMAIN ABOVE NEW WOOD SLAT CEILING. r— _ _ D COVE FIXTURE 11. ALIGN ACT GRID IN ROOMS WITH GLASS OFFICE FRONTS WITH OPEN AREA ACT GRIDS, U.O.N. 318 LINE OF ROLL -DOWN SECURITY GRILLE HOOD raven: 'Author Check: Checker Own p al: ®SPECIALTY WOOD CEILING 12. ANGLE ACT BRACING AWAY FROM OPEN CEILING AREAS, TYPICAL. 2 X 4 TROFFER FIXTURE 13. G.0 TO PROVIDE PAINT MOCKUP OF EXPOSED STRUCTURE @ 1 ST FLOOR. ALLOW FOR A MINIMUM OF (2) DIFFERENT PAINT COLORS. COORDINATE WITH DESIGNER FOR REVIEW AND SELECTION. Job No: 21 BECU.0002.000 Scale: 1/8" " = 1'-0 ® 2 X 2 TROFFER FIXTURE SPECIALTY WOOD SLAT CEILING 14. LIGHTING CONTROLS SHALL BE DESIGNED BY DESIGN BUILD ELECTRICAL ENGINEER TO MEET ALL LOCAL CODE REQUIREMENTS IN ADDITION TO GUIDELINES OUTLINED ON PLANS. ANY CONFLICT BETWEEN CODE REQUIREMENTS AND NOTED CONTROL ZONES SHALL BE BROUGHT TO --2 TRACK MOUNTED WALL WASHER THE ATTENTION OF THE PROJECT ARCHITECTS PRIOR TO FINALIZING DESIGNS. O RECESSED DOWNLIGHT TYP. CEILING GRID AND LIGHT FIXTURE o> RECESSED WALL WASHER PENDANT MOUNTED DOWNLIGHT FIXTURE RECESSED PROJECTION SCREEN DECORATIVE PENDANT FIXTURE ®j CEILING MOUNTED ONE-SIDED EXIT SIGN F — — — i UNDER -CABINET LIGHTING®j CEILING MOUNTED TWO-SIDED EXIT SIGN — — — OVER CABINET LIGHTING I ® WALL MOUNTED EXIT SIGN — — — LIGHTING IN FURNITURE SYSTEM - COORDINATE W/MANF. 07A AREA N.I.C. I ITII ITV STRIP FIYTI IRF A B C D E F G H J K L M N 0 P Q R S I I I I I I I I I I I I I I I I I I I I I I I I I I I ► I I I I I I I I I I I ► ► I I I I I I I I I I I I I I ► I I I - �..._ ----- __ _ _ I -- - --- -- I --- ----- - - ----- -,- __ - - --- _ -- -------- I --- -- --- I - --- - - - I - --- - __ __ - ---_-_- -_---- ► -- --__ -- ----- _ ___ - ................................................................... __--___:__-___-----_ - I - -.. I I CENTER �I CONF ACCENT 303 PAINT TBD BREAKOUTI - BR 306 I CPT CPT 2770Gateway Drs L — —I — OPEN OFFIC 353 — — �— — — I— — — �——I — — - — -- _-- WD — — WD CPT I — 4y WA 98168 PAINT TBD PAINT TBD CONF CONF PANTRY 1 - 6 I I / I I I I 364 CPT CPT 305 6 6 307 I QUIET ROOM 308 I I CPT CPT WD 1 n n WD 1 � 9400 C,ISTERED - — — — - - - - - - - - - - - - - - - 1 1 - - CPT CPT — _ --------------- — _ — I- / `•,, �/'" j;- OFFICE 356 CPT CONF 355 CPT BREAKOUT 309 1 STORAGE WELLNESS 310 311 1 � FRE B. MILLER STAT OF ASHINGTON RS CPT AC TI I I I I CPT I I I CPT I 1 6 PAINT CPT 1 I CPT HALLWAY 354 I CPT 2 CPT 2 CPT CPT CPT I I 2 2 2 CPT 2 - I - - I I ( - - - RS-RN COPY 1 2 - -_ / - -- --- �., E G I 302 - -- -- i I -- ----- - 301IDF� .� �� �; is CPT CPT RS z'' 819E P3�0NE 6 �� 1 i I CPT CPT STORAGE H 322 AY 'I BREAKOUT 352 361 4 - - -- I' _ . - , . _. _. _.. ,., STORAGE 312 �-_ RS 1 ELEV! �. , ..od- 6 318 O 0 CPT I :'-- I� - - HALLWAY CONFj7g 349 ;..._._. - ACCE T I HAIUVAY7 r - - I i ELEU - -# - CPT CONF ELEVATOR 6 317 LOBBY - - - - - - - - � � - - --- -" ;: ACCENT--- - - _ i J " __ - - _ _-. _. - -OPEN— OFFICE350I - - ; PAINT TB I.. _I..''I I I - --- -- - -� I i ' _ ( --_ - - ---._ I — N - - - - - - - - (� ;I PAINT - - -- TBD f i I '; a -- - .r 4; OPEN I OFFICE JI CPT ACCENT 341 PAINT TBD_-- �402� ,: 321 323 I I 2 405 405CPT- CPT CPT I 6 6 I 346 I I ELEV #3 II I CPT 6 I COPY CPT CPT 2 1 I I I BREAKOUT PHONE PHONE 342 -_---------_=�" 326 RS - - - I I CPT CPT C2T I I I C2T I I C2T I HALLWAY 331 CZT CPT I 2 I CPT T CPT 1 I BREAKOUT I 334 OFFICE I OFFICE I CPT I 1 I I �� I 333 CPT 332 CPT I ' f l OPEN OFFICE 330M2 ;f I! �,I ABOVE, TYP T i' ------------ - 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Descri tion Date INTERIOR I I I I I I I I I I I I I I I I I I ARCHITECTS I - - I - - - I I - - I I - - I - - I - - I - - I I - - - I - - I I - - - - I - I - - I I - - - - 12 S E A T T 1- E �LOOR - FINISH PLAN N 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 - 1 /8" 1'-0" TEL 206-264-9195 FAX 206-624-1525 SHEET NOTES KEY NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. PROVIDE NEW FLOORING, PAINT, AND WALL BASE THROUGHOUT AREA OF WORK, U.O.N. 3. ELEVATOR CAB FINISHES TO INCLUDE NEW CARPET, SPECIALTY WALL FINISH, METAL HAND RAILS, METAL BASE, AND NEW CEILING WITH NO. 402 403 [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] APPLIED GRAPHICS LOCATION: GC TO CONFIRM LEVEL 5 WALL FINISH PRIOR TO INSTALLATION WALK OFF INSERTS ©zo,s INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. LIGHTING. 4. ALL ELEVATOR DOORS AND FRAMES TO RECEIVE NEW PAINT, U.O.N. 5. ALL OFFICE AND MEETING ROOM GLASS FRONTS ARE TO RECEIVE CUSTOM 3M FILM GRAPHIC PATTERN, FULL HEIGHT AND LENGTH, 6. PROVIDE NEW ACCENT PAINT COLOR TO 20% OF WALLS, TYPICAL THROUGHOUT, U.O.N. 7. PROVIDE NEW FINISHES TO MATCH EXISTING FINISHES IN STAIRWAY 209 MODIFICATIONS. TYP. 404 405 WOOD PANEL WALL NEW ACOUSTICAL WALL PANELING MATERIAL AT PHONE ROOMS, TYP. 8. SEE SHEET A-8.8 FOR TRANSITION DETAILS t rawn: Author Check: Checker 0 Ap val: Job No: 21BECU.0002.000 Scale: 1/8" = 1'-0" REVWED FOR �COMPLIANCE CODEAPPROVEDRECEIVE® 3 L®FINISH CITY OF TUICWILA JUL 2 9 2015 - PLAN : JUN 0 2 2015 Title: City of Tukwila PERMIT CENTER BUILDING DIVISIQN Sheet:A3=4mO may, 00 O O ou O O 0 0 0 0 OPEN E% OFFICE 353 Z-fle'll O O 0 O I O I O OI O I O O 1 O O O I O! Cm O r' I I I I I COPY { EAKO T I 1 361 352 — — — — �� I I 02� O; - - H LWA 1 .......... OPE OFFICE CONF 1 1 350fx j ' NE PHONE 1 1 1 348 347 i; i' I ::- _ -= it I I;l I I I ► I O O O i• I— — — — T n 3RD FLOOR - FURNITURE PLAN �J 1 /8 . = 11-011 STORAGE I 312 CO-) LIJ �d HALLWAY 34 ! O -- Q R S I I I I I I I I I I I I I I - - - - �- 4 !I I I ill III I1 ..___...- --------- OIli I I ALIGN o I HALLWAY 354 FHC �+ I I STORAGE IDF 302 I I I P319 P3200 01 ELEV 318 ------ - 1 ELEVATOR O BYI I _ �� 321 343 [LL[Y/;r 300 O _-- I � I� y_ _ 317 _ - 341- Y ELEV 1 1 342 I ` #3 I I --- COPY 5_1 325 FEC I HALL33WAY I ALIGN I O 1 O O O 10 01 CE) OI O 0 0 334 - - OFF[ E �OFFICE - - - - - O O O O O O OPEN O I O O I O O O O OFFICE 330 - - O O co O O co O O O O r0 0 O o O O 013 O O 0 I I I I I I I I I I I I I I I 3'-9" T. BREAKOUT O ijl I O -- I- - �- - -1 - -, CONF gg�� ��gg 305 D--B d--4 1 I PANTRY , I R 0 4'-0S304" O 3 77 308 } I I I 1 OFFICE CONF BREAKO 356 355 309 O I 100 00 l STORAGE 310 O i�FC ]DW - no WELLNESS 311 IAL WAY 32 lil I, I I b� OPEN OFFICE 323 1 O "Q' — I O 10 I O i/ SHEET NOTES KEY NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. REVtWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila BUILDING DIVISION �O R,q EF FR F� C�c OA/t 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date I N T E R 10 R i �ARCHITECTS S E A T T L- E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21BECU.0002.000 Scale: 1/8" = 1'-0" J Sheet:AV=5m N 0 I-- 2 a 0 r: N TO N A B C T4TH FLOOR - DEMOLITION PLAN 118" = 1'-0" D E F G H J K L M N 0 P i U3 (9) 10 o ---------------- Y \ , N DEMOLITION LEGEND SHEET NOTES KEY NOTES T � II \ 1. REMOVE ELEVATOR CAB FINISHES TO ACCOMODATE NEW WORK. NEW FINISHES AND LIGHTING TBD. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] EXISTING CONSTRUCTION TO BE DEMOLISHED 2. ALL EXISITING MILLWORK TO REMAIN IN AREA OF WORK, TO BE TOUCHED UP AND REPAIRED AS REQUIRED. D01 REMOVE EXISTING STAIR. SEE STRUCTURAL. PROVIDE NEW FIRE SAFING AT NEW INFILL (MATCH EXISTING RATING, 2HR) D02 REMOVE EXISTING TERRAZZO FLOOR FINISH TO EXTENT SHOWN ON PLAN. DO NOT DISTURB EXISTING CONCRETE SLAB 3. GYPSUM BOARD SUBSTRATE BELOW. EXISTING CONSTRUCTION TO REMAIN 4. EXISITING CEILING TO BE REMOVED THROUGHOUT AREA OF WORK, U.O.N. D04 EXISTING FURRING TO BE REMOVED.D07 REMOVE EXISTING OPERABLE PARTITION. SEE STRUCTURAL 5. REMOVE FLOOR AND WALL FINISHES IN AREA OF WORK, U.O.N. D08 REMOVE FIRE RATED WALL. SEE PARTITION PLAN AND STRUCTURAL. EXISTING 1 HR FIRE RESISTANT RATED PARTITION TO REMAIN D09 EXISITING MILLWORK TO REMAIN. TOUCH UP AS NEEDED. 6. EXISITING FURRED OUT WALLS AND WALL COVERING TO BE REMOVED AT CORE, TYPICAL. PROVIDE NEW FURRING PER PARTITION PLAN. D11 EXISTING FIRE HOSE CONNECTION CABINET TO REMAIN. -- EXISTING 2HR FIRE RESISTANT RATED PARTITION D12 RELOCATE EXISTING FIRE HOSE CONNECTION CABINETS AS INDICATED ON PARTITION PLANS, GC TO COORDINATE LOCATIONS WITH FIRE PROTECTION SUB -CONTRACTOR. - - - - - _ _ _ _ _ D13 REMOVE EXISTING TERRAZZO TILE IN ENTRY / ATM VESTIBULE. EXISTING MILLWORK TO BE DEMOLISHED D14 RAILING TO BE REMOVED. AREA N.I.C. REVfEWED FOR CODE COMPLIANCE RECEIVED APPROVED CITY OF TUKWILA FHC EXISTING FIRE HOSE CONNECTION CABINET JUL 2 9 2015 JUN 0 2 2015 City of Tukwila PERMIT CENTER BUILDING DIVISION =� 1 6k 9400 EGISTERED iT CT F Y B. MILLER I S A E O WASHINGTON Title:01EMOLITION PLAN CD A B C D E F G H J K L M N 0 P Q R S I I I I I I I I I I I I ► I I I I I I I I I I I I I I I I I ► I I I I I I I I I I ► I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - --- --- - - _-- - - -- - -- - -- -- _ --- _ - _ -- _ _ _ _� — 1 -_, r� _ r- I-----T I I1—.——I T - I I— �_T —I I -I—r —,- ----, —— — — --------------------- — — — — ------------------------- T --U3 — —— "' I I I I I I I I I I I I I I I I I I I I di ---' r T-I---I---rIL----,---I--- --r--T----1---I---I---r-- 7-- - a ------I---1L-- -- - - - - - - - - ----------- -----1 1 1 1 1 1 1 1 1 I I - -1- 1 - I`- I - -- I-- I L----1---1--- T----F---1---1 �--T--�-- - �- +-I--+---1---I---+-111------I I- �-- I I I I 1 JL - -' - - I - - - - -I- - -I- - - I I' - - - - I - - -I- •,,;, ,,; I I I I I I I I I I I -I- - - - - - - - - - - - - - - - - - 1 - - 1 - - - - -I- - -I- - - LI1-- - - - J - - -1- - - L- -� I I I 1 11 1 I -.., I --J- I ---J I -- I I I -I--- I- - -J--- -- ---I---I--- I - r--L I I I I I 1 I I I I I I r------ --- ---1- -- T rt 1 1 1- T - - 4 _ 1-__1_- I I I 1___I___I�-�--1' I I I I 1--f - - - - - - I- - - I- - - -I- - - - - - -I - - - I- - - L - - -1- - - -1 - - -1 - - - I- � 1- 4- - - -4 - - -1 - - - - - - I- - - -J- - -4 I I - T - - -4 - - -I - - -1- 1- T -t r T- %;/I __ I __ I___L__ --------------I---I J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ji,' I I I I I I I I I I 1 T I I I I I I I I I I 1 I I I I I _ _ _ _ _ _ _ I - - - - ° - - - - - L---1---I---I- -t--�---I---I--J-----�-- I---I---�--1 ----I- --- i--T---I---1--- �L T-----1------I I I I -- -- - -I----1---1---L�- -- -----I�--L-- I --------I---1 -- I-��---1---1---I �- 1 -- 1---I---I� II-t -i---I---I---L-- 1 -- I--I-I---I--- -- } _l + I -1 1 rt I I I I I r T -I I I fi T -I I r T � I I I I I I I I I I I I I I I I I I I F- - -I - - - I- - - - - L - - - - -I - - - - - -1 - - - - - -- ;,',�• I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I __1___1-__� �I I I I I I I I I � �- ' I- - - - - -} - - -I - - - I- - - I- - - - - -4 - - -I - - - - - - I- - - + - - -1 - - 1 - - -1 - - - - - - {- - - + - - - - -I T - - � - - -I - - -1- - - I I I I I - - - - - - - - - - - - - - - - - - - - - - P ------!--I-1---1--------I------------I------------I------------I---------- r -I- r I I �-I-,r T T T T---1---I---r - -I - -� -I- L I I- --I ° - ° I I I I I__ 1 fl I I - - - - - - --I - - -1- -1- - - L - - L - - - -1- - -1- - - L - - - - - - -I- - -I- - L - - -L - - - - -1- -1- - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - I I 1 , ---------1--- I I I I I I -- I I 1 -- - - -- t--1---{---I---I---+ -- --------1----1---r---I---I---I---4- I - -- 1------L-11 -----I---III--� -- I --------I---L-- --------I---� -- -----I---I---� --1-----I---I---� --1-----1---I�-��-��- -T1<-T---1--- --I---I -- -----I---I---I - �I- -----I---I-�, -- - - - - - - - - - -II-- T----- -I- - -- 1----------------T---T- 71---I F - 7- 7--�---- 7--T---�--7---I---I--- -II I r__+._ I I �I I I I III 1 I I I I I I I I I I I I I I I I I I I I I I = �_ L- r Tr � 11 I � I I I 1 1 1 1 I I III I I I I I I I I I I I I I I I I _ __ II II -- r- 11 1 =----1 - - - - - I I I I - - - - - I - - - - I - - -1 - - -I- - - - - -1 - °-1- - - L 1 - L - - 1 - -1 -1- -I- - - - - I - - 1- - - a- - - a - - -1 - - -1 1- - - L ---- I---�-- I--- LI--�-------1---------------------�---� -- I------1---i---� - - -I - - -I- ---I----�---I-- I---f--- I I I--- I r--T--�---I---I--- Ij--�-r--�---�--- I, T--rt- i-I--- --I --1 IL I------ i---�---I-- 1---r-- I I I I I I I I I �1 I I 1 1� I I I I I 1 I I I I I :,I----I------�- I� �- 1 I I I I I 1 I I I I I ° --I- I I-il fi rt li ----- �- ----------- r 1 11 I _ _ I _ _ I I I- - - I- - - 1- - - - - - - - - -I- - - I- - - - - - - - I- - - I- - L - - I- - - - I- - - - 1 - - - - - 1 - - - 1- - - L - - 1 J - - -1 - - - I- - - - - I - - -1 - - 1- - - L - - - - - - - - - -1 I- - I T -- �---I-- -I-I +--�- I --r--t - I------ -----I---I-- I ---I---- - - -- �--Ir--I I I I� � � I I I Ir I I I I I I I I I I -L-- -- ---I--ICI I III I I--1- L11-- 1 -- 1 1 1 -- I -- I--I-I---I I ^I (- I I I I-- I I I I I II1--4-L---- 1J - L--I-11 ---- �1 ----- I I_ 1 I I--------I-===1=---== IL--- - - -- -- - I- I ---E I-- I {--t---I---1---I---�- +-- i---I---- = I� - � - - J-Ir - -r - I - I- - � -i- - - � - - -I - - - - - - r- - - T - - � - 1 I I I 1 1 I I I I I- -I—-- I I -I I �f 6 _ 1 I I I I T- I ; ,1 1 I I I I I I I I I - - - -1- I -I- I 1 I---1- -I---L I -L--1 --1 II- J---4-- 1---1---4-41 - --I---1 -------1---1---L--J-----I- L --1----L- -I III I I i _ _ I--- JL J Ll J I- I I--- r -- '/ I ( I 1---I-------- -� t - - + - I- I- - - i - - - y - - -1- - - 1- - - 1- - - 1 - - -I- / _ _ 1 - -I - - - i - - I 1 T r r - - - I - - - - 1 - I - - - - I - ( -I - - - I- - - T - - 1 IT - T - - 1 T 1 1-- I --� - 1- -I- �- a -I-----�--� -I ° - I I I I III - - - - - - I- - - T - - + - - - - -I - - - I- - - 1 - + - - -I - - -1 - - - - 1 -==- I - - I I - I- - - I - - I - -I - - I- - - I - - I - - I - - -1- - - I- - - I -I- r--- -- ------I--- -- -- -- --- -- -- -- - // ` ` -1- -I-- L-1---L--L-- i L -I (--I---L--1---J---I---I---L-I-� -----1---1-I� = = + - - - -1- - -I- - - - - 1 - - - -I- - -I- - �_ _ t-: / - -I - -I- - - 1- - - 1 - - rt - 1 �• __ ,_.r - I r rt -I - r- T T 1� - T- -- I I I I I I - I - - -1 - - - I- - - - 1 - --------------------------------- I - ---1- -L--� - -1 I I- 1 I ; ___: �� �, 1 T T - --- - =--- I, I-----+--I-I---I---I----I-+---I---I---1� -- r -I I' ___ , I I I I I I I -1---I---T--T---I---1---1---r--T---1 -- ------- - - - - -- -- j I-----------------�--- -- ---------I -- - i---i-- i I I L 1 _ _ _ I_ - - - - - - - - - - - - - - - - -1 I I - - - - - - - - - - - - J - - -1- - - - - - I \ I I L L 1 J I L L 1 �- I I I I I - - J1 - I - 1 -- I-- 1' -I- - - f - - + - - - - -1- - -1- - - 1 - - t - - � - - -I- I �' i \j I - -1 - -1- - - r - - fi - - r -1 I ; -I- - - I - - -) - r - - � - - -I- - -I- - T - - T 1I -I- - � � - _ I I I I - - I -- -� -- ---- - I --.: I J I - I L-1---I--- L -- I L--1�. L-1---I--- --I---I---1---� -- -----I-----L-----J-- I I -I- - -I- -- � -- -I- -- -I- - -I I - 1 I I I I ° I I I ° IIx r I I l - - - - -1 - - - 1- - - J- - - - - - - -1 - I- � - i- -I - I- - - � - - - - -I- - -1 - - I- - - I- - - 4 7 - - -I - - _ I 1 -- --: -- ! --L--1---1---L----L --1�' - -- - ,'- =-� 7--T-----I-=-,--T---T------�------ - I I I I 1-�T ��-I�� I_ -j I� 1 --I -------_--- ----- I_-- --- ICI r � -____I_-_I __ _ �___I___I---L__1--J-_-I_-- _ I _�_I-L-I-1-I--J L -L I- J_L-I-1-I-J-L -L 1- �-1--1-4 1-J-J_ I -L 1- L-I_1_I-�_L-I_-L_1_�_J I 1_I_J_L_I_1_ _�_I- ICI -I - --I - I -- r r- r r- T r- r r-+-1--- T---�i---------- ;�I I i I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I° I I I I I I I° I I I I° I I I I I I I I I I° I I I I I I I I I I I I 1 I '',!--I---I---t---+-- 1---I---I---�-- I---1---I------{ -- }-J1- 7-1-1-r-1-T-1-7 T- 1-7-1- 1 T--1-7-1 1-r-1-T-I-I-r I-T-1--1 -r T-I 7-T-I-T-1--1-T 1-T-1--J-r-1-T-1 -I-T- T-1-- 7 1-T 1--1r--I-T-I-T -� -- � -- � ---I--I---I--- � rri 1 I I I 1 I I 1 1 I II I 1 I-J_L-1_1-I- _L-I_1_I_J_L_1 1-I-J_L-I-1_I_ _L_I-1-I_J_L_I I I_I 1 1_I- _L_1_1_I_J_L_1 1_1_J_L-1-1_1- _L-1_1_I_J_L _L-1_1 I 1 11 1 I I I 1 I I - -I- - - - - - - - - - - -I- - - - - - - - - - - - -1- - - - - - - - - -�� 1 I I ram- - - T - - - - J - - -I- - - - - T - - T - - - - -I- - - - - - r - - T - - - - - I I I IT = - - - - - - - - - - - - - - - - - - - - - - - - - - - -I� - - - - -�-I - - -1 -I- - - - - I - - -t - - - - - - - - I 1 I I I I I II-�---G---I---I---�---1----1----I---I---�------�---1---I-- �H--I--I--INN--------- -- ----- - - - - -- -- ----- -u ---- --- 1-1---I-��-L-- �--�---I---I---t---fi; LcJ I I I I I I I I I_J-LI I II 111 - I I I I _ I_ __ I --------- -- I --I--�---� - I T - - T - - -I - - -I I - - I- - - T - - T - 7 - - -1 - - - I r - - T --7 - - -I - - - I- T- - - T I - - -I - - -I - --- L--1--J---1---1---L--�---J---1------ � -- � -- �------1---L-- �-- �---1---1---L--1-- �---1------ � -- � -- �---1---I---L-- ----------- -- ----------- -- -1I----------L-------- --------- ----I- 1' 1 I I I I I I I I I I I I I I 1 I I I 1 I I I I I I I I I I I I II I 1 I 1 1 1 F------I- -I--- r--�---1--I---I---1 --------I---I-- -- }---1---I -r -- fi--�---I--1---r- _fi---_-I---I _ -�- 4- F--_I---- - -- --- --- -- --- _ --�1- - -- ---I -I- - _ ----E L L I -.. __. I- I I I I I I I I I I I I I - 1 -I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- ) - - 1 - - - - - -1 T__�__-I- III I I 1 -fi___I I I � � I I 1�-I I I I�--I I I I I I � � I I�_____ II I �_ I --�---4---I---1-11--a---�---1---1---1---a--- I--J---I---1---�-- 1---I---1------a--- 1---I------I---T --�--J---I---I--- -- ----------- -- -- ------ -- �1- --------I---L-- -----i---i--- J I I --I 1 II - I I --I ----_I I I I I 1 I I I I I I I I I I I I --7---1- 1---(-II T---T I- F- T---r---1---I---r -- -- -- -I - - - I ---r -- r-----I- - - - ----T ---T-- 7---I---I--- ----- - - - - -- -- -- - - - - -- -- 71-------- - -I--- i -- i---I- --I---r--- - - -I - - - 1- - - L1 L - I - - J - - -1 - - - - - J - - -I - - - I- - - L - - T - - J - - -1 - - - I- - - L - I l L - - - - - - - - - - - - - - - - - - - - - - - - \� - I I I III I I I 1 I I I I I I 1 I I I I I I I I I I I I I I T-- 1 I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - t -- I -----Itl--1---�-- fi----I---I---�-- I---{---I---I-- �---}----1---I--I---i---t--J I---i---4--1---I---- -- -- -- -- -- -- ! _ I _ _ _I _ _ _ _ I_I I_ _I _ _ _ _ I_ I _ _i _ _ I _ _ I_ I I _I _ _ I _ _ I_ I _I _ _ _ I_ I I I I 11'' I I I III I I I I I I 1 I I 1 I I I I I I I I I I I I I 1� I � T :............ - k- - - T - - -I - - -1 1 - - I- - - 4- - - -I- - - - - -1 - - - 1- - - � - 1 - - � - - -1 - - - I- - 1- - - -I- - - -1 - - -1 - - 1- - - J- - - � - - - - -1 - - - 1- - - 1- - 1 - - L - - -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ,� - - - - - -I - - - I- - i - - i - - - - w i. - - - �— i T-----I--I- =--T- =1 =1--=-I---� --T-- -- ---I---- T--7---I--I— -----T-- -� - I-- I1 \\ I I ---I I jo - l-- ---- - - - ---, ---- - - y - -- - - I - - - - - - - - - - - - - - - - -----1---1----I--- ----1---1---1--- -- - ---1------1--- - -- ----1---I---1--- -- -- ------ -- -- ---- I - -- -- ----- 1 I I I I I I I I I I I I I 1 T 6 PERMIT ISSUE 06/02/2015 ----I---1---r---F------I---I---t--�---------1--- I---F------I---r-- -- --------- -- -- - - -- I- -- L---1---- , _ 1 I r I I I I I I I I 4 ISSUED FOR PRICING 3 05/15/2015 !— - - - - - 1 - 1- - - - - - - - - - - - -I - - - I- - - - - - - - - - - -1 - - - 1- - - - - - 1 I - - -1 - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - �� - - - - - -I - - - REVIEW ISSUE 015 3 ISSUED FOR PRICING 2 02/18/2015 II _ _ _ �� 1 I: 2 PROGRESS/REVI 01/16/2 I-I---1---T --�--1---I---1--- --�-----I-- I I---1 ---- - I ---- -- I - ---- - -- -- - --- -- I ----..ice �� I i-<; 1 ISSUED FOR PRICING 01/12/2015 I I I 1 I I I I I I I I I I I I I I -----1---- -- -- --------- I- - - T- - - T - - J - - -I - - - - - - T- - - T - - � - - -1 - - - I- - - T- - - - - - - - - - - - - - - - - - I I 1 �...>;,s%' - -1 - - -1- - - L - - - - - -I - - - 1- - - L - - - - - - -1 - - - - - - L - - - - - - -1 - - - I- - - L - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - �t - - . - Delta Issue No. Description Date _- - INTERIOR ARCHITECTS I I I I I I I I I I I I I I I I I I 12 S E A T T L E 4TH FLOOR - DEMOLITION REFLECTED 1001 4TH AVENUE, SUITE 440 CEILING PLAN N SEATTLE, WASHINGTON 98154 1 1/8" = 1'-0" TPI OnR_ORa_01 OF Pox OnR_ROa_1 F9r DEMO RCP LEGEND - - - TYP. CEILING GRID AND LIGHT FIXTURE TO BE REMOVED RECESSED PROJECTION SCREEN TO BE REMOVED AREA N.I.C. SHEET NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. SEE DESIGN BUILD ENGINEER'S DRAWINGS UNDER SEPARATE PERMIT FOR EXISTING BUILDING SERVICE COORDINATION PRIOR TO BEGINNING ANY WORK. 3. ALL CEILINGS TO BE REMOVED, TYP., U.O.N. REMOVE ALL WIRING AND SUPPORTS, CLEAN & PREPARE FOR NEW WORK. BRACING TO REMAIN AT EXISTING CEILING HEIGHT PARTITIONS SCHEDULED TO REMAIN. 4. SALVAGE 2X2 CEILING TILE AND GRID FOR REUSE IN RETAIL AREA. REVftWEED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila BUILDING DIVISION .. RECEIVED CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER 9400 STERED R CT E Y B. MiLLER STAT O WASHINGTON a n 0 1A cli N A 6 C D E F G H J K L M N 0 P Q R S I I I I I I I I ► I ► I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I A-8.4 SIM. 2'-6" BREAKOUT EXISTING ROOF 463 EQUAL EQUAL I I I I I I I BREAKOUT 406 \ 7 107F 406 ; OPEN i TYP. OFFICE454PHO HONE o L---=-= -- =- - -- -- r 0 = 461 462 -' I — L — _ - - - -I — — —-- --- ]— — — — — —�--- —�-- --�!� — I— — — —I — —�— —�— — — — — — — — — — — 4 CO3 co3 8 A-7.5 PANTRY co3 II 407 I SIM. C NF CONF A-7.5 �'/ 460 I I I I I I I (107 co3 ao3 SEAT 414 415 12 ±51'-8" (137) (137) 5'-0" 12'-3" 2'-6" q T-8" ALIGN (128) 128) (128 128� CONF FEC a A-7.5 SIM. ¢ �- SIM. ' 460 - _ co cm FOB HOTEL HOTEL CONF OFFICE - (137� 0 1 5 9'-6" 9'-6" 10'-6" c03 --- —; j 456 457 458 459 VIR j•',' J03 J03 J03 J03 STORAGE (137� _ CONF (137)NFC �r • 128) co3 Fos I 410 411 E_F412D I 413 co3 I I ! I V. L01 L01 I L01 I L01 r L01 '— CO3 - CO3 J03 r N J03 CO3 10=0" 10-0 EQUAL EQUAL �, o M F01 Lot —" F01 HALLWAY (08ALIGN ALIGNS 07444 4'-0" 5'-0" N � 123 ALIGN A I I I — ,, - 41 PHON ffLI20:: rF06 - - -= $ v 453 -- -- — - ! 405 402 IDF _ - 419 STORAGE. I ( �, Bos ! M BREAKOUT r 401 , 452405 I �1 I I STORAGE 16 I ELEV z ' 418 Ij 402 I #1 ¢ 0i w i .` Fos I \ — € 4 1 ELEVATOR , 11 i,TRNINGLOBBY c03 OPEN CONF400 , 1-07) I OFFICE (138 417 _ - — - CONF 1 _ 450 - — — — — — C" —F42— — — — 1 _. _ — _ --- --- - - - - - --1- - - -- t �(121 449 7� I 0 (13 I I I HALLWAY c03 o I - I 14 _. _4 449 EQ. co3 EQ - j _ o ( (123� A-8.4 0 FI E I -- HALLWAY TM r -- - 464 — 2 423 - I r� IEV — - -- - BREAKOUT t 441 ' I - ' (1 3 ;I 442 -{ F06 T Fos COPY 424 i E� I m I PHONE Fos - I Fos I �ij I 426 16 425 LU `� 4 �I °° eos448 T PHONE 5 A-7.5 00 — — — — --- — — — — — — — Q I FEC 1 —�7 u ALIGN 123 _ I Lot I (123 I 11'-0" (107 HALLWAY Lot FHC ALIGN 5'-0" 4'-0" I I I T F01 ALIGN Fo1 ALIGN TYP 431 EQUAL EQUAL 8'-9" 8'-0" 8'-9" EQUAL EQUAL 10'-0" EQUAL EQUAL ; r I I I I I I I I I Lot BREAKOUT co L01 L01 QAT L01 L01 L01 L01 L01 CONF LAB OFFICE OFFICE CONE. OFFICE OFFICE Lot 432 OFFICE (137) 1 440 438 1 437 1 6 F 435 434 433 — — — — — 445 1 F— r - -�(132� (132� I (132) (132� I (132� (132� I I I j 128128) (128 (128 (128 128 (128 ,- jl ±31=0 -72 0 ( il, r — —� — — I— — — T — — �TL - - r__ �I - --- -- J — — —� — — ---� — — — — — T_ — —I — �— — —� — � 10 _ _ �' 9400 REGISTERED TECT FR B. MILLER S TE O WASHINGTON OPEN 6 PERMIT ISSUE 06/02/2015 OFFICE 4 ISSUED FOR PRICING 3 05/15/2015 430 430 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 T 1 ISSUED FOR PRICING 01/12/2015 EXISTING ROOF Delta Issue No. Description Date _ _ - - - -- - ------ ---- ----_-------------- - - - --------------- -------------------------- INTERIOR I I I I I I I I I I I I I I I I ► I ARCHITECTS I I I I I I I I I I I I I I I I I I _F T _F T 7 12 S E A T T L E 1 4TH FLOOR - PARTITION PLAN 1 /8" = 1'-0" PARTITION LEGEND SHEET NOTES 61 PARTITION TYPE (SEE A-8 SHEET SERIES) 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. GLAZING TYPE 2. PARTITIONS DIMENSIONED TO FINISH FACE U.O.N. 1 3. USE TYPE "X" GWB ON FIRE RATED PARTITIONS. o NEW CONSTRUCTION 4. USE CEMENTITIOUS BACKER BOARD ('DUROCK') OR EQUAL AT PARTITIONS SCHEDULED TO RECEIVE CERAMIC TILE (U.O.N.). SEE FINISH PLAN FOR LOCATION OF TILE. FLOOR TO CEILING WINDOW 5. SEE A-8.0 SERIES SHEETS FOR TYPICAL PARTITION DETAILS AND EXTENT OF FRAMING. 6. WHERE FURRED PARTITIONS EXCEED MAXIMUM HEIGHT, BRACE TO ADJACENT STRUCTURE. SEE A-8 DETAIL SHEET SERIES. PARTIAL HEIGHT WINDOW (WITH SILL) 7. FIRE SAFE PENETRATIONS AT FIRE RESISTANT RATED PARTITIONS PER APPLICABLE UL ASSEMBLY. SEE A-8.10 SERIES FOR DETAILS. DOOR TAG (DOOR NUMBER & TYPE) 8. FIRE PROTECTION SUB -CONTRACTOR TO VERIFY QUANTITIES AND LOCATIONS OF ALL FIRE HOSE CABINETS. II 9. MAINTAIN INTEGRITY OF EXISTING FIRE RESISTANT RATED ASSEMBLIES FOR ALL PENETRATIONS. 10. PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDING, BUT NOT LIMITED TO: GRAB BARS, SHELVING, OVERHEAD CABINETS, SIGNAGE, !' - EXISTING CONSTRUCTION TO REMAIN TOILET ROOM ACCESSORIES, WALLMOUNT. EQUIPMENT, U.O.N. 11. REFER TO DESIGN BUILD POWER DATA DRAWINGS UNDER SEPARATE PERMITS FOR DEVICE LOCATIONS. 12. PROVIDE "LEVEL 5" FINISH AT ALL PARTITIONS TO RECEIVE WALL COVERING. REFER TO FINISH PLANS FOR LOCATIONS AND ADDITIONAL NEW 1 HR FIRE RESISTANT RATED PARTITION INFORMATION. NEW 2HR FIRE RESISTANT RATED PARTITION 13. ALL PUBLIC -FACING, PAINTED GWB WALLS AND SOFFITS ON 1 ST AND 2ND FLOORS TO RECEIVE "LEVEL 5" FINISH, U.O.N. 14. ASSUME NEW ZONED SOUND MASKING SYSTEM AT ALL FLOORS. 15. ALL PARTITIONS TO BE TYPE "1303" U.O.N. '-'--'-------- ---- - ' `-- - -' - - ---T' EXISTING 1HR FIRE RESISTANT RATED PARTITION 16. PROVIDE ACOUSTIC FIBERGLASS BATT INSULATION AT ALL PARTITIONS THROUGHOUT THAT ENCLOSE ROOMS. — EXISTING 2HR FIRE RESISTANT RATED PARTITION G.G. TO COORDINATE INSTALLATION AND PROVIDE ALL INFRASTRUCTURE FOR NEW ROOM SCHEDULING PANELS LOCATED OUTSIDE CONFERENCE ROOMS, TYP. SEE AUDIOVISUAL SYSTEMS NARRATIVE FOR DESIGN/SCOPE. - NEW MILLWORK WITH OVERHEAD CABINETS AREA N.I.C. FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET C EXISTING FIRE HOSE CONNECTION CABINET 100 KEY NOTE FP FIRE PROTECTION RISER CABINET C NEW/RE-LOCATED FIRE HOSE CONNECTION CABINET NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] 101 WOOD VENEER WALL PANELS W/ APPLIED GRAPHICS BY OTHERS 102 INFILL OPENING WHERE DOOR WAS REMOVED WITH PARTITION TYPE B03. 103 INFILL OPENING WHERE WINDOW WAS REMOVED. MATCH EXISTING PARTITION TYPE. 104 MATCH EXISTING WALL ASSEMBLY. VERIFY EXISTING STUD SIZE. 105 CHECK WRITING CABINET:10'-0" X 2'-6" X 2'-10" HIGH,1 '/z" THICK SOLID SURFACE COUNTERTOP AND SIDE PANELS, (1) 24" WIDE WOOD VENEER BASE CABINET WITH DOOR AND ADJUSTABLE SHELF, 6" SLOTTED GROMMET IN TOP FOR CHECK DROP, VERTICAL WOOD VENEER SUPPORT AT CENTER FOR LENGTH OF OPEN KNEE SPACE. 107 TYPICAL OFFICE AND CONF. ROOM FRONTS (BASIS OF DESIGN -1ST FLR. DIRTT (DEMOUNTABLE PARTITION SYSTEM), SPEC TO FOLLOW/ FLOORS 2-6: RACO SYSTEM SEE DETAIL SHEETS FOR MORE INFORMATION. 108 COORDINATE RELOCATED HC CABINET WITH NEW WALLS & FINISHES. 109 PROVIDE PLASTIC LAMINATE LOCKERS (BY LEGACY LOCKERS) 7'-0". 115 EXISTING MILLWORK. REPAIR AND TOUCH UP AS REQUIRED. 1001 4TH AVENUE, SUITE 440 N SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 135 5-SIDED, CLASS 1 MODULAR VAULT SYSTEM. 5" THICK PANELS. CLEAR INSIDE DIMENSIONS: 9'-2" X 12-10" X 8'-6" HIGH. NOTE: NO GYPBOARD REQUIRED ON INTERIOR OF TYPE B05 PARTITION SURROUNDING VAULT. CLEAR DIMENSIONS SHOWN ON PLAN ARE TO FACE OF STUD. 136 G.C. TO PROVIDE ALL INFRASTRUCTURE TOO ALLOW FOR FUTURE AV CONFERENCING THIS ROOM. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND ELECTRICAL PLANS, PROVIDED BY OTHERS, FOR DESIGN/SCOPE. 137 TO PROVIDE ALL INFRASTRUCTURE FOR AV CONFERENCING THIS ROOM. ALL AV EQUIPMENT TO BE PURCHASED AND INSTALLED BY AV VENDOR. G.G. TO COORDINATE INSTALLATION. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND ELECTRICAL PLANS, PROVIDED BY OTHERS, FOR DESIGN/SCOPE.EEWED 138 G.C. TO PROVIDE ALL INFRASTRUCTURE FOR AV &PROJECTION CAPABILITIES THIS ROOM. ALL AV EQUIPMENT TO BE PURCHASED AND _ FOR CODE COMPLIANCE LOB INSTALLED BY AV VENDOR. G.C. TO COORDINATE INSTALLATION. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND ELECTRICAL PLANS, PROVIDED BY OTHERS, FOR DESIGN/SCOPE. FINAL LOCATION OF PROJECTION SCREEN(S) TBD. APPROVED RECEIVED CITY_ OF TUKWILA PARTITION PLAN JUL 2 9 2015 JUN 0 2 2015 Title: City of Tukwila PERMIT CENTER A Aft Sheet: BUILDING DIVISION B C D E F G H J K L M N 0 P Q R S 1 I I I I I TYP. I I I I I TYP. I I I I I I I fi 1 4TH FLOOR - REFLECTED CEILING PLAN 1 /8" = 1'-0" ILIL N O o N N FIXTURE SCHEDULE aann �.J CT System A.F.F. 10 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date 11 INTERIOR ARCHITECTS S E A N 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 RCP LEGEND SHEET NOTES KEY NOTES o RECESSED LINEAR 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] TYPICAL 2 X 2 SUSPENDED CEILING GRID 2. TYPICAL CEILING HEIGHT IS 8-4', U.O.N. 304 1 ST FLOOR ELEVATOR LOBBY: SPECIALTY WOOD CEILING WITH OPENINGS FOR SUSPENDED LIGHTING. ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND o RECESSED LINEAR WALL WASHER 3. PAINT ALL VISIBLE AREAS OPEN TO STRUCTURE AS ALLOWED BY CODE, U.O.N. GC TO COORDINATE ALL PRINTABLE AREAS WITH ALL TRADES. 305 1 ST FLOOR SPECIALTY SUSPENDED LINEAR FIXTURES, PENDANT MOUNTED AT VARIED HEIGHTS - SEE LIGHTING SCHEDULE WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE 4. REFERENCE LIGHTING SCHEDULE FOR MORE INFORMATION ON LIGHT FIXTURES SHOWN IN DRAWINGS. ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT o GWB RECESSED LINEAR LED 312 RECESSED PROJECTION SCREEN THE WRITTEN CONSENT OF THE ARCHITECT. j OPEN TO EXISTING STRUCTURE 5. PROVIDE ACCESS PANELS ONLY WHERE REQUIRED 313 RECONFIGURE LIGHTING IN STAIRWAY 209 TO ACCOMMODATE NEW CONFIGURATION DECORATIVE LINEAR PENDANT 6. PROVIDE FLUSH DRYWALL TYPE ACCESS PANELS WITH CONCEALED FRAME AT ALL NON -RATED LOCATIONS, U.O.N. PROVIDE ALL PROPOSED 314 DASHED LINE REPRESENTS SUPPLEMENTAL LIGHTING AT FURNITURE SYSTEM DESIGN LOCATIONS FOR ARCHITECT REVIEW AND APPROVAL. o PENDANT MOUNTED LINEAR 7. ALL 2 X 2 GRID SHOWN TO BE ACT-1, U.O.N. 315 SEE PARTITION PLAN AND LUMINAIRE SCHEDULE FOR MORE INFO REGARDING CONTINUOUS LED'Z' TYPE FIXTURE AT CASEWORK �� '; -_`-••_=-;-;'_- :_•>GYPBOARD (SUSPENDED OR FRAMED) 8. CENTER OPEN AREA ACT ALONG GRID LINE K AND GRID LINE 7, U.O.N. BELOW, THIS LOCATION. o PENDANT MOUNTED LINEAR WALL WASHER 9. ALL RECESSED DOWNLIGHTS AND DEVICES TO BE CENTERED ON ACT TILES, U.O.N. 316 CONTINUOUS TYPE'V' FIXTURE TO OCCUR AT BACK OF BUILT-IN BANQUETTE SEAT BELOW. 1*71 10. CENTER ACT GRID BOTH DIRECTIONS IN CLOSED ROOMS WITHOUT GLASS OFFICE FRONTS, U.O.N. 317 DASHED LINE REPRESENTS EXISTING SKYLIGHT TO REMAIN ABOVE NEW WOOD SLAT CEILING. I = _ 71 COVE FIXTURE 11. ALIGN ACT GRID IN ROOMS WITH GLASS OFFICE FRONTS WITH OPEN AREA ACT GRIDS, U.O.N. 318 LINE OF ROLL -DOWN SECURITY GRILLE HOOD ® 2 X 4 TROFFER FIXTURE SPECIALTY WOOD CEILING 12. ANGLE ACT BRACING AWAY FROM OPEN CEILING AREAS, TYPICAL. 13. G.0 TO PROVIDE PAINT MOCKUP OF EXPOSED STRUCTURE @ 1 ST FLOOR. ALLOW FOR A MINIMUM OF (2) DIFFERENT PAINT COLORS. COORDINATE WITH DESIGNER FOR REVIEW AND SELECTION. ® 2 X 2 TROFFER FIXTURE SPECIALTY WOOD SLAT CEILING 14. LIGHTING CONTROLS SHALL BE DESIGNED BY DESIGN BUILD ELECTRICAL ENGINEER TO MEET ALL LOCAL CODE REQUIREMENTS IN ADDITION TO GUIDELINES OUTLINED ON PLANS. ANY CONFLICT BETWEEN CODE REQUIREMENTS AND NOTED CONTROL ZONES SHALL BE BROUGHT TO —^e—^e— TRACK MOUNTED WALL WASHER THE ATTENTION OF THE PROJECT ARCHITECTS PRIOR TO FINALIZING DESIGNS. O RECESSED DOWNLIGHT TYP. CEILING GRID AND LIGHT FIXTURE o> RECESSED WALL WASHER PENDANT MOUNTED DOWNLIGHT FIXTURE RECESSED PROJECTION SCREEN DECORATIVE PENDANT FIXTURE CEILING MOUNTED ONE-SIDED EXIT SIGN F — — — i UNDER -CABINET LIGHTING 1441 CEILING MOUNTED TWO-SIDED EXIT SIGN — — — OVER CABINET LIGHTING k(�l WALL MOUNTED EXIT SIGN — — — LIGHTING IN FURNITURE SYSTEM - COORDINATE W/MANF. AREA N.I.C. F---� UTILITY STRIP FIXTURE RECEIVED CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTEP IL IL a 0 . o LO N j� OPEN OFFICE 430 — - - - _ _ - - �4 i _ - - �- - - 1- - - 1- - I - - - -, - - - - -�- - - r- - _ _ ! i. r ! r -- -- - - - --- - - - ------ - -- --- -- -.... - - - - -- - --` J-,-- . �. 4TH FLOOR - FINISH PLAN 1 1 /8" =1'-0" - ---(: 9 ) M ABOVE, TYP �- 10 I SHEET NOTES KEY NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. PROVIDE NEW FLOORING, PAINT, AND WALL BASE THROUGHOUT AREA OF WORK, U.O.N. 3. ELEVATOR CAB FINISHES TO INCLUDE NEW CARPET, SPECIALTY WALL FINISH, METAL HAND RAILS, METAL BASE, AND NEW CEILING WITH LIGHTING. 4. ALL ELEVATOR DOORS AND FRAMES TO RECEIVE NEW PAINT, U.O.N. 5. ALL OFFICE AND MEETING ROOM GLASS FRONTS ARE TO RECEIVE CUSTOM 3M FILM GRAPHIC PATTERN, FULL HEIGHT AND LENGTH, TYP. 6. PROVIDE NEW ACCENT PAINT COLOR TO 20% OF WALLS, TYPICAL THROUGHOUT, U.O.N. 7. PROVIDE NEW FINISHES TO MATCH EXISTING FINISHES IN STAIRWAY 209 MODIFICATIONS. 8. SEE SHEET A-8.8 FOR TRANSITION DETAILS RE WED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukvijla BUILDING DIVISION, RECEIVED CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER oann 4TH FLOOR - FINISH Tale:PLAN Z11 no Sheet: A4 &+ Q o o E F G I ► I .. I I I ► I ► I ► ► I ► ► I I I I I I I I f; col Lco.O 10 0 l / ► I �;%► I I I s- % �_T L—H—Ti L—H— I/ / O 0 4TH FLOOR - FURNITURE PLAN 1 /8" = 1'-0" CL a 0 o r. 0 IV - - M - - O 0 O 0 REAKO 463 O O O O O 0 P 461 j NE 62 0- 0 0 0 0 CONF 9° I 460 7 458 HOTEL I 457 i I STORAGE 405 W ��. 443 ......... hALLWAY r 464 - I LD O, / � — I�� E�7 OFFICE 459 on HALLWA 444 Di II r 402 I i \ I r I \ 442 i I I FEC I I I I 0 CONF 410 J L_ Y I I I IDF j 401 ELEV j-- - LEV Qo JL ELEVATOR 4'-3" 31 4'I - ' I LOBBY 400 ATM M LAB �ELEY 441 1#3 i r r I I C !Jj OAT LAB 0 0 1 438 00 I ..... ._ I I II 3 0 ' it 414 F 0 I P 407 Y 415 0 I it 0 ' n�� 00 BW � NFC 411 STORAGE RECORD. I 413 412 I rn T I "EAK60 <4po I O co O I co O O O I O O I O O O LP - - - - - - OPEN Co - - O O 0 0 OFFICE 0 0 0 0 430 O O O O O O O O 0 OPEN OFFICE 423 SHEET NOTES KEY NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. REVEWEDFOR CODE COMPLIANCE RECEIVED APPROVED CITY OF TUKWILA JUL 2 9 2015 JUN 0 2 2015 PERMIT CENTER City of Tulmila BUILDING DIVISION t;FmGISTE ED ARCH ITECT JEFFREY B. MILLER STATE OF WASHINGTON Title: FURNITURE PLAN A r =5nO Sheet: z a 0 0 N D E F G H J K L M N 0 P Q - T_ 1 5TH FLOOR -DEMOLITION PLAN 118" =1'-0" DEMOLITION LEGEND SHEET NOTES KEY NOTES ^' u 1. REMOVE ELEVATOR CAB FINISHES TO ACCOMODATE NEW WORK. NEW FINISHES AND LIGHTING TBD. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] D01 REMOVE EXISTING STAIR. SEE STRUCTURAL. PROVIDE NEW FIRE SAFING AT NEW INFILL MATCH EXISTING RATING, 2HR � ) EXISTING CONSTRUCTION TO BE DEMOLISHED 2. ALL EXISITING MILLWORK TO REMAIN IN AREA OF WORK, TO BE TOUCHED UP AND REPAIRED AS REQUIRED. D02 REMOVE EXISTING TERRAZZO FLOOR FINISH TO EXTENT SHOWN ON PLAN. DO NOT DISTURB EXISTING CONCRETE SLAB BELOW. 3. GYPSUM BOARD SUBSTRATE D04 EXISTING FURRING TO BE REMOVED. D07 REMOVE EXISTING OPERABLE PARTITION. SEE STRUCTURAL EXISTING CONSTRUCTION TO REMAIN 4. EXISITING CEILING TO BE REMOVED THROUGHOUT AREA OF WORK, U.O.N. D08 REMOVE FIRE RATED WALL. SEE PARTITION PLAN AND STRUCTURAL. 5. REMOVE FLOOR AND WALL FINISHES IN AREA OF WORK, U.O.N. D09 EXISITING MILLWORK TO REMAIN. TOUCH UP AS NEEDED. EXISTING 1 HR FIRE RESISTANT RATED PARTITION TO REMAIN D11 EXISTING FIRE HOSE CONNECTION CABINET TO REMAIN. 6. EXISITING FURRED OUT WALLS AND WALL COVERING TO BE REMOVED AT CORE, TYPICAL. PROVIDE NEW FURRING PER PARTITION PLAN. D12 RELOCATE EXISTING FIRE HOSE CONNECTION CABINETS AS INDICATED ON PARTITION PLANS, GC TO COORDINATE LOCATIONS EXISTING 2HR FIRE RESISTANT RATED PARTITION WITH FIRE PROTECTION SUB -CONTRACTOR. D13 REMOVE EXISTING TERRAllO TILE IN ENTRY/ ATM VESTIBULE. D14 RAILING TO BE REMOVED. i EXISTING MILLWORK TO BE DEMOLISHED L - - - - - - - - - - - - - - - J AREA N.I.C. Cii=CEIiED CITYOF TUKWILA 7ANCE JUN 0 2 2015 FHCEXISTING FIRE HOSE CONNECTION CABINET PERMIT CENTER BUILDING DIVISION 9400 REGISTERED HITECT FR Y B. MILLER S A E O WASHINGTON Job No: 21 BECU.0002.000 Scale: 1/8" = 1'4' Tide:DEMOLITION PLAN A5�OmO Sheet: A B C D E F I ► ► I I I I ► I - ► ► I -- —I— — —! -- - -- ' -- — —— — I I —I — — — I i <HP• ;.�---I I I--� ----rt---►---i� r!--I-----L--1----------� I I I I I l L 0 M N 0 r--—i------I---i--T r—-- r— _ ---— --- I - I I tl I I — I . -. I I I ► I I ► ► I I ► I I I I I I I I I ► I ► I I ► I I ► I 5TH FLOOR - DEMOLITION REFLECTED n CEILING PLAN 1 /8" = 1'-0" DEMO RCP LEGEND TYP. CEILING GRID AND LIGHT FIXTURE TO BE REMOVED RECESSED PROJECTION SCREEN TO BE REMOVED AREA N.I.C. 0 SHEET NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. SEE DESIGN BUILD ENGINEER'S DRAWINGS UNDER SEPARATE PERMIT FOR EXISTING BUILDING SERVICE COORDINATION PRIOR TO BEGINNING ANY WORK. 3. ALL CEILINGS TO BE REMOVED, TYP., U.O.N. REMOVE ALL WIRING AND SUPPORTS, CLEAN & PREPARE FOR NEW WORK. BRACING TO REMAIN AT EXISTING CEILING HEIGHT PARTITIONS SCHEDULED TO REMAIN. 4. SALVAGE 2X2 CEILING TILE AND GRID FOR REUSE IN RETAIL AREA. I Q , ff I 940TEGIERED HI B. MILLER ITSHNGON 1- I 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 I ► 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date I I1AINTERIOR ARCHITECTS I I 12 S E A T T L E 1001 4TH AVENUE, SUITE 440 N SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 KEY NOTES ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. REVtWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER Job No: 21 BECU.0002.000 Scale: 1/8" = 1'-0" Sheet: A5�O 0 0 P Q R S 1 "✓� I _� aL +o I J WOMEN ,-�� I I �131) �137� 1� I I f a ( 542 15 A-7.5 ,co 525 i 7. ;4— �—'3 FHC . FEC � 123 12 F01 F01 18' 0 �_-5" 'n HALLWAY I � I L01 I I 5 01, 41_ �� o EQUAL EQUAL EQUAL EQUAL BREAKOUT 1, 538 I I ( I I I Lot OFFICE Lot L01 Lot I Lot I I I I OFFICE OFFICE OFFICE % II 535 534 533 1 1 532 1 BRE OUT :fir 531 mm I —132(-132(32AFF_ (132� `may I 530 I -- - - -- - --- �— - 530:_ ' EXISTING ROOF �* •I ... _ __- .... -v__ _-... _ -. _.- -. _.. _. ._.. _.. .. ...._.. .... .. 1.......� .. ................... .-_..._.- _-..._..__ ...._....._..__. ____..___-. _ ....... !..._._......._ .._ _ ................... .u_.-..`- - ".�:.._-_._._... _. �1-.- ......... ... ___.-_.._ _ ... ._.--.._.- .._.._._....... .1._.__. ......_..._.... _.--..._._ ._. _.___. y I I I I I I I ► I I I � � I � I I I HFLOOR — PARTITION PLAN U 1 /8" = V-0" N PARTITION LEGEND SHEET NOTES KEY NOTES 131 PARTITION TYPE (SEE A-8 SHEET SERIES) 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] 2. PARTITIONS DIMENSIONED TO FINISH FACE U.O.N. a GLAZING TYPE 116 NEW BANKING KIOSK MILLWORK, DESIGN TBD. 1 3. USE TYPE "X" GWB ON FIRE RATED PARTITIONS. 101 WOOD VENEER WALL PANELS W/ APPLIED GRAPHICS BY OTHERS 118 FUTURE KIOSK o NEW CONSTRUCTION 4. USE CEMENTITIOUS BACKER BOARD ('DUROCK') OR EQUAL AT PARTITIONS SCHEDULED TO RECEIVE CERAMIC TILE (U.O.N.). SEE FINISH PLAN 102 INFILL OPENING WHERE DOOR WAS REMOVED WITH PARTITION TYPE B03. 121 OPERABLE ACOUSTIC PARTITION. FOR LOCATION OF TILE. FLOOR TO CEILING WINDOW 5. SEE A-8.0 SERIES SHEETS FOR TYPICAL PARTITION DETAILS AND EXTENT OF FRAMING. 103 INFILL OPENING WHERE WINDOW WAS REMOVED. MATCH EXISTING PARTITION TYPE. 123 PROVIDE LEVEL 5 WALL FINISH FOR APPLIED GRAPHIC LOCATIONS PARTIAL HEIGHT WINDOW (WITH SILL) 6. WHERE FURRED PARTITIONS EXCEED MAXIMUM HEIGHT, BRACE TO ADJACENT STRUCTURE. SEE A-8 DETAIL SHEET SERIES. 104 MATCH EXISTING WALL ASSEMBLY. VERIFY EXISTING STUD SIZE. 128 DEMOUNTABLE WALL AND GLASS OFFICE FRONT. 7. FIRE SAFE PENETRATIONS AT FIRE RESISTANT RATED PARTITIONS PER APPLICABLE UL ASSEMBLY. SEE A-8.10 SERIES FOR DETAILS. 105 CHECK WRITING CABINET:10'-0" X 2'-6" X 2'-10" HIGH,1 1/2' THICK SOLID SURFACE COUNTERTOP AND SIDE PANELS, (1) 24" WIDE WOOD 129 OPERABLE GLASS PARTITION. DOOR TAG (DOOR NUMBER & TYPE) 8. FIRE PROTECTION SUB CONTRACTOR TO VERIFY QUANTITIES AND LOCATIONS OF ALL FIRE HOSE CABINETS. VENEER BASE CABINET WITH DOOR AND ADJUSTABLE SHELF, 6" SLOTTED GROMMET IN TOP FOR CHECK DROP, VERTICAL WOOD VENEER 131 CONSTRUCT NEW NORTH -SOUTH PARTITION TIGHT TO END OF EXISTING CONCRETE SHEAR WALL 9. MAINTAIN INTEGRITY OF EXISTING FIRE RESISTANT RATED ASSEMBLIES FOR ALL PENETRATIONS. SUPPORT AT CENTER FOR LENGTH OF OPEN KNEE SPACE. 132 OFFICE FRONT DOOR/SIDELITE WIDTHS ALONG THIS FACADE SHALL BE EQUAL IN SIZE. 10. PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDING, BUT NOT LIMITED TO: GRAB BARS, SHELVING, OVERHEAD CABINETS, SIGNAGE, 107 TYPICAL OFFICE AND CONF. ROOM FRONTS BASIS OF DESIGN -1 ST FLR. DIRTT DEMOUNTABLE PARTITION SYSTEM SPEC 0FOLLOW/ EXISTING CONSTRUCTION TO REMAIN TOILET ROOM ACCESSORIES, WALLMOUNT. EQUIPMENT, U.O.N. 133 OFFICE FRONT DOOR/SIDELITE WIDTHS ALONG THIS FACADE SHALL BE EQUAL IN SIZE. ADJUST PARTITION LOCATION AT PERIMETER WINDOW 11. REFER TO DESIGN BUILD POWER DATA DRAWINGS UNDER SEPARATE PERMITS FOR DEVICE LOCATIONS. FLOORS 2-6: R SYSTEM SEE DETAIL SHEETS FOR MORE INFORMATION. MULLION AS REQUIRED (OFFSET FROM MULLION CENTERLINE, IF NECESSARY). 12. PROVIDE "LEVEL 5" FINISH AT ALL PARTITIONS TO RECEIVE WALL COVERING. REFER TO FINISH PLANS FOR LOCATIONS AND ADDITIONAL 108 COORDINATE RELOCATED OCATED HC CABINET WITH NEW WALLS &FINISHES. 134 ROLL -DOWN SECURITY GRILLE NEW 1 HR FIRE RESISTANT RATED PARTITION INFORMATION. 109 PROVIDE PLASTIC LAMINATE LOCKERS (BY LEGACY LOCKERS) 7'-0". 135 5-SIDED, CLASS 1 MODULAR VAULT SYSTEM. 5" THICK PANELS. CLEAR INSIDE DIMENSIONS: 9'-2" X 12-10" X T-6" HIGH. NOTE: NO GYPBOARD NEW 2HR FIRE RESISTANT RATED PARTITION 13. ALL PUBLIC -FACING, PAINTED GWB WALLS AND SOFFITS ON 1 ST AND 2ND FLOORS TO RECEIVE "LEVEL 5" FINISH, U.O.N. 115 EXISTING MILLWORK. REPAIR AND TOUCH UP AS REQUIRED. REQUIRED ON INTERIOR OF TYPE B05 PARTITION SURROUNDING VAULT. CLEAR DIMENSIONS SHOWN ON PLAN ARE TO FACE OF STUD. 14. ASSUME NEW ZONED SOUND MASKING SYSTEM AT ALL FLOORS. 136 G.C. TO PROVIDE ALL INFRASTRUCTURE TOO ALLOW FOR FUTURE AV CONFERENCING THIS ROOM. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND 15. ALL PARTITIONS TO BE TYPE "603" U.O.N. ELECTRICAL PLANS, PROVIDED BY OTHERS, FOR DESIGN/SCOPE. EXISTING 1HR FIRE RESISTANT RATED PARTITION 16. PROVIDE ACOUSTIC FIBERGLASS BATT INSULATION AT ALL PARTITIONS THROUGHOUT THAT ENCLOSE ROOMS. 137 TO PROVIDE ALL INFRASTRUCTURE FOR AV CONFERENCING THIS ROOM. ALL AV EQUIPMENT TO BE PURCHASED AND INSTALLED BY AV VENDOR. " -- EXISTING 2HR FIRE RESISTANT RATED PARTITION G.G. TO COORDINATE INSTALLATION AND PROVIDE ALL INFRASTRUCTURE FOR NEW ROOM SCHEDULING PANELS LOCATED OUTSIDE G.C. TO COORDINATE INSTALLATION. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND ELECTRICAL PLANS, PROVIDED BY OTHERS, FOR CONFERENCE ROOMS, TYP. SEE AUDIOVISUAL SYSTEMS NARRATIVE FOR DESIGN/SCOPE. DESIGN/SCOPE. — j — - NEW MILLWORK WITH OVERHEAD CABINETS 138 G.C. TO PROVIDE ALL INFRASTRUCTURE FOR AV & PROJECTION CAPABILITIES THIS ROOM. ALL AV EQUIPMENT TO BE PURCHASED AND IElilElltlED FOR RECEIVED INSTALLED BY AV VENDOR. G.C. TO COORDINATE INSTALLATION. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND ELECTRICAL PLANS, PROVIDED BY CODE COMPLIANCE CITY OF TD KW I L.A OTHERS, FOR DESIGN/SCOPE. FINAL LOCATION OF PROJECTION SCREEN(S) TBD. APPROVED AREA N.I.C. JUL 2 9 2015 JUN 0 2 2015 FE FIRE EXTINGUISHER FC FIRE EXTINGUISHER CABINET FHC EXISTING FIRE HOSE CONNECTION CABINET PERMIT CENTER 100 F� FIRE PROTECTION RISER CABINET ' NEW/RE-LOCATED FIRE HOSE CONNECTION CABINET City of TIiiCW{ 8 KEY NOTE BUILDING DIVISION i te 1"; � W STERED LTFCT ASHINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date 1AI N T E R 10 R ARCHITECTS S E A T T L E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Drawn: ANWAjr QMk: Ch r oval:'' Job No: 21 BECU.0002.000 Scale: 1/8" = 1'-0.' PARTITION' , _.+1 A im Sheet:A511 80 (3) --(:7 ) �.J 10 ► ► ► ► ► ► ► 2 82' 6" A.F.F. ACT ► ► ► ► 1 5TH FLOOR - REFLECTED CEILING PLAN N 1 /8" =1'-0" FIXTURE SCHEDULE RCP LEGEND SHEET NOTES KEY NOTES o RECESSED LINEAR 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] I ] TYPICAL 2 X 2 SUSPENDED CEILING GRID 2. TYPICAL CEILING HEIGHT IS 8'-6", U.O.N. 304 1 ST FLOOR ELEVATOR LOBBY: SPECIALTY WOOD CEILING WITH OPENINGS FOR SUSPENDED LIGHTING. o RECESSED LINEAR WALL WASHER 3. PAINT ALL VISIBLE AREAS OPEN TO STRUCTURE AS ALLOWED BY CODE, U.O.N. GC TO COORDINATE ALL PAINTABLE AREAS WITH ALL TRADES. 305 1 ST FLOOR SPECIALTY SUSPENDED LINEAR FIXTURES, PENDANT MOUNTED AT VARIED HEIGHTS - SEE LIGHTING SCHEDULE o GWB RECESSED LINEAR LED 4. REFERENCE LIGHTING SCHEDULE FOR MORE INFORMATION ON LIGHT FIXTURES SHOWN IN DRAWINGS. 312 RECESSED PROJECTION SCREEN OPEN TO EXISTING STRUCTURE 5. PROVIDE ACCESS PANELS ONLY WHERE REQUIRED 313 RECONFIGURE LIGHTING IN STAIRWAY 209 TO ACCOMMODATE NEW CONFIGURATION DECORATIVE LINEAR PENDANT 6. PROVIDE FLUSH DRYWALL TYPE ACCESS PANELS WITH CONCEALED FRAME AT ALL NON -RATED LOCATIONS, U.O.N. PROVIDE ALL PROPOSED DESIGN LOCATIONS FOR ARCHITECT REVIEW AND APPROVAL. 314 DASHED LINE REPRESENTS SUPPLEMENTAL LIGHTING AT FURNITURE SYSTEM o PENDANT MOUNTED LINEAR 7. ALL 2 X 2 GRID SHOWN TO BE ACT-1, U.O.N. 315 SEE PARTITION PLAN AND LUMINAIRE SCHEDULE FOR MORE INFO REGARDING CONTINUOUS LED'Z' TYPE FIXTURE AT CASEWORK A -'•' GYPBOARD (SUSPENDED OR FRAMED) 8. CENTER OPEN AREA ACT ALONG GRID LINE K AND GRID LINE 7, U.O.N. BELOW, THIS LOCATION. o PENDANT MOUNTED LINEAR WALL WASHER 9. ALL RECESSED DOWNLIGHTS AND DEVICES TO BE CENTERED ON ACT TILES, U.O.N. 316 CONTINUOUS TYPE V' FIXTURE TO OCCUR AT BACK OF BUILT-IN BANQUETTE SEAT BELOW. 10. CENTER ACT GRID BOTH DIRECTIONS IN CLOSED ROOMS WITHOUT GLASS OFFICE FRONTS, U.O.N. 317 DASHED LINE REPRESENTS EXISTING SKYLIGHT TO REMAIN ABOVE NEW WOOD SLAT CEILING. C = _ COVE FIXTURE 11. ALIGN ACT GRID IN ROOMS WITH GLASS OFFICE FRONTS WITH OPEN AREA ACT GRIDS, U.O.N. 318 LINE OF ROLL -DOWN SECURITY GRILLE HOOD ®00 SPECIALTY WOOD CEILING 12. ANGLE ACT BRACING AWAY FROM OPEN CEILING AREAS, TYPICAL. 2 X 4 TROFFER FIXTURE 13. G.0 TO PROVIDE PAINT MOCKUP OF EXPOSED STRUCTURE @ 1 ST FLOOR. ALLOW FOR A MINIMUM OF (2) DIFFERENT PAINT COLORS. COORDINATE WITH DESIGNER FOR REVIEW AND SELECTION. ® 2 X 2 TROFFER FIXTURE ��Y�fl SPECIALTY WOOD SLAT CEILING 14. LIGHTING CONTROLS SHALL BE DESIGNED BY DESIGN BUILD ELECTRICAL ENGINEER TO MEET ALL LOCAL CODE REQUIREMENTS IN ADDITION TO GUIDELINES OUTLINED ON PLANS. ANY CONFLICT BETWEEN CODE REQUIREMENTS AND NOTED CONTROL ZONES SHALL BE BROUGHT TO -^e—� TRACK MOUNTED WALL WASHER THE ATTENTION OF THE PROJECT ARCHITECTS PRIOR TO FINALIZING DESIGNS. O RECESSED DOWNLIGHT TYP. CEILING GRID AND LIGHT FIXTURE RE!/WED FOR o> RECESSED WALL WASHER CODE COMPLIANCE RECEIVED PENDANT MOUNTED DOWNLIGHT FIXTURE RECESSED PROJECTION SCREEN APPROVED CITY OF TUKWILA + DECORATIVE PENDANT FIXTURE ®j CEILING MOUNTED ONE-SIDED EXIT SIGN JUL 2 9 2015 JUN 0 2 2015 - - - -1 UNDER -CABINET LIGHTING®C CEILING MOUNTED TWO-SIDED EXIT SIGN - — - OVER CABINET LIGHTING WALL MOUNTED EXIT SIGN PERMIT CENTER — — — LIGHTING IN FURNITURE SYSTEM - City Of Tukwila BUILDING DIVISION COORDINATE W/MANF. AREA N.I.C. I I UTILITY STRIP FIXTURE .94001REGISTERED TECT R MILLER STA OF ASHINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date 1AINTERIOR ARCHITECTS S E A T T L E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21BECU.0002.000 Ab�3wO Sheet: Scale: 1/8" = 1'-01, 2 a 0 0 CONF I N 517 CPT FIN ACCENT PAINT TBD ACCENT ACCEN PAINT TBD PAINTTI3D j CONF 528 CON , 527 CPT CPT 6 6 i OFFICE 535 OFFICE I 534 OFFICE I 1 533 1 OFFICE I 1 532 CPT CPT I FCPT CPT � L, — 1-1— - 1. ill 111.11 1 .... I-- I I-- I "... 11 -.-- - 1.111, 1 .11,1111.1 1-11 1 � 1- 11 .11 — - — --- -- —,r--- -- ... _.. - - _ - — - - — — — ----r— — 1 5TH FLOOR - FINISH PLAN 1 /8" = V-0" ABOVE, TYP 'f ►- - - - I - 10 11 I I I N SHEET NOTES KEY DOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. PROVIDE NEW FLOORING, PAINT, AND WALL BASE THROUGHOUT AREA OF WORK, U.O.N. 3. ELEVATOR CAB FINISHES TO INCLUDE NEW CARPET, SPECIALTY WALL FINISH, METAL HAND RAILS, METAL BASE, AND NEW CEILING WITH LIGHTING. 4. ALL ELEVATOR DOORS AND FRAMES TO RECEIVE NEW PAINT, U.O.N. 5. ALL OFFICE AND MEETING ROOM GLASS FRONTS ARE TO RECEIVE CUSTOM 3M FILM GRAPHIC PATTERN, FULL HEIGHT AND LENGTH, TYP. 6. PROVIDE NEW ACCENT PAINT COLOR TO 20% OF WALLS, TYPICAL THROUGHOUT, U.O.N. 7. PROVIDE NEW FINISHES TO MATCH EXISTING FINISHES IN STAIRWAY 209 MODIFICATIONS. 8. SEE SHEET A-8.8 FOR TRANSITION DETAILS Ktv'FtvVED FOR CODE COMPLIANCE DECEIVED APPROVED CITY OF TUKWILA JUL 2 9 2015 JUN 0 2 2015 City of Tukwila PERM"IT CENTER BUILDING DIVISION T g4nn 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date INTERIOR ARCHITECTS S E A -T T IL E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21BECU.0002.000 Scale: 1/8" = 1'-0" N D E F G H J K L M N 0 P Q R S 1 .0 0 In Cm (0 0 0- 0 O OFFICE 535 OFFICE 534 OFFICE 533 Arl OFFICE 532 D SHEET NOTES KEY NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. REWEWED FOR CODE COMPLIANCE RECEIVED APPROVED CITY OF TUKWILA JUL 2 9 2015 JUN 0 2 2015 City of Tukwila PERI`IT CENTER BUILDING DIVISION Fp R,q FF E� F� C�c Ok 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date It INTERIOR ARCHITECTS S E A T T I_ E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21 BECU.0002.000 Scale: 1/8" = 1'-0" Tifle: FURNITURE PLAN Sheet: Ab=5mO a N N D E F G 6TH FLOOR -DEMOLITION PLAN L 1 L m Q DEMOLITION LEGEND SHEET NOTES KEY NOTES R' II 1. REMOVE ELEVATOR CAB FINISHES TO ACCOMODATE NEW WORK. NEW FINISHES AND LIGHTING TBD. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] II EXISTING CONSTRUCTION TO BE DEMOLISHED 2. ALL EXISITING MILLWORK TO REMAIN IN AREA OF WORK, TO BE TOUCHED UP AND REPAIRED AS REQUIRED. D01 REMOVE EXISTING STAIR. SEE STRUCTURAL. PROVIDE NEW FIRE SAFING AT NEW INFILL (MATCH EXISTING RATING, 2HR) D02 REMOVE EXISTING TERRAllO FLOOR FINISH TO EXTENT SHOWN ON PLAN. DO NOT DISTURB EXISTING CONCRETE SLAB 3. GYPSUM BOARD SUBSTRATE BELOW. D04 EXISTING FURRING TO BE REMOVED. EXISTING CONSTRUCTION TO REMAIN 4. EXISITING CEILING TO BE REMOVED THROUGHOUT AREA OF WORK, U.O.N. D07 REMOVE EXISTING OPERABLE PARTITION. SEE STRUCTURAL D08 REMOVE FIRE RATED WALL. SEE PARTITION PLAN AND STRUCTURAL. EXISTING 1 HR FIRE RESISTANT RATED PARTITION TO REMAIN 5. REMOVE FLOOR AND WALL FINISHES IN AREA OF WORK, U.O.N. D09 EXISITING MILLWORK TO REMAIN. TOUCH UP AS NEEDED. 6. EXISITING FURRED OUT WALLS AND WALL COVERING TO BE REMOVED AT CORE, TYPICAL. PROVIDE NEW FURRING PER PARTITION PLAN. D11 EXISTING FIRE HOSE CONNECTION CABINET TO REMAIN. D12 RELOCATE EXISTING FIRE HOSE CONNECTION CABINETS AS INDICATED ON PARTITION PLANS, GC TO COORDINATE LOCATIONS —�-— - EXISTING 2HR FIRE RESISTANT RATED PARTITION WITH FIRE PROTECTION SUB -CONTRACTOR. D13 REMOVE EXISTING TERRAllO TILE IN ENTRY/ ATM VESTIBULE. I EXISTING MILLWORK TO BE DEMOLISHED L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J D14 RAJLING TO BE REMOVED. REAtW9 FOR CODE COMPLIANCE AREA N.I.C. APPROVED RECEIVED JUL 2 9 2015 ' CITY OF TUKWILA FHC EXISTING FIRE HOSE CONNECTION CABINET JUN 0 2 2015 City of TukvWia BUILDING DIVISION S PERN11T CENTER 9400 REGISTERED TECT FR Y B. MILLER STA 0 WASHINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date 1AINTERIOR ARCHITECTS S E A T T I_ E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21BECU.0002.000 Scale: 1/81,= 1'-01, Tdie:DEMOLITION PLAN A0=000 Sheet: A B C D E F G H J K L M N 0 P Q R S il. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2 TUKWILA I I I I I I I I I I I I I I I I I I -�- -T-- - 3 ER I T -�- -�-- --�- I- - - -, - --_-- -- -� - - I- - 7 - -, -- -- I- I I I I I I I I I I I I I 1 I I I I I 7 . 7 aeWay r -- --- ----- -- _--- ----- -- -- � -_------- -------I--- = _J ._ ._-_.I_._. - - - -�- �IIIIIIIIII - .�.: = 4 -- ��1 T Wa W9400 I - - - - :- `--� - -- -------- -J,IIIIIIIIIIII - -1I1IIIIIIIIIIII , % -•---' ---- i ---- �'�LIIIIIII1 ----t---- - t---- ii t- - -- --- --- --- --- ---- ------------ T----7----t----r-------------- -- �- �/---- -- L - - - - -- - L ------ ----1------- - -- - - -- -- - � .---r' I / /-,-� II 'II�IIIIIIII - --- '/-- 11 IIII1IIIII _--- ---- ---- --- ---�''1II1II1'I1I, -- --- - ------ - - - T--- - r--r - 7---r ---- r----I--I I I T- F_ I Ir T. ---- - -/0 - - - - I -I- - - - I ----T----� -I---- ---- �- - -- ---- -- --- - +- - -- I --____ --T- 7--II L-- - I----- -- _------t---- - -t- - - - -t- - -- r-----I----i- --- L -__- ----�----t----Ir -----+---L--�1----L--- t-I- ----L---- 1iIIIIII ---- - T - -J---L GISTEE TE ECT CT --/ -1IIIIIII—' --- - - - -L--- - - - ----- ---- ----- - ----- ----T---- ---- ----I- ----I---J---- ------- - - - - LI T r TT r-- 1 , , ILL9ER FOF ------- ----- ----- ----- ----+ --- � ------ - i--- --- � I SATT HINGTON - / I T ----I-- I - - - - - � -_- ---I' -----_- ---I� -_-_-_ - �I- -----_- : ----_-------r - - - ' --/-------- IIIII'IILI1I1 ------ ---------- ----------- _-=----- 7----7---- -------I T'IIIIIIIIIIIIIIIIIII rIII1IIIrI1I --= r ----------F-----T------------ _ T---- �—-' 7 _- — �-------- _--_-- — '/ ' a - -- - - /; ,rI J1I;!IiIj' - - -- L---- ----- -' - ' I ---- - - - -, ----- E __- ____I___--___ -I____L L____- _- _------ ------- -- T ----y-J�1 -----_---- -17-++'1 ----=---------=------=-------- --=------ ---=--- L-------- - - - - ! +-------- ----- I (�T -'--- -� r•I--- ---- -'r- i. ----------- + -- ------- i(I-'IE"'� ---- -- -- -- - L---- - 4---- T -'- � I -- - - - II t -- --1---- ----- - -- - - --_- - --_----L ...i111j. - 'Il — — — ',. I _ ----- ------I I --' ----- - El - - - I ---- _- -- -- � ". -- ----1r -- -- IIIII1IIIIIIII11IIII1 I --J-�TjII'IIIIIII1IIIIIIIIIII1 tT1�� ----_---� --_ ---=---J -----_----_ -----= --- - EXISTING ------ ----- 1------ ---- -- - -----l�I� - i faI -%-_------ ''ttrt'LLIIIIIIII'IIIIIIII -_------ -_----- I -----I t EL SKY LIGHT - - -- + - - - - - - - - - - - - - - J ---- a- ; - I --71_--��1IIIIIIIII,lIt'II1II -_---- -----_----- --_ -----_------ -- - - - -- - - - -- ----_------ I ---------- _ _ -I- - -- - - -1JTtT�+'+IIIIIIII -----=-- ---_------- -1IIII'IIII'IIII'IIII1I1 _ - J _---- L - ----_- L - - - - L - - - - I � -----T - - - - - - - - - - _T 1 -f=i---------- -tIIIII'IIr,,I',1II;,iII'I-- -------- --------- - --, 'T - - - --- ------_--- rIII1III,II''III1I— -- 1 - TrII'I'I1IHI=IIHIII1'IFII `- - - I- - T- _ - - - -j ----T_ - - - --- - - - - - - - - - - III;,II;1IrIiIIII ----------—-----_------ - - - - - - - - - - -t- fj % --- ----=----= ---- -- _ - -_ ----------------------- ._ 1 --- -------- -I- - - - - -- ------ - ,1LIII1IIIII1 1 -_-- ---- �/1�_-_/;IIIII1IIIl1I =------ kIIIII,1III,1IIIIIII'I- =---- =----- �- =- =---- =----= -'_-= -- -- - - -- -- _� _ T =----_-____ ---------- ------- ---___=== -_-_- ----I ---I J - - -r----�--- -- ----- -: -T � ------- -- --- -'-- 11IIII,II11 -.-'--` --,--/�- -4/'- --d -;,-:-- �= ;?--_------_- i -- ,L/ -;r— - - - - -—- ------ - - - - --------------- - - - - -g I I_I =1== __--k --------------------Lt1' —I TIT -----I-- ------------------ I- I� IIII'I -^--�-,,? ---- -'- % I --- - L -—------------------------------- -- +----+— — —— _T__I__r-IF r__T1-IF T_r_1_-IF -I- -r-1-- -1- - T-1--r--r--I-- -r---1r------J =1==-f---------------I----- -I- - + ----I--L--j - -I- - L-L_---- -L-I----- �L---- -- - --- f! „-/%- ---" L - - - - --�- ' --•�-1 '1- %--i — — — ... I --4- III r- T - T -rT-7--r-T--I--rF--- t--I------I--+---- L1- ___J_I_ L _ -A - _I_ _ 1_L _ _ _1 -------I- ' ---- t- - II I -------------- - I I •II�I'IIII— -;-�---"r IIIIIIrII I^__ It-- -- ------ --- ----- -- 7-- : - I I ' Tt- �T- -1�T- 1-r-I --I--r-1--r-T--I-- t- -I -4----- - --- - - - - - L - - - --..--:�r- ,- -L .J - _ T � r I-I - -I-- - --I� ----r- --I� -I- -I- - - --- -J L --- - TI ---- ----_ ---- ----- -- ,- '+-II'IIIIII'II~II •-.� /--'---' .°-:�`-- %`--,- .-.-r-� . L _L 1 __ 1-----J-------L rL _________ LI _-_ ____I____I1_ --- ----- -------- --------- L----'-___1__T__ L TI -- -- I — 0 _ _ -_.__-- ... 6 PERMIT ISSUE 0602/2015 /= 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 - L Delta Issue No. Description Date INTERIOR ARCHITECTS 12 S EAT T IE 6TH FLOOR - DEMOLITION REFLECTED CEILINGPLAN N 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALLDRAWINGSAND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE DEMO RCP LEGEND SHEET NOTES KEY NOTES TYP. CEILING GRID AND LIGHT FIXTURE TO BE REMOVED 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. SEE DESIGN BUILD ENGINEER'S DRAWINGS UNDER SEPARATE PERMIT FOR EXISTING BUILDING SERVICE COORDINATION PRIOR TO BEGINNING ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WTTHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PROJECTION SCREEN TO BE REMOVED ANY WORK. 3. ALL CEILINGS TO BE REMOVED, TYP., U.O.N. REMOVE ALL WIRING AND SUPPORTS, CLEAN & PREPARE FOR NEW WORK. BRACING TO EXISTING CEILING HEIGHT PARTITIONS SCHEDULED TO REMAIN.RECESSED 4. SALVAGE 2X2 CEILING TILE AND GRID FOR REUSE IN RETAIL AREA. REMAIN AT _ t. Dr Auth k: Checker n pro Job No: 21 BECU.0002.000 Scale: 1/8"1'-0" TOOIL AREA N.I.C. I DEMOLIT REVIEWED FOR COMPLIANCE RECEIVED REFLECTEDCEILING APPROVED CITY OF TUKWILA JUL 2 9 2015 JUN 0 2 2015 Title: City Of Tukwila PERMIT CENTER Ar BUILDING DIVISION sheet: /;/ G H J K L M N 0 P Q R S 1 --n3 1 E �u- _. OFFICE _.. 3 y' 647 = -- — - I - - i III— (1 3� � � ELEV ' � I' _ 11 j N I I I ( STO AGE (I J i• '''� 641 A-8.5 OFFICE 616 , 21_3co3 , LU r� co N I i, I OS I ! (I I I I _ H LWAY "' �rP• —' rqp„ 8 FHC FECALIG 1 g (107 2_3 ALIGN I I ( OPEN 1_33) F01 6_O IM. S — -TYR F01 ,(107 23-11-8T(POFFICE 620 rn B09 co G03 10 N 617 OFF! E Bos Bos Bos ABOVE c 5 6'-7" SIM. Goa co3 A-8.4 617 ABOVE I ABOVE I W I 618 coy 629A co3 BREAKOUTk7 ¢ ¢ -;, (133� 632 CD 900 — I 10 _ (133� BOARDROOM _ a N LOU GE 61 OFFICE Bos 629 (138 T 628 (137) A-7.6 8 618 OPEN OFFICE 3,-1„ Go7 co3 I I I I s3o I I I I OFFICE I I Go7 629E - 619 900 , 58 LU B09 G03 / -ii — — — 62 1 � — — — — — 1I , — ABOVE — — I ✓ / 1I JO u� J_ -- ( 7 Uj N A-8.1 A-8.4 A-8.4 TYR I I I I I SIM. EXISTING ROOF I - - ..- _... _.... _....... --- -------.----- - - - -- _ - I I I I I I I I I I I I I I I I I 1 6TH FLOOR - PARTITION PLAN N 1 /8" =11-011 PARTITION LEGEND SHEET NOTES KEY NOTES B1 PARTITION TYPE (SEE A-8 SHEET SERIES) 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] GLAZING TYPE 2. PARTITIONS DIMENSIONED TO FINISH FACE U.O.N. 116 NEW BANKING KIOSK MILLWORK, DESIGN TBD. 1 3. USE TYPE "X"GWB ON FIRE RATED PARTITIONS. 101 WOOD VENEER WALL PANELS W/ APPLIED GRAPHICS BY OTHERS 118 FUTURE KIOSK NEW CONSTRUCTION 4. USE CEMENTITIOUS BACKER BOARD ('DUROCK') OR EQUAL AT PARTITIONS SCHEDULED TO RECEIVE CERAMIC TILE (U.O.N.). SEE FINISH PLAN FOR LOCATION OF TILE. 102 INFILL OPENING WHERE DOOR WAS REMOVED WITH PARTITION TYPE B03. 121 OPERABLE ACOUSTIC PARTITION. FLOOR TO CEILING WINDOW 5. SEE A-8.0 SERIES SHEETS FOR TYPICAL PARTITION DETAILS AND EXTENT OF FRAMING. 103 INFILL OPENING WHERE WINDOW WAS REMOVED. MATCH EXISTING PARTITION TYPE. 123 PROVIDE LEVEL 5 WALL FINISH FOR APPLIED GRAPHIC LOCATIONS PARTIAL HEIGHT WINDOW (WITH SILL) 6. WHERE FURRED PARTITIONS EXCEED MAXIMUM HEIGHT, BRACE TO ADJACENT STRUCTURE. SEE A-8 DETAIL SHEET SERIES. 104 MATCH EXISTING WALL ASSEMBLY. VERIFY EXISTING STUD SIZE. 128 DEMOUNTABLE WALL AND GLASS OFFICE FRONT. 7. FIRE SAFE PENETRATIONS AT FIRE RESISTANT RATED PARTITIONS PER APPLICABLE UL ASSEMBLY. SEE A-8.10 SERIES FOR DETAILS. 105 CHECK WRITING CABINET:10'-0" X 2'-6" X 2'-10" HIGH,1 1/2" THICK SOLID SURFACE COUNTERTOP AND SIDE PANELS, (1) 24" WIDE WOOD 129 OPERABLE GLASS PARTITION. DOOR TAG (DOOR NUMBER &TYPE) 8. FIRE PROTECTION SUB -CONTRACTOR TO VERIFY QUANTITIES AND LOCATIONS OF ALL FIRE HOSE CABINETS. VENEER BASE CABINET WITH DOOR AND ADJUSTABLE SHELF, 6" SLOTTED GROMMET IN TOP FOR CHECK DROP, VERTICAL WOOD VENEER 131 CONSTRUCT NEW NORTH -SOUTH PARTITION TIGHT TO END OF EXISTING CONCRETE SHEAR WALL 9. MAINTAIN INTEGRITY OF EXISTING FIRE RESISTANT RATED ASSEMBLIES FOR ALL PENETRATIONS. SUPPORT AT CENTER FOR LENGTH OF OPEN KNEE SPACE.132 OFFICE FRONT DOOR/SIDELITE WIDTHS ALONG THIS FACADE SHALL BE EQUAL IN SIZE. 10. PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDING, BUT NOT LIMITED T0: GRAB BARS, SHELVING, OVERHEAD CABINETS, SIGNAGE, 107 TYPICAL OFFICE AND CONF. ROOM FRONTS (BASIS OF DESIGN -1 ST FLR. DIRTT (DEMOUNTABLE PARTITION SYSTEM), SPEC TO FOLLOW / r-------------- ---=---- - EXISTING CONSTRUCTION TO REMAIN TOILET ROOM ACCESSORIES, WALLMOUNT. EQUIPMENT, U.O.N. 133 OFFICE FRONT DOOR/SIDELITE WIDTHS ALONG THIS FACADE SHALL BE EQUAL IN SIZE. ADJUST PARTITION LOCATION AT PERIMETER WINDOW 11. REFER TO DESIGN BUILD POWER DATA DRAWINGS UNDER SEPARATE PERMITS FOR DEVICE LOCATIONS. FLOORS 2-6: RACO SYSTEM SEE DETAIL SHEETS FOR MORE INFORMATION. MULLION AS REQUIRED (OFFSET FROM MULLION CENTERLINE, IF NECESSARY). 12. PROVIDE "LEVEL 5" FINISH AT ALL PARTITIONS TO RECEIVE WALL COVERING. REFER TO FINISH PLANS FOR LOCATIONS AND ADDITIONAL 108 COORDINATE RELOCATED HC CABINET WITH NEW WALLS & FINISHES. 134 ROLL -DOWN SECURITY GRILLE NEW 1 HR FIRE RESISTANT RATED PARTITION INFORMATION. 109 PROVIDE PLASTIC LAMINATE LOCKERS (BY LEGACY LOCKERS) 7'4"• 135 5-SIDED, CLASS 1 MODULAR VAULT SYSTEM. 5" THICK PANELS. CLEAR INSIDE DIMENSIONS: 9'-2" X 12-10" X 8'-6" HIGH. NOTE: NO GYPBOARD NEW 2HR FIRE RESISTANT RATED PARTITION 13. ALL PUBLIC -FACING, PAINTED GWB WALLS AND SOFFITS ON 1 ST AND 2ND FLOORS TO RECEIVE "LEVEL 5" FINISH, U.O.N. 115 EXISTING MILLWORK. REPAIR AND TOUCH UP AS REQUIRED. REQUIRED ON INTERIOR OF TYPE B05 PARTITION SURROUNDING VAULT. CLEAR DIMENSIONS SHOWN ON PLAN ARE TO FACE OF STUD. 14. ASSUME NEW ZONED SOUND MASKING SYSTEM AT ALL FLOORS. 136 G.C. TO PROVIDE ALL INFRASTRUCTURE TOO ALLOW FOR FUTURE AV CONFERENCING THIS ROOM. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND 15. ALL PARTITIONS TO BE TYPE "603" U.O.N. ELECTRICAL PLANS, PROVIDED BY OTHERS, FOR DESIGN/SCOPE. EXISTING 1 HR FIRE RESISTANT RATED PARTITION 16. PROVIDE ACOUSTIC FIBERGLASS BATT INSULATION AT ALL PARTITIONS THROUGHOUT THAT ENCLOSE ROOMS. G.C. TO COORDINATE INSTALLATION AND PROVIDE ALL INFRASTRUCTURE FOR NEW ROOM SCHEDULING PANELS LOCATED OUTSIDE 137 TO PROVIDE ALL INFRASTRUCTURE FOR AV CONFERENCING THIS ROOM. ALL AV EQUIPMENT TO BE PURCHASED AND INSTALLED BY AV VENDOR. EXISTING 2HR FIRE RESISTANT RATED PARTITION CONFERENCE ROOMS, TYP. SEE AUDIOVISUAL SYSTEMS NARRATIVE FOR DESIGN/SCOPE. G.C. TO COORDINATE INSTALLATION. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND ELECTRICAL PLANS, PROVIDED BY OTHERS, FOR ICE WED FOP DESIGN/SCOPE. CODE COMPLIANCE �— NEW MILLWORK WITH OVERHEAD CABINETS 138 G.C. TO PROVIDE ALL INFRASTRUCTURE FOR AV & PROJECTION CAPABILITIES THIS ROOM. ALL AV EQUIPMENT TO BE PURCHASED AND APPROVED INSTALLED BY AV VENDOR. G.C. TO COORDINATE INSTALLATION. SEE AUDIOVISUAL SYSTEMS NARRATIVE AND ELECTRICAL PLANS, PROVIDED BY RECEIVED OTHERS, FOR DESIGN/SCOPE. FINAL LOCATION OF PROJECTION SCREEN(S) TBD. JUL 2 9 2015 CITY OF TUKWILA AREA N.I.C. JUN 0 2 2015 FE FIRE EXTINGUISHER F FIRE EXTINGUISHER CABINET FHC EXISTING FIRE HOSE CONNECTION CABINET City/ Of TukWla BUILDING DIVISION PERK-11T CENTER 100 KEY NOTE FPR FIRE PROTECTION RISER CABINET � NEW/RE-LOCATED FIRE HOSE CONNECTION CABINET 9400 EGISTERED 1 TECT f R .MILLER ST E O ASHINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date I N T E R 10 R I � ARCHITECTS S E A T E L E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21BECU.0002.000 Scale: 1/8" = 114" .6TH FLOOR A0=1.0 Sheet: N 0 D E F G H J K L M N 0 I I I I I I I nP I I I I T 12770 Gateway Dr. - 4Tukwila, WA 96166 *9400GISTEREDITECT B. MILLER- ASHINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date 1AINTERIOR ARCHITECTS 12 S E A T T L EE FLOOR - REFLECTED CEILING PLAN N 1001 4TH AVENUE, SUITE 440 8= 1'-0" SEATTLE, WASHINGTON 98154 T4) TEL 206-264-9195 FAX 206-624-1525 FIXTURE SCHEDULE RCP LEGEND SHEET NOTES KEY NOTES a RECESSED LINEAR 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. NO. [KEY NOTES AS INDICATED WITH OVAL SYMBOL ON PLAN] TYPICAL 2 X 2 SUSPENDED CEILING GRID 2. TYPICAL CEILING HEIGHT IS 8'-6", U.O.N. 304 1 ST FLOOR ELEVATOR LOBBY: SPECIALTY WOOD CEILING WITH OPENINGS FOR SUSPENDED LIGHTING. ©zois INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND o RECESSED LINEAR WALL WASHER 3. PAINT ALL VISIBLE AREAS OPEN TO STRUCTURE AS ALLOWED BY CODE, U.O.N. GC TO COORDINATE ALL PAINTABLE AREAS WITH ALL TRADES. 305 1 ST FLOOR SPECIALTY SUSPENDED LINEAR FIXTURES, PENDANT MOUNTED AT VARIED HEIGHTS - SEE LIGHTING SCHEDULE WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT 4. REFERENCE LIGHTING SCHEDULE FOR MORE INFORMATION ON LIGHT FIXTURES SHOWN IN DRAWINGS. 312 RECESSED PROJECTION SCREEN THE WRITTEN CONSENT OF THE ARCHITECT. o GWB RECESSED LINEAR LED ! OPEN TO EXISTING STRUCTURE 5. PROVIDE ACCESS PANELS ONLY WHERE REQUIRED 313 RECONFIGURE LIGHTING IN STAIRWAY 209 TO ACCOMMODATE NEW CONFIGURATION "E' DECORATIVE LINEAR PENDANT 6. PROVIDE FLUSH DRYWALL TYPE ACCESS PANELS WITH CONCEALED FRAME AT ALL NON -RATED LOCATIONS, U.O.N. PROVIDE ALL PROPOSED 314 DASHED LINE REPRESENTS SUPPLEMENTAL LIGHTING AT FURNITURE SYSTEM DESIGN LOCATIONS FOR ARCHITECT REVIEW AND APPROVAL. 315 SEE PARTITION PLAN AND LUMINAIRE SCHEDULE FOR MORE INFO REGARDING CONTINUOUS LED'Z' TYPE FIXTURE AT CASEWORK o PENDANT MOUNTED LINEAR ` ;" = ; 7. ALL 2 X 2 GRID SHOWN TO BE ACT-1, U.O.N. BELOW, THIS LOCATION. GYPBOARD (SUSPENDED OR FRAMED) 8. CENTER OPEN AREA ACT ALONG GRID LINE K AND GRID LINE 7, U.O.N. o PENDANT MOUNTED LINEAR WALL WASHER 9. ALL RECESSED DOWNLIGHTS AND DEVICES TO BE CENTERED ON ACT TILES, U.O.N. 316 CONTINUOUS TYPE V' FIXTURE TO OCCUR AT BACK OF BUILT-IN BANQUETTE SEAT BELOW. 10. CENTER ACT GRID BOTH DIRECTIONS IN CLOSED ROOMS WITHOUT GLASS OFFICE FRONTS, U.O.N. 317 DASHED LINE REPRESENTS EXISTING SKYLIGHT TO REMAIN ABOVE NEW WOOD SLAT CEILING. C = _ = COVE FIXTURE 11. ALIGN ACT GRID IN ROOMS WITH GLASS OFFICE FRONTS WITH OPEN AREA ACT GRIDS, U.O.N. 318 LINE OF ROLL -DOWN SECURITY GRILLE HOOD ®SPECIALTY WOOD CEILING 12. ANGLE ACT BRACING AWAY FROM OPEN CEILING AREAS, TYPICAL. 2 X 4 TROFFER FIXTURE N R 13. G.0 TO PROVIDE PAINT MOCKUP OF EXPOSED STRUCTURE @ 1 ST FLOOR. ALLOW FOR A MINIMUM OF (2) DIFFERENT PAINT COLORS. COORDINATE WITH DESIGNER FOR REVIEW AND SELECTION. El2 X 2 TROFFER FIXTURE SPECIALTY WOOD SLAT CEILING 14. LIGHTING CONTROLS SHALL BE DESIGNED BY DESIGN BUILD ELECTRICAL ENGINEER TO MEET ALL LOCAL CODE REQUIREMENTS IN ADDITION TO GUIDELINES OUTLINED ON PLANS. ANY CONFLICT BETWEEN CODE REQUIREMENTS AND NOTED CONTROL ZONES SHALL BE BROUGHT TO TRACK MOUNTED WALL WASHER THE ATTENTION OF THE PROJECT ARCHITECTS PRIOR TO FINALIZING DESIGNS. O RECESSED DOWNLIGHT TYP. CEILING GRID AND LIGHT FIXTURE o> RECESSED WALL WASHER PENDANT MOUNTED DOWNLIGHT FIXTURE RECESSED PROJECTION SCREEN REVfEWED FOR + DECORATIVE PENDANT FIXTURE ®� CEILING MOUNTED ONE-SIDED EXIT SIGN CODE COMPLIANCE RECEIVED APPROVED CITY OF.TUKWILA F — — — A UNDER -CABINET LIGHTING 10 CEILING MOUNTED TWO-SIDED EXIT SIGN — — — OVER CABINET LIGHTING I-® WALL MOUNTED EXIT SIGN JUL 2 9 2015 JUN 0 2 2015 — — — LIGHTING IN FURNITURE SYSTEM - PERMIT CENTER COORDINATE W/MANF. AREA N.I.C. City/ Of Tukwila F--I UTILITY STRIP FIXTURE {NG DIVISION Job No: 21BECU.0002.000 Scale: 1/8" = 1'-0" Sheet: AD=3mO E F G H J K L M N 0 P Q R P7] ' ABOVE, TYP - 11 I I I � I � � � I ► I I � � I I I I 1 6TH FLOOR - FINISH PLAN N 1 /811 = 1'-0" SHEET NOTES KEY NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. 2. PROVIDE NEW FLOORING, PAINT, AND WALL BASE THROUGHOUT AREA OF WORK, U.O.N. 3. ELEVATOR CAB FINISHES TO INCLUDE NEW CARPET, SPECIALTY WALL FINISH, METAL HAND RAILS, METAL BASE, AND NEW CEILING WITH LIGHTING. 4. ALL ELEVATOR DOORS AND FRAMES TO RECEIVE NEW PAINT, U.O.N. 5. ALL OFFICE AND MEETING ROOM GLASS FRONTS ARE TO RECEIVE CUSTOM 3M FILM GRAPHIC PATTERN, FULL HEIGHT AND LENGTH, TYP. 6. PROVIDE NEW ACCENT PAINT COLOR TO 20% OF WALLS, TYPICAL THROUGHOUT, U.O.N. 7. PROVIDE NEW FINISHES TO MATCH EXISTING FINISHES IN STAIRWAY 209 MODIFICATIONS. 8. SEE SHEET A-8.8 FOR TRANSITION DETAILS REVI EWED FOR CODE COMPLIANCE APPROVED RECEIVED JUL 2 9 2015 CITY OF TUKWILA JUN 0 2 2015 City of Tukwila BUILDING DIVISION PERMIT CENTER 94001 REGISTERED VEFB. TECTMILLER HINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date 1AINTERIOR ARCHITECTS S E A T T I- E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21 BECU.0002.000 Title: PLAN Sheet:A'o=4 m 0 Scale: 1/8" = 1'-0" 1 T- 6TH FLOOR - FURNITURE PLAN 1 /8', =1'-0" 2 a �i o N 0 0 p Q R B OUT 0 co co 0 *6) (p (p 0 Q 658 OF OF 1. it 3 F�i h 11 1 1 SHEET NOTES 1. SEE "AN" SERIES SHEETS FOR ADDITIONAL NOTES AND ABBREVIATIONS. I qFIX 9400 REGISTERED-1 ARCHITECT JEFFREY B. MILLER STATE IF WASHINGTON - _ 9 FO RR EF �Jvc OA/t 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date 1AINTERIOR ARCHITECTS S E A -T T L- E 1001 4TH AVENUE, SUITE 440 N SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 KEY NOTES ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. REVfEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila BUILDING DIVISIO. . RECEIVED CITY OF.TUKWILA JUN 0 2 2015 PERM11T CENTER Job No: 21 BECU.0002.000 Scale: 1/81,= 1'-01, Tide: FURNITURE PLAR Sheet:Ao=5.0 0 2 TELLER AREA 153 - EAST 3/8" = V-0" HORIZONTALLY -MOUNTED PULL CENTERED IN CABINET DOOR ESILIENT BASE (RB-X) PLASTIC LAMINATE COUNTERTOP FILLER PANEL TO MATCH---\ (PL-X) SCRIBE TO WALL WOOD VENEER BASE CABINETS 1 (WD-X) A-8.6 0 0 \V I \V I \V I \V /1\11/ I \V I \V I \1/ I 1\1/ I (11) CABINETS AT 2'-6" EACH = 27'-6" TELLER AREA 153 - NORTH 3 3/8" = 1'-0" WOOD VENEER DIVIDER WALL PLASTIC LAMINATE MAIL SLOT (WD-X) CABINET WITH ACRYLIC DIVIDERS 14 IF PLASTIC LAMINATE PEDESTAL 2'-0" (PL-X) A-6.0 (PL-X) CASH CASH CASH m o DISP. DISP. o = _ _ _ _ = o DISP. M i I TELLER STATIONS INTERIOR - SOUTH 3/8" = 1'-011 TELLER STATIONS INTERIOR - WEST 3/8" =1'-011 0 cV TELLER STATIONS - EAST 3/8" = 1'-0" WOOD VENEER TRANSACTION TOP (SS-X) PLASTIC LAMINATE WORK SURFACE (PL-X) i CASH DISP. LOCKING PLASTIC PEDESTAL (PL-X) .o 0 0 o oC0 e M 0 16 TELLER STATION TYPICAL INTERIOR - WEST END OF WING WALL WOOD VENEER GATE (MATCH TELLER LINE DIVIDER WALL) WITH SPRING -LOADED HINGES AND CARD READER DOOR HANDLE SHIELD - m o CV � \ o +5'1 3'-0" 1'-0" 1'-6" �— GATE 5 TELLER AREA 153 GATE - EAST 38" = /1'-0" O M 0 cV 11 1 TELLER STATION TYPICAL INTERIOR - n EAST V 3/811 = 1'-0" U ENLARGED PLAN OF TELLER LINE 1 /4" = 1'-0" 15 A-8.2 V n 14 A-6.0 WOOD VENEER TRANSACTION TOP (WD-X) i WOOD VENEER FACADE PANEL BUTT JOINT i—(WD-X) i SOLID WOOD BASE (WD-X) EQUAL 8'-0" 8'-0" 8'-0,, EQUAL TELLER STATIONS - NORTH 3/8" = 1'-0" 0 0 cn r I L WOOD VENEER TRANSACTION TOP WITH SOLID WOOD EDGE TRIM EACH SIDE LED LIGHT STRIP PLASTIC LAMINATE MAIL SLOT CABINET BEYOND 2'-0" L- r, 14 TELLER LINE - TYPICAL SECTION 1 1 /211 = 1'-011 C LAMINATE WORK SURFACE & NOSING BETS WITH CABLE MANAGEMENT TROUGH VDATA OUTLETS C LAMINATE INTERIOR SURFACE VENEER FACADE PANEL WOOD BASE (MATCH VENEER) A-6.0 — 10 WOOD VENEER SIDE PANEL WITH SOLID I I I I I I I I I I EDGE TRIM GROMMET WITH CABLE N q _ I MANAGEMENTTROUGH I I I WOOD VENEER WORK SURFACE WITH 21/2" I I SOLID WOOD EDGE I I I 4" 1'-5" I 1 r POWER/DATA OUTLETS � I I I PLASTIC LAMINATE INTERIOR SURFACE I I I I I I I WOOD VENEER FACADE PANEL o _ I I a I I I m LINE OF MINIMUM KNEE SPACE CLEARANCE PER A.D.A. LU I 1 WOOD VENEER BUTT JOINT SOLID WOOD BASE (MATCH VENEER) CODE COMPL( EIS RECEIVED JUL 1 9 201511 1 CITY OF.TUMILAa JUN022015 TELLER LINE - ADA COUNT R City of TukvAla 1 1/2" =1'-0" BUILDING DIVISIaN PERMIT CENTER GISTERED vJ��F E .MILLER STATE F SHINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 Delta Issue No. Description Date I A INTERIOR ARCHITECTS S E A T T 1- E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21 BECU.0002.000 A�t^)00 Sheet: Scale: As indicated RECEPTION DESK EXTERIOR ELEVATION 2 - EAST 3/8" = 1'-0" �vvu-n� RECEPTION DESK INTERIOR ELEVATION - WEST WOOD VENEER TRANSACTION TOP WITH SOLID EDGE TRIM (WD-X) WOOD VENEER FACADE PANEL BUTT JOINT (WD-X) 0 SOLID WOOD BASE r (WD-X) I I EQUAL EQUAL RECEPTION DESK EXTERIOR ELEVATION - NORTH 3/8" = 1'-0" WOOD VENEER TRANSACTION TOP WITH SOLID EDGE TRIM (WD-X) PLASTIC LAMINATE WORK SURFACE (PLA PLASTIC LAMINATE INTERIOR GA-6 (PLA i o 0 0 0 0 M e e 2'-8" 1'-3" 2'-8" 1'-3" 2° WOOD VENEER PEDESTAL (WD-X) RECEPTION DESK INTERIOR ELEVATION - NORTH 6 3/8" = 1'-0" SOLID WOOD CAP (WD-X) SOLID SURFACE COUNTERTOP, 22 21 6"0 x 2" STAINLESS STEEL BACKSPLASH & SIDESPLASHES GROMMET FOR TRASH DISPOSAL (SS-X) \ / \----� (6) EQUAL CABINETS WOOD VENEER CABINET FRONTS (WD-X) WASTE RECEPTACLE INSIDE CABINET (N.I.C.) 41 /2" 9 COFFEE BAR - WEST 3/8" - 1'-0" COFFEE BAR - SOUTH U 3/8" = 1'-0" RECEPTION DESK EXTERIOR ELEVATION - WEST 4 3/8" = 1'-0" RECEPTION DESK INTERIOR ELEVATION n - EAST U 3/8" = 1'-0" COFFEE BAR - EAST 3/8" = 1'-0" RECEPTION DESK- SIDE PANEL 1 1 /2" = 1'-0" ENLARGED PLAN OF RECEPTION DESK 1 /2" = 1'-0" A-6.1 Q 11 gs 10 —S.S. TRASH GROMMET 1 /2" y i A-6.1 � ENLARGED PLAN OF COFFEE BAR U 3/8" = 1'-0" N 3 TRANSACTION TOP WITH SOLID WOOD = WOOD VENEER TRANSACTION TOP WITH SOLID WOOD ,CH SIDE v EDGE TRIM EACH SIDE 0 31P LED LIGHT STRIP 2" 4" PLASTIC LAMINATE PLASTIC LAMINATE WORK SURFACE & NOSING NATE INTERIOR FACE 2-0 6" X 1 " BLACK PAPER SLOT GROMMET ("MOCKETT" CP3 OR SOLID SURFACE COUNTERTOP & EQUAL) PAINT EXPOSED NOSING OVER (2) LAYERS 3/4" CABINET CUT-OUT FLAT BLACK PLYWOOD SUBSTRATE 2'41 21_6 ,_ „ 1 O SOLID SURFACE COUNTERTOP & CONTINUOUS EDGE BLOCKING NOSING OVER (2) LAYERS 3/4" (BOTH SIDES ) - - PLYWOOD SUBSTRATE r ,- SOLID WOOD TRIM r N r r r ! o r --- - ° N ! r — — — — - SOLID WOOD TRIM I ° I ° HORIZONTALLY -MOUNTED ! 9" 4" 1'-5" I DOOR PULL CHECK DROP BIN NOTE: BASE CABINET BEYOND I ° I ° (N.I.C.) NOT SHOWN FOR CLARITY ° I ° ADJUSTABLE P-LAM ' I - - - - - - - - - -� SHELF WITH PVC EDGE o I WOOD VENEER VERTICAL SUPPORT o WOOD VENEER DOOR FRONT WITH MATCHING WOOD PANELS I g 4" ° 1'_41/2" ° WITH LOCK (FLUSH WITH WOOD ON INSIDE FACE OF CHECK WRITING STAND ENDS N ° 1/2° TRIM AT COUNTERTOP) I ° ° WOOD VENEER FACADE PANEL LINE OF A.D.A. CLEAR KNEE ; WITH MATCHING WOOD PANELS SPACE o° ON INSIDE FACE OF CABINET ---J ENDS j VERTICAL SOLID SURFACE PANEL AT END I ! BLACK MELAMINE INTERIOR SOLID WOOD BASE ! i SOLID WOOD BASE CHECK WRITING STAND - TYPICAL 19 SECTION 1 1 /2" = 1'-0" 9 S 12 - R 41/2 _ 2- 7. - S 1-3 ^� 3/4" r N H D r- - - - - - - - - - - - - - I I 6 I I I S I I I I 0 o I I N I I I I I I TI q I I I I �A I I FI I I I I B I I� 2,-O, I I S IN ER 21, CHECK WRITING STAND - CHECK DROP 20 CABINET 21 COFFEE BAR - TRASH CABINET 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" )LID WOOD TRIM )LID SURFACE BACK & DE SPLASHES (1/8" VEAL AT WOOD TRIM) )LID SURFACE )UNTERTOP &NOSING JER 3/4" PLYWOOD 1BSTRATE )RIZONTALLY-MOUNTED )OR PULL 0 X 2" STAINLESS -EEL GROMMET NOCKETT"TM1B-PSS 1 EQUAL) LASH RECEPTACLE .I.C.) OOD VENEER DOOR IONTS ACK MELAMINE TERIOR )LID WOOD BASE i TRANSACTION TOP WITH SOLID WOOD NCH SIDE 3IP NATE NATE WORK SURFACE & NOSING IITH CABLE MANAGEMENT TROUGH OUTLETS NATE INTERIOR SURFACE i FACADE PANEL 3ASE (MATCH VENEER) RECEPTION DESK - TYPICAL SECTION 1 1 1 /2" = 1'-0" SOLID WOOD TRIM = SOLID SURFACE BACK & SIDE SPLASHES 1 8 REVEALAT WOOD TRIM - uSUR FACE RFACE COUNTERTOP & NOSING 2 - 41 2 7 OVER 3/4" PLYWOOD SUBSTRATE 3/4r r " N 0 0 HORIZONTALLY -MOUNTED DOOR PULL ADJUSTABLE PLASTIC o LAMINATE SHELF WITH PVC EDGE o o WOOD VENEER DOOR N ° FRONTS 2' 01, COFFEE BAR - TYPICAL SECTION 1 1/2" = 1'-0" City of Tukwila M oann 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 Delta Issue No. Description Date INTERIOR ARCHITECTS S E A T T L E 1 1 4TH AVEN E SUITE 440 00 U 1 1 4 EATTLE WA 5 S HINGTON 98 S TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21 BECU.0002.000 Scale: As indicated 11 / ENTRY AREA 104 3/8" = 1'-0" SOLID SURFACE END PANEL (MATCH COUNTERTOP) o " N n CHECK WRITING STAND - END PANEL 3/8" = 1'-0" FINISH TBD --------------------- I I---------------------, KIOSK KIOSK KIOSK F1 0 SOLID SURFACE COUNTERTOP SLOTTED GROMMET FOR CHECK & END PANELS (SS-X) DROP (CENTER ABOVE CABINET) 19 WOOD VENEER SUPPORT 20 A-6.1 PANEL &TRIM (WD-X) A-6.1 DOOR LOCK 0 N 3" 3" 4 CHECK WRITING STAND -FRONT 3/8" = 1'-0" / 7'-6" 2'-0" CHECK DROP BIN (N.I.C.) WOOD VENEER CABINET (WD-X) SOLID WOOD BASE(WD-X) ENTRY AREA 104 (CONTINUED 3/8" = 1'-0" -' E F s � z ; 1' "I' 9400 V)� UGITERED IXECT �� FRE B. MILLER STAT OF ASHINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 Delta Issue No. Description Date INT E RIO R /q ARCHITECTS -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------- -------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ---- -------------------------------------- -------------------------------------------------------------------------------- ------------------------------------------------ *'*\ -------------------------------------------------------------- SUSPENDED WOOD CEILING 11 01 A-8.2 101 0 / \ ELEVATOR LOBBY 100 - NORTH WALL 3/8" = 1'-0" EQUAL I EQUAL GLASS DIVIDER BEYOND u u u u u u / " u u u n u EQUAL EQUAL 2'-0" EQUAL EQUAL TYP. SIM. PAINTED GYPBOARD--"-� 11 -8.2 BUTT JOINT GLASS SOLID SURFACE COUNTERTOP(SS-X) WOOD VENEER 1 DOORS (WD-X) .8.6 (4) EQUAL CABINETS 1/2 EQ. CODE COMPLIANCE RECEIVED APPROVED CITY OF TUKWILA JUL 2 9 2015 JUN 0 2 2n15 13ERN'l,I T CENTEP City of Tukwila S E A T T I_ E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21 BECU.0002.000 Scale: 3/81,= 1'-0" a N , O f� N 0 ID All Sheet:A= X 2 8.1 -------------------------------------------------------- J______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________—_____________________________—_—__________ _________________________________________________________________—____________________—__________-- - 9'-7" PAINTED GYPBOARD----,,""., SUSPENDED WOOD CEILING PERPENDICULAR GLASS DIVIDER BEYOND o o 0 0 0 II It / II II II II / II II II II II II II II II 11 II II II II II II II O II II II II n u u u n u n \ u n n u ELEVATOR LOBBY 100 - SOUTH WALL 3/8" = 1'-0" EQUAL I EQUAL OPEN OFFICE 130 - NORTH WALL 3/8" = 1'-0" EQUAL I- EQUAL EQUAL I EQUAL EQUAL EQUAL 24" TYP. RECEIVED f OF TLIKWILA SUN 0 2 2015 RMIT CENTER Tukwila,12770 Gateway Dr. ,` 98169 �i1 6 I 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 Delta Issue No. Description Date AI NT E RIO R ARCHITECTS S E A T T L E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21 BECU.0002.000 IM111=114 Sheet:A=7m Scale: 3/8'. = 1'-011 I Yr. WAITING 152 - EAST WALL 3/8" =1'-011 DP WITH BACKSPLASH ET W/ ADJ. SHELVES BASE I EQ. 1111 l EQ. 16 EQ. COPY ROOM 136 - SOUTH WALL 5 3/8" = 1'-0" 6 COPY ROOM 136 - WEST WALL 3/8" = 1'-011 OPEN OFFICE 124 - SOUTH WALL 3/8" = 1'-011 OUNTERTOP PLASH ET :LVES BASE I 0 N COPY ROOM 114 -WEST WALL 3/8" = 1'-0" LAMINATE COUNTERTOP (SPLASH LAMINATE BASE 'S W/ ADJ. SHELVES LAMINATE OPEN BASE 'S AND ADJ. SHELVES LED BASE SURFACE COUNTERTOP VENEER BASE CABINETS W/ HELVES o N SUHLUULLU BASL r' i CV 4 OPEN OFFICE 130 - SOUTH WALL 3/8" = 1'-0" 8 A-8.6 EQ. EQ. EQ. Q. EQ. 1 0 A-8.6 (4) EQUAL CABINETS COPY ROOM 114 - NORTH WALL 3/8" = 1'-0" SURFACE TERTOP CABINET iJ. SHELVES RULED BASE PLASTIC LAMINATE OPEN UPPER CABINETS AND ADJ. SHELVES PL-2 UNDERCABINET LIGHTING PLASTIC LAMINATE COUNTERTOP W/BACKSPLASH PL-1 PLASTIC LAMINATE BASE CABINETS W/ ADJ. SHELVES PL-2 SCHEDULED BASE REVfEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 City of Tukwila BUILDING DIVISION DECEIVED CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER WEGISTERED �A JYvB. MILLER AVE O WASHINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 Delta Issue No. Description Date I A I N T E R 10 R ARCHITECTS S A T T I- E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21 BECU.0002.000 Scale: 3/8" = 1'-0-' Sheet:A=tu2 OPEN OFFICE 156 - WEST WALL 3/8" = 1'-0" CV co 0 N 1/2 EQ. (5) EQUAL CABINETS COPY ROOM 212 - NORTH WALL WOOD FRAME WALL COLOR) IRU WINDOW WITH (GL-X) 3S STEEL COUNTERTOP AY LAMINATE COUNTERTOP INT (PL-X) c LAMINATE UPPER S AND ADJ. SHELVES ABINET LIGHTING LAMINATE COUNTERTOP :SPLASH LAMINATE BASE S W/ ADJ. SHELVES cc 6 COPY ROOM 212 - EAST WALL 3/8" = 1'-0" SURFACE COUNTERTOP VENEER BASE CABINETS J. SHELVES 2 CONFERENCE 159 - EAST WALL 3/8" = 1'-0" LAMINATE CLOSED ;AB INETS AND ADJ. ABINET LIGHTING LAMINATE COUNTERTOP (SPLASH LAMINATE BASE 'S W/ ADJ. SHELVES n BREAKOUT 215 - NORTH WALL 3/8" = 1'-0" C LAMINATE UPPER -TS (PL-X) C LAMINATE COUNTERTOP KSPLASH(PL-X) C LAMINATE BASE =TS (PL-X) N 0 N CONFERENCE 159 - SOUTH WALL 3/8" = 1'-0" SURFACE COUNTERTOP VENEER BASE CABINETS J.SHELVES SURFACE COUNTERTOP VENEER BASE CABINETS J. SHELVES LAMINATE UPPER -S (PL-X) LAMINATE RTOPS (PL-X) LAMINATE BASE -S (PL-X) 12" (3) EQUAL CABINETS = 7'-6" CONFERENCE 224 - NORTH WALL 3/8" = 1'-0" SURFACE COUNTERTOP VENEER BASE CABINETS J. SHELVES IRU WINDOW IT -OUT (GL-X) LAMINATE RTOP (PL-X) LAMINATE BASE -S (PL-X) a �/ WGIST ERE D 1EE INGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 Delta Issue No. Description Date INTERIOR CASH ROOM PASS-THRU WINDOW CASH ROOM 155 - SOUTH CASH ROOM 155 - WEST CASH ROOM 155 - NORTHif ARCHITECTS 3/8" = 1'-0" 10 3/8" = 1'-011 11 3/8" = 1'-0" 3/8" = 1'-0" RE WED FOR CODE COMPLIANCE APPROVED JUL 2 9 2015 s City Of Tukwila BUILDING DIVISION! RECEIVED CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER S E A T T I- E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21BECU.0002.000 Scale: 3/8" = 1'-0" 1 0 0 0 0 1/2 EQ. (8) EQUAL CABINETS L TRAINING ROOM 205 - WEST WALL 3/8" = 11-0" PANTRY 207 - WEST WALL 3/8" = 1'-011 IHT TILE BACKSPLASH iFACE TOP INET W/ ADJ. SHELF BASE 2 SOLID SURFACE TOP SS-2 BASE CABINET W/ ADJ. SHELF PL-X 16 A-8.6 PANTRY 207 - NORTH WALL 3/8" = 1'-011 SCHEDULED BASE rctvFtNVED FOR LCODECE N CITY OF TUKWILA JUN 0 2 2015 PERMIT CENTER T i i 1 I 94*EAS�SHINGTON TE ER D T MILLER S 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 Delta Issue No. Description Date I A INTERIOR ARCHITECTS S E A T T I_ 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21 BECU.0002.000 Scale: 3/81,= 1'-01, gheet:A-7m4 TYPICAL PANTRY ISLAND - EAST ELEV 3/8" = 1'-011 18.6 A18.6 A-8. SURFACE COUNTERTOP I PANELS (SS-2) OUT TRASH/RECYCLE BINS SPACE SUPPORT PANEL n TYPICAL PANTRY ISLAND - SOUTH ELEV U 3/8" = 1'-011 cli / \ EO 3 5 A-8 6 ------/__ — — — — — — — — — — — _ DW 3'-0" 1 a 2'-6" 1 EQUAL 1 a 2'-1". I a 314" 1 EQUAL a I EQUAL a1'-3" roLANTRY - WEST WALL (PANTRY DESIGN INTENT: 3RD, 4TH & 5TH FLOORS) 0 N 4 1 A-8.6 A-8.6 — — REF. — — — 71 EQUAL 2'-1". (2) EQUAL CABINETS n WELLNESS ROOM - SOUTH WALL 3/8" = 1'-011 PLASTIC LAMINATE COUNTERTOP W/BACKSPLASH PL-1 PLASTIC LAMINATE BASE CABINETS W/ ADJ. SHELVES PL-2 C�j SCHEDULED BASE ACE SIDE PANEL HEIGHT TILE BACKSPLASH SOLID SURFACE COUNTERTOP, SS-2 CABINET W/ ADJ. SHELVES CHEDULED BASE TYPICAL COPY ROOM ELEV - 15 SOUTH/NORTH WALL 3/8" = 1'-011 TYPICAL PANTRY ISLAND- ISLAND n FACING WEST r 3/8" = 1'-0" a st S-7—�—l"-011 KOUT -NORTH WALL (BANQUETTE DESIGN INTENT :3RD, 4TH & 5TH FLOORS) U LAMINATE COUNTERTOP (SPLASH LAMINATE BASE 'S W/ ADJ. SHELVES LED BASE 1RFACE COUNTERTOP LAMINATE FACE PANEL URROUND BANQUETTE BANQUETTE SPEC TBD - VIINIMUM OF OINATE OPEN UPPER ND ADJ. SHELVES VET LIGHTING AINATE COUNTERTOP ASH AINATE BASE / ADJ. SHELVES BASE RECEIVED ity of Tukwila TYPICAL COPY ROOM ELEV - WEST/EAST CITY OF TUKWILA BUILDINGJpljq 16 WALL 3/s" = 1'-0" 0 2 2015 PERMIT CENTER Sheet: A= III fm5 j oAnn 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 Delta Issue No. Description Date IA INT E RIO R ARCHITECTS S E A T T I_ E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. E COMPLIANCE kPPROVED UL 2 9 2015 Scale: 3/8" = 1'-0" ..: "'X Y , , ------- - ,. / _ - / \ o 0 cV EQ. / \ /7 / \ (6) EQUAL CABINETS 1'-0" PANTRY 628 — EAST WALL 3/8" = 1'-0" / JEQ. 2'-6" HEIGHT TILE BACKSPLASH TV MONITOR TALL CABINET (WD-X) SOLID SURFACE COUNTERTOP SCRIBE TO WALL BASE CABINET W/ ADJ. SHELVES (WD-X) SCHEDULED BASE LOUNGE 600 — SOUTH WALL 3/8" = 1'-0" PANEL JOINT AT CENTER '___SOLlD SURFACE DUPLEX OUTLETS 18 14 13 COUNTERTOP (SSA 30" O.C. - - - -- --- ----------- ----- - --- '----------- ---------- ...-------------- ------------------------------- f m PANTRY 628 — ISLAND FACING WEST 3/8" = 1'-0" SOLID SURFACE COUNTERTOP AND BACKSPLASH (SS-1) / o \ 10 BOARDROOM 629 — SOUTH WALL 3/8 = 1 —011 OPEN OFFICE 620 — NORTH WALL 3/8" = 1'-0" o 0 N (11) EQUAL CABINETS EQUAL CABINETS = 10'-0" —SOLID SURFACE COUNTERTOP (SS-1) 1/2 EQ. BASE CABINETS (WD-X) BASE CABINETS (WD-X) COPY ROOM 603 — WEST WALL 3/8" =1'-011 214" (3) EQ. AT 18" = 4'-6" 11 MRIV I M T oz t- IV V PC I n MALL 3/8" = 1'-0" C LAMINATE UPPERS C LAMINATE ERTOP AND BACKSPLASH ;ABINETS (PL-2) co N i N I PULL-OUT TRASH/RECYCLE BINS (PLA KNEE SPACE SUPPORT PANEL (PL-X) PANTRY 628 — SOUTH WALL 3/8" = 1'-011 15 COPY ROOM 603 — NORTH WALL 3/8" = 1'-0" LAMINATE UPPERS JRFACE COUNTERTOP ;KSPLASH LAMINATE BINET W/ ADJ. SHELVES LED BASE 1" PANTRY 627 — EAST WALL 12 3/8" = 1'-0" 7 EQUAL CABINETS CEILING SYSTEM WALL WASH LIGHT FIXTURES PLANK WALL. FINAL DESIGN TBD. EET A-8.8 FOR DETAILS OF DESIGN SURFACE COUNTERTOP ;ABINETS (WDA OINATE UPPERS ACE COUNTERTOP 'LASH )IINATE BASE ADJ. SHELVES BASE LAMINATE 80 ru+on� uuvmvniL =RTOPT o 0 o A-8.6 o COUNTERTOP AND BACKSPLASH .................................... kBINETS 940.1 AAIST4ERED JEr EY 4,jMILLER STATE F W SHINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 Delta Issue No. Description Date INT E RI OR S E A T T I_ E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRrrTEN CONSENT OF THE ARCHITECT. - (PL-1) REVEWE FOR J o:21BECU.0002.000 CODE COMP TAN — — — — — — - APPROVED JUL 2 9 2015 31 1" (4) EQUAL CABINETS =10'-C BASE CA [NETS (PL-2) City of Tu ila WILDING DIVISION RECEIVTI 16 COPY AREA 649 — WEST WALL CITY OF TUKVlIILA Title: 3/8 = 1-o JUN 0 2 ''115 ff In A=7mb PERT 11T CENTE'. Sheet: Scale: 0 a N 0 Ln 0 CONDITION PARALLEL TO FLUTES EXPANSION ANCHOR MUST BE CONDITION LOCATED IN LOWER DECK FLUTE A, FLU' 2" MIN. IN D 4 1/2" MIN. PARTIAL HEIGHT PARTITION BRACE 18CONNECTION @ DECK HEAD CONNECTION FULL -HEIGHT PARTITION TO CONCRETE SLAB 3" =1'-0" PERPENDICULAR TO FLUTES °Q , (2) 0.145"0 X 1 1/8" POWER - DRIVEN FASTENERS @ UNDERSIDE OF STRUCTURE DIAGONAL 20 GA. STEEL ID BRACE @ 44" O.C. kLTERNATING ECTIONS ACOUSTIC SEALANT BOTH SIDES OF PARTITION UNDERSIDE OF STRUCTURE ATTACH GWB ON BOTH SIDES OF PARTITION TO METAL STUD ONLY, MIN. 1/2" BELOW METAL RUNNER TRACK METAL TOP RUNNER TRACK, ATTACH TO STRUCTURE W/ 0.145" DIA. PDF @ 24" O.C., 1-1/4" MIN. EMBEDMENT. TOP OF METAL STUD. FRICTION FIT INTO METAL TOP RUNNER TRACK. FASTEN W/ # 10 TEK SCREWS EACH SIDE OF TRACK LINE OF CEILING (WHERE OCCURS) —GWB OVER METAL STUD PARTITION INSULATION CONDITION PARALLEL TO FLUTES (4) #10 SCREWS INTO PLATE (3/8"0 HILTI KWIK BOLT AT 16" O.C. INTO CONCRETE, IF WALL OCCURS AT FLUTE) CONCRETE FILLED METAL DECK a a ; •d• "a CONDITION PERPENDICULAR TO FLUTES 6 GA. PLATE X 6" @ 24" O.C. IETAL STUD ;WIK BOLT @16" O.C. LAB REWS, TYP. ,F TRACK ARTITION 6 GA. X 4" WIDE SHEI IETAL. SECURE TO VE RAMING WITH (2) #1 CREWS PER STUD ONTINUOUS CLEAT A VALL-MOUNTED UNIT 4LIGN WITH CENTER 1 ACKING PLATE) VALL-MOUNTED UNIT PLAN SECTION TYPICAL PARTITION BACKING FOR OBJECTS UNDER 25 LBS. PER LINEAL FOOT PARTITION • 4 xx PROVIDE ADDITIONAL SHEET METAL BACKING AT UPPER CABINETS, SHELVES, ETC. AS { I REQUIRED ! MIN. (2)16 GA. STUDS PER - BACKING PLATE 6" X 16 GA. UN -PUNCHED SHEET a METAL TRACK. NOTCH LEGS AT VERTICAL FRAMING MEMBERS AND ATTACH WITH (3) #10 SCREWS AT - `D EACH STUD (TWO STUDS MINIMUM) EXTEND MINIMUM 6" BEYOND a POINTS OF CONNECTION - -- CONTINUOUS CLEAT AT WALL- MOUNTED UNITS (ALIGN WITH CENTER OF BACKING PLATE) WALL -MOUNTED UNIT ---""SECTION PLAN MINIMUM (2)16 GA. METAL STUDS PER BACKING PLATE , 6" X 16 GA. UN -PUNCHED SHEET METAL TRACK. NOTCH LEGS AT VERTICAL FRAMING MEMBERS AND ATTACH WITH (3) #10 SCREWS AT EACH STUD (TWO STUDS MINIMUM) EXTEND MINIMUM x 6" BEYOND POINTS OF CONNECTION x ISOMETRIC TYPICAL PARTITION BACKING FOR WALL -MOUNTED OBJECTS WITH MAXIMUM VERTICAL LOAD OF 100 LBS. PER LINEAL FOOT OR 250 LBS POINT LOAD NOTE: 1. COORDINATE BACKING PLATE LOCATION WITH ACESSORY MANUFACTURER'S MOUNTING INSTRUCTIONS. 2. SEE STRUCTURAL DRAWINGS FOR PARTITION BLOCKING AND/OR FRAMING FOR HEAVIER LOADS. 3. PROVIDE PARTITION BACKING AT ITEMS SUCH AS SHELVING, MILLWORK, WALL -MOUNTED RESTROOM FIXTURES, HANDRAILS, BRAG BARS, SIGNAGE, TOILET ACCESSORIES, ETC. AS REQUIRED FOR PROPER ATTACHMENT AND AS REQUIRED BY THE G.C. TYPICAL BACKING PLATE DETAIL 3" = 1'-0" TEK SCREWS OF PLATE / Z-CLIP / METAL TRACK / JRE SCREWS EACH SIDE OF RUNNER TRACK UNNER TRACK IETAL STUDS AT 16" O.C. (USE SAME 4DJACENT WALL FRAMING) ANGLE BRACE AT 4'-0" IN ALTERNATING ECTIONS, USE SAME SIZE AND GAUGE AS MCAL STUDS. (2) #10 SCREWS EACH END DIAGONAL BRACE #10 TEK SCREWS EACH SIDE OF RUNNER TRACK HEADER FRAMING F 20 GA. RUNNER TRACK CONDITION AT OPENING I. INTERIOR WINDOW OR DOOR OPENING _ I A-L- (WHERE OCCURS) HEAD CONNECTION FULL -HEIGHT FRAMING HEAD SECTION (OPENINGS PARTITION TO STEEL / CONCR. DECK GREATER THAN 8 FEET) 20 15 3�� = 1'-0" 3 1 -0 = C " .d _ - : d •' " oa _ 2" X 2" X 3/16" STEEL TUBE AT 64" O.C. MAXIMUM + + UNDERSIDE OF + + I i STRUCTURE I v" `\ 2" X 2" X 14 GA. ANGLE WITH (4) 1 PROVIDE METAL STUDS ON EACH SIDE OF 0.139 X 1 1/2" POWDER -ACTUATED I I z STEEL TUBE AND ATTACH WITH 3/8"0 X LONG BOLTS AT 24" O.C. VERTICAL 21/2" FASTENERS IN UNDERSIDE OF DECK I o � 21/2" X 20 GA. DIAGONAL STUD I o ` �� oo BRACE AT 4'-0" O.C. IN I 1 = � �' ` ALTERNATING DIRECTIONS I i I � I I Lu 20 GA. STUD RUNNER CHANNEL cn INSULATION (WHERE INDICATED) I I i I 1 I I 3/16" WELD ALL AROUND TUBE AT 1/4" THICK STEEL BASE PLATE - SUSPENDED CEILING SYSTEM (4) 3/8"0 HILTI KWIK BOLT TZ WITH 2" EMBED ,; :; (1) LAYER 5/8" GWB EACH SIDE IN 7/16"0 HOLES ; TYPE C01: 21/2" X 20 GA. STUDS AT 16" O.C. S, TYPE CO2: 21/2" X 20 GA. STUDS AT 24" O.C. To OKWILA TYPE CO3: 3 5/8" X 20 GA. STUDS AT 16" O.C. „ TYPE C04: 3 5/8" X 20 GA. STUDS AT 24" O.C. 1 TYPE C05: 6" X 20 GA. STUDS AT 16" O.C. F I mim"A I A L C E T E R *S BASE TYPE C06: 6" X 20 GA. STUDS AT 24" O.C. 104C 1" METAL RUNNER FASTEN TO SLAB WITH FLOOR FINISH POWDER -ACTUATED FASTENER 1/8"0 21/2° WITH 3/4" MIN. PENETRATION AT 16" O.C. 21/2" MIN. CONCRETE SLAB CONTINUOUS SEALANT EACH SIDE AT ISOMETRIC VIEW PARTITIONS WITH SOUND INSULATION ADJUST PLATE SIZE AS REQUIRED FOR EDGE/SPACING REQUIREMENTS ;.4;� 12770 Gateway r. PARTITION TYPE G01-G06 (LOW HEIGHT PARTITION TYPE C01-006 (THROUGH WA 98168 9 SUPPORT TUBE) GRID)Tukwila, 5 3 —1 0 3" = 1'-0" d ° ,d ° d• a d INFILL DECK FLUTES (WHERE OCCURS) UNDERSIDE OF STRUCTURE CONTINUOUS SEALANT EACH SIDE 20 GA. DEFLECTION RUNNER WITH SLOTTED LEGS FRICTION FIT STUD TO RUNNER TRACK. SECURE WITH (2) #10 X 1" R-ST SCREWS CEILING (WHERE OCCURS) (1) LAYER 5/8" GWB EACH SIDE OF STAGGERED STUDS W/1/2" MIN. GAP BTWN TYPE J01:1 5/8" X 20 GA. STUDS AT 16" O.C. TYPE J02:1 5/8" X 20 GA. STUDS AT 24" O.C. INSULATION TYPE J03: 21/2" X 20 GA. STUDS AT 16" O.C. (WHERE TYPE J04: 21/2" X 20 GA. STUDS AT 24" O.0 INDICATED) TYPE J05: 3 5/8" X 20 GA. STUDS AT 16" O.C. TYPE J06: 3 5/8" X 20 GA. STUDS AT 24" O.C. —UNDERSIDE OF STRUCTURE HORIZONTAL HAT CHANNEL BLOCKING AT CEILING PERIMETER EDGE ANGLE SUSPENDED CEILING SYSTEM (1) LAYER 5/8" GWB TYPE F01: 7/8" X 20 GA. HORIZONTAL HAT CHANNELS AT 16" O.C. TYPE F02: 7/8" X 20 GA. HORIZONTAL HAT CHANNELS AT 24" O.C. HORIZONTAL HAT CHANNEL BLOCKING AT 4'-0" O.C. MAXIMUM FACE OF WALL (EXISTING OR NEW) (WHERE INDICATED) CHANNEL AT FLOOR ` '4° ° 7-7 NOTES: 1. COVER GAPS AT PENETRATIONS WITH FIRE TAPE. 2. CUT GWB TO FIT _ AROUND FLUTES WHERE WALLS ARE PERPENDICULAR TO DECK 12 FLUTES. 3. PARTITION TO COMPLY WITH U.L. FIRE TEST NON - BEARING WALLS: U411, U419 BEARING WALLS: U423, U425 WHERE OCCURS, INFILL DECK FLUTES WITH FIRE SAFING AND SCRIBE TO UNDERSIDE OF DECK (2) LAYERS 5/8" TYPE-X GWB EACH SIDE. FILL VOIDS WITH FIRE CAULKING UNDERSIDE OF STRUCTURE CONTINUOUS FIRE CAULKING EACH SIDE 20 GA. DEFLECTION RUNNER WITH SLOTTED LEGS FRICTION FIT STUD TO RUNNER TRACK. SECURE WITH (2) #10 X 1" R-ST SCREWS (WHERE OCCURS) :RS 5/8" TYPE-X GWB EACH SIDE 16: 21/2" X 20 GA. STUDS AT 16" O.C. 17: 3 5/8" X 20 GA. STUDS AT 16" O.C. 18: 3 5/8" X 20 GA. STUDS AT 24" O.C. 19: 6" X 20 GA. STUDS AT 16" O.C. TYPE A10: 6" X 20 GA. STUDS AT 24" O.C. TYPE J07: 6" X 20 GA. STUDS AT 16" O.C. NSULATION (WHERE INDICATED) TYPE J08: 6" X 20 GA. STUDS AT 24" O.C. BASE BASE METAL RUNNER FASTEN TO SLAB WITH _ METAL RUNNER FASTEN TO SLAB WITH CONTINUOUS SEALANT AT POWDER -ACTUATED FASTENER 1/8"0 '_ POWDER -ACTUATED FASTENER 1/8"0 PARTITIONS WITH INSULATION BASE WITH 3/4" MIN. PENETRATION AT 16" O.C. FLOOR FINISH 1/2" MIN WITH 3/4" MIN. PENETRATION AT 16" O.C. CONTINUOUS FIRE CAULKING EACH SIDE CONTINUOUS SEALANT EACH SIDE FINISHED FLOOR OVER CONCRETE SLAB FLOOR FINISH CONCRETE SLAB CONCRETE SLAB ,4 . 101 y d • 4. a• PARTITION TYPE J01-J08 (DOUBLE STUD, PARTITION TYPE F01 & F02 (FURRING PARTITION TYPE A06-Al0 (2 HOUR ACOUSTIC) 6 CHANNELS) 2 RATED) 3 —1-0 off a - " UNDERSIDE OF STRUCTURE (2) 0.14" POWDER -ACTUATED FASTENERS INTO CONCRETE DECK WITH 3/4" EMBED o � ` 21/2" X 20 GA. DIAGONAL METAL STUD BRACING AT 44" O.C. MAXIMUM IN ALTERNATING DIRF(..T1nnlc FASTEN DIAGONAL BRACE) TO CEILING RUNNER TRACK WITH (2) #6 TEK SCREWS NOTE: DETAIL BASED ON HERMAN MILLER W-WALL" DEMOUNTABLE _ PARTITION SYSTEM i� ° d PARTITION TYPE L01 (DEMOUNTABLE PARTITION) FOR REFERENCE ONLY = 1'-0" 3" SUSPENDED CEILING SYSTEM (GRID RUNS THROUGH) CONTINUOUS SEAL CEILING RUNNER TRACK (V2110) PRE -MANUFACTURED, DEMOUNTABLE WALL PANEL SYSTEM (HERMAN MILLER V2000 SERIES OR V5000 SERIES) 4" OR 6" BASE TRIM (V2130) FLOOR RUNNER (V212) SECURED TO SLAB WITH (2) 0.14 POWDER -ACTUATED FASTENERS WITH 3/4" EMBED NOTE: DETAIL IS SHOWN FOR REFERENCE ONLY (SEE MANUFACTURER'S DATA SHEET FOR ACTUAL MATERIALS AND INSTALLATIONI ' INFILL DECK FLUTES (WHERE OCCURS) UNDERSIDE OF STRUCTURE CONTINUOUS SEALANT 20 GA. DEFLECTION RUNNER WITH SLOTTED LEGS FRICTION FIT STUD TO RUNNER - TRACK. SECURE WITH (2) #10 X 1" I R-ST SCREWS CEILING (WHERE OCCURS) WALL (WHERE OCCURS) (1) LAYER 5/8" GWB TYPE F04: 1 5/8" X 20 GA. STUDS AT 16" O.C. ' TYPE F05: 1 5/8" X 20 GA. STUDS AT 24" O.C. TYPE F06: 21/2" X 20 GA. STUDS AT 16" O.C. METAL RUNNER FASTEN TYPE F07: 21/2" X 20 GA. STUDS AT 24" O.C. TO SLAB WITH POWDER- TYPE F08: 3 5/8" X 20 GA. STUDS AT 16" O.C. ACTUATED FASTENER TYPE F09: 3 5/8" X 20 GA. STUDS AT 24" O.C. 1/8"0 WITH 3/4" MIN. TYPE F10: 6" X 20 GA. STUDS AT 16" O.C. PENETRATION AT 16" O.C. TYPE F11: 6" X 20 GA. STUDS AT 24" O.C. � INSULATION (WHERE INDICATED) CONCRETE SLAB CONTINUOUS SEALANT 1/2' FLOOR FINISH G A - ,d d'° "d PARTITION TYPE F04-F11 (STUD FURRING) 7 3" = 1'-0" INFILL DECK FLUTES (WHERE DA OCCURS) �NDERSIDE OF STRUCTURE CONTINUOUS SEALANT EACH SIDE 20 GA. DEFLECTION RUNNER WITH SLOTTED LEGS FRICTION FIT STUD TO RUNNER TRACK. SECURE WITH (2) #10 X 1" R-ST SCREWS CEILING (WHERE OCCURS) (1) LAYER 5/8" GWB EACH SIDE TYPE B01: 21/2" X 20 GA. STUDS AT 16" O.C. TYPE B02: 21/2" X 20 GA. STUDS AT 24" O.C. TYPE B03: 3 5/8" X 20 GA. STUDS AT 16" O.C. TYPE B04: 3 5/8" X 20 GA. STUDS AT 24" O.C. TYPE B05: 6" X 20 GA. STUDS AT 16" O.C. BASE TYPE B06: 6" X 20 GA. STUDS AT 24" O.C. INSULATION (WHERE INDICATED) FLOOR FINISH METAL RUNNER FASTEN TO SLAB WITH POWDER -ACTUATED FASTENER 1/8"0 CONCRETE SLAB WITH 3/4" MIN. PENETRATION AT 16" O.C. CONTINUOUS SEALANT EACH SIDE PARTITION TYPE 1301-1306 (FULL HEIGHT, NON RATED) 3 3" - 1'-0" 9400 EGISTERED A TECT R B. MILLER ST E OF ASHINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date INTERIOR ARCHITECTS PARTITION PARALLEL TO BEAM d= b- _ ° WHERE OCCURS, INFILL DECK FLUTES WITH ACOUSTIC S A T T L- T 3/4" MDF LID (PAINTED TO MATCH WALL) - °p INSULATION AND SCRIBE TO UNDERSIDE OF DECK (1) OFF -CENTER CONDITION I I DOUBLE STUDS @ EACH SIDE OF OPENING FINISHED JAMB BEYOND ' ° ; " x (WHERE OCCURS) ° ° d `° LAYER 5/8" GWB EACH SIDE. FILL VOIDS WITH 2" X 2" X 16 GA. SHEET METAL ANGLE WITH (2) # METAL J- BEAD AT GWB EDGE .y ACOUSTIC CAULKING ' CONCRETE SLAB OR 3/4" PAINTED WOOD CAP WITH EASED ' x 10 SCREWS EACH LEG AT TOP AND BOTTOM AND ,_ „ CONC. FILLED METAL DECK TOP OF PARTITION: +8 6 UNDERSIDE OF STRUCTURE 1001 4TH AVENUE SUITE 440 AT EACH END OF BOX BEAM — — — — — — — — — — — — — — — EDGES OVER 1/8 (BLACK) SOLID SHIM PARTITION PARALLEL TO BEAM CONDITION STRUCTURAL 1„ BEAM IIN - L ` `-16 GA. Z-CLIP @ 48" O.C. MAX. #10 TEK SCREWS, TYP. 1/8 2-12 1/8 2-12 EACH SIDE OF TRACK CONT. SLIP TRACK - GAUGE TO MATCH WALL STUD - FREE TO MOVE VERTICALLY IN DEFLECTION RUNNER TRACK CONTRACTOR'S OPTION: IN LIEU OF WELD USE (2) CONTRACTOR'S OPTION: IN LIEU OF WELD USE 0.145"0 POWDER -DRIVEN FASTENERS INTO STEEL (2) 0.145"0 POWDER -DRIVEN FASTENERS INTO BEAM AND (2) #10 TEK SCREWS AT Z-CLIP (SHOWN STEEL BEAM AT 12" O.C. (SHOWN DASHED) DASHED) HEAD CONNECTION FULL -HEIGHT PARTITION TO STRUCTURAL BEAM = 1'-0" 3" (HOLD SHIM BACK 1/8 FROM FACE) CONTINUOUS SEALANT EACH SIDE S EATTLE WAS H I N GTON 98154 MINIMUM (2) 3 5/8 X 18 GA. STUDS AS SHOWN SOFFIT: (2) LAYER 5/8" GWB ON UNDERSIDE + (1) J-BEAD AT GWB EDGE 20 GA. DEFLECTION RUNNER WITH TEL 206-264 , 9195 FAX 206-624-1525 LAYER 5/8" GWB ON TOP SIDE OVER 3 5/8" X 16 GA. SLOTTED LEGS #10 SCREWS @ 16" O.C. FOR FULL LENGTH OF - 3/4" F.R. TREATED WOOD BLOCKING BOX BEAM r STUDS AT 16" O.C. FRICTION FIT STUD TO RUNNER TRACK. rx] STUD RUNNER CHANNELSECURE WITH (2) #10 X 1" R-ST SCREWS STANDARD RUNNER TRACK TO MATCH SIZE AND--- GAUGE OF STUDS AT TOP AND BOTTOM OF BEAM = _ " I 1 WHERE NO CEILING OCCURS, EXTEND OUTER LAYER ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND I 1 1 LAYER 5/8" GWB EACH SIDE WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE UNDERSIDE OF SOFFIT: +7'-11 3/4" I I () OF GYPBOARD TO UNDERSIDE OF STRUCTURE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT _ - — _ — - — _ — - — - — - — - — _ — TYPE G01: 21/2" X 20 GA. STUDS AT 16" Q.C. THE WRITTEN CONSENT OF THE ARCHITECT. 1 TYPE G02: 21/2" X 20 GA. STUDS AT 24" O.C. BOX BEAM AT OPENINGS UP TO 8 FEET (2) LAYER 5/8" GWB EACH SIDE OF 3 5/8" X 20 GA. I 1 TYPE G03: 3 5/8" X 20 GA. STUDS AT 16" O.C. CEILING (WHERE OCCURS) 16 (SECTION) STUDS AT 16" O.C. i i TYPE G04: 3 5/8" X 20 GA. STUDS AT 24" O.C. _ 3" = 1'-0" - - - z I 1 _ TYPE G05: 6" X 20 GA. STUDS AT 16" O.C. _ r - 21/2" X 21/2" X 3/16" STEEL TUBE POST 4'-0" TALL a I TYPE G 6: 6" X 2 STUD T 24" O.C. 5/8" GW 0 0 GA S A IL-1 WITH BASE PLATE AT 6'-0" O.C. MAX. (SIMILAR TO (2) LAYERS BEACH SIDE (OUTER LAYER 1 2" X 2" X 3/16" STEEL TUBE POST WITH BASE TERMINATES 4" ABOVE CEILING) PARTITION TYPE G01 - G06 LOW -HEIGHT SUPPORT w I 1 PLATE AT 6'-0" O.C. MAX. AND AT UNSUPPORTED TYPE B07: 21/2" X 20 GA. STUDS AT 16" O.C. TUBE DETAIL) PARTITION END (SEE LOW -HEIGHT SUPPORT TYPE BOB: 21/2" X 20 GA. STUDS AT 24" O.C. - HORIZONTAL RUNNER BELOW OR I POST DETAIL) TYPE B09: 3 5/8" X 20 GA. STUDS AT 16" O.C. X ACOUSTIC BATT INSULATION HEADER ABOVE (WHERE OCCURS) I 1 `�q�- x I I I I METAL RUNNER FASTEN TO SLAB WITH TYPE 610: 3 5/8" X 20 GA. STUDS AT 24" .C. ICE V Fi !ED F o o: 2 ECU.0002.000 BASE I I METAL RUNNER FASTEN TO SLAB WITH I I POWDER -ACTUATED FASTENER 1/8"0 BASE TYPE 611: 6" X 20 GA. STUDS AT 16" O.0 61/8 POWDER -ACTUATED FASTENER 1/8 0 BASE TYPE B12: 6" X 20 GA. STUDS AT 24" O.0 Ct7I3E C MPLlANCE DOUBLE STUDS AT EACH SIDE OF OPENING WITH 3/4" MIN. PENETRATION AT 16" O.C. I 1 = WITH 3/4" MIN. PENETRATION AT 16" O.C. J APPROVED FLOOR FINISH I i I I FLOOR FINISH INSULATION (SEE PARTITION LEGEND FO TYPE) 1 FLOOR FINISH -=' I I CONTINUOUS SEALANT EACH SIDE METAL RUNNER FASTEN TO SLAB WITH JUL 9 2015 CONCRETE SLAB I I CONTINUOUS ACOUSTICAL SEALANT EACH SIDE I 1 1 I I ;'- POWDER -ACTUATED FASTENER 1/8"0 x I I CONCRETE SLAB CONCRETE SLAB _ WITH 3/4" MIN. PENETRATION AT 16" O.0 2" X 2" X 16 GA. SHEET METAL ANGLE WITH X (2) #10 SCREWS EACH LEG AT TOP AND ° ° CONTINUOUS ACOUSTIC CAULKING EAC SIDE CltY O Tul�Nlia BOTTOM OF BOX BEAM (WHERE OCCURS) ° , ° b - ALD1N DIVISIG RECEI a <�_ . > < - TITS T I .h' CITY OF TUKWILA Tide: PARTITION TYPE G07 -ACOUSTICAL PARTITION TYPE 1307-612 (FULL HEIGHT, JUN 2 2"15 DOUBLE STUD AT OPENINGS (PLAN LOW -HEIGHT AT BOARDROOM ALCOVE) n PARTITION TYPE G01-G06 (LOW HEIGHT) NON RATED, ACOUSTIC) SECTION) 12 „ _ , ( 8 „ _ 4 _ PERMIT CEN'¢'E Sheet:A=8nO 1 3 —1-0 3 —1-0 3 —1-0 3 =1-0 Scale: 3" = 1'-0" FIRE -RATED U.L. LABELED CAULK/FIRESTOPPING. COORDINATE WITH PARTITION / FLOOR RATING, PENETRATION MATERIALS AND TABLE BELOW t", IT' RATED PARTITION FIRE -RATED U.L. LABELED CAULK/FIRESTOPPING AND PACKING. COORDINATE WITH PARTITION / FLOOR RATING, PENETRATION MATERIALS AND TABLE BELOW CRATED CONCRETE FLOOR NOTE: PENETRATIONS IN FIRE -RESISTIVE PENETRATION TYPE ASSEMBLY (FIRE RATING) U.L. NUMBER WALL, PARTITIONS AND FLOORS WHERE PROTECTED OPENINGS ARE REQUIRED SHALL BE FIRE STOPPED USING APPROVED MATERIALS SECURELY INSTALLED AND CAPABLE OF MAINTAINING THEIR INTEGRITY AND PREVENTING MOVEMENT OF HOT FLAMES OR GASES THROUGH THE VOID SPACES BETWEEN PENETRATING MATERIALS AND WALLS, PARTITIONS AND FLOORS WHEN TESTED IN ACCORDANCE WITH IBC. ALSO SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR PIPING, CONDUIT AND POKE-THRU DETAILS STEEL PIPE & IRON PIPE CONC. WALL OR FLOOR CAJ1001 (2-HR) CAJ1003 CABLES CONC. WALL (2-HR) CAJ3085 STEEL PIPE & IRON PIPE GYPSUM BOARD WALL WL1001 (1-HR & 2-HR) INSULATED METAL PIPE GYPSUM BOARD WALL WL5001 (1-HR & 2-HR) CABLES GYPSUM BOARD WALL WL1093 (1-HR & 2-HR) PENETRATION AT RATED FLOOR OR 15 WALL 1 1 /2" = 1'-0" SEMI -RECESSED FIRE EXTINGUISHER n CABINET V 311 = 1 1-011 2 EL N R METAL STUD PARTITION FIRE EXTINGUISHER CABINET JALL CAVITY DEPTH REQUIRED -URER. PAINT SEMI -GLOSS, H PARTITION, U.O.N. PENING WITH METAL STUDS SEAL SOUND PAD TO BACK OF GWB ALL AROUND CONTINUOUS ACOUSTICAL SEALANT ALL AROUND OUTLET BOX APPLIED FROM INSIDE BOX 0(/ PROVIDE ACOUSTIC INSULATION BEHIND OUTLET BOX I COVER PLATE GWB AND METAL STUD PARTITION WITH ACOUSTIC INSULATION NOTE: STAGGER OUTLETS ON OPPOSITE SIDES OF THE PARTITION BY 16" (WHERE OCCURS) PARTITION TYPE A01-A05 (1 HOUR RATED) 3" = 1'-0" BACK-TO-BACK OUTLETS (PLAN 0 SECTION) 3" = 1'-0" INTERIOR PARTITION AT CONCRETE WALL 3" = 1'-0" PARTITION AT RATED WALL 12 3 =1-0 "'" 11WITH PAINTABLE SEALANT CORE WALL TION JOINT WITH ACOUSTIC SEALANT (OR CAULKING AT RATED PARTITIONS) AND :R WITH DRYWALL TAPE AND MUD EXISTING ROOF STRUCTURE STUD RUNNER CHANNEL AT UNDERSIDE OF DECK ATTACH STRAPPING TO EVERY JOIST TOP & BOTTOM ATTACH STRAPPING TO EVERY JOIST TOP & BOTTOM _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ AT 104" O.C. (FASTEN STRAPPING ENDS AT SOLID AT 10'-0" O.C. (FASTEN STRAPPING ENDS AT SOLID — BLOCKING) SEE STRUCTURAL DRAWINGS BLOCKING) STEEL JOISTS: 8" X 16 GA. (80OS165-54) AT 24" O.C. STEEL JOISTS: 8" X 16 GA. (80OS165-54) AT 24" O.C. (DESIGN CRITERIA: 16'SINGLE SPAN MAX.,10 PSF (DESIGN CRITERIA: 16'SINGLE SPAN MAX.,10 PSF DEAD LOAD, 30 PSF LIVE LOAD, L/360 LIVE LOAD DEAD LOAD, 30 PSF LIVE LOAD, L/360 LIVE LOAD DEFLECTION) FASTEN JOISTS AT ENDS TO PARTITION DEFLECTION) FASTEN JOISTS AT ENDS TO PARTITION TOP RUNNER CHANNEL (3 5/8" MINIMUM BEARING) TOP RUNNER CHANNEL (3 5/8" MINIMUM BEARING) +14'-0" WINDOW POCKET/ MULLION HEIGHT — — +14'-0" TOP OF PARTITION I, J-BEAD AT GWB EDGE (TYPICAL) + SOLID BLOCKING BETWEEN JOISTS AT 104" O.C. SOLID BLOCKING BETWEEN JOISTS AT 10'-0" O.C. + + MAX. AT (2) BAYS EACH END OF JOIST SYSTEM MAX. AT (2) BAYS EACH END OF JOIST SYSTEM FASTEN END JOIST TO PARTITION FRAMING AT EACH STUD FASTEN END JOIST TO PARTITION FRAMING AT + 3 5/8" X 20 GA. 450 DIAGONAL STUD BRACE AT 4'-0" PLENUM EACH STUD + + PLENUM O.C. - SECURE TO JOIST SPACE o SPACE -' 5/8" GWB OVER 3 5/8" X 20 GA. METAL STUDS AT ROLLER SHADE (WHERE OCCURS) 0 16" O.C. GWB OVER 3 5/8" X 20 GA. METAL STUDS AT SUSPENDED ACT CEILING SYSTEM 16" O.C. (HANG FROM JOISTS) +11'-0" CEILING / MULLION HEIGHT +11'-0"CEILING HEIGHT 1'-0"• 31/2" ACOUSTIC BATT INSULATION ABOVE CEILING 31/2" ACOUSTIC BATT INSULATION ABOVE CEILING SUSPENDED ACT CEILING SYSTEM ACOUSTIC BATT INSULATION INSIDE PARTITION (HANG FROM JOISTS) +1U-0" TOP 0_F OPENING ACOUSTIC BATT INSULATION HEADER BOX BEAM: (2) 3 5/8" X 16 GA. RUNNER !ETWEEN CHANNELS TOP & BOTTOM NESTED WITH (2) 6" X 16 GA. STUDS CONTINUOUS ABOVE OPENING 1 STUD FACE OF EXISTING WINDOW MULLION GLASS RETURN AT DEMISING WALL BEYOND END OF OFFICE DEMISING WALL BEYOND = x cs c� U Lu C] Z w SEALANT q o co 0 0 0 EXISTING PERIMETER CURTAIN WALL SYSTEM / GLASS FACADE IN ALUMINUM FRAME CORE WALL, SHAFT WALL, RATED WALL, JSTIC PARTITION OR DEMISING WALL & METAL STUD PARTITION CORE WALL, SHAFT WALL, RATED WALL, 1STIC PARTITION OR DEMISING WALL (AT PING CONDITIONS, REMOVE CORNER BEAD R TO APPLYING NEW TAPE AND MUD) OINT WITH ACOUSTIC SEALANT (OR FINISHED FLOOR �•+—� a a_ - c e a - _d n•d _-9_ •ae • a � a l e•. a•da -dn c na 9 _ .. aid- e _ - - _ - _ -Z PARTITION AT 1 ST FLOOR OFFICE PERIMETER WINDOW WALL 111 = 1'-011 1/4" DOUBLE -STICK FOAM TAPE WITH BLACK SEALANT 5/8" GWB OVER METAL STUDS WITH CORNER BEADS AT GWB EDGE (DO NOT SCREW STUD TO MULLION) (2) STUDS BETWEEN WINDOW SILL AND HEAD INSULATION (WHERE OCCURS) 17zi i � I I I FULL -HEIGHT STUD I FINISHED FLOOR .d a•d .a a d° PARTITION AT 1 ST FLOOR OFFICE 2 FACADE 1 " = 1'-0" SPLICE JOISTS AT 450 DAIGONAL STUD BRACE 6-0" INBOARD FROM CENTER OF PARTITION FACADE (SEE STRUCTURAL DRAWINGS) 16 GA. RUNNER CHANNEL WEB STIFFENER INSIDE TOP OF METAL STUD I I JOIST ABOVE WALL FRAMING PARTITION FRAMING i I - 16 GA. RUNNER CHANNEL (+13'-4") I I 6 0 (N.T.S.) WEB STIFFENER INSIDE JOIST I I 20 GA. R NNER CHANNEL - AT TOP F WALL FRAMING PLENUM PLENUM SPACE o SPACE +1 +14'-0" TOP OF GWB + r----- J-BEAD + +--+-+ 16 GA. RIM TRACK WITH CONT. CLIP AT CORNER CLIP ANGLE AT BACK OF JOIST 20 GA. RUNNER CHANNEL 8" X 16 GA. STEEL JOISTS AT 24" O.C. +11'-0" CEIL. HGT.. rent CAULKING AT RATED PARTITIONS) AND 31/2" ACOUSTIC BATT SUSPENDED ACT CEILING COVER WITH DRYWALL TAPE AND MUD I EDGE OF WINDOW SILL INSULATION ABOVE CEILING SYSTEM (HANG FROM JOISTS) i FILL JOINT WITH ACOUSTIC SEALANT (OR FIRE 1/4" 3/4"MDF (MUD INTO GWB) ACOUSTIC BATF INSULATION CAULKING AT RATED PARTITIONS) AND COVER I FACE OF WALL BELOW SILL �IN PARTITION - - - WITH DRYWALL TAPE AND MUD 5/8" GWB OVER 20 GA. AT WALL METAL STUDS AT 16" O.C. ALIGN CENTER PARTITION ON BETWEEN OFFICES (SEE PARTITION TYPE FOR AT END WALL GWB & METAL STUD PARTITION WINDOW MULLION STUD WIDTH) PARTITION TO EXTERIOR WINDOW PARTITION AT 1 ST FLOOR OFFICE PARTITION AT RATED WALL CORNER n MULLION (CENTERED) PLENUM SPACE 13 3" = 1'-0" 6" = 1'-0" 3 1" = 1'-0" CENTER PARTITION ON WINDOW MULLION CORNER BEAD AT GWB EDGE 1/4" DOUBLE -STICK FOAM TAPE WITH BLACK i SEALANT (DO NOT SCREW STUD TO MULLION) STANDARD HORIZ. HEADER i (2) STUDS BETWEEN WINDOW SILL AND HEAD TRACK TO MATCH SIZE & GAUGE I FULL -HEIGHT STUD STUDS. USE 18 GA. FOR L —1 OPENINGS UP TO 3'-0" WIDE AND OPENINGS INSULATION (WHERE OCCURS) z x I 16 GA. FOR OPENINGS 34" TO 5'-0" WIDE 1/4" i METAL STUD AND GWB PARTITION x I (SEE PARTITION PLAN FOR TYPE) OPENING CLIP TRACK LEGS AND BEND I — — Z SECURE WITH (2)#10 SCREWS — o FRAME OPENING WITH DOUBLE STUD AT SIDES Q z x I u, "' C/) I 8" MINIMUM N x F STANDARD HORIZ. SILL TRACK I I TO MATCH SIZE & GAUGE OF STUDS. USE 18 GA. FOR OPENINGS UP TO 3'-0" WIDE AND 16 GA. FOR OPENINGS 3'-0" TO 54" WIDE I I CORNER BEAD (TYPICAL) PROVIDE DOUBLE STUDS 3/4" MDF (MUD INTO GWB) PAINT TO MATCH WALL AT EACH SIDE OF OPENING EDGE OF WINDOW SILL FACE OF WALL BELOW SILL FRAMING HEAD & SILL ELEVATION PARTITION TO EXTERIOR MULLION n (OPENINGS UP TO 6 FEET) (OFF -CENTER DOG LEG) $ 3 -1-0 311 -1-0 11 I : w EL LL- ACOUSTIC PARTITION AT EXTERIOR CURTAIN WALL DOOR 3" = 1'-0" EXISTING EXTERIOR DOOR IN CURTAIN WALL CENTERLINE OF PARTITION (OFFSET FROM MULLION CENTERLINE) EXISTING WINDOW MULLION 1/4" DOUBLE —STICK FOAM TAPE WITH BLACK SEALANT (DO NOT SCREW INTO EXISTING WINDOW MULLION) 3/4" MDF AT PARTITION END (MUD INTO GWB AND PAINT TO MATCH WALL) TAPE AND MUD NEW GWB PARTITION INTO EXISTING SILL WALL BELOW CORNER BEAD a 9400 REGISTERED ECT ffFRMILLER HINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS / REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date INTERIOR ARCHITECTS S E A T T L_ E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. (2) STUDS BETWEEN SILL AND HEAD LL R171% D F No: 1BECU.0002.000 VOIDS WITH ACOUSTIC BATT INSULAT 60DE CO PLIANCE APPR VED FACE OF SILL WALL BELOW JUL 2 C 2015 EDGE OF WINDOW SILL City Of Tlukwila FULL -HEIGHT STUD (SLAB TO STRUC SING n1111SIrIKI OUSTIC PARTITIa69(S__E_� �IYL C17� OF TUIC1�fILA J U N 0 2 ^5 PER;SIT CENTER Scale: As indicated (2) POWDER -ACTUATED FASTENERS INTO DECK AT 16" O.C. 12 GAUGE HANGER WIRES AT 24" O.C. WITH DIAGONAL BRACING. SEE TYPICAL SUSPENDED 21/2" X 20 GA. 450 DIAGONAL STUD BRACING CEILING BRACING DETAILS FOR MORE BOTTOM OF STRUCTURE AT 4'-0" O.C. IN ALTERNATING DIRECTIONS TO INFORMATION. (ANGLE DIAGONAL BRACING AWAY STRUCTURE ABOVE FROM PERIMETER - TYPICAL) #10 TEK SCREWS, TYPICAL EACH SIDE OF 15/16" HEAVY-DUTY T-BAR CROSS TEE TRACK ` \ 15/16"HEAVY-DUTY T-BAR MAIN RUNNER I I #8 VERT. & #12 DIAGONAL SUSPENSION 20 GA. RUNNER TRACK TOP AND BOTTOM WIRES (SEE TYPICAL SUSPENDED CEILING STRIP LIGHT FIXTURE (APPROX. SIZE: 3" X 5 I I \ _ _ \ BRACING DETAILS) 3/4") PROVIDE CONTINUOUS MOUNTING BLOCK 8" MAX. WITH SHIM AS SHOWN (IF REQ'D) I I \ ` +�� 5/8" GWB OVER 3 5/8" X 20 GA. METAL ` STUD FRAMING AT 16" O.C. SUPPORT CLIP (BY CEILING CONTRACTOR) ' + I METAL STUDS LAP AND ALIGN AS INDICATED SUSPENDED GWB CEILING: MATCHING PERIMETER TRIM BOARD + i 5/8" GWB OVER 7/8" X 20 GA. HAT CHANNELS AT (BY CEILING CONTRACTOR) I I (2) #10 TEK SCREWS I 2-0" O.C. OVER 1 1/2" COLD -ROLLED STEEL I I + CHANNELS AT 4'-0" O.C. 0 0 T I (2) #10 TEK SCREWS EACH LEG AND EACH — — — — — ° I I STUD _ SUSPENDED GWB CEILING OPTION: ANGLE CLIP (BY CEILING CONTRACTOR) — — — — — — — — — — — 5/8" GWB OVER 15/16" HEAVY-DUTY SUSPENDED T-BAR GRID WITH "ARMSTRONG" 4" X 4" X 20 GA. CONTINUOUS ANGLE - - _ -- - -- - --- - -_- GYPBOARD ATTACHMENT CLIPS #DWACS OR 6" 1/4°-------- I — SIMILAR EXPANSION GAP I X PROVIDE CORNER BEAD AT GWB EDGE PLAN DIMENSION — — — — — — T & G WOOD PLANK CEILING CLIPPED TO SUSPENDED T-BAR GRID SUSPENDED ACT CEILING SYSTEM WITH EDGE ANGLE SUSPENDED WOOD PLANK CEILING ACT-TO-GWB FLUSH CEILING EDGE SUSPENDED SOFFIT FRAMING SECTION TRANSITION 9 1 3" = 1'-0" 13 3" = 1'-0" 3" = 1'-0" METAL STUD STRUTS AT EACH 21/2" X 20 GA. 450 DIAGONAL STUD BRACING AT VERTICAL STUD 8" MINIMUM 4'-0" O.C. TO STRUCTURE ABOVE (AT ALTERNATING LOCATIONS FROM DIAGONAL BRACING BELOW) NANGLE DIAGONAL BRACING � -� 21/2" X 20 GA. STUDS AT 16" O.C. WIRES AWAY FROM OPEN SUSPENDED ACT CEILING SYSTEM + TO STRUCTURE ABOVE CEILING EDGE AT PERIMETER ` -!- WITH EDGE ANGLE + + HEAVY-DUTY 15/16" SUSPENDED \ ` / PROVIDE STUD BLOCKING AT + CEILING ATTACHMENT HEIGHT T-BAR GRID WITH 12 GAUGE RECESSED PROJECTION SCREEN HANGER WIRES (SEE CEILING HOUSING BRACING DETAILS) 21/2" X 20 GA. 450 DIAGONAL STUD BRACING AT 4'-0" O.C. TO STRUCTURE coABOVE } 24" MIN. (SEE RCP FOR LOCATION) I I I I PROJECTOR SCREEN RECESSED IN ACT ZCEILING J 3" = 1'-0" TREATED BLOCKING EACH 3REQUIRED) IDED CEILING EDGE ANGLE DE OF HOUSING IDED ACOUSTIC CEILING I )OOR (PAINT TO MATCH CEILING GRID) (WHERE OCCURS, SEE PLAN) = v (2) LAYER 5/8" GWB EACH SIDE OF 3 5/8" X 20 GA. STUDS AT 16" O.C. TO UNDERSIDE OF DECK SUSPENDED GWB CEILING/SOFFIT 21 METAL STUD BLOCKING (AS REQUIRED) CORNER BEAD ACOUSTIC BATT INSULATION 3/4" PAINTED MDF LID (MATCH WALL COLOR) TOP OF LID: +8'-6" (ALIGN WITH GWB CEILING - - - INSIDE BOARDROOM) SEE DETAIL #12/A-8.0 FOR _ MORE INFORMATION GWB CEILING HEIGHT: +8'-6" r21 ALCOVE HGT: -' +7'-11 3 4" (2) 3 5/8" X 16 GA. METAL LALCOVE SOFFIT: (2) LAYER 5/8" GWB STUD BOX BEAM (SPAN ON UNDERSIDE + (1) LAYER 5/8" GWB WALL-TO-WALL) ON TOP SIDE OVER 3 5/8" X 16 GA. STUDS AT 16" O.C. ACOUSTIC WALL ABOVE BOARDROOM 19 ALCOVE 3" = 1'-0" STUD BLOCKING 3/4" PAINTED MDF LID (MATCH SOFFIT COLOR) 21-8" CTSK SCREW THRU INTO STUD FRAMING J-BEAD AT RUNNER J-BEAD AT GWB EDGE CHANNEL GWB EDGE co + + = CORNER BEAD BOX BEAM (SPAN WALL-TO-WALL): (2) 3 5/8" X 16 GA. STUDS NESTED IN (2)16 GA. RUNNER CHANNELS (SEE STRUCTURAL) ALCOVE SOFFIT: 5/8" GWB OVER 3 5/8" X 20 GA. STUDS AT 16" 0 C FASTEN HORIZONTAL AND VERTICAL STUDS TOGETHER WITH (4) #8 SCREWS AT MAX. DISTANCE RT ,USTIC BATT INSULATION GWB ON 3 5/8" STUDS AT 16" O.C. 2" X 21/2" X 3/16" X 48" HIGH STEEL TUBE POST i BASE PLATE AT 64" O.C. MAX. (SIMILAR TO TITION TYPE G01 - G06 LOW -HEIGHT SUPPORT E DETAIL) ALCOVE CEILING CANTILEVER AT 6TH FLOOR 3" = 1'-011 EXTRUDED ALUMINUM PERIMETER EDGE TRIM ("ARMSTRONG AXIOM" OR EQUAL) 1co ® ® r N co N BOTTOM DRYWALL STRAIGHT TRIM ("ARMSTRONG" #AXBTSTRWH OR EQUAL) 5/8" GWB OVER SUSPENDED GRID ("ARMSTRONG" GWB ATTACHMENT CLIP #DWACS OR EQUAL) SUSPENDED GWB CEILING WITH "AXIOM" EDGE TRIM 6" = 1'-0" FULL -HEIGHT PARTITION (1) LAYER 5/8" GWB OVER 21/2" X 20 GA. STUDS AT 24" O.C. TO UNDERSIDE OF DECK 45° DIAGONAL BRACING: 21/2" X 20 GA. STUDS 1'-6" J-BEAD AT AT 4'-0" O.C. (SEE GWB EDGE .' STRUCTURAL) + + + + I + + CONTINUOUS — — 21/2" X 21/2" i X 20 GAUGE i I+ ANGLE I I + I o + N + + I + CORNER + + + BEAD + + + , +9'-0" A.F.F. 5" R.O. 41/2" 1'-0" R.O. RECESSED LIGHT FIXTURE CEILING: 5/8" GWB OVER 21 2 X 20 GA. STUDS AT 24" O.C. SUPPORT JOISTS: 21/2" X 20 GA. STUDS AT 24" O.C. WITH MIN. (3) #8 SCREWS AT EACH CONECTION RECESSED LINEAR LIGHT FIXTURE AT WALL CANTILEVERED CEILING ABOVE TELLER LINE 1 1/2" = 1'-0" \ ` 5/8" GWB OVER 3 5/8" X 20 GA. METAL ` STUD FRAMING AT 16" O.C. TO STRUCTURE ABOVE SUSPENDED ACT CEILING SYSTEM WITH EDGE ANGLE PROVIDE STUD BLOCKING AT CEILING ATTACHMENT HEIGHT 5/8" GWB OVER 3 5/8" X 20 GA. METAL STUD FRAMING AT 16" O.C. OPTIONAL SUSPENDED GWB CEILING SYSTEMS: -- I SUSPENDED GWB CEILING (CONVENTIONAL: u"—, I 5/8" GWB OVER 7/8" X 20 GA. HAT CHANNELS + i AT 2'-0" O.C. OVER 1 1/2" COLD -ROLLED STEEL U_ I CHANNELS AT 4'-0" O.C. + w SUSPENDED GWB CEILING (T-BAR GRID): n 5/8" GWB OVER 15/16" HEAVY-DUTY SUSPENDED T-BAR GRID AT 24" O.C. WITH "ARMSTRONG" GYPBOARD ATTACHMENT CLIPS #DWACS OR SIMILAR PROVIDE CORNER BEAD AT GWB EDGE ACT CEILING AT DROP GWB SOFFIT 10 3" = 1'-0" UNDERSIDE OF STRUCTURE 3 5/8" X 20 GA. STUD RUNNER AT UNDERSIDE OF DECK J-BEAD AT GWB EDGE 5/8" GWB OVER 3 5/8" X 20 GA. METAL STUD FRAMING AT 16" O.C. 7- 2 1/2" X 20 GA. 450 DIAGONAL STUD BRACING AT 44" O.C. IN ALTERNATING DIRECTIONS TO STRUCTURE ABOVE #8 VERT. & #12 DIAGONAL SUSPENSION WIRES (SEE TYPICAL SUSPENDED CEILING BRACING DETAILS) +1 SUSPENDED GWB CEILING: + 5/8" GWB OVER 7/8" X 20 GA. HAT CHANNELS AT 2-0" O.C. OVER 1 1/2" COLD -ROLLED STEEL + CHANNELS AT 4'-0" O.C. SUSPENDED GWB CEILING OPTION: 5/8" GWB OVER 15/16" HEAVY-DUTY — SUSPENDED T-BAR GRID AT 2-0 O.C. WITH "ARMSTRONG" GYPBOARD ATTACHMENT CLIPS ` #DWACS OR SIMILAR PROVIDE CORNER BEAD AT GWB EDGE SUSPENDED GWB CEILING WITH FASCIA TO DECK 3" = 1'-0" UNDERSIDE OF STRUCTURE 3 5/8" X 20 GA. STUD RUNNER AT UNDERSIDE OF DECK J-BEAD AT GWB EDGE 5/8" GWB OVER 3 5/8" X 20 GA. METAL STUD FRAMING AT 16" O.C. TO UNDERSIDE OF STRUCTURE 20 GA. 450 DIAGONAL STUD BRACING O.C. IN ALTERNATING DIRECTIONS TO URE ABOVE T. & #12 DIAGONAL SUSPENSION SEE TYPICAL SUSPENDED CEILING 3 DETAILS) DED ACT CEILING SYSTEM WITH EDGE ALIGN WITH GWB) i POWDER -ACTUATED ANGLE CLIP PINNED TO CEILING STRUCTURE ANCHOR AT CEILING CLIP AND BOLTED TO VERTICAL COMPRESSION BRACE 8" 8° MAX 12 GAUGE VERTICAL MAX VERTICAL COMPRESSION POST: USE 1 "0 EMT HANGER WIRE (TYP.) AT 6'-0" O.C. MAXIMUM (MAXIMUM 10 FOOT 1" X 2" X 12 GA. MIN. LENGTH) SUSPENDED T-BAR STEEL STRAP WITH GRID 5/16"!� DRILL -IN EXPANSION ANCHOR ACOUSTIC CEILING TILE 12 GAUGE SPLAY WIRE BRACING IN PLANE OF EACH TEE, VERTICAL 1/8"0 POP RIVOT AT ALL TEES ALONG ONE ANGLE AT 450 IN BOTH DIRECTIONS WALL IN CEILING PERIMETER EDGE ANGLE ° (96 SQ. FT. MAX PER BRACE. START ° WITHIN 44" OF WALL) ANGLE CLIP FASTENED TOo STRUCTURE AND BOLTED TO lo 5/16"0 DRILL -IN VERTICAL COMPRESSION BRACE EXPANSION ANCHOR 12 GA. HANGER WIRE ° TICAL 1 " X 2" X 12 GA. MIN. WBOTH DIRECTIONS m e < ° 451TYPICAL STEEL STRAP (MINIMUM (3) TIGHT ° #12 HANGER WIRE AT 4'-0" O.C. IN WRAP OVER 1" VERTICAL 1 "0 EMT CONDUIT BOTH DIRECTIONS (ALL HANGER DISTANCE) MAIN RUNNER SEISMIC STRUT AT 6'-0" O.C. WIRES TO HAVE MINIMUM (3) (MAXIMUM LENGTH:10'-0") TIGHT WRAPS OVER 1" DISTANCE) 45° CROSS TEE 12 GAUGE SPLAY WIRE BRACING IN PLANE OF EACH TEE, 45°VERTICAL ANGLE IN BOTH SPLAY WIRE BRACING &COMPRESSION POST DIRECTIONS, 96 SQ. FT. MAX., START WITHIN 44" OF WALL MAIN 45° 1 a A° BRACING NOTES MAIN RUNNER M% .m 1. VERTICAL POSTS MAY NOT BE REQUIRED IN SOME NOTE: PROVIDE SEISMIC JOINT AT CITIES AND NOT ENFORCED IN ALL SEISMIC ZONES. a °e. CEILING AREAS GREATER THAN CROSS TEE 2. BRACING WIRES TO BE ATTACHED A MAXIMUM OF CLIP m , , %° "o TEE CROSS 2,500 SQUARE FEET 450 TO THE PLANE OF THE CEILING AND PARALLEL TO THE COMPONENTS AT THE BRACING POINT. BRACE ��® Gateway �' SUSPENDED ACT SEISMIC BRACING WIRES TO BE TAUT AND TIED AT BOTH ENDS WITH (3) TIGHT WRAPS MINIMUM. SEISMIC JOINTTukwila, 98168 5 Tv = 1'-011 POWDER -ACTUATED SEISMIC JOINT CLIP NOTES FASTENER AT CEILING CLIP 1. PROVIDE SEISMIC JOINT FOR EVERY 2,500 SQUARE 8" MAX. FEET OF CEILING AREA. POWDER -DRIVEN FASTENER ("HILTI" OR EQUAL) 12 GAUGE VERTICAL WIRE 2. [CC #ESR 1308 (FOR ARMSTRONG BERC CLIP ONLY) (TYPICAL) SHEET METAL ANGLE CLIP ANCHORED TO UNDERSIDE OF STRUCTURE GENERAL NOTES FOR (4)12 GAUGE STEEL HANGER WIRES VERTICALLY AT �1/8" POP RIVOTS AT ALL MEMBERS 9400 450 IN OPPOSING DIRECTIONS HITECT REGISTERED ON TWO ADJACENT WALLS STANDARD CEILING SYSTEMS WALL ANGLE (TYP.) 1. INSTALL PER ASTM C636. 2. CONSULT LOCAL BUILDING CODE FOR ADDITIONAL UNDERSIDE OF MILLER REQUIREMENTS OUTSIDE OF MANUFACTURER'S SATEF WASHING ON STRUCTURE INSTALLATION INSTRUCTIONS (INCLUDING, BUT NOT LIMITED TO, BRACING OF TRANSITIONS AND ADDITIONAL SEISMIC REQUIREMENTS). 3. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. COMPRESSION STRUT SUSPENDED ACOUSTIC CEILING IN T-BAR GRID N OTE: 1. AREA OF CEILING SUPPORTED NOT TO EXCEED 144 SQ. FT. 2. MAXIMUM BRACE SPACING NOT TO EXCEED 12-0" O.C. EACH WAY, 6'-0" MAX. FROM WALL. 3. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2 INCH DISTANCE FROM CROSS RUNNER. SUSPENDED ACOUSTIC CEILING HANGER WIRES POWDER -DRIVEN FASTENER ("HILTI" OR EQUAL) SHEET METAL ANGLE CLIP ANCHORED TO UNDERSIDE OF STRUCTURE (4)12 GAUGE STEEL HANGER WIRES VERTICALLY AT 450 IN OPPOSING DIRECTIONS L UNDERSIDE OF STRUCTURE COMPRESSION STRUT 4" MAX. 1 112" COLD -ROLLED STEEL CHANNELS AT 4'-0" O.C. — ------ ---- — 7/8" X 20 GA. HAT CHANNELS AT 24" O.C. NOTE: PAINTED GYPBOARD 1. AREA OF CEILING SUPPORTED NOT TO EXCEED 144 SO. FT. 2. MAXIMUM BRACE SPACING NOT TO EXCEED 124" O.C. EACH WAY, 6'-0" MAX. FROM WALL. SUSPENDED GYPBOARD CEILING HANGER WIRES SPLAY WIRE BRACING REF. IBC \ ASCE 3-4 PAGE 2, INSTALLATION, ITEM 3.: 3. LATERAL FORCE BRACING: WHERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT PROVIDED, HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR N0.12 GAGE WIRES SECURED TO THE MAIN RUNNERS WITHIN 2 INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. 1 SUSPENDED CEILING HANGER WIRES 1 1/2" = 1'-0" 12 GA. WIRE DIAGONAL SEISMIC BRACING AT 4'-0" O.C. MAX. o SUSPENDED CEILING LIGHT (2) SEISMIC HOLD - FIXTURE DOWN CLIPS AT EACH END OF FIXTURE -12 GAUGE FIXTURE HANGER WIRES AT EACH CORNER OF FIXTURE (HANGER WIRES PROVIDED BY CEILING CONTRACTOR) 12 GAUGE LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO STRUCTURE WITH A MINIMUM OF (3) TIGHT WRAPS AT EACH CONNECTION POINT RECESSED FLUORESCENT LIGHT FIXTURE CROSS TEE `L PROVIDE CORNER BEAD AT GWB vPROVIDE CORNER BEAD AT GWB EDGES EDGES MAIN RUNNER ACT CEILING AT DROP ACT CEILING 12 ACT CEf-0,LING AT GWB FASCIA TO DECK RECESSED LIGHT FIXTURE BRACING = 1 16 $ 3 =1-0 3 1 1 /211 = 1'-011 21/2" X 20 GA. 450 DIAGONAL STUD BRACING _ AT 4'-0" O.C. IN ALTERNATING DIRECTIONS TO - STRUCTURE ABOVE co #8 VERT. & #12 DIAGONAL SUSPENSION WIRES (SEE TYPICAL SUSPENDED CEILING BRACING DETAILS) = I cs _- twz- _ o +I CC SUSPENDED ACT CEILING SYSTEM U_ ;,- WITH EDGE ANGLE U � _ C!° 1--: u Z I- 600 MAX. TYP. 45° 45° ACOUSTIC CEILING PANEL m o CAT C 3/8" CLEARANCE BERC 2 2 TYPICAL SUSPENDED CEILING DIAGRAM 1 1/2" =1'-0" SHEET METAL CUP WITH FAST APPROPRIATE FOR STRUCTURI BOLT TO VERTICAL COMPRESf STRUT. FIELD VERIFY ACTUAL CONDITIONS 0.005 STEEL TUBING VERTICAL COMPRESSION STRUT 12 GA. WIRE BRACES AT 4 (4) DIRECTIONS TIED TO M RUNNER AND CROSS TEE, SELF -TAPING #8 X 1/2' SCREW CLIP ON END OF VERTICAL_ STRUT SIUL VILW SECTION VIEW OF STRUCTURE FICAL RE E SPRING STEEL )N END OF SAL STRUT TAPING #8 X RIVE SCREW RUNNER T-BAR bRi COMPRESSION STRUT SIZING TABLE MINIMUM SIZE MAXIMUM VERTICAL OF MEMBER SPAN OF ASSEMBLY 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 2 PROGRESS /REVIEW ISSUE 01/16/2015 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date INTERIOR ARCHITECTS S E A T T L_ E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTRUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WffHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 1/2" EMT CONDUIT 0.042" WALL TH. 4'-0" REVIEWED FOR 3/4" EMT CONDUIT 0.049" WALL TH. 5'-2" o' Scale: As indicated C661 1" EMT CONDUIT 0.057" WALL TH. 6'-6" APPROVED 11/4" EMT CONDUIT 0.065" WALL TH. 8'-2" 11/2" EMT CONDUIT 0.065" WALL TH. 9'-10" 2" EMT CONDUIT 0.065" WALL TH. 11'-4" JUL 2 9 2015 21/2" EMT CONDUIT 0.072" WALL TH. 16'-6" 3" EMT CONDUIT 0.072" WALL TH. 20'-2" REC IVEO ' 4" EMT CONDUIT 0.083" WALL TH. 1-5/8"X25GA. STUD 264" 6'-T CITY OF TUKWILA City Of TUkWI� 2-1/2"X25 GA. STUD 10'-6" BUILDING DIVISION 3/4" X 1/2" X 0.059 CHANNEL 1-1/2" X 9/16" X 0.059 CHANNEL 2'-2" J U N 2'4" 2 2015 DETAILS CENTER TitiXEILUNG PERMIT SUSPENDED ACT COMPRESSION STRUT ill = 1'-0" Y SUSPENDED WOOD SLAT CEILING EDGE 5 311 = 11-011 ACT CEILING AT DROP GWB SOFFIT 311 = 11-011 >00 GRID I EXISTING SPANDREL PANEL EXISTING CONCRETE FLOOR SLAB iANGER WIRES AT 24" O.C. WITH >00 3RACING. SEE TYPICAL SUSPENDED >00 a` °° ACING DETAILS FOR MORE >00 DN. (ANGLE DIAGONAL BRACING AWAY °_ ;< ^ p " , ' ° :°<•- a ' ; ; _ " METER -TYPICAL) _ ; - : ° d >00 n_ n dY-DUTY T-BAR CROSS TEE ° ° a "�•- - ' _ - - _ >00 VY-DUTYT-BAR MAIN RUNNER `a; a _ .°'°a. >00 >00 >00 >00 >00 a- a °a - EXISTING CONCRETE JOIST PERIMETER TRIM BOARDLu i CONTRACTOR) EXISTING CONCRETE BEAM -------------------------- 1J- EXTEND GWB COLUMN ENCLOSURE TO UNDERSIDE ' (BY CEILING CONTRACTOR) BEAM (WHERE REQUIRED) 4 ---- ---- -- —— — — -- — — — — — —— ——— — — — — —— — —— ------------------ � —LINE REMOVED) ;�; OF CEILING (WHERE GAP '�� I X 4" X 1/8" X CONTINUOUS ALUMINUM ANGLE CLOSURE - FASTEN TO HORIZONTAL MULLION WITH BLACK DOUBLE -STICK FOAM TAPE - MATCH MULLION LE CEILING SLATS (SEE FINISH COLOR FOR SIZE AND SPACING) WINDOW BLINDS T' I EXISTING CURTAIN WALL SYSTEM (VISION GLASS) "CROSS -PIECE BACKER (BLACK) EXISTING COLUMN ENCLOSURE BEYOND 12 GAUGE HANGER WIRES AT 24" O.C. WITH DIAGONAL BRACING. SEE TYPICAL SUSPENDED CEILING BRACING DETAILS FOR MORE INFORMATION. (ANGLE DIAGONAL BRACING AWAY FROM PERIMETER - TYPICAL) SPRINKLER LINE 15/16" HEAVY-DUTY T-BAR GRID 1/2" X 1 1/4" CROSS -PIECE BACKER (BLACK) IN -FIELD CUT-OUT (REFER TO SPRINKLER MANUFACTURER FOR RECOMMENDED CUT-OUT AND TRIM) SPRINKLER HEAD WOOD GRILLE CEILING SLATS (SEE FINISH SCHEDULE FOR SIZE AND SPACING) OPEN CEILING AT PERIMETER CURTAIN WALL 1 If = 11-011 ACT CEILING AT PERIMETER CURTAIN WALL 311 = 11-011 SPANDREL PANEL PERIMETER CONCRETE BEAM HORIZONTAL CURTAIN WALL BLINDS )ED ACT CEILING SYSTEM k.F.F. AT FLOOR LEVELS 2 - 6) OUS BENT METAL TRIM CLOSURE - FASTEN ION WITH 1/8" BLACK DOUBLE -STICK FOAM DINT TO MATCH CEILING GRID VERTICAL CURTAIN WALL EXISTING HORIZONTAL CURTAIN WALL MULLION WITH SPANDREL PANEL ABOVE POWDER -ACTUATED FASTENERS INTO UNDERSIDE OF CONCRETE BEAM EXISTING PERIMETER CONCRETE BEAM ±1/4" CAULK JOINT AT MULLION I I I I _ + W I >o J W - 5/8" GWB ON 3 5/8" STUDS AT 16" O.C. CORNER BEAD WINDOW BLINDS EXISTING VERTICAL CURTAIN WALL MULLION GWB CEILING AT PERIMETER CURTAIN WALL 'tit IQiIY 21/2" X 20 GA. 450 DIAGONAL STUD BRACING AT 4'4' O.C. TO STRUCTURE ABOVE #8 VERT. & #12 DIAGONAL SUSPENSION WIRES (SEE TYPICAL SUSPENDED CEILING BRACING DETAILS) 5/8" GWB OVER 7/8" X 20 GA. HAT CHANNELS AT 2-0" O.C. WITH 1 1/2" COLD -ROLLED STEEL CHANNELS AT 4'4' O.C. SUSPENDED GWB CEILING OPTION: 5/8" GWB OVER 15/16" HEAVY- DUTY SUSPENDED T-BAR GRID AT 24" O.C. WITH "ARMSTRONG" GYPBOARD ATTACHMENT CLIPS #DWACS OR SIMILAR FULL -HEIGHT PARTITION (SEE PLAN FOR TYPE) NOTE: 2-HOUR RATED PARTITION AT LEVEL 2 PANTRY ONLY (2 LAYERS 5/8" TYPE=X GWB) 5/8" GWB OVER 3 5/8" X 20 GA. STUDS AT 16" O.C. TO STRUCTURE ABOVE CONTINUOUS 20 GAUGE RUNNER CHANNEL - FASTEN AT EACH WALL STUD WITH (2) #8 PAN -HEAD SCREWS CONTINUOUS 2" X 2" X 20 GAUGE SHEET METAL ANGLE (FOR GWB ATTACHMENT) "ALCOVE CEILING: 5/8" GWB OVER 3 5/8" X 16 GA. STUDS AT 16" O.C. 2'-0" MAXIMUM /—CORNER III I BEAD III I ' III I III I + + I I 1 4- Ico III 4-1RE WED FOR � III I + + +8'-0" PLOD CO N - - - - - APPROVED III I I I I I CORNER III I I I I FASTEN HORIZONTAL STUDS BOX BEAM: (2) 3 5/8" X 16 I BEAD III I I I I TO VERTICAL STUDS WITH GA. STUDS NESTED WITH I JUL 2 9 2015 III I I I I MINIMUM (4) #8 SCREWS (2) 4" X 20 GA. RUNNER III I I II"*� CHANNELS FURRED PARTITION �.71111 11 I VA t I� 9400 EGISTEPED TECT FR Y B" MILLER OFIVVASHINGTON 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 Delta Issue No. Description Date INT E RI OR ARCHITECTS S E A T T I- E 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Scale: As indicated III I I it I III I I I I (AT LEVEL 2 PANTRY ONLY) I CI of Tukwila III I I I I ALIGN END OF SOFFIT I ,kLUILMING DIVISION III I I I I WITH FACE OF WING WALL. I RECENOTE: SEE STRUCTURAL DRAWINGS III I I I I ADDITIONAL FRAMING INFORMATIONFOR (NEAR SIDE & BEYOND) CITY OF.TUKWI Title: L DETAILS a _ N N JUN 0 2 2015 OENT ALCOVE CEILING SOFFIT AT PANTRY PERBA4 1 112t1= 1'-011 4"' EIS Sheet:A=8o3 12" (NTS) 'UNISTRUT" P1001 BEAM WITH HANGER RODS & DIAGONAL BRACING (SEE STRUCTURAL DRAWINGS) _ I ACOUSTIC BATT INSULATION 'UNISTRUT" P1001 X 16" LONG AT EACH I SET OF RODS - SPACING PER OPERABLE — — — — — — — — I — — — — PARTITION MANUFACTURER I (SEE STRUCTURAL DRAWINGS) HANGER BRACKET & HANGER RODS (BY I 41/2" I ffn _ - �Il _ OPERABLE PARTITION MANUFACTURER) 1 1/2" X 1 1/2" X 16 GA. X CONTINUOUS 5 3/4" 2 7/8" SHEET METAL ANGLE EACH SIDE I _ (2) LAYERS 5/8" GWB OVER 21/2" X 20 GA. STUDS AT 16" O.C. (SEE FULL-HGT Ln PARTITION DET. FOR CONNECTION TO DECK) PHILLIPS PAN -HEAD SCREW L CORNER BEAD 'UNISTRUT" P1001 BEAM WITH HANGER RODS & DIAGONAL BRACING 12" (NTS) (SEE STRUCTURAL DRAWINGS) ACOUSTIC BATT INSULATION 121 'UNISTRUT" P1001 X 16" LONG AT EACH SET OF RODS - SPACING PER OPERABLE PARTITION MANUFACTURER (SEE STRUCTURAL DRAWINGS) _ HANGER BRACKET & HANGER RODS (BY OPERABLE PARTITION MANUFACTURER) I 1 1/2" X 1 1/2" X 16 GA. X CONTINUOUS — — n — — — — — — — — — — SHEET METAL ANGLE EACH SIDE 41/2" (2) LAYERS 5/8" GWB OVER 21/2" X 20 GA. 5 3/4" STUDS AT 16" O.C. (SEE FULL-HGT PARTITION DET. FOR CONNECTION TO DECK) \ �—SUSPENDED ACT CEILING (SEE RCP) UNDERSIDE OF GWB SOFFIT (SEE RCP FOR CORNER BEAD SUSPENDED ACT HEIGHT) PROVIDE METAL J-BEAD AT GWB CEILING FLUSH EDGE UNDERSIDE OF GWB SOFFIT (SEE RCP) WITH SOFFIT TRACK (FLUSH WITH SOFFIT) I .; STEEL 4-WHEEL BALLBEARING TROLLEY (SEE RCP) OPERABLE GLASS PARTITION PANEL �, ROLL -FORMED 11 GAUGE STEEL TRACK ±4" WITH AIR SPACE BETWEEN I WITH ALUMINUM GUIDE RAIL - WHITE (SEE SPEC. MANUAL) VINYL TOP SEAL I OPERABLE PARTITION 12" (NTS) 12" (NTS) BASIS OF DETAIL DESIGN: MODERNFOLD 12" (NTS) 12" (NTS) BASIS OF DETAIL DESIGN: MODERNFOLD 'MOVEO' MD-03B WITH #G-150 TRACK 'ACOUSTI-SEAL' 932 WITH#17 TRACK OPERABLE GLASS PARTITION TRACK OPERABLE ACOUSTIC PARTITION TRACK SUPPORT SUPPORT 1 13 3" = 1'-0" 3" = 1'-0" I 5/8" F.R. BLOCKING N GWB COLUMN WITH 900 STUD SURROUND FIXED JAMB WITH I BLOCKING (BY Q GWB CORNER PARTITION MFG'R) BEAD I o <; I ACOUSTIC PARTITION EXPANDABLE PANEL CLOSURE (BY PARTITION MFG'R) LINE OF GWB SOFFIT ABOVE 12" (NTS) I I 12" (NTS) I EDGE OF GWB I SOFFIT ABOVE � I BASIS OF DETAIL DESI N: MODERNFOLD � i OPERABLE GLASS 'MOVED' WITH #MD-2 B EXPANDABLE I PARTITION CLOSURE PANEL I OPERABLE GLASS PARTITION JAMB AT COLUMN n 3" = 1'-0" BASIS OF DETAIL DESIGN: MODERNFOLD 'MOVED' WITH #MD-46B FIXED JAMB 2'-0" GWB SOFFIT ABOVE AT TRACK 12" (NITS) 12" (NTS) I FIXED JAMB WITH BLOCKING (BY i PARTITION MFG'R) I OPERABLE GLASS PARTITION ACOUSTIC PARTITION (SEE PLAN FOR TYPE) i ti GWB CORNER I BEAD 1 1/2" I I -• r ±3/4" 1 1/4" F.R. BLOCKING WITH 900 STUD i FILL VOID WITH BATT INSULATION i ALUMINUM RELITE FRAME EDGE OF ACT CEILING ABOVE I OPERABLE GLASS PARTITION JAMB AT 19 WALL 3" = 1'-0" ACOUSTIC PARTITION: (2) LAYERS 5/8" GWB OVER METAL STUDS WITH BATT INSULATION (SEE PARTITION PLAN FOR TYPE) 2X F.R. TREATED WOOD BLOCKING WITH METAL STUD SUPPORT CAULK BETWEEN GWB AND JAMB CORRIDOR SIDE FLEXIBLE INSIDE CORNER BEAD WITH MUD AT ANGLED JOINT NOTE: DEGREE OF ANGLE EACH SIDE OF PARTITION CENTERLINE IS EQUAL AT EACH OFFICE (BUT VARIES BETWEEN 2ND AND 6TH FLOORS) +6' , �p&,9 ALUMINUM DOOR FRAME 1 1/2�� _ 11� FILL VOIDS WITH BATT INSULATION =2" I REVERSE STUD AT JAMB CENTERLINE OF PARTITION I 4 SCW DOOR LEAF 1/2 ROOM SIDE ROOM SIDE ALUMINUM FRAME DOOR/RELITE AT ANGLED WALL 3" = 1'-0" CONTINUOUS GASKET INTERSECTION OF PARTITION CENTERLINES TEMPERED GLASS RELITE IN ALUMINUM FRAME CENTERLINE OF PARTITION AND PERIMETER WINDOW MULLION (PERPENDICULAR TO MULLION) GYPBOARD AND METAL STUD PARTITION NOTE: MAINTAIN 32" CLEAR WHEN DOOR IS IN 90' OPEN POSITION CORRIDOR SIDE ALUMINUM FRAME DOOR/DOOR AT 900 WALL 3" = 1'-0" CORRIDOR SIDE FLEXIBLE INSIDE CORNER BEAD WITH MUD AT ANGLED JOINT `NOTE: DEGREE OF ANGLE EACH SIDE OF CORRIDOR SIDE PARTITION CENTERLINE IS EQUAL AT EACH OFFICE F (BUT VARIES BETWEEN 2ND AND 6TH FLOORS) ALUMINUM RELITE FRAME p(i,9! ALUMINUM DOOR FRAME 1 1/2 ±51/2 1 1/2 1 1/2' I 11Z' FILL VOIDS WITH BATT INSULATION 100r, REVERSE STUD AT JAMB I REVERSE STUD AT JAMB CENTERLINE OF PARTITION TEMPERED GLASS RELITE SCW DOOR I SCW DOOR LEAF 1/4" 1/4" FILL VOIDS WITH MATT LEAF 411 I 4" INSULATION )R FRAME AT JAMB ASKET F ­1 BATT INSULATION )R FRAME ) METAL STUD NOTE: MAINTAIN 32" CLEAR WHEN DOOR IS IN 90' OPEN POSITION WHERE NO CEILING OCCURS, EXTEND GWB AND VERTICAL FRAMING TO UNDERSIDE OF DECK I SEE PARTITION TYPE'C' ON SHEET A-8.0 FOR o, BRACING ATTACHMENT TO UNDERSIDE OF DECK THROUGH -GRID GYPBOARD AND METAL STUD PARTITION DOUBLE STUD BOX HEADER FOR OPENINGS GREATER THAN 4'-0" �, --- _" SUSPENDED ACOUSTIC CEILING (WHERE r OCCURS) SEE RCP FOR HEIGHT ALUMINUM DOOR FRAME cs W DOOR SEAL fl- M o WOOD DOOR LEAF 0 JAMB BEYOND ALUMINUM FRAME DOOR HEAD 1 (THRU-GRID) 3" = 1'-0" I RELITE FRAME (JAMB) ID PARTITION FRAMING (REVERSED STUD) (OR LAMINATED) SAFETY ENTERED IN FRAME 9400 R GISTERED HITECT J FF Y B. MILLER TE O WASHINGTON l' 0 INTERSECTION OF PARTITION SILL BELOW CENTERLINES TEMPERED GLASS RELITE IN CENTERLINE OF PARTITION AND PERIMETER ALUMINUM FRAME WINDOW MULLION (PERPENDICULAR TO MULLION)' METAL STUD OPERABLE PARTITION _ GYPBOARD AND PARTITION WITH FIXED JAMB ROOM SIDE ROOM SIDE _ r I GYPBOARD AND METAL STUD PARTITION ROOM SIDE I ROOM SIDE GYPBOARD PARTITION NOTE: MAINTAIN 32" CLEAR WHEN DOOR IS IN 90' OPEN POSITION OPERABLE ACOUSTIC PARTITION ALUMINUM FRAME DOOR/DOOR AT ALUMINUM FRAME RELITE/RELITE AT 900 n STRIKE AT GWB WALL ANGLED�WALL WALL ALUMINUM FRAME RELITE JAMB 2 Y 611 = 1'-0" 10 3 — 1-0 6 3" - 1'-0" 1/4" DOUBLE -STICK FOAM TAPE WITH BLACK FLEXIBLE INSIDE CORNER BEAD WITH MUD CORNER BEAD AT GWB EDGE SEALANT (DO NOT SCREW INTO EXISTING WINDOW CORRIDOR SIDE AT ANGLED JOINT MU MULLION) i 1/4" DOUBLE -STICK FOAM TAPE WITH BLACK SEALANT EACH SIDE MDF AT PARTITION END (MUD INTO GWB I ±7" DOOR OPENING 1 1/2" ALUMINUM DOOR FRAME AND PAINT TO MATCH WALL) ACOUSTIC PARTITION: (2) LAYERS 5/8" GWB OVER TAPE AND MUD NEW GWB PARTITION INTO 1 1/2" 3" INTERSECTION OF PARTITION CENTERLINES GYPBOARD AND METAL STUD METAL STUDS (DO NOT SCREW STUD TO MULLION) EXISTING SILL WALL BELOW CORRIDOR SIDE _ PARTITION I FILL VOIDS WITH BATT INSULATION (2) STUDS BETWEEN WINDOW SILL AND HEAD WITH I ACOUSTIC BATT INSULATION IN VOID FULL -HEIGHT STUD (SLAB TO STRUCTURE ABOVE) - ,> , REVERSE STUD AT DOOR & RELITE JAMBS CORNER BEAD FILL VOIDS WITH ACOUSTIC BATT INSULATION IL FULL -HEIGHT 2X F.R. TREATED BLOCKING I I ROOM SIDE OPERABLE PARTITION WITH FIXED JAMB FACE OF PERPENDICULAR WALL - - - - _ - - - (WHERE OCCURS) — — i — — — — — LSCW DOOR LEAF 4" q O — — — — — — I 1/4" 4" ALUMINUM DOOR FRAME _ DOOR OPENING 1 1/2" ALUMINUM DOOR/RELITE FRAME CAULK BETWEEN GWB AND JAMB 6 PERMIT ISSUE 06/02/2015 FIE VERIFY I 1 1/2" TEMPERED GLASS RELITE TEMPERED GLASS RELITE IN TEMPERED (OR LAMINATED) SAFETY GLASS 4 ISSUED FOR PRICING 3 05/15/2015 FIELD VERIFY I MIN. I ALUMINUM FRAME CORRIDOR SIDE 3 ISSUED FOR PRICING 2 02/18/2015 3/4" MDF AT PARTITION END (MUD INTO GWB AND PAINT TO MATCH WALL) i 1" (RELITE) 1 1/2" (AT DOOR) ALUMINUM RELITE JAMB I — 2 PROGRESS / REVIEW ISSUE 01/16/2015 GYPBOARD AND METAL STUD 1 ISSUED FOR PRICING 01/12/2015 CENTER PARTITION ON PARTITION WINDOW MULLION ROOM SIDE I ROOM SIDE CENTER PARTITION ON WINDOW I DOOR SEAL I MULLIONDelta I Issue No. Description Date EDGE OF EXISTING SILL i CORNER BEAD ROOM SIDE WOOD DOOR LEAF FACE OF WALL BELOW SILL I NOTE: MAINTAIN 32" CLEAR WHEN DOOR IS FACE OF SILL WALL BELOW IN 90' OPEN POSITION O NOTE: MAINTAIN 32" CLEAR WHEN DOOR IS IN 90' OPEN POSITION EXISTING WINDOW MULLION EDGE OF WINDOW SILL 4 I N T E R 10 R OPERABLE ACOUSTIC PARTITION AT ALUM. FRAME RELITE AT EXTERIOR ALUMINUM FRAME 900 ANGLED DOOR RELITE AT ARCHITECTS WINDOW MULLION WINDOW MULLION (ACOUSTIC WALL) 7 ALUMINUM FRAME DOOR/RELITE JAMB 3 15 3" = 1'-0" 11 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" S E A T T L C EXISTING VERTICAL WINDOW MULLION FILL VOIDS WITH ACOUSTIC WHERE NO CEILING OCCURS, EXTEND GWB AND VERTICAL FRAMING TO UNDERSIDE OF DECK BATT INSULATION 1 1/2" ±1" T FIELD VERIFY EXISTING EXTERIOR CORRIDOR SIDE I �` � I I `\� I ` I I CORNER BEAD AT GWB EDGE TEMPERED GLASS RELITE IN ALUMINUM FRAME CORNER MULLION ALUMINUM RELITE FRAME �` I ,', I I o SEE PARTITION TYPE'C' ON SHEET A-8.0 FOR 1001 4TH AVENUE SUITE 440 ' 1/4"BLACK DOUBLE -STICK FOAM TAPE WITH BLACK I +5" 1 1/2" `� I I o, \ �' BRACING ATTACHMENT TO UNDERSIDE OF DECK SEATTLE, WASHINGTON 98154 SEALANT (DO NOT SCREW TO MULLION) i REVERSE STUD AT JAMB _ TEL 206-264-9195 FAX 206-624-1525 3/4" MDF (MUD INTO GWB AND PAINT TO MATCH THROUGH -GRID GYPBOARD AND METAL STUD WALL) TEMPERED GLASS RELITE PARTITION 5/8" GWB OVER (2) STUDS BETWEEN WINDOW SILL _ _ _ _ I _ DOUBLE STUD HEADER AT OPENINGS GREATER THAN 4'-O" AND HEAD WITH BATT INSULATION I ©2015 INTERIOR ARCHITECTS, INC., A CORPORATION. ALL DRAWINGS AND r---ir TE THE ORIGINAL WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE I I ; ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. i — — — — —� — — 1/4" DOUBLE -STICK FOAM TAPE 1/4° SUSPENDED ACOUSTIC CEILING (WHERE OCCURS) WITH BLACK SEALANT EACH SIDE I _- FILL VOID WITH BATT INSULATION (DO NOT SCREW INTO EXISTING = w o ALUMINUM RELITE FRAME (HEAD) ICE p F I t WINDOW MULLION) —' u, MODE CO PLIA ut r Check: C pprov EDGE OF WINDOW SILL ------TEMPERED SAFETY GLASS � �%ED 1/4 FIELD VERIFY 1 1/2" TEMPERED GLASS RELITE IN ALUMINUM FRAME FACE OF SILL WALL BELOW ------ -- --- -- ---- --- _ z o (CLEAR SILICONE AT BUTT JOINTS) JUL 2 9 2015 Job No 216ECU.0002.000 Scale: As indicated (OR SCW DOOR AND FRAME, WHERE OCCURS) r 1" (RELITE) +i LU 1 1/2" (DOOR) FULL -HEIGHT STUD (SLAB TO DECK) J-BEAD AT GWB EDGE (TYP.) - N r GYPBOARD AND METAL STUD � JAMB BEYONDPARTITION ROOM SIDE City of 7 kwila CENTERLINE OF CURTAIN WALL MULLION, PARTITION CENTER PARTITION ON CENTERLINE OF WINDOW MULLION I ALUMINUM DOOR ALUMINUM RELITE FRAME (SILL) BUILDING MIVISION AND RELITE (OR DOOR FRAME) (2) STUDS BETWEEN WINDOW SILL FRAME (HINGE SIDE) METAL CHANNEL AT SLAB AND HEAD WITH BATT INSULATION _ LINE OF SILL WALL BELOW FLOOR FINISH SOLID CORE WOOD - B�ECEI t LS WINDOWSILL FULL -HEIGHT STUD DOOR Eli CITY OF.TUKWILA Title: El ALUMINUM FRAME RELITE AT 900 END JUN 0 2 2015 WALL 1'-0" ALUMINUM FRAME RELITE HEAD/SILL $ 3" 4 3" = 1'-0" Sheet:A=8o4 a It 0 RELITE AT EXTERIOR WINDOW MULLION ALUMINUM FRAME DOOR/RELITE JAMB (DOOR SIMILAR) AT CORNER MULLION 16 311 = 1'-0" 12 3" = 1'-0" G� PA PL C( CASH ROOM PASS-THRU WINDOW 1 1/2" = 1'-0" PAINT -GRADE WOOD WINDOW CASING DES 4T-GRADE WOOD FRAME AT (3) SIDES V SHIM SPACE AND F.R. TREATED IG IN PARTITION (AS REQUIRED) AR TEMPERED GLASS SET IN WOOD �T (3) SIDES AND LET INTO COUNTERTOP PASS-THRU CUT-OUT IN GLASS (1 1/2" CORNERS - POLISH EXPOSED EDGES) 2"D X 1 5/8"H STAINLESS STEEL STATIONARY RTOP TRAY ("SHURESAFE" DEAL TRAY 9 OR EQUAL) LAMINATE COUNTERTOP AND NOSING 1 1/2" X 11 GAUGE L-SHAPED STEEL TUBE T - FASTEN TO METAL STUD FRAMING WITH THRU-BOLTS - PROVIDE (2) BRACKETS AT 9 HOLLOW METAL DOOR FRAME HEAD 611 11-011 10 N—_4-0" LW METAL DOOR FRAME JAMB CORRIDOR SIDE OJP� i � ±4 1 /2" STUD HEADER AT IS GREATER THAN 4'-0" WIDE D METAL STUD PARTITION TUD RUNNER HOLLOW METAL DOOR FRAME IMB BEYOND R HOLLOW METAL DOOR �EDULE) DLLOW METAL DOOR FRAME OETAL STUD PARTITION METAL FRAME ANCHOR 0 3 PER JAMB) -UD FRAMING HOLLOW METAL DOOR (SEE SCHEDULE) FLEXIBLE INSIDE CORNER BEAD WITH MUD AT ANGLED JOINT NOTE: DEGREE OF ANGLE EACH SIDE OF PARTITION CENTERLINE IS EQUAL AT EACH OFFICE (BUT VARIES BETWEEN 2ND AND 6TH FLOORS) Q FILL VOIDS WITH BATT INSULATION REVERSE STUD AT JAMB CENTERLINE OF PARTITION _ -- It- TEMPERED GLASS RELITE IN ALUMINUM FRAME CORNER INTERSECTR BUTT JOINT FRAMELESS GLAZING BUTT JOINTS 6" = 1'-011 SEALANT IN JOINT NUM RELITE FRAME OR GLAZING """'"'1' 3ELOW (45° MITER AT CORNER) TION FOR GLASS : AND SPACING ILANT IN JOINT (LASS EDGES (OR LAMINATED) ASS PANEL LABELED PAINTED HOLLOW )R FRAME (NOTE DOOR AND : LABELED ASSEMBLY) ITED GWB AND METAL ITION METAL FRAME ANCHOR A 3 PER JAMB) -UD FRAMING LABELED HOLLOW METAL DOOR NOTE: HEAD DETAIL SIMILAR (PROVIDE DOUBLE STUD (SEE SCHEDULE) BOX HEADER AT OPENINGS GREATER THAN 4'-0" WIDE) HOLLOW METAL DOOR FRAME JAMB @)(2-H R) 6" = 1'-011 MUST BE WITHIN 54" OF SECURED DOORS _ IVEFER 1L VU I U L/UI JIUIV. N GUI LINESUUMI REFER TO TACTILE SIGN GUIDELINES ON SHEET AN-4.0 TACTILE O SHE AN- INTERSECTION OF PARTITION CENTERLINES TEMPERED GLASS RELITE IN •y ALUMINUM FRAME CENTERLINE OF PARTITION AND PERIMETER WINDOW MULLION (PERPENDICULAR TO MULLION) GYPBOARD AND METAL STUD PARTITION ROOM SIDE I ROOM SIDE INSTALL APPROVED ENTRANCE AND EGRESS ACCESS CONTROL SYSTEMS PER 2012 IBC SECTION 1008.1.9.8 ACCESS -CONTROLLED EGRESS DOORS: NOTE: MAINTAIN 32" CLEAR WHEN DOOR IS IN 90° OPEN POSITION THE ENTRANCE DOORS IN A MEANS OF EGRESS IN BUILDINGS WITH AN OCCUPANCY IN GROUPS A, B, E,1-2, M, R-1, OR R-2 AND ENTRANCE DOORS TO TENANT SPACES IN OCCUPANCIES IN GROUPS A, B, E,1-2, M, R-1 AND R-2, ARE PERMITTED TO BE EQUIPPED WITH AN APPROVED ENTRANCE AND EGRESS ACCESS CONTROL SYSTEM, ALUMINUM FRAME RELITE/RELITE AT LISTED IN ACCORDANCE WITH U.L. 294, WHICH SHALL BE INSTALLED IN ACCORDANCE WITH ALL OF THE ANGLED WALL FOLLOWING CRITERIA: 11 3" = 1'-0" 1. A SENSOR SHALL BE PROVIDED ON THE EGRESS SIDE ARRANGED TO DETECT AN OCCUPANT APPROACHING THE DOORS. THE DOORS SHALL BE ARRANGED TO UNLOCK BY A SIGNAL FROM OR LOSS OF POWER TO THE SENSOR. 2. LOSS OF POWER TO THAT PART OF THE ACCESS CONTROL SYSTEM WHICH LOCKS THE DOORS SHALL AUTOMATICALLY UNLOCK THE DOORS. 3. THE DOORS SHALL BE ARRANGED TO UNLOCK FROM A MANUAL UNLOCKING DEVICE LOCATED 40 INCHES TO EXISTING BUILDING COLUMN 48 INCHES (1016 mm TO 1219 mm) VERTICALLY ABOVE THE FLOOR AND WITHIN 5 FEET (1524 mm) OF THE SECURED DOORS. READY ACCESS SHALL BE PROVIDED TO THE MANUAL UNLOCKING DEVICE AND THE DEVICE SHALL BE CLEARLY IDENTIFIED BY A SIGN THAT READS: "PUSH TO EXIT." WHEN OPERATED, THE MANUAL UNLOCKING DEVICE SHALL RESULT IN DIRECT INTERRUPTION OF POWER TO THE LOCK - INDEPENDENT OF THE ACCESS CONTROL SYSTEM ELECTRONICS - AND THE DOORS SHALL REMAIN UNLOCKED FOR A MINIMUM OF 30 "a GYPBOARD COLUMN ENCLOSURE OVER HAT SECONDS. ae - I CHANNELS -_ d• d` %4 a I = 4. ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK THE SHEET METAL ANGLE TO SUPPORT GWB DOORS, AND THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM SYSTEM HAS BEEN RESET. ; (AS REQUIRED) s= ': 5. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL : ° • • ' '< I ; FLEXIBLE OUTSIDE CORNER BEAD WITH MUD AUTOMATICALLY UNLOCK THE DOORS. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM SYSTEM HAS BEEN RESET. - - - - - - - - - - - - - ANGLED PARTITION STARTS AT (THEORETICAL) CORNER OF COLUMN ENCLOSURE 6. ENTRANCE DOORS IN BUILDINGS WITH AN OCCUPANCY IN GROUP A, B, E, OR M SHALL NOT BE SECURED = FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. r � _ GYPBOARD AND METAL STUD 7. THE ACCESS CONTROL SYSTEM SHALL BE LISTED OR SHALL BE COMPROSED OF APPROVED COMPONENTS. PARTITION I I I FILL VOIDS WITH BATT INSULATION I TEMPERED GLASS RELITE IN I ALUMINUM FRAME CORRIDOR SIDE I I ROOM SIDE I v �_j I ALUMINUM FRAME RELITE (ANGLED) 12 JAMB AT COLUMN 3" = 1'-011 ACCESS CONTROLLED EGRESS DOORS 8 3" = 1'-0" CONCRETE STRUCTURE 362T150-54 TRACK WITH (2) HILTI X-U PAF AT 12" O.C. & (1) #8 SCREW MINIMUM AT EACH STUD FLANGE 3 5/8" X 20 GA. HORIZONTAL STUD BRACE AT 44" O.C. WITH (3) #8 SCREWS MIN. AT N EACH VERTICAL STUD & (3) HILTI X-U PAF AT +1 BOTTOM OF JOIST EXISTING 4"0 SPRINKLER PIPE (FIELD VERIFY HEIGHT - "SEE D.O. HEIGHT NOTE BELOW) --—-—-—-—- — - — - —- — ¢ nlLU <' ---------- " - -+1—---—-—-—- — - — - —- J, -11/2" HOOD BEAD AT TOP (PROVIDE STUD BLOCKING FOR ATTACHMENT) COILING SECURITY GRILLE WITH 19" X 19" METAL O \ HOOD AND MOTOR O _ 5/8" GWB OVER 3 5/8" X 20 GA. STUDS AT 16" O.C. 0q `� / 362T150-30 TRACK WITH (1) #8 SCREW MINIMUM O / AT EACH STUD FLANGE — PROPOSED D.O. HEIGHT (`NOTE: IF SPRINKLER LINE IS LOWER, ADJUST D.O. TO 134" MINIMUM) +13'-51/2" A.F.F. (+13'-0" MIN.) zLL: z � a- ROLL -DOWN ANGLE BOTTOM BAR 21 /2" 4 7/8" o cu o = CENTERLINE OF GRILL & TRACK (AT SIDES) Uj ROLL -DOWN SECURITY GRILLE HEAD 1 111 = 1'-011 ° -- 7:1-,1"_-__.____ EXISTING CONCRETE CORE WALL EXISTING GYPBOARD OVER STUD FURRING , < a FIELD VERIFY DIMENSION BETWEEN CENTERLINE OF ROLL -DOWN GRILE AND FACE OF CORE WALL 4= ±4 5/8" 4" X 21/2" SHEET METAL ANGLE V.I.F. ° a WALL FINISH (TO BE DETERMINED AT LATER 4 ' < DATE) ALIGN WITH FACE OF TRACK — — — — I I -2 1/2" X 20 GA. W Lb ---------------±4"--,--- - --------------------, -' STUD FRAMING _ - - +I U_ BASE PLATE (SEE STRUCT.) LU ______ _ `___ `- I 1"X 1 1/2"SHEET ------------_ --- I METAL ANGLE I I I - - - - - - - - - - - - - - J L - - -I - - - - - - - - - 4 - -j I I I I i HSS 4" X 6" X 3/8" TRACK 21/2" 4 7/8" SUPPORT TUBE (SEE STRUCT.) I � SECURITY GRILLE TRACK 3112" X 31/2" SHEET METAL I i BOLTED TO SUPPORT ANGLE TUBE I 1/8" MAX. GAP EACH SIDE OF I I LINE OF PARTITION TRACK AT WALL FINISH ROLL -DOWN GRILLE I ABOVE AT GRILLE DRUM � n I ROLL -DOWN SECURITY GRILLE TRACK 2 AT CORE 3" = 1'-011 SECURITY GRILLE TRACK BOLTED TO SUPPORT TUBE I LINE OF GWB (SHIM AS REQUIRED) ROLL-DOW�! GRILLE PARTITION ABOVE AT GRILLE DRUM ±71/2" V.I.F. I 4 7/8" LINE OF EXISTING ENTRY DOOR OPERATOR COVER (MODIFY AS I 1/8" MAX GAP EACH REQUIRED TO SUIT NEW TUBE SIDE OF 1IRACK ENCLOSURE) } i t BASE PLATE _ a _ (SEE STRUCT.) HSS 4" X 6" X 3/8" ' , I TRACK SUPPORT TUBE (SEE STRUCTURAL) CLIP ENC�OSURE EO TO TUBE I +I---�--- ' , I I PROVIDE NEW ALUMINUM _ ENCLOSURE FLUSH WITH Cy')I , CLIP ENCLOSURE GRILLE TRACK. ALIGN WITH I I TO MULLION SIDE OF EXISTINGj--------------------------- - MULLIONS (MATCH MULLION COLOR) I EXISTING STOREFRONT SYSTEM =pas= NOTE: CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS CENTERLINE OF GRILLE TRACK, AND INFORM ARCHITECT IF SIGNIFICANTLY DIFFERENT FROM TUBE & STOREFRONT MULLION DETAIL SHOWN. ROLL -DOWN SECURITY GRILLE TRACK AT STOREFRONT Qann 6 PERMIT ISSUE 06/02/2015 4 ISSUED FOR PRICING 3 05/15/2015 3 ISSUED FOR PRICING 2 02/18/2015 Delta Issue No. Description Date 1AI N T E R 10 R ARCHITECTS S A T T I- E_= PROVIDE ADDITIONAL 1'4' OF SPACE IF DOOR IS EQUIPPED WITH ALATCH ANDCLOSER 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 HARDWARE: OPERABLE WITHOUT GRASPING TEL 206-264-9195 FAX 206-624-1525 APPROACH MAX. EFFORT FOR INTERIOR DOORS z o a o Uj i I�®— I 1' - 0" �, ?/ =5LBS REQUIRED FIRE DOORS, MAX EFFORT , N = z MIN. 32" /I, = 15 LBS. co ' cn z I ¢ I CLR. CLR' - v ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE o co ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. I = CD PUSH SIDE: 1'-6" = 10" HIGH KICKPLATE OR SMOOTH Lu 2 MIN. CLEARLU j FULL WIDTH OF DOOR - J THRESHOLD: �4` i = 1/2" MAX. HEIGHT,1/4" TO 1/2" x .' RISE WITH 1:2 SLOPE J heck:Chec 0 r val: -- — — — — —— REt/ DAF CODE COMPL10Q4BECU.0002.000 Scale: As indicated APP OVE DOOR PLAN CLEARANCES DOOR & THRESHOLD SECTI N JUL 2 9 2015 NOTE: EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, ANY SPECIAL KNOWLEDGE, OR City Of rukwila EFFORT. EXCEPTION: IN OCCUPANCY GROUPS B, KEY -LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT "THIS BUILDING DIVISIO WHERE THERE IS A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING, DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS." THE LETTERS SHALL BE 1-INCH HIGH ON CONTRASTING BACKGROUND. RECEIVED Title:DETAILS CITY OF TUKWILA, DOOR CLEARANCES JUN 0 2 ?'C!:5 A=8o5 1 /4" = 1'-0" sheet: PERI'vflT CENTER a o U) 0 ±3/4" (PAINT WALL I SOLID BLOCK OF LIG WITH II FLUSH BANQUETTE SEATING 1 1 /2" = 1'-0" ISLAND BASE AT OPEN KNEE SPACE 1 1 /2" = 1'-0" MATCHING SCRIBE STRIP AT UNDERSIDE OF SOFFIT ADJUSTABLE PLASTIC LAMINATE SHELF WITH FLAT PVC EDGE N HORIZONTALLY -MOUNTED PULL COAT ROD (K & V #770-5) WITH MOUNTING FLANGES EACH END (K & V #764-5) co 1 -------------------------------------------- -----------------� -------------- � z LU C? Cl- 2 0 U z w U C1 F- cs LU 0 0 a 0 U a 11_1111 ¢ CLEAR 311 TALL CABINET - WARDROBE WITH DOOR U 1 1 /2" = 1'-0" HORIZONTALLY -MOUNTED o PULL (4'-0" A.F.F. MAX.) 60 W 0 PROVIDE FIXED MELAMINE SHELF I WITH PVC EDGE AT 4'-0" A.F.F. ABOVE A.D.A. COAT ROD INSIDE ADJACENT COMPARTMENT DOOR PANEL: PLASTIC LAMINATE OVER 3/4" SUBSTRATE WITH FINISHED EDGES OF WALL [OR: WHITE MELAMINE RESILIENT BASE FINISHED FLOOR r I 4 1 L UP -LIGHT WITH 1/4" THICK FROSTED ;ENT ACRYLIC LENS OOD BACK SUPPORT (CANTED) JALL 'HOLSTERY COVERING OVER BATTING I ABLE IIM AT BOOTH EXPOSED ENDS 'HOLSTERY COVERING OVER BATTING 3ED FOAM PADDING WITH NO -SAG kT 3" O.C. FRAMING WITH BLOCIING D WOOD TRIM AND BASE ALLY -MOUNTED DUPLEX OUTLET IN '-0" O.C. (COVER PLATE TO MATCH _OR) ITO SLAB AT ±5'41 O.C. FLOOR 1 1/4" THICK SOLID SURFACE COUNTERTOP WITH EASED EDGES REVEAL (CONTINUOUS BLACK SPACER) J -U � N 2" N KNEE SPACE II " II 1/4 X 8 WIDE X 12 -------------------- -- -1 ----------------------------- -- I LONG AT 34" O.C. STEEL SUPPORT PLATES LET INTO UNDERSIDE OF COUNTERTOP I I ; I I I I I I I I I I I I I � I I I I I I I I 1 I 1 I I I 1 I I I I � I I ; FACE PANEL 1 FINISH TO MATCH ; I I 1 I I I I I SOLID SURFACE I I I I I I q ( VERTICAL END PANEL BEYOND I I I I I I I - -- -'-� — '— — — — — — — — — — — — — — —'— J I I - I 3/4" (ON 3 SIDES) 3" ISLAND BASE PULL-OUT RECYCLE BIN 1 1 /2" = 1'-0" IORIZONTALLY-MOUNTED PULL ;ECYCLE: RUBBERMAID #3569-73, COLOR: BLUE; .ANDFILL (TRASH): RUBBERMAID #3569-88, ;OLOR: BLACK; COMPOST: RUBBERMAID #3569-07, ;OLOR: GREEN (BY GENERAL CONTRACTOR) )IAGONAL SIDE PANELS AT PULL-OUT 'ULL-OUT DRAWER FACE: PLASTIC LAMINATE ON /4" PLYWOOD WITH MATCHING FINISHED EDGES ;ABINET INTERIOR: BLACK MELAMINE )RAWER GLIDE: ACCURIDE #3640A HEAVY-DUTY, ULL-EXTENSION, BALL BEARING, 200 LB. ;APACITY, "HOLD -IN DETENT". USE MAX. NUMBER )F MOUNTING SCREWS. PROVIDE SUFFICIENT XTENSION TO ALLOW FOR BIN REMOVAL IESILIENT BASE 1NISHED FLOOR BASE CABINET WITH DRAWERS 1 1 /2" = 1'-0" -T (+42" A.F.F.) & SIDESPLASH S OCCUR) & NOSING: PLASTIC LAMINATE (WOOD SUBSTRATE OR SOLID ' WITH 1 1/2" NOSING (SEE - HORIZONTALLY) is PLASTIC LAMINATE OVER ) WITH FINISHED EDGES RIOR: MELAMINE WHERE OCCURS) SE OR BASE CABINET WITH DOOR 1 1 /2" = 1'-0" =T (+44" A.F.F.) 1CKSPLASH & SIDESPLASH _S OCCUR) & NOSING: PLASTIC LAMINATE (WOOD SUBSTRATE OR SOLID ' WITH 1 1/2" NOSING (SEE SCRIBE TO WALL WHERE NO OR SIDESPLASH OCCURS HORIZONTALLY) C LAMINATE OVER 3/4" SUBSTRATE D EDGES SHELF: 3/4" MELAMINE WITH :E ELEVATION FOR QUANTITY) WHERE OCCURS) SE OR CK SOLID SURFACE COUNTERTOP 3'-p° 1 1/4" THICK SOLID SURFACE COUNTERTOP 2'-2" WASTE RECEPTACLE: RUBBERMAID #3541, HORIZONTALLY -MOUNTED OUTLET ED EDGES WITH EASED EDGES COLOR: LIGHT GREY (BY GENERAL CONTRACTOR) 2'-2" (WHERE OCCURS) co REVEAL (CONTINUOUS BLACK SPACER) COUNTERTOP &NOSING: PLASTIC LAMINATE OVER _::I -- m - - - - - - - - - - - 3/4"PLYWOOD SUBSTRATE L — - - SIDESPLASH (WHERE OCCURS) 11_011 _� I _ I _ ----- --------- ----- COUNTERTOP &NOSING: PLASTIC LAMINATE 9400 EGISTERED IN UNDERSIDE OF COUNTERTOP: KNEE SPACE I i r i d I �. OVER 3/4" PLYWOOD SUBSTRATE AR CT 1/4" X 8" WIDE X 28" LONG PLATES AT ± 1/4" X 8" WIDE X 12" I r IN OPEN KNEE SPACE - SECURE TO LONG AT 3'-0" O.C. UPPORT WITH COUNTERSUNK SCREWS STEEL SUPPORT ° HORIZONTALLY -MOUNTED PULL _ _ _ _ _ _ _ _ _ N r till"2'-01/2" FR B. MILLER PLATES LET INTO ° °------- ----------- 2„� `� 11/2" STA EOF ASHINGTON UNDERSIDE OF I PULL (MOUNT HORIZONTALLY) JTLETS EACH SIDE COUNTERTOP oI H 3/4 ° 'ATION FOR SPACING) 1 V I I ° ° ADJUSTABLE SHELF: 3/4" MELAMINE WITH ° ° PVC EDGE I = I ° ° I 3 i � - o I I FRONT: PLASTIC LAMINATE ON 3/4" PLYWOOD INTERIOR: PLASTIC LAMINATE ° ° I � 1 I SUBSTRATE iFACE END PANEL BEYOND TO )UNTERTOP FACE PANEL I w - FINISH TO MATCH I " 1 0 ° DIAGONAL SIDE PANELS AT PULL-OUT N ADJUSTABLE PLASTIC SHELF 1 � I LAMINATE WITH FLAT EXPOSED PVC EDGE ON PIN CABINET INTERIOR: BLACK MELAMINE BRACKETS (SEE ELEVATION FOR ACTUAL AMINATE CENTER SUPPORT (MATCH CABINET INTERIOR: WHITE MELAMINE I Eli ° ° SHELF QUANTITY) :ACE) ° I DRAWER GLIDE: ACCURIDE #3640A HEAVY-DUTY, ° ° DOOR FACE: PLASTIC LAMINATE OVER 3/4" - FULL -EXTENSION, BALL BEARING, 200 LB. SUBSTRATE WITH MATCHING FINISHED EDGES --------- ---- -----------------------------' CAPACITY, "HOLD -IN DETENT". USE MAX. NUMBER SOLID SURFACE ° OF MOUNTING SCREWS. PROVIDE SUFFICIENT BASE EACH SIDE VERTICAL END J EXTENSION TO ALLOW FOR BIN REMOVAL FLOOR ISLAND BASE WITH DOORS 1 1 /2" = 1'4' MATCHING SCRIBE STRIP AT UNDERSIDE OF SOFFIT ° INTERIOR: WHITE MELAMINE ° ADJUSTABLE PLASTIC LAMINATE SHELF WITH FLAT PVC EDGE cV DOOR PANEL: PLASTIC LAMINATE OVER 3/4" SUBSTRATE WITH FINISHED EDGES HORIZONTALLY -MOUNTED PULL N r N -----------------------------------• I I I OUTLET AT BACK OF CABINET I I I I I I I I I MICROWAVE OVEN FIXED SHELF: SOLID SURFACE WITH EASED EDGE OVER 3/4" 1'-11" PLYWOOD SUBSTRATE _ 1 CV O 1 co I-- I I - - -- -- rCD I------------------------------------• r w = I I � ' -OUTLET AT BACK OF CABINET U- 0 U) I I PLASTIC LAMINATE INTERIOR MICROWAVE OVEN , I I TO MATCH DOORS I I I I I I SOLID SURFACE WITH EASED 2'-01/2" EDGE OVER 3/4" PLYWOOD --- ------- SUBSTRATE _ —y r r N ° ° 0 ° HORIZONTALLY -MOUNTED PULL 0 0 ° ADJUSTABLE PLASTIC LAMINATE ° ° SHELF WITH FLAT PVC EDGE 0 ° FACE OF WALL ° ° o DOOR PANEL: PLASTIC LAMINATE OVER 3/4" SUBSTRATE WITH FINISHED EDGES RESILIENT BASE d- I FINISHED FLOOR TALL CABINET WITH MICROWAVE SHELVES 1 1 /2" = 1'-0" TALL CABINET WITH DOORS 1 1 /2" = 1'-0" BASE 3" RESILIENT BASE :LOOK BASE CABINET WITH PULL-OUT n RECYCLE/TRASH BIN 1 1 /2" = 1'-0" SHELF: PLASTIC LAMINATE WITH ;E TRIM ON PIN BRACKETS )NS FOR QUANTITY) C LAMINATE WITH FINISHED EDGES iE )R OPEN BASE CABINET WITH SHELF 1 1 /2" = 1'-0" r — i POWER OUTLET (+44" A.F.F.) G.F.C.I.OUTLET AT COUNTERTOP WITH SINK I L - 2'-2" MATCHING BACKSPLASH & SIDESPLASH - �—(WHERE WALLS OCCUR) COUNTERTOP: SOLID SURFACE WITH EASED I d I EDGE OVER 3/4" PLYWOOD SUBSTRATE -- — — — — — — — — — — — —— N_ A.D.A. SINK PULL (MOUNT HORIZONTALLY) I I FIXED MATCHING PLASTIC LAMINATE VALANCE I I I I I I I --� I LI-----IJ \ I I I I 1 1 I I I DOOR: PLASTIC LAMINATE OVER 3/4" o J I SUBSTRATE WITH FINISHED EDGES 'N / L — — — — o ° w INTERIOR: MELAMINE 6 PERMIT ISSUE 06/02/2015 ° ° ¢ GARBAGE DISPOSER (SEE SPECIFICATION) 4 ISSUED FOR PRICING 3 05/15/2015 o ° 3 ISSUED FOR PRICING 2 02/18/2015 HORIZONTALLY -MOUNTED PULL 2 PROGRESS / REVIEW ISSUE 01/16/2015 BOTTOM SHELF EDGE AND VALANCE: PLASTIC 1 ISSUED FOR PRICING 01/12/2015 LAMINATE TO MATCH DOOR Delta Issue No. Description Date UNDER -CABINET TASK LIGHT (WHERE OCCURS) RESILIENT BASE C' VALANCE AT EXPOSED ENDS FULL -HEIGHT BACKSPLASH TO UNDERSIDE OF g" FINISHED FLOOR I N T E R I O R CABINET (WHERE OCCURS) 1 A BASE UPPER CABINET WITH DOOR APPROACH)ET WITH SINK (A.D.A. SIDE ARCHITECTS 7 1 1 /2" = 1'-0" 3 1 1 /2" = 1'-0" POWER OUTLET (+44" A.F.F.) S E A T T L E BACKSPLASH & SIDESPLASH (WHERE WALLS CEILING L - 21_211 OCCUR) - , COUNTERTOP & NOSING: PLASTIC LAMINATE 1001 4TH AVENUE, SUITE 440 r SURFACE TOP WOOD ITH 1 1/ SUBSTRATE O (SEE ID S EATTL E, WAS H I N GTO N 98154 ELEVATIONS) TEL 206-264-9195 FAX 206-624-1525 CLEAR F--------------- - - - ---- 3/4" I I I I ADJUSTABLE SHELF: PLASTIC LAMINATE WITH PLASTIC LAMINATE ON THIS EXPOSED 0 o I I SURFACE ©2015 INTERIOR ARCHITECTS, INC., A CALIFORNIA CORPORATION. ALL DRAWINGS AND FLAT PVC EDGE TRIM ON PIN BRACKETS WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE I I ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT ° o (SEE ELEVATIONS FOR ACTUAL QUANTITY) 1 I THE WRffTEN CONSENT OF THE ARCHITECT. PLASTIC LAMINATE ON LEDGER I I _ LU I I �' r _ I o I FINISHED END: PLASTIC LAMINATE SIDE N LU i PANEL OF ADJACENT CABINET r Check: Che royal:}` ° ° EXPOSED SURFACES: PLASTIC LAMINATE ON 3/4" L - I OUTLET FOR EQUIPMENT (IF REQUIRED) REVS D O'R PLYWOOD WITH PLASTIC LAMINATE EDGES I I CODE C MP010 ° . ECU.0002.000 Scale: 1 1/2" = 1'-0" ° ° I I LINE OF EQUIPMENT (VERIFY HEIGHT) APP' - I I I JUL 9 2015 FACE OF WALL \ v N I I cityTukwii UNDER -CABINET TASK LIGHT (WHERE OCCURS) I d SIDES RESILIENT BASE AT BACK WALL AND BUILDING DIVISION I I TILE BACKSPLASH TO UNDERSIDE OF CABINET RECEIVED (WHERE OCCURS) 3" FINISHED FLOOR CITY. .TUKWILA Title: ' ® DETAILO JUN 0 2 2015 8 OPEN UPPER CABINET 4 OPEN BASE CABINET AT EQUIPMENT R 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" PERMIT y Sheet:A=8 a bO% PARENT TEMPERED BACK -PAINTED IITE 0-1060 "OPACI-COAT") ;H ALL EXPOSED EDGES (DO NOT )W-IRON GLASS) ADHESIVE -APPLY -0 WALL (SEE ELEVATIONS FOR SIZE) ;E PRE -MANUFACTURED GLASS iD (WITHOUT STAND-OFFS OR JTTONS) -- - - -- - --- �T:l CEILING (WHERE OCCURS) WOOD PLANK WALL FINISH AT HEAD n (VERTICAL EDGE SIMILAR) ?" X CONTINUOUS ALUMINUM CHANNEL " 6" = 1'-0" 1AY )NTINUOUS SHEET ITITION BACKING OVER METAL STUD PARTITION 14 WHITEBOARD WITH MARKER TRAY 3" — 1'-0" 1 X 4 WOOD PLANKS FASTENED FROM BEHIND TO 1/2" F.R. TREATED PLYWOOD SUBSTRATE OVER 1/4" ALUMINUM CLEATS ("PANELCLIP" OR EQUAL) SECURE CLEATS AT EACH STUD NOTE: EXPOSED WOOD TO BE TREATED WITH TLAMORT 6-3" CLASS W FIRE RETARDANT :--° PARTITION: GYPBOARD OVER METAL STUDS HORIZONTAL JOINT BETWEEN PLANKS - (PAINT SUBSTRATE BLACK AT JOINTS) 1 X 4 WOOD PLANKS FASTENED FROM BEHIND TO 1/2" F.R. TREATED PLYWOOD SUBSTRATE OVER 1/4" ALUMINUM CLEATS ("PANELCLIP" OR EQUAL) SECURE CLEATS AT EACH STUD WOOD PLANKS TO LAP OVER SUBSTRATE PANEL JOINT AS SHOWN NOTE: EXPOSED WOOD TO BE TREATED WITH TLAMORT 6-3" CLASS'N FIRE RETARDANT WOOD PLANK WALL FINISH AT PANEL LAP 9 6" — 1'-0" 10 WOOD PLANK WALL FINISH AT BASE 6" = 1'-0" NOTE: WOOD PLANKS TO BE TREATED WITH TLAMORT 6-3" CLASS W FIRE RETARDANT ME------------------------------ \\ IN I\\\\1\\\1I %- %IM 111\111\\\1lkA1 1/8 WOOD PLANK WALL FINISH AT VERTICAL 11 JOINT 6" = 1'-0" SLOPE AT ±1/16" PER FOOT N.T.S. a .4 ,a d 9 d` TERRAZZO OVER EXISTING TERRAZZO EDGE 6" = I I I I I I � I SLOPE AT —0/16" PER FOOT N.T.S. ` — — , A_A� :a de , d' •' _n. ° .. �- a d( < GYPBOARD OVER METAL STUDS kL JOINT BETWEEN PLANKS 6TRATE BLACK AT JOINTS) PLANKS FASTENED FROM BEHIND TREATED PLYWOOD SUBSTRATE ALUMINUM CLEATS ("PANELCLIP" SECURE CLEATS AT EACH STUD WOOD BASE (PROVIDE JS SHEET METAL PARTITION :ILL HOLES TO MATCH WOOD LOOK NOTE: EXPOSED WOOD TO BE TREATED WITH TLAMORT 6-3" CLASS W FIRE RETARDANT PARTITION: GYPBOARD OVER METAL STUDS RUN CLEAT THROUGH VERTICAL SUBSTRATE JOINT EXTEND SUBSTRATE PAST WOOD PLANK JOINT AND LAP WITH ADJACENT PLANKS (PROVIDE MINIMUM GAP BETWEEN SUBSTRATE PANELS) 1 X 4 WOOD PLANKS OVER 1/2" F.R. TREATED PLYWOOD SUBSTRATE OVER 1/4" ALUMINUM CLEATS ("PANELCLIP" OR EQUAL) PAINT SUBSTRATE BLACK AT JOINT ±3/8" THICK EPDXY TERRAllO FLOOR FINISH 'ING TERRAllO FLOOR FINISH TO REMAIN CONCRETE SLAB FLOOR LEVELING COMPOUND OR UNDERLAYMENT. INSTALL PER MANUFACTURER'S RECOMMENDATION. FEATHER UP TO EDGE OF EXISTING TERRAllO AT 1/16" PER FOOT OR LESS FOR SMOOTH TRANSITION TOP OF SLOPE UNDER CENTERLINE OF DOOR (WHERE DOOR OCCURS) G TERRAllO FLOOR FINISH TO REMAIN G CONCRETE SLAB FLOOR LEVELING COMPOUND OR UNDERLAYMENT. INSTALL PER MANUFACTURER'S RECOMMENDATION. FEATHER UP TO EDGE OF EXISTING TERRAllO AT 1/16" PER FOOT OR LESS FOR SMOOTH TRANSITION I I I I I I I I I I I I L_ J CARPET —TO —CONCRETE FLOOR TRANSITION 1 DOOR LEAF (WHERE OCCURS) CENTER TRANSITION STRIP UNDER DOOR 1/4" HIGH STAINLESS STEEL SCREED (SCHLUTER "SCHIENE" OR EQUAL) ONCRETE SLAB I I DOOR LEAF (WHERE OCCURS) CENTER TRANSITION STRIP UNDER DOOR I I I I I 1/4" HIGH STAINLESS STEEL SCREED I I (SCHLUTER "SCHIENE" OR EQUAL) L_1_J I - CARPET 44 CONCRETE SLAB RESILIENT FLOORING CARPET —TO —RESILIENT TILE FLOOR 2 TRANSITION = 1'-0" 6" . de Q- , d. �nJ/I CARPET —TO —WOOD FLOOR TRANSITION 6" — 1'-0" DOOR LEAF (WHERE OCCURS) CENTER TRANSITION STRIP UNDER DOOR ALUMINUM TRANSITION STRIP (SCHLUTER "SCHIENE" OR EQUAL) LEVELING COMPOUND ("ARDEX" OR EQUAL) INSTALL PER MANUFACTURER'S RECOMMENDATION. FEATHER UP TO SCREED AS REQUIRED FOR EVEN TRANSITION BETWEEN FLOOR FINISHES CONCRETE SLAB (PROVIDE MOISTURE CONTENT TEST FOR NEW CONCRETE WHERE OCCURS) INSTALL WOOD FLOORING WHEN MANUFACTURER'S WRITTEN INSTALLATION CRITERIA HAS BEEN SATISFIED. TONGUE & GROOVE PRE-ENGINEERED WOOD FLOOR OVER UNDERLAYMENT DOOR LEAF (WHERE OCCURS) CENTER I I TRANSITION STRIP UNDER DOOR I I I I I I I I ALUMINUM TRANSITION STRIP (SCHLUTER "SCHIENE" OR EQUAL) N L_ _J CARPET e ' CONCRETE SLAB THINSET CERAMIC TILE (WHERE TILE IS EXISTING, SCRAPE OUT GROUT FROM UNDER TILE AS REQUIRED TO INSERT SCREED) CERAMIC TILE —TO —CARPET FLOOR 4 TRANSITION GYPBOARD WALL REVEAL TRIM 3" — 1'-0" 94001^ ,REGISTERED FR ILLER OJVSMi INGTON AL STUD AT VERTICAL JOINTS (METAL ( 6 PERMIT ISSUE 06/02/2015 ) BLOCKING AT HORIZONTAL JOINTS) 4 ISSUED FOR PRICING 3 05/15/2015 WIDE X 1/4" DEEP ALUMINUM REVEAL 3 ISSUED FOR PRICING 2 02/18/2015 1(MUD INTO GYPBOARD) ("FRY REGLET" 2 PROGRESS / REVIEW ISSUE 01/16/2015 L REVEAL #DRM-25-25, OR EQUAL) 1 ISSUED FOR PRICING 01/12/2015 Delta Issue No. Description Date GWB PARTITION DOOR LEAF (WHERE OCCURS) CENTER I I TRANSITION STRIP UNDER DOOR I I I i 1/8"THICK STAINLESS STEEL SCREED I I (TRANSITION STRIP) I I L T J CARPET, CARPET INSET OR WALK -OFF MAT OVER CONCRETE EXISTING CONCRETE SLAB EXISTING TERRAllO (WHERE OCCURS) NEW --3/8" THICK EPDXY TERRAllO FLOOR FINISH CARPET —TO —TERRAZZO FLOOR 6 TRANSITION 6" = 1'-0" ±1/4211 n b y d 9 CONTRACTION JOINT: (2)16 GAUGE STAINLESS STEEL "L" STRIPS SET IN EPDXY ADHESIVE WITH ELASTOMERIC JOINT FILLER BETWEEN (COLOR TO MATCH TERRAllO) EXISTING CONCRETE SLAB EXISTING TERRAllO (WHERE OCCURS) ±3/8" THICK EPDXY TERRAllO FLOOR FINISH INT E RIO R ARCHITECTS 1001 4TH AVENUE, SUITE 440 SEATTLE, WASHINGTON 98154 TEL 206-264-9195 FAX 206-624-1525 ©2015 INTERIOR ARCHITECTS, INC„ A CALIFORNIA CORPORATION. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Job No: 21BECU.0002.000 , CODE COM�P`1 ANC��.I�icated RECEIVED ^rrmvvCv CITY OF TUKWILA JUL 2 9 2015 JUN 0 2 2015 City of Tukwila PERMIT CENTER BUILDING DIVISION Title:Ad CARPET OVER EXISTING TERRAZZO EDGE 6" = 1'-0" 7 TERRAZZO FLOOR CONTROL JOINT 6" = 1'-0" g :F ,-, I I W� v '' - GENERAL REQUIREMENTS A 1 GOVERNING CODE: The design and construction of this project is governed by the"International Building Code (IBC)'; 2012 Edition, hereafter referred to as the IBC, as adopted by the City of Tukwila, WA, understood to be the Authori- ty Having Jurisdiction (AHJ). REFERENCE STANDARDS: Refer to Chapter 35 of 2012 IBC. Where other Standards are noted in the drawings, use the latest edition of the standard unless a specific date is indicated. Reference to a specific section in a code does not relieve the contractor from compliance with the entire standard. DEFINITIONS: The following definitions cover the meanings of certain terms used in these notes: "Architect/Engineer"— The Architect of Record and the Structural Engineer of Record. • "Structural Engineer of Record" (SER) — The structural engineer who is licensed to stamp & sign the structural documents for the project. The SER is responsible for the design of the Primary Structural System. • "Submit for review" - Submit to the Architect/Engineer for review prior to fabrication or construction. • "Per Plan" — Indicates references to the structural plans, elevations and structural general notes. • "Specialty Structural Engineer" (SSE) — A professional engineer (PE or SE), licensed in the State where the project is located, (typically not the SER), who performs specialty structural engineering services for selected specialty -engineered elements identified in the Contract Documents, and who has experience and training in the Specialty. Documents stamped and signed by the SSE shall be completed by or under the direct supervision of the SSE. • "Bidder -designed" — Components of the structure that require the general contractor, subcontractor, or supplier who is responsible for the design, fabrication and installation of specialty -engineered elements identified in the Contract Documents to retain the services of an SSE. Submittals of "Bidder -designed" elements shall be stamped and signed by the SSE. SPECIFICATIONS: Refer to the project specifications issued as part of the contract documents for information supplemental to these drawings. OTHER DRAWINGS: Refer to the architectural, mechanical, electrical, civil and plumbing drawings for additional information including but not limited to: dimensions, elevations, slopes, door and window openings, non -bearing walls, stairs, finishes, drains, waterproofing, railings, mechanical unit locations, and other nonstructural items. STRUCTURAL DETAILS: The structural drawings are intended to show the general character and extent of the project and are not intended to show all details of the work. Use entire detail sheets and specific details referenced in the plans as "typical" wherever they apply. Similarly, use details on entire sheets with "typical" in the name wherever they apply. STRUCTURAL RESPONSIBILITIES: The structural engineer (SER) is responsible for the strength and stability of the primary structure in its completed form. COORDINATION: The Contractor is responsible for coordinating details and accuracy of the work; for confirming and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of assembly; and for per- forming work in a safe and secure manner: PRE -CONSTRUCTION MEETINGS: The Contractor is responsible for coordinating pre -construction meetings prior to commencing work. Pre -con meetings, scheduled approximately two weeks prior to the start of the relevant work, are required for the following phases of construction: Structural Steel, Cold -Formed Steel, Concrete, Demolition. At- tendees for pre -construction meeting are to include contractor, relevant subcontractors, fabricators, inspectors, architect/ engineer, and representative of the Authority Having Jurisdiction where required. Meeting agendas are to include review of the work scope, project schedule relevant to the work, contact information of responsible parties, inspection points, review of materials and any special cases or issues, procedures for clarifications if required, testing and acceptance, etc. MEANS, METHODS and SAFETY REQUIREMENTS: The contractor is responsible for the means and methods of construction and all job related safety standards such as OSHA and DOSH (Department of Occupational Safety and Health). Contractor is responsible to adhere to OSHA regulations regarding steel erection items specifically addressed in the latest OSHA regulations. Bolting and field welding at all member connections is to be completed prior to the release of the member from the hoisting mechanism unless reviewed and approved by the General Contractor's temporary brac- ing and shoring design engineer. BRACING/SHORING DESIGN ENGINEER: The contractor shall at his discretion employ an SSE, a registered profes- sional engineer for the design of any temporary bracing and shoring. TEMPORARY SHORING, BRACING: The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary shoring, bracing and other elements required to maintain stability until the struc- ture is complete. It is the contractor's responsibility to be familiar with the work required in the construction documents and the requirements for executing it properly. CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the design loads as not- ed in DESIGN CRITERIA & LOADS below or the capacity of partially completed construction as determined by the Con- tractor's SSE for Bracing/Shoring. CHANGES IN LOADING: The contractor has the responsibility to notify the SER of any architectural, mechanical, electri- cal, or plumbing load imposed onto the structure that differs from, or that is not documented on the original Contract Doc- uments (architectural / structural / mechanical / electrical or plumbing drawings). Provide documentation of location, load, size and anchorage of all undocumented loads in excess of 400 pounds. Provide marked -up structural plan indicat- ing locations of any new equipment or loads. Submit plans to the Architect/Engineer for review prior to installation. NOTE PRIORITIES: Plan and detail notes and specific loading data provided on individual plans and detail draw- ings supplements information in the Structural General Notes. DISCREPANCIES: In case of discrepancies between the General Notes, Specifications, Plans/Details or Reference Standards, the Architect/Engineer shall determine which shall govern. Discrepancies shall be brought to the attention of the Architect/Engineer before proceeding with the work. Should any discrepancy be found in the Contract Documents, the Contractor will be deemed to have included in the price the most expensive way of completing the work, unless prior to the submission of the price, the Contractor asks for a decision from the Architect as to which shall govern. Accordingly, any conflict in or between the Contract Documents shall not be a basis for adjustment in the Contract Price. SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts between the drawings and actual site conditions shall be brought to the attention of the Architect/Engineer before proceeding with the work. ALTERNATES: Alternate products of similar strength, nature and form for specified items may be submitted with adequate technical documentation (proper test report, etc.) to the Architect/Engineer for review. Alternate materials that are submitted without adequate technical documentation or that significantly deviate from the design intent of materi- als specified may be returned without review. Alternates that require substantial effort to review will not be reviewed un- less authorized by the Owner. DESIGN CRITERIA AND LOADS OCCUPANCY: Risk Category of Building per 2012 IBC Table 1604.5 = II SEISMIC DESIGN: Seismic Design Category: SDC = D Seismic Importance Factor per ASCE 7-10 Table 1.5-2 le = 1.0 Spectral Response Acceleration (Short Period) S. = 1.496 Spectral Response Acceleration (1-Second Period) S, = 0.561 Spectral Design Response Coefficient (Short Period) SDS = 0.997 g Spectral Design Response Coefficient (1-Second Period) SDI = 0.561 g DESIGN LIVE LOADS AREA LIVE LOADS (PSF) UNO REMARKS & FOOT - NOTES Handrails & Pedestrian Guardrails 50 PLF or 200 LB (1) Stairs & Exits 100 PSF or 300 LB Stair treads per note (2) Parking Garage — Passenger Vehicles only 40 3000 lb wheel (3) Offices 50 + 15 2000 Ibs (4) Mechanical Rooms 150 Light Storage Area 125 (1) Top rail shall be designed to resist 50 PLF line load or 200 lb point load applied in any direction at any point. Interme- diate n panel fillers shall be designed to withstand a horizontal) ap- plied rails (all those except the handrail), balusters and p g y p plied normal load of 50 LB on an area not to exceed 1 ft square. These three loads are to be considered separately with worst case used for design. (2) Place 300 lb concentrated load over 2"x2" area at any point to produce maximum stress. Area load and concentrat- ed load are to be considered separately with worst case used for design. (3) Apply concentrated wheel load over4-1/2"x4-1/2" square area. (4) Floors for Business Group B (Offices) Occupancy shall be designed with a basic floor Live Load plus an additional 15 PSF (minimum) live loading for moveable partitions. SUBMITTALS SUBMIT FOR REVIEW: SUBMITTALS of shop drawings, and product data and mill tests are required for items noted in the individual materials sections and for bidder designed elements. SUBMITTAL REVIEW PERIOD: Submittals shall be made in time to provide a minimum of TWO WEEKS or 10 WORK- ING DAYS for review by the Architect/Engineer prior to the onset of fabrication. GENERAL CONTRACTOR'S PRIOR, REVIEW: Prior to submission to the Arch itect/Engineer, the Contractor shall re- view the submittal for completeness. Dimensions and quantities are not reviewed by the SER, and therefore, must be verified by the General Contractor. Contractor shall provide any necessary dimensional details requested by the Detailer and provide the Contractor's review stamp and signature before forwarding to the Architect/Engineer. SHOP DRAWING REVIEW: Once the contractor has completed his review, the SER will review the submittal for general conformance with the design concept and the contract documents of the building and will stamp the submittal accordingly. Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications, nor departures there from. The SER will return submittals in the form they are submitted in (either hard copy or electronic). For hard copy submittals, the contractor is responsible for submitting the required num- ber of copies to the SER for review. SHOP DRAWING DEVIATIONS: When shop drawings (component design drawings) differ from or add to the re- quirements of the structural drawings they shall be designed and stamped by the responsible SSE. DEFERRED SUBMITTALS BIDDER -DESIGNED ELEMENTS Submit "Bidder -Designed" deferred submittals to the Architect and SER for review. The deferred submittals shall also be submitted to the city for approval, if required by the city. Design of prefabricated, "bidder designed", manufactured, pre-engineered, or other fabricated products shall be comply with the following requirements: 1) Design considers tributary dead, live, wind and earthquake loads in combinations required by IBC. 2) Design within the Deflection Limits noted herein and as specified or referenced in the IBC. 3) Design shall conform to the specifications and reference standards of the governing code. 4) Submittal shall include: a. Calculations prepared, stamped and signed by the SSE demonstrating code conformance. b. Engineered component design drawings are prepared, stamped and signed by the SSE, c. Product data, technical information and manufacturer's written requirements and Agency approvals as applicable. d. SSE may submit to the Architect/Engineer, a request to utilize relevant alternate design criteria of similar nature and generally equivalency which is recognized by the Code and acceptable to the Au- thority Having Jurisdiction. Submit adequate documentation of design. DEFLECTION LIMITS: VERTICAL LIMIT Floor Members, Total Load (TL) uno L / 240 Floor Live Load (LL) uno L / 360 Operable Partition Support Members L / 600 or Y4" maximum HORIZONTAL LIMIT and FOOTNOTE Members Supporting Brittle Finishes L / 240 (1) Members Supporting Flexible Finishes L / 180 (1) (1) Wind Load is reducible to 0.7 times the Component and Cladding Loads per Table 1604.3 footnote f. GENERAL CONTRACTOR'S PRIOR REVIEW: Once the contractor has completed his review of the SSE component drawings, the SER will review the submittal for general conformance with the design of the building and will stamp the submittal accordingly. Review of the Specialty Structural Engineer's (SSE) shop drawings (component design drawings) is for compliance with design criteria and compatibility with the design of the primary structure and does not relieve the SSE of responsibility for that design. All necessary bracing, ties, anchorage, proprietary products shall be furnished and installed per manufacturer's instructions or the SSE's design drawings and calculations. These elements include but are not limited to: Handrails, Guardrails and Balcony Rail Anchorages • Metal Deck Edge Forms Mechanical, Electrical, Plumbing & Sprinkler Hanger Plans • Temporary Shoring Systems • Space Frames (Unistrut) • Cold -formed Metal Studs - Framing Interior Walls including Partial Height • Cold -formed Metal Studs & Joists Framing Overhead Soffits INSPECTIONS, QUALITY ASSURANCE VERIFICATIONS AND TEST REQUIREMENTS INSPECTIONS: Foundations, footings, under slab systems and framing are subject to inspection by the Building Official in accordance with IBC 110.3. Contractor shall coordinate all required inspections with the Building Official. SPECIAL INSPECTIONS, VERIFICATIONS and TESTS: Special Inspections, Verifications and Testing shall be done in accordance with IBC Chapter 17 and the STATEMENT OF SPECIAL INSPECTIONS herein per IBC Sections 1704 and 1705, including 1705.11 for seismic resistance for projects in Seismic Design Categories C, D, E and F as applicable. SPECIAL INSPECTION AGENCY and SPECIAL INSPECTORS: Owner shall retain a WABO accredited Special Inspec- tions agency to provide Special Inspections for the project. Special Inspectors shall be qualified persons per IBC 1704.2.1. STATEMENT OF SPECIAL INSPECTIONS. Special Inspections and Testing per IBC Sections 1704 and 1705 are re- quired for the following: FABRICATION SHOP INSPECTION: Where off -site Fabrication of gravity LOAD BEARING MEMBERS & ASSEM- BLIES is performed, Special Inspector shall verify that the fabricator complies with IBC 1704.2.5 SOILS & FOUNDATION CONSTRUCTION per IBC Section 1705.6 . Periodic inspection of soils earthwork per Table 1705.6 is required for: o Footing soil bearing surfaces prior to placing any reinforcing steel o Excavation depth and bearing layer prior to placing any reinforcing steel. o Compacted fill material classification. o Subgrade preparation prior to filling. e Continuous inspection per Table(s) 1705.6, 1705.7 and 1705.8 required for: o Filling operations to satisfy requirements of IBC Table 1705.6 and the geotechnical report listed under SOILS & FOUNDATIONS section. o Compacted fill density testing of each lift, proper lift thickness and material classification. 0 o Driving and testing of Deep Foundations - STEEL PIPE piles per IBC Section & Table 1705.7 and 1808. o Installation of Cast -in -Place Deep Foundations — AUGERCAST Piles, Drilled, Cased & Uncased, Cast -in -place Piers/Caisson per IBC Section & Table 1705.8 and IBC Section 18.10.4.8 & IBC 1705.3 for con- crete testing. CONCRETE CONSTRUCTION per IBC Section 1705.3 and Table 1705.3 including: • Periodic inspection required for: o Size & placement of all reinforcing steel prior to the pour. o Placement clearances around reinforcing steel at embedded conduit. o Placing & size of cast -in -place bolts and embedded fabrications prior to the pour. o Shape, location & dimensions of members formed. o Use of the required design concrete mix. o Maintenance of specified curing temperature and techniques. o Verification of in -situ concrete strength prior to removal of shores and forms from beams and structural slabs. • Continuous inspection required during the: o Placing of reinforced concrete, including concrete on metal deck for proper application techniques. o Placing of concrete around cast -in -place bolts and embeds. o Sampling of fresh concrete. o Determinations of slump, air content and temperature. o Grouting operation of post -installed bolts or rebar dowels. STRUCTURAL STEEL per IBC 1704.2.5.1 A qualified Special Inspector of an approved agency" providing Quality Assurance (QA)Special Inspections for the project shall review and confirm the Fabricator and Erector's Quality Control (QC) procedures for completeness and adequacy relative to AISC 360-10 Chapter N, the AISC 303 Code of Standard Practice, AWS D1.1-2010 Structural Welding Code, and 2012 IBC code requirements for the fabricator's scope of work. Waiver of Special Inspection - Fabricator Approval Verification per IBC Section 1704.2.5.2: Special Inspec- tions at the Shop may be waived where Fabricator has been audited for Quality Control by an approved inspection agency and is currently registered or otherwise accepted by the Authority Having Jurisdiction (AHJ) per IBC 1704.2.5.2 to perform both Quality Control (QC) and Quality Assurance (QA) inspections. Fabricator is approved to perform fabrication without Special Inspections and shall at the completion of fabrication provide a "Certificate of Compliance" to the Authority Having Jurisdiction stating that the work was performed in accordance with the ap- proved Construction Documents. o QA Agency providing Special Inspections shall provide personnel meeting the minimum qualification re- quirements for Inspection and Nondestructive Testing NDT per AISC 360-10 Section N4. o Verify Fabricator and Erector Quality Control Program per AISC 360-10 Section N2. o Visual Welding Inspection of welds by both QC and QA personnel shall be per tables listed in AISC 360 Section N5. o Inspection Tasks for Welding ■ Prior to Welding per AISC 360-10 Table N5.4-1. During Welding per AISC 360-10 Table N5.4-2. ■ After Welding per AISC 360-10 Table N5.4-3. o Nondestructive Testing (NDT) of welds: ■ Non -Destructive Testing (NDT) of welded joints per AISC 360-10 N.5. ■ Risk Category for determination of extent of NDT per AISC 360 N5.5b is noted in the Design Criteria and Loads section of these General Requirements. NDT performed shall be documented and reports shall identify the tested weld by piece mark and location in the piece. ■ For field work, the NDT report shall identify the tested weld by location in the structure, piece mark and location in the piece. o Inspection Tasks for Bolting per AISC 360-10 Section N5.6 ■ Prior to Bolting per AISC 360-10 Table N5.6-1. Not required for snug -tight joints. ■ During Bolting per AISC 360-10 Table N5.6-2. Not required for snug -tight joints. ■ After Bolting per AISC 360-10 Table N5.6-3. o Additional Inspection tasks per AISC 360-10 Section N5.7. o Inspection for Composite Construction shall be done per AISC 360-10 Section N6. COLD -FORMED STEEL per IBC Section 1707.4 shall be done in accordance with the following requirements: • Periodic inspection required for Verification during/of: . o Welding of all elements of the seismic -force resisting system in accordance with IBC Sec 1705.11.3. o Screw attachment, bolting, anchoring, and other fastening of components within the seismic force resist- ing system, including struts, braces, hold-downs, diaphragms and shear walls. o Periodic spot check inspections (minimum of 30 percent) for the following: ■ Member material, size, and coating. ■ Alignment, placement, condition of members shall meet the requirements of the "Erection and Tolerances" section below. ■ Wall stud bridging and strongback installation. ■ Connections: screw & bolt size and spacing, welding operations and size • Where off -site prefabrication of assemblies occurs, Special Inspector shall review the Fabrication shop's Quality Control procedures for completeness and adequacy relative to AISI Code of Standard Practice, AWS D1.3 Struc- tural Welding Code — Sheet Steel and 2012 IBC 1704.2.5 code requirements for the fabricator's scope of work. EMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural and non- structural embedded items before placing concrete. Contractor shall refer to mechanical, electrical, plumbing and archi- tectural drawings and coordinate other embedded items. CAST -IN -PLACE CONCRETE . REFERENCE STANDARDS: Conform to: (1) ACI 301-10 "Specifications for Structural Concrete" (2) IBC Chapter 19 "Concrete" (3) ACI 318-11/318R-11 "Building Code Requirements for Structural Concrete" (4) ACI 117-10 "Specifications for Tolerances for Concrete Construction and Materials" FIELD REFERENCE: The contractor shall keep a copy of ACI Field Reference manual, SP-15, "Standard Specifications for Structural Concrete (ACI 301) with Selected ACI and ASTM References." CONCRETE MIXTURES: Conform to ACI 301 Section 4 "Concrete Mixtures" and IBC Section 1904.3. MATERIALS: Conform to ACI 301 Section 4.2.1 "Materials" for requirements for cementitious materials, aggregates, mix- ing water and admixtures. SUBMITTALS: Provide all submittals required by ACI 301 Section 4.1.2. Submit mix designs for each mix in the table below. Substantiating strength results from past tests shall not be older than 24 months per ACI 318 Section 5.3. TABLE OF MIX DESIGN REQUIREMENTS Member Type/Location Strength fc (psi) Test Age (days) Maximum Aggregate Exposure Class Max W/ C Ratio Air Con- tent Notes (1 to 8 Typical UNO) Foundations and Footings 4000 28 1" - - - - Slabs on Grade 3000 28 1" - 0.45 - Interior Topping Slabs 3000 28 1" - 0.45 - - Slabs on Metal Deck 3500 28 1" - - - - Table of Mix Design Requirements Notes: (1) W/C Ratio: Water-cementitious material ratios shall be based on the total weight of cementitious materials. Maxi- mum ratios are controlled by strength noted in the Table of Mix Design Requirements and durability requirements given in ACI 318 Section 4.3. (2) Cementitious Materials: a. The use of fly ash, other pozzolans, silica fume, or slag shall conform to ACI 318 Sections 4.3.1 and 4.4.2. Maximum amount of fly ash shall be 25% of total cementitious content unless reviewed and approved other- wise by SER. b. For concrete used in elevated floors, minimum cementitious-materials content shall conform to ACI 301 Ta- ble 4.2.2.1. Acceptance of lower cement content is contingent on providing supporting data to the SER for review and acceptance. C. Cementitious materials shall conform to the relevant ASTM standards listed in ACI 318 Section 3.2.1. (3) Air Content: Conform to ACI 318 Section 4.4.1. Minimum standards for exposure class are noted in the table. If freezing and thawing class is not noted, air content given is that required by the SER. Concrete surfaces in contact with the soil require entrained air. Tolerance is t1-Y2%. Air content shall be measured at point of placement. (4) Aggregates shall conform to ASTM C33. (5) Slump: Conform to ACI 301 Section 4.2.2.2. Slump shall be determined at point of placement. (6) Chloride Content: Conform to ACI 318 Section 4.3.1. (7) Non- chloride accelerator: Non -chloride accelerating admixture may be used in concrete placed at ambient temper- atures below 50OF at the contractor's option. (8) ACI 318, Section 4.2.1 exposure classes shall be assumed to be FO, SO, PO, and CO unless different exposure classes are listed in the Table of Mix Design Requirements that modify these base requirements. FORMWORK & RESHORING: Conform to ACI 301 Section 2 "Formwork and Form Accessories." Removal of Forms shall conform to Section 2.3.2 except strength indicated in Section 2.3.2.5 shall be 0.75 f c. MEASURING. MIXING, AND DELIVERY: Conform to ACI 301 Section 4.3. HANDLING, PLACING, CONSTRUCTING AND CURING: Conform to ACI 301 Section 5. In addition, hot weather con- creting shall conform to ACI 305.1-06 and cold weather concreting shall conform to ACI 306.1-90. CONSTRUCTION JOINTS: Conform to ACI 301 Sections. 2.2.2.5, 5.2.2.1 and 5.3.2.6. Construction joints shall be locat- ed and detailed as on the construction drawings. Submit alternate locations per ACI 301 Section 5.1.2.3a for review and approval by the SER two weeks minimum prior to forming. Use of an acceptable adhesive, surface retardant, portland cement grout or roughening the surface is not required unless specifically noted on the drawings. EMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural and non- structural embedded items before placing concrete. Contractor shall refer to mechanical, electrical, plumbing and archi- tectural drawings and coordinate other embedded items. GROUT: Use 7000 psi non -shrink grout under column base plates. GROUT: Consult BASF Building Systems Product Catalog for description of grouts listed below. (1) Bearing Plates and Equipment. Use BASF MASTERFLOW 555 Grout. (2) Special Equipment Base Plates. Where noted on the plans, use BASF EMBECO 885 GROUT, or BASF MASTER - FLOW 648 CP Plus epoxy grout. GROUTED REBAR: See Post -Installed Anchors to Concrete. POST -INSTALLED ANCHORS to CONCRETE: Anchor location, type, diameter and embedment shall be as indicated on drawings. Reference the POST INSTALLED ANCHORS section for applicable Post -Installed Anchor Adhesives. An- chors shall be installed and inspected in strict accordance with the applicable ICC-Evaluation Service Report (ESR). Special inspection shall be per the TESTS and INSPECTIONS section. TOPPING SLABS: Conform to ACI 301 and the recommendations of ACI 302.1 R-04"Guide For Concrete Floor and Slab Construction" for Class 3 (bonded topping floors. Caution: Bonding of two -course floors is a highly critical operation re- quiring extra care by the contractor. Strict compliance with the concrete mix requirements, especially the water -cement ratio and slump is critical. When a bonding agent is specified, conform strictly to the manufacturer's instructions for use and for all special surface preparations required. BONDING AGENT: Use BASF Concresive Liquid (LPL). Apply in accordance with manufacturer's instructions. JOINT COMPOUND: Provide acid resistant silicone caulk where noted on the drawings. Submit product data for review. LEAN CONCRETE BACKFILL: Conform to recommendations of ACI 229R-99 "Controlled Low Strength Materials (CLSM)" for mixing and placing lean concrete backfill shown on the drawings. Use 100 psi mix for backfill not under foot- ings. Use 300 psi mix for backfill below footings. Use standard slump test to verify flow ability. Test in accordance with ASTM D 4832-10 "Standard Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders." SHRINKAGE: Conventional and post -tensioned concrete slabs will continue to shrink after initial placement and stressing of concrete. Contractor and subcontractor shall coordinate jointing and interior material finishes to provide adequate tol- erance for expected structural frame shrinkage and shall include, but not be limited to: curtain wall, dryvit, storefront, sky- light, floor finish, and ceiling suppliers. Contact Engineer for expected range of shrinkage. FLOOR FINISHES: The contractor must provide and correctly install an isolation membrane and properly detailed expan- sion joints to help minimize cracking of finishes with cementitious setting beds or finish properties (tile, stone, terrazzo, concrete topping, etc). The expansion joints shall be sized for an expected shortening movement of 0.01 inches per foot. STRENGTH TESTING AND ACCEPTANCE: Testing: Obtain samples and conduct tests in accordance with ACI 301 Section 1.6.3.2. Additional samples may be required to obtain concrete strengths at alternate intervals than shown below. • Cure 4 cylinders for 28-day test age, test 1 cylinder at 7 days, test 2 cylinders at 28 days, and hold 1 cylinder in reserve for use as the Engineer directs. After 56 days, unless notified by the Engineer to the contrary, the re- serve cylinder may be discarded without being tested for specimens meeting 28-day strength requirements. • The number of cylinders indicated above reference 6 by 12 in cylinders. If 4 by 8 in cylinders are to be used, additional cylinders must be cured for testing of 3 cylinders at test age per the table of mix design require- ments. Acceptance. Strength is satisfactory when: (1) The averages of all sets of 3 consecutive tests equal or exceed the specified strength. (2) No individual test falls below the specified strength by more than 500 psi. A test 4 for acceptance is the average strength of two 6 by 12 in. cylinders or three by 8 in. cylinders tested at the specified test age. CONCRETE PLACEMENT TOLERANCE: Conform to ACI 117-10 for concrete placement tolerance. OVER -FRAMING / STRUCTURAL FOAM FILL / RIGID INSULATION FOAM FILL: Structural foam fill / rigid insulation as shown on the drawings shall be InsulFoam GF, by InsulFoam LLC Engineered EPS, Type ASTM D6817, or approved equal. Provide in locations and thicknesses indicated on plans. Mini- mum Required Foam Properties are: Foam Type, InsulFoam EPS19; Density, 1.15 pcf; Compressive Resistance, 5.8 psi (at 1 % deformation), 13.1 psi (at 5% deformation), and 16.0 psi (at 10% deformation). CONCRETE REINFORCEMENT REFERENCE STANDARDS: Conform to: (1) ACI 301-10 "Standard Specifications for Structural Concrete", Section 3 "Reinforcement and Reinforcement Sup- ports." (2) ACI SP-66-04 "ACI Detailing Manual" including ACI 315-99 "Details and Detailing of Concrete Reinforcement." (3) CRSI MSP-09, 28th Edition, "Manual of Standard Practice." (4) ANSI/AWS D1.4 "Structural Welding Code - Reinforcing Steel." (5) IBC Chapter 19-Concrete. (6) ACI 318-11 "Building Code Requirements for Structural Concrete." (7) ACI 117-10 "Specifications for Tolerances for Concrete Construction and Materials" SUBMITTALS: Conform to ACI 301 Section 3.1.1 "Submittals, data and drawings." Submit placing drawings showing fabrication dimensions and locations for placement of reinforcement and reinforcement supports. MATERIALS: Reinforcing Bars...................................................ASTM A615, Grade 60, deformed bars. Weldable Reinforcing Bars...........:.......................ASTM A706, Grade 60, deformed bars. Smooth Welded Wire Fabric ................................ASTM A185 Deformed Welded Wire Fabric.............................ASTM A497 Bar Supports ........................................................CRSI MSP-09, Chapter 3 "Bar Supports." Tie Wire................................................................16 gage or heavier, black annealed. Headed Deformed Bars ....................................... ASTM A970 FABRICATION: Conform to ACI 301, Section 3.2.2. "Fabrication", and ACI SP-66 "ACI Detailing Manual." WELDING: Bars shall not be welded unless authorized. When authorized, conform to ACI 301, Section 3.2.2.2. "Welding", AWS D1.4, and provide ASTM A706, grade 60 reinforcement. PLACING: Conform to ACI 301, Section 3.3.2 "Placement." Placing tolerances shall conform to ACI 117. CONCRETE COVER: Conform to the following cover requirements unless noted otherwise in the drawings. Concrete cast against earth ................................. 3" Concrete exposed to earth or weather ................ 2" Ties in columns and beams ................................. 1 '/" Bars in slabs ........................................................ %" Bars in walls......................................................... %" Exterior bars in Tilt -up Panels ............................. 1" SPLICES: Conform to ACI 301, Section 3.3.2.7, "Splices". Refer to "Typical Lap Splice and Development Length Sched- ule" for typical reinforcement splices. Splices indicated on individual sheets shall control over the schedule. Mechanical connections may be used when approved by the SER. FIELD BENDING: Conform to ACI 301 Section 3.3.2.8. "Field Bending or Straightening." Bar sizes #3 through #5 may be field bent cold the first time. Other bars require preheating. Do not twist bars. Bars shall not be bent past 45 de- grees. TYPICAL CONCRETE REINFORCEMENT: Unless noted on the plans, concrete walls shall have the following minimum reinforcement. Contractor shall confirm minimum reinforcement of walls with SER prior to rebar fabrication. TABLE of MINIMUM CONCRETE WALL REINFORCING Wall Thickness HORIZONTAL Bars VERTICAL Bars Location 6" #4 @ 12" OC #4 @ 12" OC center in wall 8" #5 @ 12" OC #5 @ 12" OC center in wall 10" #4 @ 16" OC EF #4 @ 16" OC EF EF = each face 12" #4 @ 12" OC EF #4 @ 12" OC EF EF = each face POST -INSTALLED ANCHORS (INTO CONCRETE AND MASONRY) REFERENCE STANDARDS: Conform to: 1) IBC Chapter 19 "Concrete" 2) ACI 318-11 "Building Code Requirements for Structural Concrete" 3) IBC Chapter 21 "Masonry" 4) ACI 530-11/ASCE 5-11/TMS402-11 "Building Code Requirements for Masonry Structures" POST -INSTALLED ANCHORS: Install only where specifically shown in the details or allowed by SER. All post -Installed anchors types and locations shall be approved by the SER and shall have a current ICC-Evaluation Service Report that provides relevant design values necessary to validate the available strength exceeds the required strength. Submit cur- rent manufacturer's data and ICC ESR report to SER for approval regardless of whether or not it is a pre -approved an- chor. Anchors shall be installed in strict accordance to ICC-ESR and manufacturer's instructions. No reinforcing bars shall be damaged during installation of post -installed anchors. Special inspection shall be per the TESTS and INSPEC- TIONS section. Anchor type, diameter and embedment shall be as indicated on drawings. 1. ADHESIVE ANCHORS: The following Adhesive -type anchoring systems have been used in the design and shall be used for anchorage to CONCRETE as applicable and in accordance with corresponding current ICC ESR report. Drilled -in anchor embedment lengths shall be as shown on drawings, or not less than 7 times the anchor nominal diameter (7D). a. HILTI "HIT-HY 200" — ICC ESR-3187 for anchorage to CONCRETE with embedment depth less than or equal to 20 bar diameters b. HILTI "HIT -RE 500 SD" — ICC ESR-2322 for anchorage to CONCRETE with any embedment depth c. SIMPSON "SET-XP" — ICC ESR 2508 for anchorage to CONCRETE d. POWERS "PE1000" — ICC ESR-2583 for anchorage to CONCRETE 2. EXPANSION ANCHORS: The following Expansion type anchors are pre -approved for anchorage to CON- CRETE or MASONRY in accordance with corresponding current ICC ESR report: a. HILTI "KWIK BOLT TZ" — ICC ESR-1917 for CONCRETE Only b. SIMPSON "STRONG -BOLT 2" — ICC ESR-3037 for CONCRETE Only c. POWERS "POWER -STUD + SD1" — ICC ESR-2818 for CONCRETE Only 3. SCREW ANCHORS: The following Screw type anchor is pre -approved for anchorage to CONCRETE or MASONRY in accordance with corresponding current ICC ESR report: a. SIMPSON "TITEN HD" — ICC ESR-2713 for CONCRETE Only b. POWERS "WEDGE -BOLT +" — ICC ESR-2526 for CONCRETE Only c. POWERS "SNAKE" — ICC ESR-2272 for anchorage to CONCRETE Only d. HILTI "HUS-EZ" — ICC ESR-3027 for anchorage to CONCRETE Only STRUCTURAL STEEL REFERENCE STANDARDS: Conform to: 1) IBC Chapter 22 — "Steel" 2) ANSI/AISC 303-10 — "Code of Standard Practice for Steel Buildings & Bridges" 3) ANSI/AISC 325-10 — "Steel Construction Manual" 4) ANSI/AISC 360-10 — "Specification for Structural Steel Buildings" 5) AWS D1.1:2010 — "Structural Welding Code — Steel" 6) 2009 RCSC — "Specification for Structural Joints using High -Strength Bolts" SUBMITTALS: Submit the following documents to the SER for review: (1) SHOP DRAWINGS complying with AISC 360 Sections M1and N3 and AISC 303 Section 4. (2) ERECTION DRAWINGS complying AISC 360 Sections M1and N3 and AISC 303 Section 4. Make copies of the following documents "Available upon Request" to the SER or Owner's Inspection Agency in elec- tronic or printed form prior to fabrication per AISC 360 Section N3.2 requirements: (1) Fabricator's written Quality Control Manual that includes, as a minimum: a. Material Control Procedures b.. Inspection Procedures c. Non-conformance Procedures (2) Steel & Anchor Rod suppliers' Material Test Reports (MTR's) indicating the compliance with specifications. (3) Fastener manufacturer's Certification documenting conformance with the specification. (4) Filler metal manufacturer's product data for SMAW, FCAW and GMAW indicating: a. Product specification compliance b. Recommended welding parameters c. Recommended storage and exposure requirements including baking d. Limitations of use (5) Welded Headed (Shear) Stud Anchors Manufacturer's certification indicating the meet specifications. (6) Weld Procedure Specifications (WPS's) for shop and field welding. (7) Manufacturer's Certificates of Conformance for electrodes, fluxes and gases (welding consumables). (8) Procedure Qualification Records (PQR's) for WPS's that are not prequalified in accordance with AWS. (9) Welding personnel Performance Qualification Records (WPQR) and continuity records conforming to AWS standards and WABO standards as applicable for Washington State projects. MATERIALS: Structural steel materials shall conform to materials and requirements listed in AISC 360 section A3 including, but not limited to: Wide Flange (W), Tee (WT) Shapes ................... ASTM A992 Fy = 50 ksi Structural (S), (M) & (HP) Shapes ....................... ASTM A36, Fy = 36 ksi Channel (C) & Angle (L) Shapes ......................... ASTM A36, Fy = 36 ksi Structural Plate (PL)............................................ ASTM A36, Fy = 36 ksi High Strength Plate (Gr 50 PL)............................ ASTM A572, Fy = 50 ksi Hollow Structural Section — Square/Rect (HSS) . ASTM A500, Grade B Fy = 46 ksi Structural Pipe, (PIPE) 12" dia. and less ............. ASTM A53, Grade B Fy = 35 ksi Hollow Structural Section — Round (HSS)........... ASTM A500, Grade B Fy = 42 ksi High Strength, Heavy Hex Structural Bolts ......... ASTM A325/171852, Type 1 or 3, Plain Heavy Hex Nuts ................................................... ASTM A563, Grade and Finish per RCSC Table 2.1 ODE p 1 1 1 ,I do , REVIEWED This plan was reviewed fior gencrrl conti,rmance with the follavving, as amended by the jurisdiction: M Structural pn,vtsions of the International Building Code 13 Non -Structural I',U1UlOn5 of the International Building Code I] Others: The pnliect applicant i% responsible G,r conformance with all apphc:d,lc code,. e,nuhuoo, 1,1 appnncd. and permit requirements suhiccl to the rcquurtnrnl.:md unerprclalioos of the governing authority. 'Ihi+ re%icvr does n„t felteve the Architect and Engineers Of Rccord of the respomrbtln% Ibr a complete design in accordance With true )arts of flue sov"entin_ jurisdiction and the State of Washington. Jurisdiction err/ of 7­0I<C✓,L,4 By ' _ � ' Date -7/-;L .3- / ,, 5— REID MIDDLLTON, INC. Code Review Consultant 4 PERMIT RESPONSE 07/22/2015 1 3 BDC 1 REVISION L� 07/15/2015 2 PERMIT SET 06/02/2015 1 PRICING SET 3 05/15/2015 Delta Issue No. Description Date Washers (Hardened Flat or Beveled) .................. ASTM F436, Grade and Finish per RCSC Table 2.1 - ASP YEO Anchor Rods (Anchor Bolts, typical) .................... ASTM F1554, Gr. 36 Anchor Rods (High Strength) .............................. ASTM F1554, Gr. 55 (weldable) per Supplement S1 JUL 27 2015 Mild Threaded Rods ........................................... ASTM A36, Fy = 36 ksi Welded Headed (shear) Stud Anchors ................ ASTM A108 — Nelson/TRW S3L City of T /11, Welded Headed Stud (WHS) Anchors ................ ASTM A108 — Nelson/TRW H4L1. Dowel Bar Anchors (DBA) ASTM A496 — Nelson/TRW D2L, Fy = 70 ksi ILDING IVIS ANCHORAGE to CONCRETE: 1) SHEAR STUDS on STEEL BEAMS for COMPOSITE CONSTRUCTION: Headed Shear Studs welded to tops of Wide Flange Beams, shall be 3/4" diameter WHS with nominal stud lengths as indicated. Unless noted otherwise, provide minimum shear stud height equal to the (metal deck depth + 1 %") and a maximum shear stud height that allows for Y2" of concrete cover over the stud. 2) EMBEDDED STEEL PLATES for Anchorage to Concrete: Plates (PL) embedded in concrete with studs (WHS) or dowel bar anchors (DBA) shall be of the sizes and lengths as indicated on the plans with minimum 1/2" dia. WHS x 6" long but provide not less than %" interior cover or 1 '/2" exterior cover to the opposite face of concrete, unless noted otherwise. 3) COLUMN ANCHOR RODS and BASE PLATES: All columns (vertical member assemblies weighing over 300 pounds) shall be provided with a minimum of four %" diameter anchor rods. Column base plates shall be at least %" thick, unless noted otherwise. Cast -in -place anchor rods shall be provided unless otherwise approved by the Engineer. Unless noted otherwise, embedment of cast -in -place anchor rods shall be 12 times the an- chor diameter (12D). FABRICATION: 1) Conform to AISC 360 Section M2 "Fabrication" and AISC 303 Section 6 "Shop Fabrication". 2) Quality Control (QC) shall conform to: a. AISC 360 Chapter N "Quality Control and Quality Assurance" and b. AISC 303 Section 8 "Quality Control". c. Fabricator and Erector shall establish and maintain written Quality Control (QC) procedures per AISC 360 section N3. 1) I S. amp 0 pt�o mmmDC1 a n G � n a a R sp 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL ©Copyright 07/2015 D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amoto Conversono Inc. D'Amoto Conversano Inc. disclaims any responsibility for its unauthorized use. ,. 2� 7 �� o WASX6V t,' i , ' p.d 33A93 ,<j, Ev . �-,i3OAt,� Job No: 21 BECU.0002.000 Scale: 1/8" = 14" STRUCTURAL GENERAL NOTES Title: Sheet: 0 • 4 � d. Fabricator shall perform self -inspections per AISC 360 section N5 to ensure that their work is performed iq accordance with Code of Standard Practice, the AISC Specification, Contract Documents and the Ap- plicable Building Code. e. QC inspections may be coordinated with Quality Assurance inspections per Section N5.3 where fabrica- tors QA procedures provide the necessary basis for material control, inspection, and control of the work- manship expected by the Special Inspector. WELDING: 1) Welding shall conform to AWS D1.1 with Prequalified Welding Processes except as modified by AISC 360 sec- tion J2 and AISC 341 as applicable. Welders shall be qualified in accordance with AWS D1.1 WABO, require- ments. 2) Use 70ksi strength, low -hydrogen type electrodes (E7018) or E71T as appropriate for the process selected. 3) Welding of high strength anchor rods is prohibited unless approved by Engineer. 4) Welding of headed stud anchors shall be in accordance with AWS D1.1 Chapter 7 "Stud Welding". ERECTION: 1) Conform to AISC 360 Section M4 "Erection" and AISC 303 Section 7 "Erection". 2) Conform to AISC 360 Chapter N "Quality Control and Quality Assurance" and AISC 303 Section 8. a. The Erector shall maintain detailed erection quality control procedures that ensure that the work is per- formed in accordance with these requirements and the Contract Documents. 3) Steel work shall be carried up true and plumb within the limits defined in AISC 303 Section 7.13. 4) High strength bolting shall comply with the RCSC requirements including RCSC Section 7.2 "Required Testing", as applicable and AISC 360 Chapter J, Section M2.5 and Section N5.6. 5) Welding of HEADED STUD ANCHORS shall be in accordance with AWS D1.1 Chapter 7 "Stud Welding. 6) Provide Headed (Shear) Stud Anchors welded through the metal deck to tops of beams denoted in plans. 7) The contractor shall provide temporary bracing and safety protection required by AISC 360 Section M4.2 and AISC 303 Section 7.10 and 7.11. PROTECTIVE COATING REQUIREMENTS: 1) SHOP PAINTING: Conform to AISC 360 Section M3 and AISC 303 Section 6.5 unless otherwise specified by the project specifications. 2) INTERIOR STEEL: a. Unless noted otherwise, do not paint any of the steel surfaces meeting the following conditions: • Concealed by the interior building finishes, • Fireproofed, • Embedded in concrete, • Specially prepared as a "faying surface" for Type -SC "slip -critical" connections including bolted connec- tions that form a part of the Seismic Force Resisting System governed by AISC 341 unless the coating conforms to requirements of the RCSC Bolt Specification and is approved by the Engineer. • Welded; if area requires painting, do not paint until after weld inspections and non-destructive testing requirement, if any, are satisfied. b. Interior steel, exposed to view, shall be painted with one coat of shop primer unless otherwise indicated in the project specifications. Field touch-ups to match the finish coat or as otherwise indicated in the project specifications. METAL FLOOR DECK REFERENCE STANDARDS: Conform to: 1) ICC Report ESR-1735P reissued January 1, 2013 2) AISI NAS - "American Iron and Steel Institute North American Specifications" or ASCE 8-02 - "Specification for the Design of Cold -Formed Stainless Steel Structural Members" 3) NASPEC 2007 - "North American Specification for the Design of Cold -Formed Steel Structural Members" 4) AISI - "Specification for the Design of Cold -Formed Steel Structural Members", 5) AWS D1.3 - "Structural Welding Code - Sheet Steel" SUBMITTALS: Submit shop drawings to the Architect/Engineer for review. Shop drawings shall include material type, design loads, diaphragm capacities, span layout by SSE, deck attachments, metal deck edge form design & calculations, and shoring requirements. All openings shall be indicated. Any alternate deck types and gages shall be submitted to the Architect/Engineer for review prior to fabrication and shall include a valid ICC evaluation report, calculations & shop drawings (component design drawings) stamped by the SSE. MATERIAL: ASTM A653 - SS Designation, Grade 33. Zinc coated per A653, G60. Minimum yield strength shall be 38 ksi. TYPE: Deck shall be "Verco" type as shown on the structural drawings based on 3-span, unshored condition. Shoring is required for conditions other than 3-span. To eliminate shoring, the contractor may choose to use a heavier gage deck with approval by the SER. DIAPHRAGM CAPACITY: Deck and attachments shall be capable of resisting the diaphragm shears where indicated on the drawings. Submit ICC Evaluation Report as proof of compliance. INSTALLATION: Install deck in accordance with supplier's instructions and shop drawings. Attachments shall resist the uplift forces and the diaphragm shear forces shown on the drawings. Welding shall conform to AWS D1.3. Welders shall have current WABO Light Gage Certification. Minimum end lap shall be 2" centered over supports. Minimum bearing shall be 2." OPENINGS: Deck openings less than 6" do not require reinforcement. For larger openings, refer to typical details. ACCESSORIES: Deck manufacturer shall furnish shoring plans, closure plates, ridge and valley plates, cant strips, sump pans, flashing and all other light gage steel material required to complete the work. CONCRETE FILL: Conform to notes this sheet for CAST -IN -PLACE CONCRETE and CONCRETE REINFORCEMENT. Provide minimum 3000 psi concrete and WWF 6x6-W1.4xVV1.4 unless noted otherwise. Splice welded plain wire rein- forcement per ACI 318 Section 12.19 or 12" minimum. DECK FASTENING: Minimum deck fastening shall be as follows, unless noted otherwise on the drawings: • 1/2" diameter puddle welds each rib at transverse and perimeter supports, • 1/2" diameter puddle welds at 6" OC at longitudinal supports, • Side lap connections necessary to develop the shear loading indicated on the diaphragm schedule, but not less than 600 PLF COLD -FORMED STEEL FRAMING REFERENCE STANDARDS: Conform to: (1) AISI "North American Specification for the Design of Cold -Formed Steel Structural Members - 2007 Edition." (2) AISI "Standard for Cold Formed Steel Framing - General Provisions" (3) AISI "Standard for Cold Formed Steel Framing - Header Design" (4) AISI "Standard for Cold Formed Steel Framing -Wall Stud Design" (5) AISI "Standard for Cold Formed Steel Framing - Lateral Design" (6) AWS D1.3 "Structural Welding Code - Sheet Steel." MATERIALS: Structural Sections 54, 68 and 97-mil; ASTM A653 Grade D or ASTM A1011 Grade 50, Min Fy=50 KSI, 33 and 43-mil; ASTM A653 Grade A, or ASTM A1011 Grade 33, Min Fy=33 KSI Sheet Metal Screws Grabber or Buildex Self -Drilling, #10 screws unless noted otherwise on drawings; ASTM C1513 or SER approved alternate Fasteners to Steel Hilti X-U Power Actuated Fasteners - ICC ESR-2269 Fasteners to Concrete Hilti X-U Power Actuated Fasteners with'/" embedment- ICC ESR-2269 Weld Material E60XX electrodes conforming to AWS D1.3 Studs and Track shall be galvanized in accordance with ASTM A653, G60, unless in contact with pressure treated wood. If in contact with pressure treated wood, use G90 or greater coatings. Fastenings not shown on the drawings shall be as recommended by the manufacturer. SIZE AND PROFILE: Cold -formed steel framing members shall be as specified in the Steel Stud Manufacturer's Associ- ation ICC Evaluation Report ER-4943P and of the size and profile as shown on the drawings. Alternate members equiva- lent in shape, size, and strength by manufacturers not members of the Steel Stud Manufacturer's Association shall be subject to review and approval by the Architect / Engineer. CONNECTORS and FASTENERS: Connectors shall be installed per the manufacturer's instructions. All screws shall be snug with the steel surface and shall penetrate into steel studs by a minimum of three exposed threads. Connections shall not be stripped. Screws shall be installed a minimum of 3/8" from steel edges and with no less than %" o.c. spac- ing. When fastening to steel, Powder Actuated Fasteners shall be installed a minimum of 1/2" from steel edges and with no less than 1" o.c. spacing. When fastening to concrete, Powder Actuated Fasteners shall be installed a minimum of 3" from concrete edges and with no less than 4" o.c. spacing. FULL -HEIGHT NON -LOAD -BEARING STUD WALLS: Full height stud walls shall be attached to concrete slabs above with deflection track to allow for differential vertical floor deflections under live loads. Maintain %" gap between top of studs and slab unless noted otherwise on plan. MEMBER CONDITION: All structural cold -formed framing members must be in good condition. Damaged members, members with cracking in the steel at the bend radius locations, and members with significant red rusting or scaling of the protective coating are unacceptable and must be replaced, unless approved by the SER. Members not meeting tol- erances listed below shall be replaced prior to loading. ERECTION and TOLERANCES: Cold -formed steel framing shall be erected true and plumb per the requirements and within the specified tolerances listed below. For purposes of this section, camber is defined as the deviation from straightness of a member or any portion of a member with respect to its major axis, and sweep is defined as the devia- tion from straightness of a member or any portion of a member with respect to its minor axis. ■ For joists, track, and axial load bearing studs, out of plumbness and out of straightness (camber and sweep) shall not exceed 1/1000th of the member length (1/8" over 10'-0"). ■ Erect framing in accordance with manufacturer's instructions. ■ Studs shall seat into top and bottom tracks. The gap between the end of the stud and the web of the track shall not exceed 1/16" for axial load bearing studs. ■ Joists and end stiffeners shall be located directly over studs. The use of a wall top track as a load distribution member is not permitted. FIELD CUTS AND NOTCHES: Field cuts and notches of any kind (including widening pre -punched holes) are NOT al- lowed in any structural cold -formed steel member without prior approval from SER. TEMPORARY BRACING: Reference "Temporary Shoring, Bracing" in the "General Requirements" section above. DRAWING LEGEND MARK DESCRIPTION MARK DESCRIPTION F2.0 FOOTING SYMBOL (REFER TO SPREAD FOOTING SCHEDULE) j INDICATES WIDE FLANGE COLUMN P1 PILE CAP SYMBOL (REFER TO INDICATES HOLLOW STRUCTURAL SECTTUBEON COLUMN R PILE CAP SCHEDULE) STEELS (TS) COLUMN TILT-UP/PRECAST CONCRETE WALL INDICATES HOLLOW STRUCTURAL ® CONNECTION SYMBOL o SECTION (HSS) COLUMN OR (REFER TO CONNECTION DETAIL) STEEL PIPE COLUMN W6 SHEAR WALL SYMBOL (REFER TO ® INDICATES WOOD POST SHEAR WALL SCHEDULE) Q REVISION TRIANGLE ® INDICATES BUNDLED STUDS TILT-UP/PRECAST CONCRETE WALL Q PANEL NUMBER (REFER TO TILT -UP/ INDICATES CONCRETE COLUMN PRECAST CONCRETE WALL ELEVATIONS) O1 CMU WALL REINFORCING SYMBOLx (REFER TO CMU WALL REINFORCING INDICATES PRECAST CONCRETE COLUMN SCHEDULE) 8" CONTINUITY PLATE LENGTH INDICATES MOMENT FRAME (REFER TO TYPICAL DETAIL) CONNECTION INDICATES DOUBLE SHEAR CONNECTION DS (REFER TO THE DOUBLE SHEAR PLATE ®— INDICATES DRAG CONNECTION CONNECTIONS DETAIL) SR INDICATES NUMBER OF STUD RAIL REQUIRED AT COLUMN (REFER TO INDICATES WOOD OR STEEL STUD STUD RAIL DETAILS) WALL ROOF/FLOOR DIAPHRAGM NAILING 01 SYMBOL (REFER TO DIAPHRAGM INDICATES MASONRY/CMU WALL NAILING SCHEDULE) C1 STEEL COLUMN SYMBOL (REFER INDICATES CONCRETE/TILT-UP TO STEEL COLUMN SCHEDULE) CONCRETE WALL T SLAB ELEVATION SYMBOL (T/ REFERS INDICATES WOOD OR STEEL STUD TO COMPONENT THAT THE SHEAR WALL ELEVATION REFERENCES) STUD BUBBLE (INDICATES NUMBER ® 3 OF STUDS REQUIRED IF EXCEEDS---- INDICATES BEARING WALL BELOW NUMBER SPECIFIED IN PLAN NOTE) INDICATES STEP IN FOOTING s (REFER TO TYPICAL STEP IN j==: INDICATES EXISTING WALL FOOTING DETAIL) DETAILS OR SECTION CUT POST -TENSION DEAD END (PLAN) X SX.X (DETAIL NUMBER/SHEET NUMBER) x DETAILS OR SECTION CUT IN PLAN STRESSING END (PLAN) VIEW DETAIL NUMBER SHEET NUMBER)POST-TENSION INDICATES LOCATION OF CONCRETE WALLS, SHEAR WALLS OR BRACED 3 POST -TENSION PROFILE (PLAN) IN INCHES) /SX.X FRAME ELEVATIONS SPAN INDICATOR (INDICATES EXTENTS Ll OF FRAMING MEMBERS OR OTHER INTERMEDIATE STRESSING (PLAN) STRUCTURAL COMPONENTS) INDICATES DIRECTION OF DECK SPAN ABBREVIATIONS Angle FDN Foundation PSF Pounds per Square AB Anchor Bolt FIN Finish Foot ADDL Additional FLR Floor PSI Pounds Per Square ALT Alternate FRP Fiberglass Inch ARCH Architectural Reinforced Plastic PSL Parallel Strand B or BOT Bottom FTG Footing Lumber B/ Bottom Of F/ Face of P-T Post -Tensioned BLDG Building GA Gage PT Pressure Treated BLKG Blocking GALV Galvanized R Radius BMU Brick Masonry Unit GEOTECH Geotechnical RD Roof Drain BP Baseplate GL Glue Laminated REF Refer/Reference BRBF Buckling Resisting Timber REINF Reinforcing Braced Frame GWB Gypsum Wall Board REQD Required BRIG Bearing HDR Header RET Retaining BTWN Between HF Hem -Fir SCBF Special Concentric Q Centerline HGR Hanger Braced Frame C Camber HD Hold-down 5CHED Schedule CB Castellated Beam HORIZ Horizontal SHTHG Sheathing CIP Cast in Place HP High Point SIM Similar CJ Construction or HSS = TS (Hollow SMF Special Moment Control Joint Structural Section) Frame CJP Complete Joint IBC International Building SOG Slab on Grade Penetration Code SPEC Specification CLG Ceiling ID Inside Diameter SQ Square CLR Clear IE Invert Elevation SR Studrail CMU Concrete Masonry IF Inside Face SF Square Foot Unit INT Interior SST Stainless Steel COL Column k Kips STAGG Stagger/Staggered CONC Concrete KSF Kips Per Square Foot STD Standard CONN Connection LF Lineal Foot STIFF Stiffener CONST Construction LL Live Load STL Steel CONT Continuous LLH Long Leg Horizontal STRUCT Structural C'SINK Countersink LLV Long Leg Vertical SWWJ Solid Web Wood CTRD Centered LP Low Point Joist 0 Diameter LONGIT Longitudinal SYM Symmetrical DB Drop Beam LSL Laminated Strand Lumber T Top DBA Deformed Bar Anchor LVL Laminated Veneer Lumber T/ Top Of DBL Double MAS Masonry T&B Top & Bottom DEMO Demolish MAX Maximum TC AX LD Top Chord DEV Development MECH Mechanical Axial Load DF Douglas Fir MEZZ Mezzanine TCX Top Chord Extension DIAG Diagonal MFR Manufacturer TDS Tie Down System DIST Distributed MIN Minimum T&G Tongue & Groove DL Dead Load MISC Miscellaneous THKND Thickened DN Down NIC Not In Contract THRD Threaded DO Ditto NTS Not To Scale THRU Through DP Depth/Deep OC On Center TRANSV Transverse DWG Drawing OCBF Ordinary Concentric TYP Typical (E) Existing Braced Frame UBC Uniform Building EA Each OD Outside Diameter Code EF Each Face OF Outside Face UNO Unless Noted EL Elevation OPNG Opening Otherwise ELEC Electrical OPP Opposite URM Unreinforced ELEV Elevator OWSJ Open Web Steel Joist Masonry Unit EMBED Embedment OWWJ Open Web Wood Joist VERT Vertical EQ Equal Q Plate W Wide EQUIP Equipment PAF Powder Actuated Fastener W/ With EW Each Way PC Precast W/O Without EXP Expansion PERP Perpendicular WHS Welded Headed Stud EXP JT Expansion Joint PLWD Plywood WP Working Point EXT Exterior PP Partial Penetration WWF Welded Wire Fabric FD Floor Drain PREFAB Prefabricated f Plus or Minus EVEWED FOR X COMPLIANCE APPROVED JUL 2 7 2015 City of Tukwila R.DING DIVISION 12770 Gateway Tukwila, 98168 D E U 0 LS M E J U L Zr 2015 REID MIDDLETON, INC. 4 A PERMIT RESPONSE 07/22/2015 3 BDC 1 REVISION 07/15/2015 2 PERMIT SET 06/02/2015 1 PRICING SET 3 05/15/2015 Delta Issue No. Description Date EMEEMM w==mDC1 a n G � n a a R s@) 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL /STRUCTURAL ©Copyright 07/2015 D'Amoto Conversano Inc. All Rights Reserved This document and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. Job No: 21 BECU.0002.000 Scale: 1/8" = 1'-0" STRUCTURAL GENERAL NNOTES, skas . B& r s REAWED FOR CODE OVEIpNCE APPR JUL 2 7 2015 City of TukWla l' tLDING DIVISION ROOF LEVEL 6 h LEVEL 5 h LEVEL 4 LEVEL 3 AK LEVEL 2 LEVEL 1 h NOTE: DARKENED LINES DESIGNATE AREA OF WORK. 1 ST FLOOR PLAN SCALE: 1/8"=1 '-0" i' U6,16791H "Not IV ,„r F r• I 2015 REID MIDDLETON, IN 4 Q1 PERMIT RESPONSE 07/22/2015 3 BDC 1 REVISION 07/15/2015 2 PERMIT SET 06/02/2015 1 PRICING SET 3 05/15/2015 Delta Issue No. Description Date ONSIMEM ==mDq® 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL © Copyright 07/2015 D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amoto Conversano Inc. D'Amato Conversono Inc. disclaims any responsibility for its unauthorized use. -=xr, � �vASIyc c 'k G 34493 v �0� AL G �SSIONALti� Job No: 21 BECU.0002.000 Scale: 1/8" = 1A" STRUCTURAL 1 ST FLOOR PLAN Title: All Sheet: e PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. 4. BRACE INTERIOR NONBEARING PARTIAL HEIGHT WALLS AT 4'-0"OC MAX PER 10/S3.1. WHERE OCCURS PER ARCH, EXTEND STUDS TO UNDERSIDE OF EXISTING STRUCTURE WITH TOP DEFLECTION TRACK PER 3/S3.1. 5. TYPICAL DETAILS PER: 1/S3.1 TYPICAL TOP & BOTTOM TRACK DETAIL 2/S3.1 TYPICAL TRACK SPLICE 3/S3.1 TYPICAL NON BEARING WALL TOP TRACK ATTACHMENT 15/S3.1 TYPICAL DROPPED CEILING WITH OVERHANG SUPPORT 20/S3.1 TYPICAL DROPPED CEILING SUPPORT kE—VftWED FOR QQDE COMPLIANCE ' APPROVED JUL 2 7 2015 I! City of Tukwila BUILDING DIVISION LEVEL 6 1$ LEVEL 5 h LEVEL 4 1$ LEVEL 3 10 LEVEL 2 1$ LEVEL 1 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. no 12 M� �, M Wei � 4 � w e D E " E M E JUI_ `- 2015 REID MID€DLETON, INC. 4 PERMIT RESPONSE A 07/22/2015 3 BDC 1 REVISION 07/15/2015 2 PERMIT SET 06/02/2015 1 PRICING SET 3 05/15/2015 Delta Issue No. Description Date h 818 STEWART STREET• SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 a FAX: (206) 332-1600 WEBSITE: wwwAci-engineers.com CIVIL / STRUCTURAL ©Copyright 07/2015 DAnnato Conversano Inc. All Rights Reserved This documenC and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. �PttiG 2N0 �F�SSION p,Lti� Job No: 21BECU.0002.000 Scale: 1/81, = 1'-01, STRUCTURAL 1 ST FLOOR REFLECTED, 1ST FLOOR REFLECTED CEILING PLAN SCALE: 1/8"=1 '—O" AVIL Sheet: a i f € ; BECU - TUKWILA t i it it H it ii it it ----- FINANCIAL CENTER ! i � 3 � � � ► i t 12770 Gateway Dr. Tukwila A 98168 ! I i I OPERABLE I GLASS t ! PARTITION PER 10/S3.2 i h ! I ! — PARTIAL HEIGHT WALL 1 362S125-33 TUDS ®16"OC 7777� ! '! ���\��. W/ 362T150-30 TRACK T&B T/WALL PER FRCH (8 —0 MAX) c4x3x A LLV PER 4 S3 3 ! 41/2„ NW CONC W/ ! 6x6 W1.4xW1.4 WWF i f 2"D OVER Px20GA (W2) METAL DECK a ----- - -- --i--- -- a ! + ! ' ! PER PLAN NOTES o ------- x (61/2" TOTAL DEPTH) i I I, I ! I ! ! O J }( (( 1 C0 l i � f i ____ i ,' i � � r � I (E) OPNG IN B ._ .-' x LL==�j ! TO BE FILLED f `° i 1j0/S3A i EQ EQ I EQ ! ! x i c4x3x1/4 LLVI PER 4/S3.3 ! ' I i TYPICAL INTERIOR NONBEARING WALL i t 362S125-33 STUDS @ 16"OC W/ 362T150-30 TRACK T&B - !: E W Q ! -OR- " i ( l 600S125-30 STUDS ®16 OC W/ 600T150-30 TRACK T&B. I j ( WALL TYPE PER /ARCH, SEE NOTE 4 j ! Jul- 2015 icj ! I ! I 1 ; REID MIDDLETON, INC. — e i 4 PERMIT RESPONSE 07/22/2015 i ( 3 BDC 1 REVISION 07/15/2015 i i ! 2 PERMIT SET 06/02/2015 1 PRICING SET 3 05/15/2015 f}} t ! ! P Delta Issue No. Description Date } 1 ► � i I 11 _----------------- i 3 i i f i j i I i t a n G n a a R s® 818 STEWART STREET - SUITE 1000 I ! I SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 - FAX: (206) 332-1600 f WEBSITE: www.dci-engineers.com ©Copyright 07/2015 D'Amato Conversono Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in park without written permission from D'Amato Conversono Inc. i f I Amato Convemano Inc. disclaims any responsibility for its unauthorized use. BANG Z. '0 METAL DECK PLAN NOTES: PLAN NOTES: ROOF �4�w l .� F.pAs�,V r 1. CONCRETE OVER METAL DECK PER PLAN AND STRUCTURAL GENERAL NOTES. METAL DECK SHALL BE 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. LEVEL 6 Y. 3-SPAN MINIMUM. PROVIDE REINFORCING AS SHOWN IN PLAN AND DETAILS. DECK ATTACHMENT REQUIREMENTS PER STRUCTURAL GENERAL NOTES. ATTACH WITH BUILDEX BX12 FASTENERS ® 12"OC 2• VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE �� FIELD VERIFIED. TO ALL DECK SUPPORTS AND BUTTON PUNCH SIDE LAPS @ 24 OC LINO. LEVEL 5 ��� AIL 2. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND ALL TEMPORARY BRACING/STABILITY 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. OF SYSTEM DUE TO CONSTRUCTION LOADS, INCLUDING BUT NOT LIMITED TO POURING OF CONCRETE 4. BRACE INTERIOR NONBEARING PARTIAL HEIGHT WALLS AT 4'-0"OC MAX PER 10/S3.1. WHERE OCCURS PER ARCH, 1 ;: SLABS. EXTEND STUDS TO UNDERSIDE OF EXISTING STRUCTURE WITH TOP DEFLECTION TRACK PER 3/S3.1. LEVEL 4 3. TYPICAL DETAILS PER: 5. TYPICAL DETAILS PER: C heck: TA rA 2/S3.3 TYPICAL METAL DECK OPENING REINFORCING LEVEL .3 20/S3.3 TYPICAL STEEL CONNECTION 1/S3.1 TYPICAL TOP & BOTTOM TRACK DETAIL �E!/WED FO'R �' 2/S3.1 TYPICAL TRACK SPLICE CODE COMPLIANCE Job No: 21BECU.0002.000 Scale: 1/8" = 1'-0" 3/S3.1 TYPICAL NON BEARING WALL TOP TRACK ATTACHMENT APPROVED LEVEL 2 15/S3.1 TYPICAL DROPPED CEILING WITH OVERHANG SUPPORT T 20/S3.1 TYPICAL DROPPED CEILING SUPPORT JUL 2 7 2015 LEVEL , STRUCTURAL .:. ofTuWa ING DIVISION NOTE: 2 N D FLOOR PLAN DARKENED LINES DESIGNATE 61 AREA OF WORK. Title: 2ND FLOOR PLAN N SCALE: 1/8"=1 '-0" Sheet: PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. 4. BRACE INTERIOR NONBEARING PARTIAL HEIGHT WALLS AT 4'-0"OC MAX PER 10/S3.1. WHERE OCCURS PER ARCH, EXTEND STUDS TO UNDERSIDE OF EXISTING STRUCTURE WITH TOP DEFLECTION TRACK PER 3/S3.1. 5. TYPICAL DETAILS PER: 1 /S3.1 TYPICAL TOP & BOTTOM TRACK DETAIL 2/S3.1 TYPICAL TRACK SPLICE 3/S3.1 TYPICAL NON BEARING WALL TOP TRACK ATTACHMENT 15/S3.1 TYPICAL DROPPED CEILING WITH OVERHANG SUPPORT 20/S3.1 TYPICAL DROPPED CEILING SUPPORT -aWED FOR )E COMPLIANCE APPROVED JUL 27 2015 City ofTukvAla MU .ILDING DIVISION ROOF LEVEL 6 LEVEL 5 LEVEL 4 1$ LEVEL 3 Ob IF LEVEL 2 LEVEL 1 INV NOTE: DARKENED LINES DESIGNATE AREA OF WORK. 1 Irnmim EnTafm-l'!• • • lE U HW E 1I I 201 5 I Li REID IV:IDDLETON, INC 4 PERMIT RESPONSE Ql 07/22/2015 3 BDC 1 REVISION 07/15/2015 2 PERMIT SET 06/02/2015 1 PRICING SET 3 05/15/2015 Delta Issue No. Description Date 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL © Copyright 07/2015 D'Amato Conversano Inc. NI Rights Reserved This document, and the ideas and designs may not be reused, in whole or in port, without written permission from D'Amato Conversono Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. Job No: 21 BECU.0002.000 Scale: 1/81,= 11-01, STRUCTURAL 2 D FLOOR REFLECTE Title: C E I L I G PLANO 2ND FLOOR REFLECTED CEILING PLAN SCALE: 1/8"=1 '-0" "", �% Sheet: E I � I , — — — — 2 i � S f BECU TUKWILA I I FINANCIAL CENTER Lji LA s I t i I i E 12770 Gateway Dr. Tukwila, WA98168 i t i I I i i � ► it �-----=-_=---�'\\0 � � } i ! 6 i € i I I ( t 0MI lo OPERABLE PARTITION ! I i I f S I € ; i ! ! --I— I I I}} I 1 I TYPICAL INTERIOR NONBEARING WALL € � i (( ! 362S125-33 STUDS ® 16"OC W/ 362T150-30 TRACK T&B I E OR— `s I I 60OS125-30 STUDS ® 1 C"OC W/ 60OT150-30 TRACK f&B. i I ! ! ± WALL TYPE PER ARCH, SEE NOTE 4. ! EMI C��r E REID IMIDDLETON, INC. I � ' 10 4 PERMIT RESPONSE 07/22/2015 3 BDC 1 REVISION 07/15/2015 2 PERMIT SET 06/02/2015 i I 1 PRICING SET 3 05/15/2015 3 Delta Issue No. Description Date � I 818 STEWART STREET • SUITE 1000 I E ( SEATTLE, WASHINGTON 98101 j PHONE: (206) 332-1900 . FAX: (206) 332-1600 12 WEBSITE: www.dci-engineers.com j 1 , CIVIL / STFiUCTlJF2AL i j{( O Copyright 07/2015 D'Annato Conversano Inc. All Rights Reserved C ins document, and part witho t written epermssion froideas and m D'Amat Conns may not versano Ine,n whole or 1 I ii£ D'Amoto Conversano Inc. disclaims any responsibility for its unauthorized use. tl ROOF �Gti 4 s��C PLAN NOTES: ®3 . 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2.. LEVEL 6 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. LEVEL 5 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. 4. BRACE INTERIOR NONBEARING PARTIAL HEIGHT WALLS' AT 4'-0"OC MAX PER 10/S3.1. WHERE OCCURS PER ARCH, EXTEND STUDS TO UNDERSIDE OF EXISTING STRUCTURE WITH TOP DEFLECTION TRACK PER 3/S3.1. LEVEL 4 5. TYPICAL DETAILS PER: TCO eck: TAK 0 oval: --- LEVEL 3 1/S3.1 TYPICAL TOP & BOTTOM TRACK DETAIL R WED FOR 2/S3.1 TYPICAL TRACK SPLICE CODE COMPLIANCE Job No: 21 BECU.0002.000 Scale: 1/81, = 1'-01, 3/S3.1 TYPICAL NON BEARING WALL TOP TRACK ATTACHMENT APPROVED LEVEL 2 h 15/S3.1 TYPICAL DROPPED CEILING WITH OVERHANG SUPPORT 20/S3.1 TYPICAL DROPPED CEILING SUPPORT JUL 2 % 2015 LEVEL 1 h STRUCTURAL � `°f�'u�ia 3RD FLOOR PLAN ti'jING DIVISION NOTE: DARKENED LINES DESIGNATE AREA OF WORK. Title: 3RD FLOOR PLAN SCALE: 1/8 N She_et:Z5Zn3 A B C D E F G H J K L ® N 0 0 0 0 Q o 0 0 I I � l I i # I I I I I BECU - TU WI LA I I Iit ifI # 1 I I FINANCIAL CENTER - - - - - - -- - - LLJ- - - - -- - - - -- - I - i # ��yy {E t 20/ 1 i 3 _ - o M; , I 12770 Gateway Dr. XL2j Ujt i ffill I III ITukwila, WA 98168 — — — — —— — — — — — — — — — — — — — — - ( © O X / ( I2 i I , — — — O U. J. 1 , , ® 0 0 i — — — �i -- _-- _ ___ _—__________ _. I _-._ 1 i I � 0 # E I L —` -- II X i li f #- -, X i T -I-' � X j 0 II i E 0 0 IT o }( I 7 I X E I 0 O 1 1 I717-1 I i t � ` i i _' _ � Sal • �_ __.� �— I j � � I I I • d i --I — —. .- -- — ---- — — — — — — E —7 ® 1 I o o ! o o I m n o o ot;D o; ® I X I V) # 1 L — — — —- i U E I I(L� ��V�I% IE �1Y��Y�1 12�' r; i LS 1J � L5 1J U L5 j ( p I► '------- ----- I , JUL >�20i5 I I I i REID MIDDLETON, INC. if LU 7, 7I ° I I I° I ° I I ,. ''4 I I 4 PERMIT RESPONSE 07/22/2015 3 BDC 1 REVISION 07/15/2015 2 PERMIT SET 06/02/2015 I I— ------- ----- ------ — --'------- — ------- --- I� 1 PRICING SET 3 05/15/2015 Delta Issue No. Description Date I I # 1 i i ` I I f I l � 11 i tI `(ii ii l i i a ri G rl a EE R S0 € i I I i ! i I 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 . FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com ©Copyright 07/2015 D'Amato Conversano Inc. All Rights Reserved 1 This document and the ideas and designs may not be reused, in whole or in part without written permission from D'Amato Conversano Inc. D'Amatd Conversano Inc. disclaims any responsibility for its unauthorized use. i �pt1G 21y0, ROOF G�oF�'JN s.i PLAN NOTES: ° 1. STRUCTURAL GENERAL NOTES; DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. LEVEL 6 fp- 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE '0° FIELD VERIFIED. N!' LEVEL 5 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. r R• 4. BRACE INTERIOR NONBEARING PARTIAL HEIGHT WALLS AT 4'-0"OC MAX PER 10/S3.1. WHERE OCCURS PER ARCH, LEVEL 4 EXTEND STUDS TO UNDERSIDE OF EXISTING STRUCTURE WITH TOP DEFLECTION TRACK PER 3/S3.1. 5. TYPICAL DETAILS PER: : TC eck: TAK 0 App. LEVEL 3 1/S3.1 TYPICAL TOP &BOTTOM TRACK DETAIL RE 'WED FOR Job No:21BECU.0002.000 Scale: 1/8" = 1'-0" 2/S3.1 TYPICAL TRACK SPLICE tE C MP°LIANCE 3/S3.1 TYPICAL NON BEARING WALL TOP TRACK ATTACHMENT APPROVED LEVEL 2 15/S3.1 TYPICAL DROPPED CEILING WITH OVERHANG SUPPORT 20/S3.1 TYPICAL DROPPED CEILING SUPPORT JUL 2 7 2015 LEVEL 1 ,b STRUCTURAL BUILDING LDIN Tu ISI 41 NOTE: 3RD FLOOR REFLECTED U3 ILDING DIVISION DARKENED LINES DESIGNATE AREA OF WORK. Title: CEILING PLAN 3RD FLOOR REFLECTED CEILING PLAN n N SCALE: Sheet: A g D E F G H J K L M ® 0 © ® R 0 0 0 0 0 0 0 0 0 € , I 1 � i # _T € I € i # i{I i I / E 1 BECU - TUKWILA f 3 1 FINANCIAL CENTER � I i 3 i 12770 Gateway Dr. Tu we I a, Wi4 981 Ca # I # _ # I # , oo j t I 2 i € 1 t i 1 i OPERABLE PARTITION PER 4/S3.2 i TYPICAL INTERIOR NONBEARING WALL # 3625125-33 STUDS, ® 16"OC W/ 362T150-30 TRACK T&B a 000 I I i 3 i , _ — € I 600S125-30 STUDS @ 16"OC W 60OT150-30 TRACK T&B. i I WALL TYPE PER ARCH, SEE NOTE 4 o s i i ATM LAB i LOCATE UNITS V ER (E) JOISTS, j I # i # (5) UNITS TOTAL MAX I I (2200 LBS PER I UNIT MAX), SEE NOTE 6 ` 71 i ! I I ! € REEID MIDDLETON, INC. i I I 4 PERMIT RESPONSE 07/22/2015 3 BDC 1 REVISION 07/15/2015 2 PERMIT SET 06/02/2015 1 PRICING SET 3 05/15/2015 Delta Issue No. Description Date I I,iti ; # t € I 0 R S® # # # # I # # # # # € # € # # # 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 . FAX: (206) 332-1600 # — _ _ — — _ _ # _ _ __ - — — _ I _ _ _ — 1 n WEBSITE: mmAci-engineers.com -- — — -- ---=:- — — � ! �` � ' G CIVIL /STRUCTURAL I € € ©Copyright 07/2015 Amato Conversano Inc. All Rights Reserved i i € This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversono Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. ROOF PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. LEVEL 6 W 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE C, 3 3 LEVEL 5 FIELD VERIFIED. ONX*_ r, 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. 4. BRACE INTERIOR NONBEARING PARTIAL HEIGHT WALLS AT 4'-0"OC MAX PER 10/S3.1. WHERE OCCURS PER ARCH, LEVEL 4 ' EXTEND STUDS TO UNDERSIDE OF EXISTING STRUCTURE WITH TOP DEFLECTION TRACK PER 3/S3.1. 5. TYPICAL DETAILS PER: 0 TAK her pr _ LEVEL 3 Awl 1/S3.1 TYPICAL TOP &BOTTOM TRACK DETAIL Nx WED FOR Job No: 21 BECU.0002.000 Scale: 1/81,=1'-01, 2/53.1 TYPICAL TRACK SPLICE , COMPLIANCE 3/S3.1 TYPICAL NON BEARING WALL TOP TRACK ATTACHMENT APPROVED LEVEL 2 Ob 15/S3.1 TYPICAL DROPPED CEILING WITH OVERHANG SUPPORT IF 20/S3.1 TYPICAL DROPPED CEILING SUPPORT 'JUL 2 7 2015 6. DO NOT TRANSPORT MORE THAN ONE UNIT INTO LOCATION AT A TIME. CONTRACTOR TO SUBMIT LOAD PATH TO LEVEL STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. City NOTE: 4TH FLOOR PLAN Q.DING DIVISION DARKENED LINES DESIGNATE AREA OF WORK. Title: 4TH FLOOR PLAN u A N13 SCALE: 1/8"=1 '-0" Sheet: %Z.00 a I _ i BECU - TUKWILA ► i I ( I I I I I I I i E ( FINANCIAL CENTER I _ _ I --- — s — — -- — — —F1 — — 1 I ( 2 3.1 t i -- -. - -- - - - - -- ---- -r -- -�- - -" r 12770 Gateway Dr. t rA Tukwila, WA 98168 ----------------- O i I • ! II I O 0 O O O O O I ® O 0 OI 0 O # ! i . ---- L , -I I � � ► I i ` I� I I I I \ , — — —E= — — -� II E_j-I-=! I ! E \I \J ss 0 I E I I 0 a ° o © I i i O O ( it i Q a 1 ILI C , � i E O O I O v0 O r-i O 1 O 01 O 6 -7 i { �I o j o 0 0 I ( i I 1 I I I \a O} { I J I 000 i I i �L--- ---_—_-----°-- --_ — — —— 00 i W E i j ( i I i I i �• , r I I I I jj jj e I ID TDI -_" j IT FLi 201) i I- i REID MIDDLET ON1 INC.. i I I , s _ IL--�------ - -_--� - __.--- ---------------- I fi i —� i 4 PERMIT RESPONSE 07/22/2015 I 1 3 BDC 1 REVISION 07/15/2015 a I I j i 2 PERMIT SET 06/02/2015 II L — — — — — — — — — — — — — — — — — — — 1 PRICING SET 3 05/15/2015 I ' ( Delta Issue No. Description Date , I i i I i I • I ,. I ; t At I I I ( ! I I I r C rlGrlaCERS® 818 STEWART STREET • SUITE 1000 i I s I i SEATTLE, WASHINGTON 98101 ' I PHONE: (206) 332-1900 • FAX: (206) 332-1600 ( i n WEBSITE: www.dcl-engineers.com STF?UCTUIFZAL Ii I i © Copyright 07/2015 D'Annato Conversono Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. DAmato Conversano Inc. disclaims any responsibility for its unauthorized use. ROOF_ PLAN NOTES: 2 LEVEL 6 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND S1.y 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE ��IONA'' FIELD VERIFIED. � 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. LEVEL 5 4. BRACE INTERIOR NONBEARING PARTIAL HEIGHT WALLS AT 4'-0"OC MAX PER 10/S3.1. WHERE OCCURS PER ARCH, LEVEL 4 EXTEND STUDS TO UNDERSIDE OF EXISTING STRUCTURE WITH TOP DEFLECTION TRACK PER 3/S3.1. 1 _ 5. TYPICAL DETAILS PER: . TCO ck: TAK Ow p REVI'EEIIVED FOR LEVEL 3 1/S3.1 TYPICAL TOP & BOTTOM TRACK DETAIL CODE COMPLIANCE 2/S3.1 TYPICAL TRACK SPLICE APPROVES Job No: 216ECU.0002.000 Scale: 1/8" = 1'-0" 3/S3.1 TYPICAL NON BEARING WALL TOP TRACK ATTACHMENT LEVEL 2 15/S3.1 TYPICAL DROPPED CEILING WITH OVERHANG SUPPORT JUL 2 7 2015 IF 20/S3.1 TYPICAL DROPPED CEILING SUPPORT LEVEL 1 STRUCTURAL NOTE: 4'TH FLOOR REFLECTED i Fill DARKENED LINES DESIGNATE AREA OF WORK. Title: C E I L I G P LA N 4TH FLOOR REFLECTED CEILING PLAN 4 N SCALE: 1/g"=1'-0" 4AA Sheet: Z5 z 9 o © © © E F -®o � K 4 i Ilv NO! Ill WIN i 01 ! I I i I = I � BECU TUKWILA I i I i I I I I I FI ANCIAL CE TER I ► 12770 Gateway Dr. _ - ► - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ _ _ I __ Tukwila, A 98158 I ! I ► ► ! l I I f I I . . _i k s i i i I I I i I I I I I I I I I i i I IF i i ! \l •.i t i � it I \ = 4 � �( 3 I 11 { � I I ( ( - � i I ;I I TYPICAL INTERIOR NONBEARING WALL I I I CD O I ; I i \: i 362S125-33 STUDS ® ' 6"OC W/ 362T150-30 TRACK T&B —OR— , 60OS125-30 STUDS ®16"OC W/ 600T150-30 TRACK T&B , i I WALL TYPE PER i ARCH, SEE NOTE 4. , I f S i I i. 3 I i 3 I 3 i Ej 7 I i � j • I i� if FF I i ! I( ?^ t MIDDL REID ETON, INC. � � I 4 PERMIT RESPONSE 07/22/2015 3 BDC 1 REVISION 07/15/2015 2 PERMIT SET 06/02/2015 1 PRICING SET 3 05/15/2015 E � E _ Delta Issue No. Description Date I t s 1 i If H II i i I t i i I I 1 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 3 PHONE: (206) 332-1900 . FAX: (206) 332-1600 I (_ — ! i l ♦ WEBSITE: www.dci-engineers.com I ' ©Copyright 07/2015 D'Annato Conversono Inc. All Rights Reserved i This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D•Amata Conversana Inc. ' D•Amato Conversano Inc. disclaims any responsibility for its unauthorized use. .F G� gANG 2$p� ROOF w PLAN NOTES: - 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. .� LEVEL 6 h .� o3�qS��, 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. LEVEL 5 � r 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. 4. BRACE INTERIOR NONBEARING PARTIAL HEIGHT WALLS AT 4'—1 MAX PER 10/S3.1. WHERE OCCURS PER ARCH, LEVEL 4 EXTEND STUDS TO UNDERSIDE OF EXISTING STRUCTURE WITH TOP DEFLECTION TRACK PER 3/S3.1. 5. TYPICAL DETAILS PER: n: TCO eck: TAK 0 A oval: LEVEL 3 1/S3.1 TYPICAL TOP & BOTTOM TRACK DETAIL ��—� 2/S3.1 TYPICAL TRACK SPLICE REV�V�cD FOR Job No: 21BECU.0002.000 Scale: 1/8" = 1'-0" 3/S3.1 TYPICAL NON BEARING WALL TOP TRACK ATTACHMENT CODE ��-���CE 15/S3.1 TYPICAL DROPPED CEILING WITH OVERHANG SUPPORT APB OVER LEVEL 2 h 20/S3.1 TYPICAL DROPPED CEILING SUPPORT ' JUL 2 7 2015 LEVEL 1 STRUCTURAL � City ofTukwila NOTE: 5TH FLOOR PLAN OMING DIVISION DARKENED LINES DESIGNATE AREA OF WORK. Title: 5TH FLOOR PLAN 4 N SCALE: —0" Sheet: u5 I ! i BECU - TUKWILA I I I I I I I I — © I UEJU f,2 � FINANCIAL CENTER 7 i 12770 Gateway Dr. ; Tukwila, W 98168 -------- -------- ---- -----_---` I I I i 1 I 20i 3.1 I i I 0 1 o I i I 1 I 1 I I I I I i ' I I ( � I i , — - — ❑it i I ❑ o O © CD O o I € I , l i I i i i I i I I i i I i i - - - i i I o I I ' I i �3 I i I Is I s i tit FEA,I , I I I I I 1 � Ij� ,i i ❑ ! 13 I � i I � I I I 1i �❑ (i i i i i I i I C 0i II i { i i Ll 10/S3.1 I 1 -{ - - - - - - - - - - - - - - —s - - - - -- ---- - --- I of of o (DI o I® o i o j o o o o j o o; © of ® o l i i _ I I ' I I JUL 20115 REIDMIDDLET i ! , i ! ON, INC. fl— -- — — —— — ----------------' =----- _ _ — e ## 4 PERMIT RESPONSE 07/22/2015 € I o 3 BDC 1 REVISION 07/15/2015 2 PERMIT SET 06/02/2015 !- - - - - - - — - - I - - - - - - - - - - - - - - - - - - 1 PRICING SET 3 05/15/2015 1 1 , f I Delta Issue No. Description Date , 3 J3 DC1 818 STEWART STREET • SUITE 1000 SEATTLE, WASHINGTON 98101 I I PHONE: (206) 332-1900 . FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com "{ � i � CIVIL /STRUCTURAL a iI ©Copyright 07/2015 D'Amato Conversano Inc. All Rights Reserved I I , This document, and the ideas and designs may not be reused, in whole or j in part. without written permission from D'Amoto Conversano Inc. D'Amato Conversano Inc. disclaims arty responsibility for its unauthorized use. ti�ANG zNO'%' G ROOF 4�1A5 PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. LEVEL 6 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE rQNA`� FIELD VERIFIED. LEVEL 5 1, 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. 4. BRACE INTERIOR NONBEARING PARTIAL HEIGHT WALLS AT 4'-0"OC MAX PER 10/S3.1. WHERE OCCURS PER ARCH, LEVEL 4 EXTEND STUDS TO UNDERSIDE OF EXISTING STRUCTURE WITH TOP DEFLECTION TRACK PER 3/S3.1. 5. TYPICAL DETAILS PER: rawn,. 0 Check`: r Ap , REVIEWED FOR LEVEL 3 1 /S3.1 TYPICAL TOP & BOTTOM TRACK DETAIL CODE COMPLIANCE 2/S3.1 TYPICAL TRACK SPLICE APPROVED Job No: 21BECU.0002.000 Scale: 1/8" = 1'-0" 3/S3.1 TYPICAL NON BEARING WALL TOP TRACK ATTACHMENT LEVEL 2 15/S3.1 TYPICAL DROPPED CEILING WITH OVERHANG SUPPORT JUL 2 7 2015 20/S3.1 TYPICAL DROPPED CEILING SUPPORT LEVEL 1 STRUCTURAL _ �� of'Tuaila _, ILONGDIVISION NOTE: 5TH FLOOR REFLECTED DARKENED LINES DESIGNATE AREA OF WORK. C E I LI G PLAN Title: 5TH FLOOR REFLECTED CEILING PLAN N 5 m SCALE: 1/g"=1'-0"Z5 Sheet: n j I ECU - TUKWILA I I I I FINANCIAL CENTER I f � I I I I � ; i � � � � ► � � ► ' i ; 12770 Gateway Dr. T kwi I WA 1 f3 C ! ! I f I l 1 I # I 3 l ' Ll 00 lo i t c I � { i O w t \ 3 t t i { j II 4' _0"OC — f f • ' � i ti L1 I � i j i i7 i i i jj}}JJffJJ • i f f ! i i i � ( ! f 5� i # ' L 7 — J , I i ! f f I ! TYPICAL INTERIOR NONBEARING WALL i Fs 'sue ql� MAX, TYP # 362S125' 33 STUDS ® 16"OC W/ 362T150-30 TRACK T&B 60OS125.30 STUDS ®16"OC W/ 60OT150-30 TRACK T&B. l I WALL TYPE PER ARCH, SEE NOTE 4 i 0 , • I i : o ��- `�— — i r� PARTIAL HEIGHT WALL f ;_ j Wi Q E W E 362S125-33 STUDS ®16"OC t I D a I I j W/ 362T150-30 TRACK T&B i • _ I T/WALL PER ARCH I(8' 0" MAX) : o x ;i_ ._ .-. 2015 I # I v.._.n _.... < ( 1 REID �' i IDDLETON INC. r I I t t_ --- ;- — I # I I 4 PERMIT RESPONSE 07/22/2015 3 BDC 1 REVISION 07/15/2015 2 PERMIT SET 06/02/2015 1 PRICING SET 3 05/15/2015 i Delta Issue No. Description Date I !! f � I • I I --4) --04 -A� a n G aaRSo l I I I 1 I I ! 1 I I I I I ! 1 818 STEWART STREET • SUITE 1000 I # l SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 . FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com I i©Copyright 07/2015 D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part without written permission from D'Amato Conversano Inc. D'A.mato Conversano Inc. disclaims any responsibility for its unauthorized use. Fi YANG 2 NAJA$f. O� ROOF PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. LEVEL 6 o�Gc*> 3A 9���' � �`SSpOIVAL, 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. LEVEL 5 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. ,h 4. BRACE INTERIOR NONBEARING PARTIAL HEIGHT WALLS AT 4'-0"OC MAX PER 10/S3.1. WHERE OCCURS PER ARCH, LEVEL 4 i EXTEND STUDS TO UNDERSIDE OF EXISTING STRUCTURE WITH TOP DEFLECTION TRACK PER 3/S3.1. r 5. TYPICAL DETAILS PER: Check: TA I r LEVEL 3iww 1/S3.1 TYPICAL TOP & BOTTOM TRACK DETAIL 2/S3.1 TYPICAL TRACK SPLICE E V D FOR Job No: 21BECU.0002.000 Scale: 1/8" = 1'-0" 3/S3.1 TYPICAL NON BEARING WALL TOP TRACK ATTACHMENT CODE COMPLIANCE LEVEL 2 15/S3.1 TYPICAL DROPPED CEILING WITH OVERHANG SUPPORT APPROVED � 20/S3.1 TYPICAL DROPPED CEILING SUPPORT JUL 2 "J 2015 LEVEL 1 STRUCTURAL city ofTuWa NOTE: 6TH FLOOR PLAN IILDING DIVISION DARKENED LINES DESIGNATE AREA OF WORK. Title: 6TH FLOOR PLAN e= b N SCALE: 1/8"=1 '-0" Sheet:%=.; 0 A B C D E F G H K 0 0 0 0 0 0 0 , $ I , BECU - TUKWILA FINANCIAL CENTER ' I , 12770 Gateway Dr. I Tukwila WA 961 �� ; } € , 1 I I , O O I ` O' O o I I I i € I O I € I I 1 } O t i $ j !13 n , i ( \ } t I • 1 it i 1 li I—T—'1'—" I ' €o I I o O !O } - € l,o I ' : 4--'- i € i l a a a s! s s $ '• i ! i 1 ! 2 362S200-54 W/ I I i I I �2� 40OT1 PO-30 BOX 362512 301 CEILIIN I i ` <Q BEAM PER 9/S3.1 i i I it j III JOIST @ 6"OC, 2 36 00-54 I i i j II I �2� 40 50'[-30 1. f <0 5 i) }I BEAM P 9/S3.11 i ! } I } In < I 20 a I I �I I I i fi ii l o O R 1IM_I_DOL ET O Q O o _--.-. N, INC. 4 PERMIT RESPONSE 07/22/2015 Al BDC 1 REVISION 07/15/2015 2 PERMIT SET 06/02/2015 1 PRICING SET 3 05/15/2015 Delta Issue No. Description Date , r { - � I I I € I J 818 STEWART STREET - SUITE 1000 SEATTLE; WASHINGTON 98101 s i I I PHONE: (206) 332-1900 - FAX: (206) 332-1600 — — € — — — _ _ — — — - — — I — — 1 n WEBSITE: www.dci-engineers.com I i CIVIL / STF?IJCTIJF?AL © Copyright 07/2015 D'Amato Conversano Inc. All Rights Reserved i This document, and the ideas and designs may not be reused, in whole or t( € in part, without written permission from D'Amato Conversano Inc. j i i 1 Amato Conversano Inc. disclaims any responsibility for its unauthorized use. ROOF LEVEL 6 h 3v� LEVEL 5 LEVEL 4 Check: TA pimp- pF' REV VVED FOR LEVEL 3 CODE COMPLIANCE Job No: 21BECU.0002.000 Scale: 1/8" = 1'-0" APPROVE® . LEVEL 2IF � JUL 2 7 2015 LEVEL 1 STRUCTURAL _h CityofTuWla ID iLDING DIVISION NOTE: 6TH FLOOR REFLECTED DARKENED LINES DESIGNATE C E I LI N C PLAN IL AREA OF WORK. Title: 6TH FLOOR REFLECTED CEILING PLAN N SCALE: 1/8"=1 r-0" Sheet:0 0 00%A STUD PUNCHOUT STL STUDS PER PLAN STUDS TO BE FULLY SEATED AGAINST TRACK (1/16" MAX GAP) — TRACK PER PLAN--,,,, 4' �(1) #10 SCREW EA / STUD FLANGE, TYP 3i h 4 SROW OF MlN (2) #10 SCREWS ®, 12"OC TO COLD —FORMED ENER ti^ EOGE STL (2)) PAF @ 12 OC W� 3/4EMBED S FASTOW OF 1 j „ OCCO OF CO TO �CONC, (2) PAF ® 12' OC TO STL EN£RS Y/N TYp RS p£R pC tlry£R UNO ON SHEAR WALL SCHED NOTE: THIS DETAIL APPLIES TO TOP AND BOTTOM TRACKS OF ALL STRUCTURAL STEEL STUD WALLS UNO. AT NON—STRUCTURAL WALLS, USE TOP DEFLECTION TRACK PER 3/S3.1. TYPICAL TOP AND BOTTOM TRACK DETAIL 07000 1 e 1 e love:.: e 33MIL TRACK, TYPE SECTION B i z l 4 0 l U I w C/) ELEVATION T125-33 TRACK 2) ROWS STL STUD TOP TRACK PER PLAN T150-54 W/ (4) #10 SCREWS EA FLANGE UNO IN HDR SCHED -BOX HDR STUDS PER PLAN -(2) FULL HEIGHT STUDS, TYP LINO ON PLAN. -CLIP WEB, SCREW FLANGES TO JAMB W/ (1) #10 SCREW EA END, TYP SCALE: NONE To1CK PER PLAN NOTE: TOP AND BOTTOM TRACK SPLICES SHALL BE STAGGERED 48" MINIMUM. TYPICAL TRACK SPLICE 07001 #10 SCREWS 0 12"OC, TYP PER SHEAR WALL SCHED STL STUD TOP TRACK PER PLAN BOX HDR STUDS PER PLAN 33MIL STUDS 24' WA WALL ---331 SCALE: NONE ELEVATION ;KNESS TO MATCH FED IN TRACK 'OC PER SHEAR ------------------------ 10 SCREWS T PER PLAN ------- ------------------------------------- @ 12"OC 1711 -__=_- STAGG -gyp EA TYP EA STUD, 1/8 1/2_12 FLANGE 1/8 1/2_12 EA FLANGE CONC SLAB BEYOND BOT TRACK SPLICE SECTION B SECTION B SECTION B PER PLAN PER PLAN OPTIONAL AT MULTIPLE STUDS TYPICAL STEEL STUD WALL ELEVATION 07330M r SCALE: NONE STL STUD TOP TRACK SPLICE PER 2/S3.1 -STL STUDS PER PLAN h Fry M/N qT 7'p S 0 0 C £ �� FP CCURS pFR pC Wy£� NC 0G£ P' �tv OF \ ROW \ /FASTENERS EAS8 SCREW M TUD FLANGE,I TYP / 0 FASTENERS PER 1/S3.1 DEFLECTION TRACK x 43MIL MIN THICKNESS STL STUDS PER PLAN STUD PUNCHOUT---- TYPICAL NONBEARING WALL TOP TRACK ATTACHMENT TO CONCRETE SLAB OR METAL DECK 07003 ■IMI.I SCALE: NONE 1 i 362S125-30 STUDS ® 16"OC, TOP CONN PER 1/S3.1 STUD WALL PER PLAN CONT c2x2x30 MIL W/ #8 SCREWS TO EA STUD/ JOIST FLANGE I PER ARCH 1 (2'-0" MAX) I I ---------------- • I le el I B/STL ------------------ - PER ARCH FINISH PER ARCH TRACK W/ (2) #10 SCREWS TO EA 362S125-30 JOIST @ 16"OC VERT STUD W/ (3) #8 SCREWS TO EA VERT STUD & 362T150-30 CONT TRACK EA SIDE W/ (1) #8 SCREW MIN EA STUD FLANGE ALCOVE CEILING CANTILEVER SUPPORT SCALE: 1 "=1'-0" x AS SHOWN W/ BOLT /TZ0W/L2" K IN EMBED SECTION AT CORNER 1y,r �,rr 1Y" TY P % P HSS 1/4 R1/2 x 35/8" x AS SHOWN W/ TI KWIK BOLT LT TZW/2" MIN EMBED —`/ SECTION HSS PER PLAN-----., STUD PER PLAN EA SIDE OF HSS W/ HILTI X—U PAF TO HSS ® 6"OC— (E) SLAB —� NOTE: CONTRACTOR TO LOCATE P—T TENDONS PRIOR TO DRILLING IN SLAB. MAINTAIN 3" CLEAR FROM ALL TENDONS IN ALL DIRECTIONS. DO NOT CUT REBAR. PARTIAL HEIGHT POST SUPPORT AT 3 5/8" STUD WALL (3'-0" MAX) JOIST PER PLAN FINISH PER ARCH ------------ -----------r.-f - B/STL Illb IF_ _ _ _ _ _ _ _ J PER ARCH BOX BEAM PER PLAN W/ (8) #10 SCREWS ® 12"OC 362T150-33 TRACK EA SIDE W/ (2) #8 SCREWS AT EA VERT STUD AND #8 SCREW MIN LJ EA JOIST FLANGE, TYP STUD WALL PER PLAN ALCOVE CEILING CANTILEVER SUPPORTAT PARTIAL HEIGHT WALL SCALE: 1 "=1'-0" SECTION II II 11 li II II it <' - 4: '•°• q da_ 6 .'. 1yr' 1)/2"J' �,t` N Y" I 1 V_ HSS N 'A e1/2 x 35/8" x AS SHOWN W/ (3) 1/2"0 HILTI KWIK BOLT TZ W/ 2" MIN EMBED SECTION AT END OF WALL SCALE: 1 "=1'-0" (E) CONIC SLAB T� /(E) SLAB .. • . .d ® d. a .. f .' ®d 1 (3) HILTI X—U PAF PER NOTES a (4) #8 SCREWS 1 /��' w o `� �� 1 I �' 250S125-30 KICKER TYP ATL BRACE 4'-0"OC MAX, CUT FLANGE AND DIRECTION---_.�, `� ,' BEND WEB FOR ATTACHMENT T/WALL PER ARCH (2) #8 SCREWS 1 EA STUD I I I I -------------- I -____________ 1-- _--------- ----------------- - - - I I I 1 GWB PER ARCH I I STUD WALL PER PLAN NOTE: -Jw- 1. MAINTAIN 4" SPACING BETWEEN PAF IN SLAB. 2. MAINTAIN 3/8" EDGE DISTANCE AND 3/4" SPACING MINIMUM BETWEEN SCREWS IN COLD —FORMED STEEL. BRACE ATTACHMENT AT NON -LOAD BEARING WALL i¢1 t 'A .g Q ._ - 4 d e do. I I dam, I l ''d I I • • d I li • 1 I — 1� SCALE: 1 "=1'-0" (E) CONIC SLAB T/(E) SLAB CONT 250T150-43 W/ (2) . . a d' I 1 ; 250S125-30 VERT STUD HILTI X—U PAF ® 12"OC PER I I i I ® 24"OC, TYP NOTES & #8 SCREW TO EA I I ®' 1 I ' SIDE OF EA STUD 250S125-30 KICKER W/ MIN (3) #8 SCREWS EA END, TYP ® 48 OC PARALLEL TO JOISTS 1; PER ARCH CLIP 1443MIL MIN x 8" W/ d' ° I I ° ` i i 1'-6" MAX 1 1 3 HILTI X—U PAF PER NOTES I I I I CONT L2 /2x2 /2x3OMIL W/ #8 () 1 SCREW TO EA STUD/JOIST FLANGE CONT 250S125-30 W/ (2) #8 SCREWS TO EA JOIST NOTE- I _ 6'-0" MAX 1. MAINTAIN 4" SPACING BETWEEN PAF IN SLAB. �—•GWB, PLWD, OR METAL 2. ALIGN MINIMUM (2) PAF WITH EACH VERTICAL STUD. SHEET CEILING PER ARCH. 3. MAINTAIN 3/8" EDGE DISTANCE AND 3/4" SPACING MINIMUM BETWEEN SCREWS (WEIGHT 7PSF MAX) IN COLD -FORMED STEEL. 4. CONTRACTOR TO LOCATE P-T TENDONS PRIOR TO DRILLING IN SLAB. MAINTAIN 3" CLEAR FROM ALL TENDONS IN ALL DIRECTIONS. DO NOT CUT REBAR. TYPICAL SOFFIT WITH OVERHANG SUPPORT —-------_ I i 250S125-30 KICKER W/ I ; I MIN (3) #8 SCREWS EA END, TYP ® 8'-0"OC PERP TO JOISTS I I 11 I I I li I ' I CONT 250T125-30 W/ (2) #8 1 le 61 i SCREWS TO T&B OF EA JOIST I I 1 1�091e•e T/CEILING o ----- - — I 1 PER ARCH r _--!_•. I L•_• _ •_•_I 250S125-30 JOISTS ® 24"OC W/ —� MIN (2) #8 SCREWS TO EA VERT STUD, TYP BUILT OUT 250S125-30 FRAMING W/ (3) #8 SCREWS EA INTERSECTION AT SIM, TYP SCALE: 1 "=1'-0" (E) CONIC SLAB T/(E) SLAB 0 ,.a. d d,d 'dam C 'p •'d d.a ..A. , CONT 250T150-43 W/ (2) d 4. I 1 a I I 250S125-30 VERT STUD HILTI X-U PAF ® 12"OC PER I 1 i I I ® 24"OC, TYP NOTES & #8 SCREW TO EA SIDE OF EA STUD a i i a4. 1 1 250S125-30 KICKER W/ MIN •d a : 'd I 1 1 'g 4- 'd 1 (3) #8 SCREWS EA END, I I I I I 2 _° i 1 I i1 TYP ® 48" OC PARALLEL TO JOISTS 1 CLIP 1443 MIL MIN x 8 W/ I 1 1 (3) HILTI X—U PAF PER NOTES i i i i I 250S125-30 KICKER W/ 1'F ll CONT 250S125-30 W/ 11 (2) #8 SCREWS TO EA JOIST NOTE: I _ 6'-0" MAX 1. MAINTAIN 4" SPACING BETWEEN PAF IN SLAB. 2. ALIGN MINIMUM (2) PAF WITH EACH VERTICAL STUD. GWB, PLWDOR METAL 3. MAINTAIN 3/8" EDGE DISTANCE AND 3/4" SPACING MINIMUM BETWEEN SCREWS SHEET CEILING PER ARCH. IN COLD —FORMED STEEL. (WEIGHT 7PSF MAX) 4. CONTRACTOR TO LOCATE P—T TENDONS PRIOR TO DRILLING IN SLAB. MAINTAIN 3" CLEAR FROM ALL TENDONS IN ALL DIRECTIONS. DO NOT CUT REBAR. TYPICAL SOFFIT SUPPORT MIN (3) #8 SCREWS EA END, 1 i TYP ® 8'-0"OC PERP TO JOISTS II II I I I� I c3x3x3O MIL W/ #8 SCREW II TO EA STUD/JOIST FLANGE T/CEILING llb PER ARCH :.. WE FOR COMPLIANCE APPROVED 'JUL 2 7 2015 Rr RY Of Tukwila WING DIVISIO nn T NO ii 5D REID MIDDLETON, INC. 4 Q1 PERMIT RESPUNSE 3 BDC 1 REVISION 2 PERMIT SET 1 PRICING SET 3 Delta Issue No. Description 07/22/2015 07/15/2015 06/02/2015 05/15/2015 Date anGC n a C Rs® 818 STEWART STREET a SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 a FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL ©Copyright 07/2015 D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. �Q _41 �` �° 3ra93 w 'PO �L G Job No: 21BECU.0002.000 Scale: 1/8" = 1'-0" STRUCTURAL DETAILS Title: SCALE: 1 "=1'-0" k �v Sheet: r— (E) CONC SLAB T/(E) SLAB Q° d ,d .. � d d a. j4.* 363T150-43 TRACK W/ HILTI X-U PAF ' • d d' - I I 1 ,(2) ® 12"OC & #8 SCREW MIN II TO EA STUD FLANGE e i ii 362S200-33 BRACE ® 48"OC I W/ (3) #8 SCREWS MIN AT ° " a : '° ! I I VERT STUD & (2) HILTI X-U PAF 2Y" I i i TO B/ (E) JOIST •.A 1� I II lie 0 U ----------------- I 11 w N 1 av -----------------�--� I I I 362S 125-30 VERT STUD @ 16"OC GWB PER ARCH --; I I i I I 1 I T/OPNG SECURITY GRILLE - PER ARCH BY OTHERS 363T150-30 TRACK W/ #8 SCREWS MIN TO NOTE: EA STUD FLANGE CONTRACTOR TO LOCATE P-T TENDONS PRIOR TO DRILLING IN SLAB. MAINTAIN 3" CLEAR FROM ALL TENDONS IN ALL DIRECTIONS. DO NOT CUT REBAR. SECTION - SECURITY GRILLE SUPPORT i SCALE: 1 "=1'-0" 1A (2) SIDES, TYP � T/(E) SLF Q1/2x12x1'-0" W/ (4) 1/2" 0 HILTI KWIK BOLT TZ W/ 2" MIN EMBED 1/2"0 HILTI KWIK I (E) CONC SLAB TZ W/ 31/2" MIN T/(E) SLAB h EL 12 TYP SECTION I HSS PER PLAN t2x2x1/4 x 4" LONG (2) CORNERS OF HSS I I I ; P1000 BRACE W/ P1546 EA END, SECTION (1) EA DIRECTION SECURITY GRILLE & ATTACHMENT BY OTHERS I i --, ; I I I I I I -------------------------------- -1--VA-1 SECURITY GRILLE SUPPORT TOP CONNECTION SCALE: 1"=1'-0" R1/2x71/2x0'-71/2" W/ I (2) 1/2"0 HILTI KWIK BOLT " E1/2x5x1'-0" W/ TZ W/ 31/2" MIN EMBED I �?P (2) 1/2"0 HILTI KWIK BOLT I „ TZ W/ 2" MIN EMBED 12 22 TY 2 IL c� W LLJ A: SECTION AT ENTRY B: SECTION AT CORE HSS PER PLAN I I I I I I I I SECTION I I I I I I I 1 1/4 r(E) CONC SLAB T/(E) SLAB da a• 4 NOTE: CONTRACTOR TO LOCATE P-T TENDONS PRIOR TO DRILLING IN SLAB. MAINTAIN 3" CLEAR FROM ALL TENDONS IN ALL DIRECTIONz,. DO NOT CUT REBAR. SECURITY GRILLE BOTTOM CONNECTION CONT P1001 BEAD B/SUPPO ARCI P1001 AT EA SET RODS PER WALL I W/P1737 TO CON GLASS OPERABLE PARTITION SUPPORT - PANEL HOUSE SECTION (E) CONC SLAB T/(E) SLAB k °° d .S •n aA o eea d 4d dA ` . •a; .a a.4 a. 11 d a d a• d d A EQ° EQ d.. 4 ,� d.. d+d ®. I I •a d• I I •Q P5000T CONT W/ 1/2"0 HILTI KWIK BOLT TZ W/ 31/2" EMBED AT EA (E) JOIST P1000 BRACE PARALI WALL W/ P1546 EA (2) EA END OF WALL 1 --THRD ROD PER 5/S3.2 BRACE PER 5/S3.2 I I I UNISTRUT PER 5/S3.2 CONT UNISTRUT cv BEAM PER 5/S3.2 N ROD & ATTACHMENT to J4 PER WALL MFR OPERABLE PARTITION SUPPORT - WALL PERPENDICULAR TO EXISTING JOIST ELEVATION UNISTRUT PER 9/S3.2, TYP BRACE PER 9/S3.2 (2) MIN AT PANEL HOUSE I I I rr I I SCALE: 1 "=1'-0" BRACE ALT DIRECTION ROD & ATTACHN PER WALL MFR A B/SUPPORT PER ARCH SCALE: 1 "=1'-0" (E) CONC SLAB T/(E) SLAB h °dd °@ . •a; 'a• b 4 a .a a' •d •d C ® ° n d•a . d ° d d EQa EQ ` 6. F-, 1jnj' a MAX P5000T CONT W/ 1/2" 0 HILTI KWIK BOLT TZ W/ 31/2" EMBED AT EA (E) JOIST 1 SCALE: 1 "=1'-0" „ 2 (E) CONC OVER MTL DECK ANCHOR BEYOND (E) CONC OVER MTL DECK ob T/SLAB r3 T/SLAB PER LAN — -- � ^n—.a�i__ x i1 x ra ° )' :.,Ix: e'C •— e .Re m „—=i— 1 G d v G1 `J ' • c d ' 4 CONT E54MIL x AS SHOWN 362T150-33 TRACK W/ (2) 362T150-33 TRACK W/ (1) W/ (2) 3/8"0 POWERS POWER -STUD #10 SCREWS ®12"OC & 3/8"0 POWERS POWER -STUD + SD1 @ 18"OC W/ 2" MIN EMBED (1) #10 MIN EA STUD FLANGE + SD1 ® 12"OC STAGG W/ CTRD IN DECK LOW FLUTES 2" MIN EMBED CTRD IN DECK Q LOW FLUTE & (1) #10 MIN 362S125-33 ® 24"OC A EA STUD FLANGE w/ (3) #10 SCREWS 0 TO EA JOIST 1 0 " 250S125-33 KICKER 250S125-33 KICKER 362S125-33 ® 24 OC ® 48"OC W/ (3) #8 W/ (2) #8 SCREWS ®48"OC W/ (3) #8 SCREWS MIN TO STUD---, TO EA JOIST SCREWS MIN TO STUD—, Q JOIST PER PLAN 1 �` 1191/ OFFICE FRAMING SOFFIT SUPPORT AT EXISTING DECK PARALLEL 362T150-33 TRACK W/ (1) #8 SCREWS MIN TO EA STUD FLANGE JOIST PER PLAN - - - - - - - - - - - - - - - - - - - - - v/ t3x3x33 MIL W/ #8 SCREW TO EA STUD/JOIST FLANGE OFFICE FRAMING SOFFIT SUPPORT AT EXISTING DECK PERPENDICULAR —THRD ROD PER 7/S3.2 (-BRACE PER 7/S3.2 L2x2x43 MIL x 4" LONG CLIP EA SIDE ® 24"OC W/ (3) #10 SCREWS EA LEG BOXED STUDS PER 20/S3.2- STUD WALL PER 20/S3.2 BACK-TO-BACK STUDS )/S3.2 WOEWED FOR CODE D WPP2MPLIANCE OVED JUL 2 7 2015 City ofTukMia BUILDING DIVISION SECTION - OFFICE FRAMING ABOVE ENTRY (E) CONC SLAB � T/(E) SLAB _ a, :4• Aa.• .•a - •.' •d., a 'd.• •a..•a • ..a 4, a•. d. , 3/8.0 THRD ROD @ 48"OC 8" �2� EA WALL END, ADDL 2AT PANEL HOUSE 1 /2"0 HILTI KWIK BOLT TZ W/ 31/2" MIN EMBED CONT UNITSTRUT PER 4/S3.2, TYF P1000 BRACE PERPENDICULAR ` TO WALL W/ P1546 EA END �` BRACE PARALLEL TO WALL PER 4/S3.2 (1) AT EA (E) JOIST ALT DIRECTION, (1) EA DIRECTION \` ALT DIRECTION EVER AT WALL END OTHER (E) JOIST CONT P1001 BEAM, TYP B/SUPPORT - - - - --- PER ARCH I� I� P1001 x 12" LONG AT EA SET OF RODS PER WALL MFR I ROD & ATTACHMENT W/P1737 TO CONT BEAM PER WALL MFR OPERABLE PARTITION SUPPORT- WALL PERPENDICULAR TO EXISTING JOIST SECTION SCALE: 1 1/2"0 HILTI KWIK BOLT (E) CONC SLAB 8" TZ W/ 2" EMBED, TYP T/(E) SLAB d .a d'•; .a 'a: a. d.a •a, C s g _ . a -�. a • I I • I I COUPLER FaQ EQ I 1 I I ®- 'p I I 3/8"O THRD ROD ® 48"OC, (2) EA WALL END 1 I 1 1/2" 0 HILTI KWIK BOLT `� i i P1000 ON ROD OPP BRACE TZ W/ 31/2" EMBED W/ P2486 ROD STIFFENER ` I I ® 24"OC �\ I � I I P1000 BRACE PERPENDICULAR I 1 TO WALL ®5'-6"OC W/ CONT P1001 BEAM W/ P1546 EA STUD P1737 CONN, TYP EM am am B/SUPPORT PER ARCH EXTEND P1001 AT PANEL HOUSE Ij Ij P1001 x 12" LONG AT EA SET OF RODS PER WALL MFR ROD & ATTACHMENT GLASS OPERABLE PARTITION SUPPORT- PER WALL MFR WALL PARALLEL TO EXISTING JOIST ♦„ SCALE: 1 "=1'-0" (E) CONC SLAB T/(E) SLAB ' 4 ° • .. d a.. i A ° v ad 'A d>a ad.. /ram (3) 1/4" 0 TITEN SCREWS (4) #10 SCREWS �// W/ 11/2" EMBED STRAP PER PLAN W/ 1 I /// BRACE PER PLAN W/ 6 #8 SCREWS ® OC /� CUT FLANG & BENT WEB / r JOIST PER PLAN T/PARTITION ----------------------- PER ARCH F 11 M. 60OT150-33 RIM TRACK W/ STUD WALL PER PLAN I I t11/2x11/2x33 MIL x 4" W/ I (3) #8 SCREWS EA LEG, TYP I NOTE: 1. CONTRACTOR TO LOCATE P—T TENDONS PRIOR TO DRILLING IN SLAB. MAINTAIN 3" CLEAR FROM ALL TENDONS IN ALL DIRECTIONS. DO NOT CUT REBAR. 2. MAINTAIN 3" SPACING BETWEEN TITEN SCREWS IN SLAB. OFFICE FRAMING PARTITION DETAIL STUD WALL PER PLAN - BACK TO BACK WALL STUDS ATTACH W/ (2) #10 SCREWS ® 12"OC II 11 I I I I 1 1 1 1 (2) 60OS125-43 ii i I I I BOXED W/ 43 11 I 1 I I MIL TRACK W— i ® ------------- ---------- SCRE6WS 12"OC, EXTEND BACKSPAN 1 1 (3) STUD BAYS I _ -------------- -- ATTACH TRACK TO BOX W/ (2) 110 SCREWS ® 8 OC II 1 I I I I I II BOXED WALL 11 II I I 1 I 1 I I 1 PER ARCH STUDS II 1 i i i (1'-0" MAX) I I I OFFICE FRAMING ABOVE ENTRY DETAIL SCALE: 1 "=1'-0" !� �y EWE I JUL REID MIDDLE I ON, INC. 4 PERMIT RESPONSE 07/22/2015 A 3 BDC 1 REVISION 07/15/2015 2 PERMIT SET 06/02/2015 1 PRICING SET 3 05/15/2015 Delta Issue No. Description Date 818 STEWART STREET• SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 . FAX: (206) 332-1600 WEBSITE: wwwAci-engineers.com CIVIL / STRUCTURAL © Copyright 07/2015 D'Annoto Conversono Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in park without written permission from Amato Conversano Inc. WAmoto Convesano Inc. disclaims any responsibility for its unauthorized use. T/PARTITION ob PER ARCH ""-362T150-43 TOP TRACK�oFASx'''`'' W/ #8 SCREWS MIN TO EA STUD FLANGE —CLIP PER 19/S3.2, TYP ao�G�LG�' -—362S125-30 STUDS �'SSI0NA111 ® 16"OC 19/S3.2 W% 60OS125-43 BOXED 362T150-43 TRACK T&B W/ (6) #,10 Check:,Ap SCREWS ® 12 OC T/OPNG ob Job No: 21 BECU.0002.000 Scale: 1/81, = 1'-01, PER ARCH STRUCTURAL TGLASS PARTITION & ATTACHMENT BY OTHERS D ETA I LS Title: SCALE: 1 "=1'-0" SCALE: 1 "=1'-0" a SCALE: 1 "=1'-0" SCALE: 1 "=1'-O" —Q�) --�', Sheet: e � ®7 NEI MINE 110111111112 -� r� -� - �'i•II�J � ADJACEIIS CUT WEI -C13/4x13/4x1/4 PL.I ON T/DECK -THIS GROUP OF SLEEVES TO BE CONSIDERED A SINGLE OPNG C L --TYP TOP FLUTE -TYP BOT FLUTE ,,-WEBS OF METAL DECKING c L c c F JOIST BELOW JOIST BELOW NOTES: OPENINGS LESS THAN 16" 1. HOLES LESS THAN 6"0 AND CUTTING NO MORE THAN (1) WEB REQUIRE NO REINFORCEMENT. 2. ALL METAL DECK OPENINGS SHOWN ABOVE APPLY ONLY TO DUCTWORK AND PIPING, ROOF HATCHES AND SMALL AIR SHAFTS. THESE OPENINGS ARE NOT INTENDED TO SUPPORT ANY MECHANICAL EQUIPMENT. 3. REINFORCING HSS OR ANGLES MAY BE PLACED UNDERNEATH DECK IF REQUIRED BY ROOFING SYSTEMS. 4. WHERE USED WITH CONCRETE SLAB, CUT DECKING AFTER CONCRETE HAS CURED (3) DAYS. TYPICAL METAL DECK OPENING REINFORCING TYP 1/8 1/27 iCED �NA IIIIIIII 0MHIIIII _ MA 9 �e IIIIIIIiMlIIIIIII WIM NT CENTER OF EA TOP FLUTE BEYOND OPNG, TYP - HSS3x11/ x3/16 OR t3x2x'/4 (LLH) PLACED ON T/DECK - #3 x 36", TYP AT CONC SLAB -TYP TOP FLUTE -TYP BOT FLUTE -WEBS OF METAL DECKING BEAM OR C BEAM OR JOIST BELOW JOIST BELOW OPENINGS GREATER THAN 16" & LESS THAN 24" CONC OVER tAETAL DECK PER PLAN, LOW FLUTE MUST LAND ON ANGLE TO ACCOMMODATE METAL DECK ATTACHMENT PER PLAN T/(E) SLAB a a n. a '° a¢ d ° d• a •° ° ° u d n ; a°' 4d A- A- C4 a am: ,4 e: $' a .. P ° d CONIC BEAM ., d :. a 'A ANGLE PER PLAN W/� 1/2" O HILTI • ,m 1d a " KWIK BOLT TZ ® 36 OC W/ 4a.• • 'd: 31A4" EMBED, SEE NOTE NOTE: CONTRACTOR TO LOCATE P-T TENDONS PRIOR TO DRILLING IN SLAB. MAINTAIN 3" CLEAR FROM ALL TENDONS IN ALL DIRECTIONS. DO NOT CUT REBAR. INFILL SLAB CONNECTION PARALLEL TO DECK AT BEAM CONIC OVER METAL DECK PER PLAN ---\ '4. a '4 •.d ,a 4 d A. d, -° ° °. ' d .. am. ° 44 ° a T/(E) SLAB (E) CONIC BEAM nl.. a a R1/2041'-4" W/ ' a Z `a m' (8) 1/2" 0 HILTI m d KWIK BOLT TZ W/ 31A4" MIN EMBED Z ® 1y" SEE NOTE--, O ma �,m. 4' 2 F <, ' d ; BEAM PER PLANJ " " " Vw T-I-I 4 -I.5 -{ 4 -1 SHEAR Q AND CONN PER 20/S3.3 NOTE: CONTRACTOR TO LOCATE P-T TENDONS PRIOR TO DRILLING IN SLAB. MAINTAIN 3" CLEAR FROM ALL TENDONS IN ALL DIRECTIONS. DO NOT CUT REBAR. INFILL SLAB CONNECTION PARALLEL TO DECK AT BEAM SECTION 05108 SCALE: 1/2"=1'-0" % SCALE: 1"=1'-0" % " " SCALE: 1 =1 -0 BRG T/(E) SLAB .. '4 a'm 4 • a . . . 4.. m d a tr .. . a a. 4 - - - - - - - - - - - - - - - - - - - - - - - - - a jy m I )y • V 'a ° m PER PLAN " a (E) CONIC JOIST ANGLE PER PLAN W/ 1/2"4 HILTI KWIK BOLT TZ @ 24"OC W/ ° 31/4" EMBED, SEE NOTE NOTE: CONTRACTOR TO LOCATE P-T TENDONS PRIOR TO DRILLING IN SLAB. MAINTAIN 3" CLEAR FROM ALL TENDONS IN ALL DIRECTIONS. DO NOT CUT REBAR. INFILL SLAB CONNECTION PERPENDICULAR TO DECK BOLTED SINGLE SHEAR PLATE CONNECTION - SCHEDULE "A" 3/4" O - A325-N SINGLE ROW BEAM Fy=50KSI - CONNECTION PLATE Fy=36KSI BEAM SIZE "N" BOLTS REQUIRED (1) MIN SHEAR P�TE OR WT STEM THICKNESS MIN HSS COLUMN WALL THICKNESS (10) WELD SIZE t (7) MAX SINGLE COPE DEPTH (9) MAX DOUBLE COPE DEPTH (9) CONNECTION CAPACITY - ASD (3) (KIPS)COPED UNCOPED SINGLE DOUBLE C8,C9,C10 2 1/4' 1/4" 3/16" 11/4" NR (11) 13.2 7.6 NR (11) W8 2 1/4" 1/4" 3/16" 11/4" NR (11) 13.2 7.6 NR (11) W10 2 1/4' 1/4" 3/16" 21/2" 11/4" 13.2 11.0 11.0 C12,C15 3 1/4" 1/4r 3/16" 2" 11/4" 25.6 17.5 17.5 W12 3 1/491 1/4" 3/16" 2" 11/4" 25.6 18.3 18.3 W14 3 5/16" 1/4r 1/4" 21/2" 11/2" 27.8 EQUAL TO UNCOPED CAPACITY 1 23.9 W16 4 5/16" 1/4r 1/4" 21/2" 11/2" 42.4 36.6 W18 5 5/16" 5/16" 1/4" 21/2" 11/2" 53.0 EQUAL TO UNCOPED CAPACITY W21 6 3/8" 5/16" 5/16" 21/2" 11/2" 63.6 W24 7 3/8" 5/16" 5/16" 21/2" 11/2" 74.2 W27 8 3/8" 3/8" 5/16" 21/2" NR (11) 84.8 NR (11) W30 8 7/16" 3/8" 5/16" 21/2" NR (11) 84.8 NR (11) W33 9 7/16" 3/8" 5/16" 21/2" NR (11) 95.4 NR (11) W36 10 7/16" 3/8" 5/16" 21/2" NR (11) 103.2 NR (11) BOLTED SINGLE ROW SHEAR PLATE CONNECTION NOTES: 1. PROVIDE EITHER STANDARD OR HORIZONTAL SHORT SLOTTED HOLES AS PERMITTED BY AISC J3.2 IN THE BEAM WEB AND/OR THE SHEAR PLATE. 2. WHERE SHORT -SLOTTED HOLES ARE USED, PROVIDE HARDENED WASHERS PER AISC J3.2. 3. CAPACITIES BASED ON AISC 13TH EDITION WITH ASTM A325-N BOLTS. 4. HORIZONTAL DISTANCE FROM SUPPORT FACE TO CENTERLINE OF BOLT GROUP SHALL BE AS SHOWN IN THE DETAILS, BUT SHALL NOT EXCEED 31/2" IN THE AS -BUILT CONDITION. SUPPORT FACE FOR TEE IS THE INSIDE FACE OF FLANGE. 5. VERTICAL EDGE DISTANCE FROM BOLT CENTERLINE TO EDGE OF STEEL SHALL BE 11/2" TYPICALLY, EXCEPT THAT 11/4" IS PERMITTED PER AISC TABLE J3.4 FOR 3/4" DIAMETER BOLTS WITHOUT ANY REDUCTION IN THE TABULATED CAPACITIES. 6. GAP BETWEEN BEAM END AND SUPPORT FACE SHALL BE 1/2" EXCEPT FOR "WT" CONNECTORS USED WITH HSS COLUMNS. WHERE "WT" ARE USED AS SHEAR TAB ELEMENTS, THE GAP BETWEEN FACE OF COLUMN AND END OF BEAM SHALL NOT EXCEED THE LESSER OF 11/2" OR THE "V DISTANCE OF THE "WT" PLUS 1/4" 7. WELD SIZES SHALL BE THE LARGER OF THE SIZE (t), TABULATED IN SCHEDULE "A" OR MINIMUM SHOWN IN TABLE 1. 8. FIELD FILLET WELDS SHALL BE SIZED TO BE AT LEAST 1/8" LARGER THAN THE WELD SIZE SHOWN IN SCHEDULE "A", UNLESS PROPER FIT -UP IS VERIFIED BY A SPECIAL INSPECTOR PRIOR TO WELDING. 9. COPE DEPTHS (SINGLE AND DOUBLE) SHALL NOT EXCEED THE LESSER OF THOSE SHOWN IN SCHEDULE "A", NOR AS ALLOWED BY BOLT HOLE SPACING AND MINIMUM EDGE DISTANCE REQUIREMENTS. SINGLE COPE LENGTH SHALL NOT EXCEED 61/2". DOUBLE COPE LENGTHS SHALL NOT EXCEED THAT REQUIRED TO ACCOMMODATE GIRDER FLANGE + 1/2" MAX GAP BETWEEN FLANGES. 10. UNCOPED CAPACITIES OF WT CONNECTIONS ARE VALID WITH MINIMUM NOMINAL HSS COLUMN WALL TABULATED THICKNESS. THE EFFECTIVE THROAT OF FLARE BEVEL GROOVE WELDS IS BASED ON OUTSIDE RADIUS OF HSS, AND IS TAKEN AS 5/8 TIMES THE HSS WALL THICKNESS BASED ON AWS D1.1, TABLE 2.1. WHEN 3/4" A325-N BOLTS ARE USED, A 3/16" HSS COLUMN WALL THICKNESS IS PERMITTED WITH A 20% REDUCTION OF THE WT CONNECTION CAPACITY. 11. NR = NOT RECOMMENDED. DOUBLE COPES FOR THESE BEAMS ARE RESTRICTED BY CONNECTION GEOMETRY AND/OR LARGE REDUCTIONS IN SHEAR CAPACITY. DOUBLE COPES ARE POSSIBLE, BUT CAPACITIES MUST BE CALCULATED FOR SPECIFIC BEAM AND GIRDER GEOMETRIES AND MUST BE DETAILED SEPARATELY. TYPICAL STEEL CONNECTIONS T/STL PER PLAN J UO I mPOLd /I = I z G AI SCALE: 1 "=1'-0" F/SUPPORT (EMBED E, BEAM WEB, COL FLANGE 21/2" MIN OR RETROFIT Q) 31/2" MAX (NOTE 4) 2x SHEAR PLATE THICKNESS BOLT 0 PER SCHED "A" t SCHED "A" (NOTE 71 FIELD t WELDS [ NOTE 8) SIZE & QUANTITY OF BOLTS PER SCHED "A" WASHERS PER (NOTE 2) \ILBEAM PER PLAN 1/2" GAP TYP (NOTE 6) TYPICAL SHEAR PLATE CONNECTION TABLE 1 MINIMUM WELD SIZE TABLE PLATE OR FLANGE THICKNESS T) * MINIMUM FILLET SIZE T < 1/2" 3/16" 1/2" < T < 3/4" 1/4- 3 A " < T 5/16" * MINIMUM WELD SIZE TO BE BASED ON THICKNESS OF THE THICKER PART. REV%WED FOR CODE COMPLIANCE APPROVED JUL 2 7 2015 City of TukMia BUILDING DIVISION • • • ' I E" E M E j�1 I "i' z `' 2 2015 REID MIDDLETON, INC. 4 Q1 PERMIT RESPONSE 07/22/2015 3 BDC 1 REVISION 07/15/2015 2 PERMIT SET 06/02/2015 1 PRICING SET 3 05/15/2015 Delta Issue No. Description Date ===DC1 818 STEWART STREET• SUITE 1000 SEATTLE, WASHINGTON 98101 PHONE: (206) 332-1900 • FAX: (206) 332-1600 WEBSITE: www.dci-engineers.com CIVIL / STRUCTURAL ©Copyright 07/2015 DAmato Conversono Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. 1n :493 SS10Nx Job No: 21BECU.0002.000 Scale: 1/8" = V-0" 05201M SCALE: 1 "=1'-0"