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Permit D15-0232 - UNIVERSAL BUILDING SYSTEMS - OFFICE AND SHOP
UNIVERSAL BUILDING SYSTEMS 14520 INTERURBAN AVE S SUITE 100 D15-0232 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: htto://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 3365901650 Permit Number: D15-0232 Address: 14520 INTERURBAN AVE S Unit#100 Issue Date: 11/6/2015 Permit Expires On: 5/4/2016 Project Name: UNIVERSAL BUILDING SYSTEMS Owner: Name: GRA INVESTMENTS LLC Address: 4702 FOREST AVE SE, MERCER ISLAND, WA, 98040 Contact Person: Name: ERIN BROUILLETTE Address: 5209 LAKE WASHINGTON BLVD NE SUITE 200, KIRKLAND, WA, 98033 Contractor: Name: UNIVERSAL BUILDING SYSTEMS Address: 27565 265TH CT SE, RAVENSDALE, WA, 98051-8209 License No: UNIVEBS863PM Lender: Name: UNIVERSAL BUILDING SYSTEMS Address: 800 SW 34TH ST , RENTON, WA, 98057 Phone: (425) 827-2100 Phone: (425) 736-5258 Expiration Date: 10/14/2016 DESCRIPTION OF WORK: TI FOR AN OFFICE AND SHOP IN AN EXISTING SHELL BUILDING, INCLUDING A NEW MEZZANINE FLOOR, DEMISING WALL, AND EXTERIOR WALL FURRING AND INSULATION Address is incorrect. 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Project Valuation: $265,000.00 Fees Collected: $4,958.48 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: VB 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 296-466: 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 Permit Center Authorized Signature: 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 rand /agree to the conditions attached to this permit. Signature: ► —r/RA� Date: II A, Print Name: Ln UA Pi 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 for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: 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. 6: 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. 7: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 8: 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. All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 10: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: 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. 13: 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. 14: 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). 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 16: 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. 17: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 21: 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: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 18: 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) 19: 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) 20: 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) 23: 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) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: 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) 27: 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) 28: 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) 29: 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) 30: 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) 31: 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) 35: 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) 33: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 32: 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). 36: 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. 39: 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) 37: Local U.L. central station supervision is required. (City Ordinance #2437) 38: 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) 40: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 41: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 42: 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. 43: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 49: 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) 50: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 46: 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) 47: 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) 48: 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) 51: Maintain fire extinguisher coverage throughout. 52: 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) 53: 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) 54: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 55: 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) 56: 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) 57: 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) 58: 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) 59: 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) 60: 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) 63: 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) 61: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 72: 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). 64: 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. 66: 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) 65: 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) 67: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 68: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 69: 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. 62: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 70: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 71: 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" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0603 ROOF/CEILING INSUL 4046 SI-EPDXY/EXP CONC 4034 SI-METAL PLATE CONN 4026 SI-STRUCT STEEL 4004 SI-WELDING 0406 SUSPENDED CEILING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukivila, WA 98188 littp://www.TukwilaWA.izov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 336590•— Site Address: WU Interurban Ave., Building D Suite Number: Suite #1 Floor: 1 Tenant Name: Universal Building Systems New Tenant: © .....Yes ❑ .. No PROPERTY OWNER Name: GRA Investments LLC Address: 701 Brickell Ave, Suite 1420 City: Miami State: FL Zip: 33131 CONTACT PERSON — person receiving all project communication Name: Erin Brouillette Address: 5209 Lake Washington Blvd. NE, Suite 200 City: Kirkland State: WA Zip: 98033 Phone: (425) 827-2100 Fax: (425) 828-6899 Email: ebrouillette@fhoarch.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Linc\2011 ApplicationAP—it Application Rcsiscd - 8-9-1 I.docx Rcvised: August 2011 bh ARCHITECT OF RECORD Company Name: Freiheit & Ho Architects Architect Name: Joe Palmquist Address: 5209 Lake Washington Blvd. NE, Suite 200 City: Kirkland State: WA Zip: 98033 Phone: (425) 827-2100 Fax: (425) 828-6899 Email: jalmquist@fhoarch.com ENGINEER OF RECORD Company Name: Shutler Consulting Engineers, Inc. Engineer Name: John Headland Address: 12053 Bel -Red Road, Suite 100 City: Bellevue State: WA Zip: 98005 Phone: (425) 450-4075 Fax: (425) 450-4076 Email: johnh@shutler.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: t41VE(6At, QVILoW4 $YSrths Address: $,,, So 3NTM Jr. City: Fk,,'DIrI State: w& Zip: %-6-I Pagel of 4 BUILDING PERMIT INFORMATIOiN — 206-431-3670 Valuation of Project (contractor's bid price): $ 265,000 Existing Building Valuation: $ 436,124 Describe the scope of work (please provide detailed information): Tenant improvements for an office and shop in an existing shell building, including a new mezzanine floor, demising wall, and exterior wall furring and insulation. 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 I" Floor 9,155 4,356 0 0 VB B Mezzanine 1,884 942 608 608 VB B 3r` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: 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: 9 Compact: 2 Handicap: 1 Will there be a change in use? ❑....... Yes 0....... No If "yes", FIRE PROTECTION/HAZAR.DOUS MATERIALS: Z....... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes ❑ .......No If "yes', attach list of materials and storage locations on a separate 8-112"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Form-Applications On Linc\2011 ApplicationsTe mit Application Rcviscd - 8-9-11.docx Rc%iscd: August 2011 Page 2 of4 hh 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 © ...Tukwila ❑ ... Water District # 125 ❑ .. Highline El.. Renton ❑ ...Water Availability Provided Sewer District © ...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 Application (mark boxes which ape ❑ ...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 ❑ ...Right-of-way 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 ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Water Meter Refund/Billing: Mailing ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑... Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day City State Zip H:\ApplicationsTorms-Applications On Linc\2011 ApplicationsTe mit Application Revised - 8-9-I l.docx Revised: August 2011 Page 3 of 4 bl, PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT MID AGENT: Signature: I Date: 08/24/2015 Print Name: Erin Brouillette for Freiheit & Ho Architects, Inc. Day Telephone: (245) 827-2100 Mailing Address: 5209 Lake Washington Blvd. NE, Suite 200 Kirkland WA 98033 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application R—scd - 8-9-1 I.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $3,064.31 D15-0232 Address: 14520 INTERURBAN AVE S Unit#100 Apn: 3365901650 $3,064.31 DEVELOPMENT $2,918.60 PERMIT FEE R000.322.100.00.00 0.00 $2,914.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $145.71 TECHNOLOGY FEE TOTALR6595 R000.322.900.04.00 0.00 $145.71 $3,064.31 Date Paid: Friday, November 06, 2015 Paid By: LOUIE SANFT Pay Method: CREDIT CARD 02229D Printed: Friday, November 06, 2015 11:05 AM 1 of 1 L7[ JLl SYSTEMS Date Paid: Friday, September 04, 2015 Paid By: FREIHEIT & HO Pay Method: CHECK 33615 Printed: Friday, September 04, 2015 11:33 AM 1 of 1 SYSTEMS 22 INSPECTION RECORD. I Pf �--O 2-;2- Retain a copy with permit INS'PKTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367k0 Permit Inspection Request Line (206) 438-9350 Pr?jjct: t LAM, ') 6 Typeel'InsPection, r. Add Pate Called! Special Instructions: Date Wanted: a.m. 6 - 2-7 (,C p.m. Requester: Phone No: [%Approved per applicable codes. El Corrections required prior to approval. C Inspector: jDate Z,-7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl. to schedule reinspection. ald: INSPECTION RECORD Retain a copy with permit 19 o-- 0 7,3 7?, 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Paect,V Tyne -of VispeCLOR: AjJdress: I qyzjo -4� Date CaIbkI- e-5e , 4 (00 Special Instructions: Date Wanted: a.m. !i — ('?� — �� p.m. Cquester: r"A )� 0 Phone N I Approved per applicable codes. Corrections required prior to approval. P A I MWORM ffA 4 9 ml� 0-31 WEATIM I Inspector: Date 2- F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. P-- -no INSPECTION RECORD. - 0 2, 37�' Retain a copy with permit I Do 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 P r , t Type of Inspection: r .(I (dq _r _f4ePA5_ y Atf" Address: L/ I ' I 5-a—leCalled:,/ -too Special Instructions: ed: a.m. p.m. Req ester* Phone No: I ?,r6G ( -r 7 GT inspector: UaEj� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. L/4- INSPECTION RECORD. fY- 0 2- Retain a copy with permit I IN%EC-rON NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVI51ION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit lnspejio�Requeft Line (206) 438-9350 A n I P . e c t: ip, 4X:Vft Tyne' of Inspection: C q 1 14 qdf� d-r?-5 . 'Cate Called: Special Instructions: Date Wanted., Re quester: Phone No: V� 5 Inspector: Date* F—] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1.00. Call to schedute reinspection. OR INSPECTION RECORD Retain a copy with permit C 0. PERMiT MO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (2061431-3670 Permit Inspection Request Line (206) 438-9350 Projecc, U1,1tv 61da Type of Inspecti n: (L/ A�Idres's: J tlf'zo = Date Cf lied: ;wo Special Instructions: Date Wanted* a.m. 3-p.m. Requester: UM VQ UtItt 616(V JV- jis—�'c &-5 A -k Phone No: ( — 7,J* - 0—f � 5 7 Inspector: te: r—� 1 J-7 El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INS ECTION RECORD Retain a copy with permit I N 117 0.10 N N 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 11206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project;, Lat y f I t Address: 110- 20 It" AL'Urka-A- tf I Date Called- J le,5 e, '#-yro 0 �pkial Instructions: Date'Wanted: a.m. 3 -1 -t p.m. Requester: Phone No: nApproved per applicable codes. E I Corrections required prior to approval. X El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaR to schedule reinspection. I INSPECTION RECORD.t E Retain a copy with permi INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Reque�t Line (206) 438-9350 Project: Type of Insp ection, Address: e 141 )�g All Date Calle e-- �' - Special Instructions: Date Wanted: a m Reque Zte,:, Phone No: -1 Corrections required prior to approval. F4Aprr-o-ved per applicable codes. E I paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. INSPECTION RECORD. -n Retain a copy with permltbl'5 -2-3;z] 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 P1, lype of Inspecti . M, Address: Yati C ed- Special Instructions: Date Wanted: "a. m Requester: Phone No: 2-A-*pproved per applicable codes. E I Corrections required prior to approval. COMMENTS: Inspector: Date: I # /Y::�> REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call. to schedule reinspection. INSPECTION RECORDS Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: q 1,J, V N s,1L- &, ' 1 d ti � Type of Inspection: Co v -cf J �v 0 Address:/V5ao -iON% S Contact Person: Suite #: Al) Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: { :i?rSV i7J Q4J—l/ n . ry - o �� A�� 1�r� �.► ti Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �,� 4 Z_I Date: ) 2 /a/// 5-] 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 1�)/ — 2 -7*0 2— INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project, JJ Type of Inspection: Type Address: y _ ___— Suite #: Contact Person: 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: I Inspector: �S3 Date: r1�1 Hrs.: �, d $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsiiiin4 Aaaress Attn: I 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: )� r Type of I spNction Z, Address: ^,� 100 Suite #:/�;�%j �1'S 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:fi� t � �_3 I Date: `�,��,/� Hrs.: /. U P $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 r ON of Tukwila Department of Community Development - Jack Pace, Director CERTIFICATE OF OCCUPANCY Allan Ekberg, Mayor This certificate is issued pursuant to the requirements of Section 110.2 of the 2012 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: 15=023' Occupant/Tenant: UNIVERSAL BUILDING SYSTEMS Building Address: 14520 INTERURBAN AVE S, SUITE 100 Parcel No.: 3365901630 Property Owner: SANFT LOUIE 6120 52ND AVE S, SEATTLE, WA 98118 Use: COMM/WHSE Occupancy Group/Division: B Type of Construction: VB Automatic Sprinkler System: Provided: YES Design Occupant Load: 50 //� 711eO BUIL OFFICI DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Tukwila City Hatt • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 o Website: TukwilatNA.gov OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTOA-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency . Website: www.ottorosenau.com April 13, 2016 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188-2544 Project: Interurban Office and Warehouse T.I. (Suite D100) Address: 14520 Interurban Ave South, Tukwila FINAL REPORT Permit Number: D15-0232 Job Number: 15-0841 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Welding 2. Epoxy grouting 3. Lateral framing Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Crista Moser Report Manager RECEIVED CITY OF TUKWILA APR 12 2016 PERMIT CEJNTE_ DI5 D() 41�' I OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing EcEIVEn &&A&. _ CONSTRUCTION INSPECTION REPORT mmunity Report Number: 308924 Development Project: Interurban Office and Warehouses Tenant Improvements Permit Number: D15-0232 Address: 14520 Interurban Avenue S: D100, Tukwila Job Number: 15-0841 Client: A&B Properties Client Address: 6120 52"d Avenue S. Seattle Inspections Performed Steel Decking Other (specify): One pass butt and fillet welds X Other (specify): Structural Steel Fabrication Structural Steel Erection X Inspector and Date Remarks Mike Sorantino Visually inspected one pass butt and fillet welds on mechanical unit support angles (44) at roof level 4/7/2016 at CA and 2.5/2.4 and B6, BLD D-100. Welds appeared adequate as per AWS D1.1 and S5.1 of plan provided. Conforms Copies to RECEIVED CITY OF TUKWILA JUN Q 12016 PERMIT CEOER Client X Engineer Others I�� X Owner X Contractor Technical Responsibility: � X Architect X Building Dept. vJeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 330105A - Revised Project: Interurban Office and Warehouses Tenant Improvements Permit Number: D15-0232 Address: 14520 Interurban Avenue S: D100, Tukwila Job Number: 15-0841 Client: A&B Properties Client Address: 6120 52"d Avenue S. Seattle Inspections Performed Steel Decking Other (specify): Visual Weld Inspection X Other (specify): Structural Steel Fabrication Structural Steel Erection X Inspector and Date Remarks George Nail[ Arrived onsite to perform structural steel inspection as requested by the contractor, in conformance to 3/31/2016 project plans and specifications. 1. Met with contractor to verify location of items to be inspected and review plans. 2. Welder certifications previously verified. 3. Performed visual inspection of new HVAC support framing welded to existing roof structure. Inspection revealed welding to be complete per drawings and visually acceptable per AWS D1.1-10. 4. Noted however that the detail 3/S5.1 calls for use of 5x3x1/4" and 4x3x1/4" angles were used inclusively. Contractor to verify with engineer of acceptance of 4x4x1/4" angle in lieu of required 5x3x1/4" angle prior to determination of conformance to plans. Revision: Received on 4/1/2016 a fax memorandum from the engineer of record, John C. Hedland, verification of acceptability of the use of the 4x4x1/4" angle. At this time, installation of the HVAC supports referenced above is found to be in conformance to project plans and memorandum dated 3/31/2016. Conforms RECEIVED CITY Of TU KW I L.A JUN 0 12016 PERMIT CENTER Copies to: Client X Engineer Others sL X Owner X Contractor Technical Responsibility: X Architect X Building Dept. Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/10) Af OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing R E G E tV E D CONSTRUCTION INSPECTION REPORT AR 26 Report Number: 330105 CommunityDevelopment Project: Interurban Office and Warehouses Tenant Improvements Permit Number: D15-0232 Address: 14520 Interurban Avenue S: D100, Tukwila Job Number: 15-0841 Client: A&B Properties Client Address: 6120 52nd Avenue S, Seattle Inspections Performed Steel Decking Other (specify): Visual Weld Inspection X Other (specify): Structural Steel Fabrication Structural Steel Erection X Inspector and Date Remarks George Naill Arrived onsite to perform structural steel inspection as requested by the contractor, in conformance to 3/31/2016 project plans and specifications. 1. Met with contractor to verify location of items to be inspected and review plans. 2. Welder certifications previously verified. 3. Performed visual inspection of new HVAC support framing welded to existing. roof structure. Inspection revealed welding to be complete per drawings and visually acceptable per AWS D1.1-10. 4. Noted however that the detail 3/S5.1 calls for use of 5x3x1/4" and 4x3x1/4" angles were used inclusively. Contractor to verify with engineer of acceptance of 4x4x1/4" angle in lieu of required 5x3x1/4" angle prior to determination of conformance to plans. Work in Progress Copies to Client X Engineer Others X Owner X Contractor Technical Responsibility:Aw X Architect X Building Dept. Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/10) ON OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 330105A Project: Interurban Office and Warehouses Tenant Improvements Permit Number: D15-0232 Address: 14520 Interurban Avenue S:Q100, Tukwila Job Number: 15-0841 Client: A&B Properties Client Address: 6120 52"d Avenue S, Seattle Inspections Performed Steel Decking Other (specify): Visual Weld Inspection X Other (specify): Structural Steel Fabrication Structural Steel Erection X Inspector and Date Remarks George Naill Arrived onsite to perform structural steel inspection as requested by the contractor, in conformance to 3/31/2016 project plans and specifications. 1. Met with contractor to verify location of items to be inspected and review plans. 2. Welder certifications previously verified. 3. Performed visual inspection of new HVAC support framing welded to existing roof structure. Inspection revealed welding to be complete per drawings and visually acceptable per AWS D1.1-10. 4. Noted however that the detail 3/S5.1 calls for use of 5x3x1/4" and 4x3x1/4" angles were used inclusively. Contractor to verify with engineer of acceptance of 4x4x1/4" angle in lieu of required 5x3x1/4" angle prior to determination of conformance to plans. Work in Progress Copies to RECEIVED CITY OF TUKWILA APR 2 6 2016 PERMIT CENTER Client X Engineer Others up X Owner X Contractor Technical Responsibility: X Architect X Building Dept. Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/10) I OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 292896 Project: Interurban Office and Warehouses Tenant Improvements Permit Number: D15-0232 Address: 14520 Interurban Avenue S: D100, Tukwila Job Number, 15-0841 SECEIVED FEB 'z 6 2A pevelo� yient: A&IJ Nropernes Client Address: 6120 52' Avenue S, Seattle Inspections Performed Steel Decking Other (specify): Other (specify): Structural Steel Fabrication Structural Steel Erection X u iaNc�w and Date Remarks Nick Fraley On site to perform visual weld inspection in accordance with AWS D1.1 and project plans. 2/5/2016 Welding inspection performed on ledger angle mezzanine. Ledger angle to HSS beams, per detail 20/S6.3. Welder performing work: Brandon Austrom W06678 expiration 4/1/2016. Structural steel / sheet steel SMAW qualified. Conforms Copies to: Client X Engineer Others X Owner X Contractor Technical Responsibility: X Architect X Building Dept. Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/10) 7r iL. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 322792 Project: Interurban Office and Warehouses Tenant Improvements Permit Number: D15-0232 Address: 14520 Interurban Avenue S: D100, Tukwila Job Number: 15-0841 Client: A&B Properties Client Address: 6120 52"d Avenue S, Seattle Inspections Performed Steel Decking Other (specify): Other (specify): Structural Steel Fabrication Structural Steel Erection X Inspector and Date Remarks Stephen Ramos Arrived onsite to perform visual inspection of field welding, in accordance with project plans and 1/15/2016 specifications as follows: New Mezzanine Framing: 1. Verified WABO certification for field welder: Brandon D. Anstrom, #W06678, expires 04/2016, SMAW process — structural steel and sheet steel. 2. Visually inspected field welding on the following items: a. Mezzanine level ledger angle to HSS beams as per detail 20/S6.3. Welding found to be in conformance with AWS D1.1 welding code and detail. Work inspected was found in conformance. Conforms Copies to: RECEIVED CITY OF TUKWILA FEB 2 6 2016 PERMIT CENTER Client X Engineer Others X Owner X Contractor Technical Responsibility: X Architect X Building Dept. Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/10) Lo OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing LATERAL FRAMING INSPECTION REPORT Report Number: 294215 Project: Interurban Office and Warehouses Tenant Improvements Permit Number: D 15-0232 Address: 14520 Interurban Avenue South, Tukwila Job Number: 15/0841 Client: A & B Properties Client Address: 6120 52"d Avenue S. Seattle Inspections Performed Nail / Screw Size and Spacing X Bottom Plate Nailing Light Gauge Framing Anchor Bolt Sheathing Nailing Light Gauge Yield: 30ksi ❑ 50ksi ❑ Blocking X Diaphragm Nailing X Light Gauge Welding Installation of Holdown System Sheathing Rated By: PSP Welders Name: Glips ❑ Straps ❑ Sheathing Type: % tongue and groove WABO Number: Hardware Manufacturer: Other (specify): WABO Card Exp.: Inspector and Date Remarks Isaac Ruoff Onsite and inspected the mezzanine diaphragm. Nails, sheathing, and blocking was per approved 1/21/2016 details. PSP — Pacific States Plywood Conforms Copies to RECEIVED CITY OF TUKINILA FEB 2 6 2016 PERMIT CENTER X Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-84-03 (Rev 05113) rul OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing LATERAL FRAMING INSPECTION REPORT Report Number: 321669 Project: Interurban Office and Warehouses Tenant Improvements Permit Number: D 15-0232 Address: 14520 Interurban Avenue South, Tukwila Job Number: 15/0841 Client: A & B Properties Client Address• R1gn 57"d AveniiP S CPattIP Inspections Performed Nail / Screw Size and Spacing X Bottom Plate Nailing Light Gauge Framing Anchor Bolt Sheathing Nailing Light Gauge Yield: 30ksi ❑ 50ksi ❑ Blocking Diaphragm Nailing X Light Gauge Welding Installation of Holdown System Sheathing Rated By: APA Welder's Name: Clips ❑ Straps ❑ Sheathing Type: Exposure 1 WABO Number: Hardware Manufacturer: Simpson Other (specify): WABO Card Exp.: Inspector and Date Remarks Jerry Graham Inspected floor diaphragm for the mezzanine level. Plans call out a fully blocked diaphragm for this 1/21/2016 floor. At this time, only the transverse seams of panels are blocked and nailed. Contractor will reschedule this inspection. Work in Progress Copies to RECEIVED CITY OF TUKWILA FEB 2 6 2016 PERMIT CENTER a X Owner X Contractor X Architect X Building Dept. Technical Responsibility: f�V���' X Engineer Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTf0-4-US — Fax (206) 723-2221 Form No.: ADMIN-84-03 (Rev 05113) 0 OTTO ROSENAU & ASSOCIATES, INC. 2 r r� Geotechnical Engineering, Construction Inspection & Materials Testing+�1 ommunity PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Development Job Number: 15-0841 Report Number: 314009 Permit Number: D15-0232 Project: Interurban Office and Warehouses Tenant Client: A & B Improvements Address: 14500 Interurban Avenue South, Tukwila Address: 6120 52"d Avenue South, Seattle Inspector: Jeramy Gronau Date: 12/03/2015 Description/Location: Inspected epoxy grout placement of all -thread for HD5 straps at 32" on center. Also inspected placement of 4x6 ledger with 3/8"x8" screw anchors at 48" on center. Work was on 2"d level at floor of building D100. Work was done per RFI. Intended Use: Subfloor brackets Building Code & Year: ❑ Reinforcing Steel ® All Thread Bar/Dowel Size & Quantity: Anchor Size & Quantity: 5/8" (15) Rebar Manufacturer: Type of Steel (ASTM): ® A-36 ❑ A-325 ❑ A- 49 ® Other: 36 Rebar Grade: ❑ 40 ❑ 60 ❑ Other: Type of Bar: ❑ A-615 ❑ A-706 ❑ A-775 ❑ Other: Special Ductile Quality (SDQ): ❑ Yes ❑ No Anchor Length: 8" Hole Depth: 6 s/." Required Embedment: 6 3/4" Hole Diameter: 3/" Concrete Thickness: N/A Concrete Strength: N/A Hole Orientation: ❑ Vertical Down ❑ Vertical Up ® Horizontal Base Material: ❑ Normal Weight Concrete ❑ Light Weight Concrete ® CMU ❑ Brick ❑ Composite Deck Hole Cleaning: ® Compressed Air ❑ Hand Pump ❑ Other: Compressed Air PSI: 120 Brushed: ® Yes ❑ No Hole Condition: ® Dry ❑ Damp ❑ Water Saturated ❑ Submerged Drill Bit (ANSI B212.15): ® Yes ❑ No Approved Diamond Cored Hole: ❑ Yes ❑ No Adhesive Type: Simpson Set- XP Expiration Date: 7/27/2017 ICC ESR #: 2508 Weather: Fair Ambient Temperature: - Substrate Temperature: - Comments Screws used for ledger were Simpson Titen HD %"x8 1/2" ICC ESR #2713-1056. 8 Anchor screws installed. Reference Standard(s) Used: Conforms X Does Not Conform Copies to: Client X Engineer X Others Igo Owner X Contractor Technical Responsibility: X Architect X Building Dept. —IW% Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-86-02 (Rev. 05113) t OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing RECEIVE® CONSTRUCTION INSPECTION REPORT DEC 2 9 2015 Report Number: 321344 Community Project: Interurban Office and Warehouses Tenant Improvements Permit Number: D15-0232 Development Address: 14520 Interurban Avenue S: D100, Tukwila .fob Number: 15-0841 Client: A&B Properties Client Address: 6120 52" d Avenue S, Seattle Steel Decking Other (specify): Other (specify): Structural Steel Fabrication Structural Steel Erection X Inspector ::: 'and. !Date ,Remarks Stephen Ramos Arrived onsite to perform visual inspection of field welding, in accordance with project plans and 11/23/2015 specifications as follows: New Mezzanine Framing: 1. Verified WABO certification for held welder: Brandon D. Anstrom, #W06678, expires 04/2016, SMAW process — structural steel and sheet steel. 2. Visually inspected field welding on the following items: a. Mezzanine level ledger angle to HSS beams on A line, 3.1 line, and 5 line as per detail A/S3.0. Welding found to be in conformance with AWS D1.1 welding code and detail. Work inspected was found in conformance. Conforms Copies to: Client X Engineer Others X Owner X Contractor Technical Responsibility: �IVU'1, X Architect X Building Dept. , Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTf0-4-US — Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing LATERAL FRAMING INSPECTION REPORT Report Number: 321627 Project: Interurban Office and Warehouses Tenant Improvements Permit Number: D 15-0232 Address: 14520 Interurban Avenue South, Tukwila Job Number: 15/0841 Client: A & B Properties Client Address: 6120 52"d Avenue S. Seattle Inspections Performed Nail / Screw Size and Spacing X Bottom Plate Nailing Light Gauge Framing Anchor Bolt Sheathing Nailing Light Gauge Yield: 30ksi ❑ 50ksi ❑ Blocking Diaphragm Nailing X Light Gauge Welding Installation of Holdown System Sheathing Rated By: APA Welder's Name: Clips ❑ Straps ® Sheathing Type: Exposure 1 WABO Number: Hardware Manufacturer: Simpson Other (specify): WABO Card Exp.: Inspector ,. and Date Remarks Jerry Graham Inspected metal stud framing and floor diaphragm for mezzanine level (A-D/3-5). All metal framing 12/15/2015 was properly constructed and fastened, in accordance with approved plans. Floor diaphragm was properly installed with 23/32" plywood (span rating 48/24), and secured with #8 screws. Conforms Copies to: X Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer Jeff Rabe, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US Fax (206) 723-2221 Form No.: ADMIN-84-03 (Rev 05113) 9n1 9 Wnchinntnn State Enerav Code Compliance Forms for Commercial Buildings including R2 $ R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address 14520 INTERURBAN AVE S Date 10/23/2015 Compliance UNIT #100 For Building Department Use forms do not require a TUKWILA, WA 98168 Applicant Name: ERIN BROUILLETTE password to FILLN use. Instructional and Applicant. Address: 5209 LAKE WASH. BLVD. NE, #200 KIRKLAND WA 09033 calculating cells Applicant Phone: (425) 827-2100 are write- Project Description- ❑ New Building ❑ Addition Alteratiori ❑ Plans Included Lighting Compliance Path QLighting Power Density Calculations Q Total Building Performance is (If Total Building Performance then only LGT-CHK required.) Lighting Power Allowance Q Building Area Method Q Space -By -Space Method Method Selection required to enable LPA forms Interior Lighting System ELECTRICAL AND INTERIOT LIGHTING SYSTEM TO BE BIDDER DESIGNED. ALLOWANCE BASED ON DESIGN INTENT. TENANT IMPROVEMENT IN EXISTING Description P SHELL BUILDING FOR A BUSINESS OFFICE AND WORKSHOPAGE -,-------_ Rt1EVIEWED FOR ,I Briefly describe lightinga1>EOIVIPLIAN type and features. Zsystem t (,APPROVED < Additions and Change of Space Use (C101.4.3 & C101.4.4) ti ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project, ❑ Addition area is combined with existing building lighting systems to demonstrate compliance with all appli ble City {'� TU1CW>�Ia provisions per C101.4.3 litDIVISI t Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance - allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) ❑- 60% or more of luminaires in space replaced Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table_ Retrofit and non -retrofit spaces shall be documented separately using multiple forms. ❑ Less than 60% of luminaires in space replaced Provide a separate Space -By -Space Method (LTG-INT-SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in the Proposed Wattage table. ❑ Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 ❑ New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. ❑ Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. ❑ No changes are being made to the interior lighting and space use not changed. COR L R#RE TION � lJ � V � 21% 3 �.J RECEIVED CITY OF TUKWILA OCT 2 3 2015 PERMIT CENTER o........ f... t',,..,.. —i,i R, siiii— inclurUnn R9 A R3 over 3 stories and all R1 Revised Jan 2014 Date 10/23/2015 Project Address 14520 INTERURBAN AVE S Lighting Alterations, Renovations & Building Additions For Building Department Use O Less than 60% 60% or more O Stand alone O Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, provide total existing lighting wattage (prior to retrofit) in the space provided in the Maximum Allowed lighting table. Maximum Allowed Lighting Wattage Location (plan #, Space Type' o we z Watts per tt Grossinterior 2 Area in ft a s 2 owe (wattslft x area) room #) Conferencelmeetinglmultipurpose 1.23 190 234 Corridorttransition 0.66 411 271 Lobby 0.90 201 181 Office - Enclosed 1.11 658 730 Office - Open plan 0.98 425 417 Restroom 0.98 121 119 Stairway 0.69 249 172 Storage 0.63 919 579 Workshop 1.59 2576 4096 Atrium" Enter Height: Existing Lighting Enter Exist Watts: Retail Display Allowance from LTG-INT-DISPLAY ' Select Table C405.5.2(2) category from drop down menu. For atriums, indicate height. Allowed wattage for first 40 feet is 0.03 Witt. hL, above 40 feet is 0.02 W/R. ht. PrnnncPA Uohfing Wattaze wCG nncwcu •vaua Total 5750 6798 ---r----- Location (plan #, room #) Fixture Description*** Number of Fixtures Watts/ Fixture Watts Proposed LEVEL 01 2X4 FLUORESCENT FIXTURE (2 - 28W T5) 14 56 784 LEVEL 02 2X4 FLUORESCENT FIXTURE (2 - 28W T5) 21 56 1176 LEVEL 01 PENDANT DOWNLIGHT 18 28 504 LEVEL 01 RECESSED DOWNLIGHT 7 13 91 RECEPTION SUSPENDED LINEAR LED PENDANTS 4 38 152 STORAGE RECESSED DOWNLIGHT 2 13 26 RESTROOMS RECESSED DOWNLIGHT 4 13 52 CONFERENCE LARGE PENDANT LIGHT 1 21 21 WAREHOUSE HIGH BAY LED PENDANTS 18 150 2700 Retail Display Lighting from LTG-INT-DISPLAY Total Pmnnsad Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watt 5506 "' Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Notes: 1. include ALL proposed lighting fixtures. 2. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 3. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specked in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices of the transformer. For low voltage track lighting list the transformer rated wattage. 4. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 5. Document existing to remain fixtures in Proposed lighting table in the same manner as new fixtures. Identify as existing in fixture description. 6. If #NA appears in Retail Display cells, information on LTG-INT-DISPLAYis incomplete. Interior Lighting Power Allowance COMPLIES1 III • ' - • 20 22 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address 14520 INTERURBAN AVE S Date 10/23/2015 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS (Section C405.2 Indicate on plans the manual control type & locations served; C405.2.1.1 C405.2.1.2 Manual interior lighting controls Indicate of plans the 50% lighting toad reduction method A7.00 provided or identify exception taken Indicate lighting system automatic shut-off capability - identify lighting zone areas served on plans; Automatic time Indicate locations of override switches on plans and the areas C405.2.2.1 switch controls and served, include area sq. ft.; override switching Indicate locations where automatic shutoff is provided by other methods (occupancy sensor, daylight controls, etc) C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors A7.00 Daylight zones - Indicate vertical fenestration primary and secondary daylight A7.00 C405.2.2.3 Vertical fenestration zone areas on plans, include sq. ft.; Indicate skylight daylight zone areas on plans, include sq. ft. NA and skylights Indicate on plans the locations served by daylight zone A7.00 C405.2'.2.3.2 Daylight zone controls controls; Indicate in plans the lighting load reduction (dimming) method - stepped or continuous dimming Specific application Indicate on plans the locations served by specific application NA C405.2.3 lighting controls - lighting controls General Indicate lighting control method for display and accent lighting, NA and display case lighting; C405.2.3 - Display and accent Indicate these fixtures are controlled independently from both Items 1 &2 lighting general area lighting and other lighting applications within the NA same space Provide a lighting control device at each guest room entry for NA C405.2.3 - Hotel/motel guest all permanently installed fixtures in guest room; Item 3 rooms Indicated whether lighting control is manual or automatic C405.2.3 - Supplemental task Provide automatic shut-off vacancy controls for supplemental NA Item 4 lighting task lighting, including under -shelf or under -cabinet lighting Identify eligible non -visual applications and method of lighting NA control; C405.2.3 - Lighting for non - Indicate these fixtures are controlled independently from both Item 5 visual applications general area lighting and other lighting applications within the NA same space Indicate lighting control method for lighting equipment for sale NA Lighting equipment or demonstration; Indicate these fixtures are controlled independently from both C405.2.3 - for sale or Item 6 demonstration general area lighting and other lighting applications within the NA same space If egress lighting power density is greater than 0.05W/fe, indicate method of automatic shut-off during unoccupied NA C405.2.3 - Means of egress Periods; Item 7 lighting Identify on plans the egress fixtures that function as both A7.00 normal and emergency means of egress illumination Provide vacancy device or timer to turn off fixtures within 15 C405.10 Cooler and freezer minutes of unoccupancy for cooler and freezer lighting fixtures NA C405.11 lighting with lamp efficacy less than 40 lumens per watt Exterior lighting Indicate on exterior lighting plans the automatic lighting control NA C405.2.4 controls method and locations served Exterior building Provide motion sensor controls Tor ouuamg grounas mxcures C405.6.1 grounds lighting rated at greater than 100 watts with lamp efficacy less than 60 NA controls lumens, or identify exception taken Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; Provide written procedures for functional testing of all C408.3 Lighting system automatic controls and describe the expected system functional testing response; Identify in construction documents the party responsible for functional testing of automatic lighting controls INTERIOR LIGHTING POWER & EFFICACY (Sections C405.5, C405.10, C405.11) 1 72012�Mhin7gtonate Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 14520 INTERURBAN AVE SDate 10/23/2015 eoowing information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes Provide fixture schedule with fixture types, lamps, ballasts, and A7.00 rated watts per fixture; spaces eligible for lighting power exemption on plans NA C405.5.1 Identify C405.5.1.1 Total connected and in compliance fortes; P Identify lighting equipment eligible for exemption in fixture NA C405.5.1.2 interior lighting power C405.5.1.3 schedule and in compliance fortes; C405.5.1.4 Indicate that exempt lighting equipment is in addition to general NA area lighting and is controlled independently Provide exit sign types and rated watts per fixture in fixture A7.00 C405.4 Exit signs schedule (maximum 5 watts per fixture) For lighting in walk-in coolers and freezers, and refrigerated C405.10 Cooler and freezer warehouse coolers and freezers, provide rated lamp efficacy (in NA C405.11 lighting lumens per watt) in fixture schedule Lighting Power Calculation - Indicate compliance path taken Complete required compliance fortes — proposed wattage per C405.5.2 Building Area building area does not exceed maximum allowed wattage per Method building area. Identify locations of building areas on plans Complete required compliance forms — total proposed wattage Space -By -Space does not exceed maximum allowed wattage. Identify locations C405.5.2 Method of space types on plans, including retail display areas as applicable EXTERIOR LIGHTING POWER & EFFICACY Section C405.6 Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; Total connected Identify exterior applications eligible for lighting power C405.6.2 exterior lighting exemption on plans and in compliance fortes; power Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting Table Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ C405.6.2(1) For building grounds fixtures rated at greater than 100 watts, C405.6.1 Exterior building Provide rated lamp efficacy (in lumens per watt) in fixture grounds lighting schedule Complete required compliance forth — proposed wattage for C405.6.2 Exterior lighting exterior lighting plus base site allowed does not exceed power calculations maximum allowed MOTORS & TRANSFORMERS (Sections C405.8, C405.9) For motors not part of an HVAC system, provide electric motor C405.8 Electric Motors schedule on electrical plans with hp, rpm, and rated efficiency Provide distribution transformer schedule on electrical plans C405.9 Transformers with transformer size and efficiency If "no" is selected for any guestion,roviae ex lianaaon: End of Lighting, Motor & Transformer Permit Documents Checklist SHUTLER _ - CONSULTING ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 4504075 FAX (425) 4504076 STRUCTURAL CALCULATIONS FOR: UBS T.I. - INTERURBAN BLDG'D', SUITE #1 14600 INTERURBAN AVE. SOUTH TUKWILA, WASHINGTON ARCHITECT: JOB UBS TI SHEET NO. COVER OF CALCULATED BYjch DATE 9/3/2015 CHECKED BY DATE SCALE JOB NUMBER 15-41 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2015 City of Tukwila BUILDING DIVISION FREIHEIT & HO ARCHIT 5209 LAKE WASHINGTON BLVD. NE, SUITE 200 KIRKLAND, WA 98033 (425) 827-2100 DESIGN CRITERIA: CODE.................................. ROOF LIVE LOAD ................. FLOOR LIVE LOAD ............... WIND LOAD ......................... SEISMIC ZONE ..................... BILE RECEMED CITY OF TUKWILA SEP 0, 4 2015 PERMIT CENTER INTERNATIONAL BUILDING CODE, 2012 EDITION 25 PSF SNOW LOAD, Is=1.0 50 PSF PLUS 15 PSF - OFFICE 125 PSF - LIGHT STORAGE 110 MPH ZONE, EXPOSURE'B', Iw=1.0 SITE CLASS'E', Sds=0.985, Sd1=0.553, DESIGN CATEGORY'D', R=5.0, Ie=1.0 ALLOWABLE SOIL BEARING IS 2500 PSF PER THE ORIGINAL STRUCTURAL DRAWINGS DATED MARCH 27, 2014 AND REPORT JN10208, DATED SEPTEMBER, 2010 BY GEOTECH CONSULTANTS, INC. D19 0oV/10 SHUTLER JOB z�� o `o _■-CONSULTING SHEET NO. !V" I OF __■ ENGINEERS, INC CALCULATED BY 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 DATE (425) 450-4075 FAA (425) 450-4076 SCALE ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■11■■■■■1 I■■■■■■■■■■■■■II■■■■ NEW re ■■ ■■■ml 1■■■■ Coif �11■■■1�1■■■■ r■■■�■11■■i■i■ ■■No MEENNUMUMMMINMEME ■■■11■■■■■■■■■1■■■�■■■■II■11■■■■ RIME■■ ice �i ���■:�:i�iii�:i�■■■■:■i:��ir ■ \1i■■■■11■i■■1■■■■■■■■■■■■■ ONION ■■■■■■11■■■■■1■■■■■■■■■■■■■ ■■ ■■ ■■■■■■I�1■■■■■"■ ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ MENEM ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ - SHUTLER _�- CONSULTING - ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 bt JOB 56a r/,/ / SHEET NO. /ll�� OF rd CALCULATED BY C DATE _ SHUTLER _■- CONSULTING _■ ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB A26 r SHEET NO. OF CALCULATED OF CALCULATED BY Gw DATE_�� SCALE ■■■■■■■■■■■■■■■mmu■■■■■■■■■■■■■ ■■■■■■■■■■■■mm■■■m■■■■■■■■■■■■■ ■■■■■■■QN■■MOI, msom■■■■■■■■■■■■■� ■■■■■■■■umomm■om■■■■■■■■■■■■■■■ ■■■■■■■■MM1fl■■M%M■■■■■■■■■■■■■■ ■■■■■■■■■■��m■om■■■■■■■■■■■■■■■■ ■■■■■■■■■■m■ ■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■rim■�so■■■mmo■■momo■■■■ _ � ate■■ ■, ■ ■ ■■■■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■r■■■■■■■■■■■■■m■■■ m■■ ■■■■■■u■m■u■■■■■■m■■■■■■■� ■■■ ■■■■■mx!■ mmwmmw■■■■■■■■■d ■■■ ■■■■■■■■■■■■■■mu■■■■■■■■■■■■■■■ ■■■■■E■ !� C��f��■■■■■■■■■■■■■ ■■■■■■■■■■!1■�®�1■�i� malcmF , ■■■ ■■■■■■■■■■■■■■■■■■■■■EMP2MMUMMM■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■uf■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ DESIGN PROPERTIES V_ j' 1'/a°-13/6° T_ I l 9�k° 3/6" 117/s" 14" TJI® 110 Joists 1Y4'-13A" T_ gy4° 3�" 117/6" 14" 16" 1 TJI@ 210 Joists Design Properties (100% Load Duration) LI r25/16" gy4° 3A" 11 - 14' 16" TJl@ 230 Joists �I r--25i6" 13A' 7 iBi" 3/6" 14' 16" TJI® 360 Joists L� r-- 3Ji" 13%"T_ 11 A" 1/16' 14" 16" �L TJI@ 560 Joists Basic Properties Reaction Properties Depth Tll® Joist Weight (IbsffU Maximum Resistive Moment(') (ft-Ibs) Joist Only EI x Only (El Ibs) Maximum Vertical Shear (Ibs) 1a/a"End Reaction (Ibs) 3 /z End Reaction (Ibs) 314" Intermediate Reaction (lb s) 5%" Intermediate Reaction (Ibs) No Web Stiffeners With Web Stiffeners(z) No Web Stiffeners With Web Stiffeners(z) 110 2.3 2,500 157 1,220 910 1,220 1,935 N.A. 2,350 N.A. 9%., 210 2.6 3,000 186 1,330 1,005 1,330 2,145 N.A. 2,565 N.A. 230 2.7 3,330 206 1,330 1,060 1,330 2,410 N.A. 2,790 N.A. 110 2.5 3,160 267 1,560 910 1,375 1,935 2,295 2,350 2,705 210 2.8 3,795 315 1,655 1,005 1,460 2,145 2,505 2,565 2,925 111/a" 230 3.0 4,215 347 1,655 1,060 1,485 2,410 2,765 2,790 3,150 360 3.0 6,180 419 1,705 1,080 1,505 2,460 2,815 3,000 3,360 560 4.0 9,500 636 2,050 1,265 1,725 3,000 3,475 3,455 3,930 110 2.8 3,740 392 1,860 910 1,375 1,935 2,295 2,350 2,705 210 3.1 4,490 462 1,945 1,005 1,460 2,145 2,505 2,565 2,925 14" 230 _ 3.3 4,990 509 1,945 1,060 1,485 2,410 2,765 2,790 3,150 360 3.3 7,335 612 1,955 1,080 1,505 2,460 2,815 3,000 3,360 560 4.2 11,275 926 2,390 1,265 1,725 3,000 3,475 3,455 3,930 210 3.3 5,140 629 2,190 1,005 1,460 2,145 2,505 2,565 2,925 16" 230 3.5 5,710 1 691 8,405 830 2,190 2,190 _1,060 1,080 1,485 _2,410 2,460 2,765 2,815 2,790 3,150 360 3.5 1,505 3,000 3,360 560 4.5 12,925 1 1,252 1 2,710 1,265 1,725 3,000 3,475 3,455 3,930 (1) Caution: Do not increase joist moment design properties by a repetitive member use factor. (2) See detail W on page 6 for web stiffener requirements and nailing information. General Notes ■ Design reaction includes all loads on the joist. Design shear is computed at the inside face of supports and includes all loads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with ICC ES ESR-1153, and these increases are reflected in span tables. PRODUCT STORAGE TWO joists are intended for dry -use applications ■ The following formulas approximate the uniform load deflection of 0 (inches): For TJI®110, 210, 230, and 360 Joists A = 22.5 wLa + 2.67 wLz El dx105 w = uniform load in pounds per linear foot L = span in feet d = out -to -out depth of the joist in inches El = value from table above ♦ ♦ ♦ ♦ % Protect product from sun and water CAUTION.- Wrap is slippery when wet or icy Align stickers (1x3 or larger) directly over support blocks Use support blocks 06 or larger) at 10' on -center to keep bundles out of mud and water For TJI® 560 Joists 0 = 22.5 wLa + 2.29 wLz El dx105 Trus Joist@ TJI® Joist Specifier's Guide TJ-4000 I March 2015 3 Au__� LP® SolidStart®1-Joists PR-1.238 Louisiana-Pacific Corporation Revised November 1, 2014 Products: LP® SolidStare I -Joists (LPI® series) LP Building Products, Louisiana-Pacific Corporation, 414 Union Street, Suite 2000, Nashville, Tennessee 37219 (615) 986-5600 www.lpcorp.com 1. Basis of the product report: • 2012, 2009 and 2006 International Building Code (IBC): Sections 104.11 Alternative Materials and 2303.1.2 Prefabricated wood I joists • 2012, 2009 and 2006 International Residential Code (IRC): Sections R104.11 Alternative Materials and R502.1.4 Prefabricated wood I joists • ASTM D5055-09, D5055-05, and D5055-04 recognized by the 2012 IBC and IRC, 2009 IBC and IRC, and 2006 IBC and IRC, respectively • Intertek LPI 20, LPI 20X1.7 and LPI 32 Test Report, Intertek LPI 20X1.5 Test Report, PFS LPI 23 (a.k.a. LPI 32) Test Report, APA Reports T2005M-21, T2005M-52, T2006M- 03, T2006M-07, T2008P-42, T200813-45, T2008P-69, T2008P-97, T2008P-111, T2009P- 03, T2009P-14, T2009P-21, T2009P-38, T2009P-47, T2009P-60, T2009P-61, T200913- 82, T2010P-36, T2010P-39, T2010P-52A, T2010P-58, T2010P-59, T2011 P-08, T2011 P- 53, T2011P-61, T2012P-25A, T2013P-30, T2013P-38, T201413-03, T201413-18, T201413- 29, T2014P-36, and other qualification data 2. Product description: LPI 18, 2013Ius, 32Plus, 42Plus, and 52Plus series I joists, as described in Table 1, are made with lumber flanges and oriented strand board (OSB) webs in accordance with the in - plant manufacturing standard approved by APA. LPI 36, 450, 56, 53, 530, and 70 series (- joists, as described in Table 1, are made with laminated veneer lumber (LVL) flanges and OSB webs in accordance with the in -plant manufacturing standard approved by APA. 3. Design properties: Tables 2 and 3 list the design properties for the LP SolidStart I -Joists covered by this report. The allowable spans for LP SolidStart I -Joists shall be in accordance with the recommendations provided by the manufacturer (contact the manufacturer for information or refer to the Technical Guide for Residential Construction, Lit. Item LPEW0357, Technical Guide for Light -Frame Commercial and Multifamily Construction, Lit. Item LPEW0325, LPI 450 Technical Guide, Lit Item LPEW0421, or LPI 530 Technical Guide, Lit Item LPEW0416 (www.lpcorp.com/resourcesAiterature). The allowable spans for LP SolidStart I -Joists qualified as the PRI series shall be permitted to be in accordance with the APA Performance Rated I- Joists, Form Z725 (www.apawood.oro/publications). 4. Product installation: The LP SolidStart I -Joists covered by this report shall be installed in accordance with the recommendations provided by the manufacturer (see link above) or the APA I -Joist: Construction Details, Form D710 (see link above) for products qualified as the PRI Series: Permissible web holes and cantilever reinforcements shall be in accordance with the recommendations provided by the manufacturer or with the APA D710 for products qualified as the PRI Series. 5. Fire -rated assemblies: Fire -rated assemblies shall be constructed in accordance with the recommendations provided by the manufacturer or with the APA Fire -Rated Systems, Form W305 (see link 0 2014 APA - The Engineered Wood Association 11-01 APA Product Report* PR-1_238 Mri� Revised November 1, 2014 Page 2 of 9 above) for products qualified as the PRI Series. I joists listed in this report may be used in the fire rated assemblies described in the 2012 IBC Table 721.1(3), Items 21, and 23 through 28, or the 2009 and 2006 IBC Table 720.1(3), Items 21, and 23 through 28, as applicable. 6. Limitations: a) LP SolidStart I -Joists shall be designed in accordance with the code using the design properties specified in this report. b) LP SolidStart I -Joists are limited to dry service conditions where the average equilibrium moisture content of solid -sawn lumber is less than 16 percent. c) LP SolidStart I -Joists are produced at Red Bluff, California, Larouche, Quebec, and St. Prime, Quebec under a quality assurance program audited by APA. A list of I joists manufactured at different LP facilities is documented and audited by APA. d) This report is subject to re-examination in one year. 7. Identification: The LP SolidStart I -Joists described in this report are identified by a label bearing the manufacturer's name (Louisiana-Pacific Corporation or Abitibi — LP Engineered Wood Inc.) and/or trademark, the APA assigned plant number (1069 for the Red Bluff plant, 1068 for the Larouche plant, and 1077 for the St. Prime plant), the I joist series designation and depth, the APA logo, the report number PR-L238, and a means of identifying the date of manufacture. Table 1. Des cri lion of LP SolidStart Woists(a) Joist Series Joist Depths (in.) Flanges Web Material Dimension Material Thickness(b) (in.) Depth (in_) Width (in.) Nominal Net(`) LPI 18 7-7/8-16 Proprietary SPF 1-1/2 2-1/2 225 OSB 3/8 LPI 20Plus 7-7/8-16 Proprietary SPF 1-1/2 2-1/2 225 OSB 3/8 LPI 3213Ius 7-7/8-16 MSR SPF 1-1/2 2-1/2 225 OSB 3/8 LPI 42Plus 7-7/8 - 24 Proprietary SPF 1-1/2 3-1/2 225 OSB 3/8 (d) LPI 52Plus 9-1/4 -24 MSR SPF 1-1/2 3-1/2 2.25 OSB 7116 LPI 36 11-7/8 - 24 LVL 1-1/2 2-1/4 2.15 OSB 3/8 LPI56 11-7/8-24 LVL 1-1/2 3-1/2 3.40 OSB 7/16 LPI450 9-1/2-16 LVL 1-5/16 1-3/4 1.65 OSB 318 LPI 530 9-1/2-16 LVL 1-5116 2-1/16 1.96 OSB 318 LPI 53 7-7/8-16 LVL 1-5/16 2-1116 1.96 OSB 318 LPI 70 7-7/8-16 LVL 1-5116 2-3/4 2.65 OSB 318 Referenced dimensions are nominal. Tolerances are as specified in the in -plant quality manual. 7/16 inch webs shall be permitted to substitute for 3/8 inch webs. The net flange width is the nominal flange width accounted for edge easing_ The net flange width shall be used in conjunction with the allowable compressive stress perpendicular -to -grain of the lAoist flange (see Table 3) to determine the maximum flange bearing capacity in accordance with Table 3. (d) 7/16 inch webs for joist depths exceeding 16 inches. 0 2014 APA — The Engineered Wood Association 11-01 APA Product Report* PR-1238 Revised November 1, 2014 Page 4 of 9 Table 2. Desion Properties (Allowable Stress Desian) for LP SolidStart I -Joists() (Continuedl Joist Series Joist Depth Elro) OQ V(d) VLC(`) KM Designation Cinches, unless (106lbf4n s) (Ibf-ft) (ibfl (Ibf/ft) (106 Ibf-ft/in.) otherwise noted) 9-1/4 334 6,340 1,715 2,400 0.493 9-1/2 356 6,540 1,745 2,400 0.507 11-1/4 529 7,965 1,975 2,400 0.600 11-7/8 600 8,475 2,055 2,400 0.633 LPI52PIus 14 874 10,205 2,330 2,200 0.747 16 1,183 11,835 2,585 1,900 0.853 18 1,540 13,380 2,845 1,700 0.960 20 1,948 14,810 3,105 1,580 1.067 22 2,408 16,220 3,360 1,300 1.173 24 2,919 17,615 3,620 1,100 1280 117/8 429 6,445 1,615 1,800 0.468 14 622 7,755 1,830 1,800 0.550 16 836 8,995 2,020 1,800 0.625 LPI36 18 1,082 10,135 2,185 1,300 0.700 20 1,360 11,270 2,320 1,300 0.774 22 1,669 12,390 2,435 1,200 0.850 24 2,010 13,505 2,525 1,100 0.922 11-7/8 668 10,170 2,055 2,400 0.549 14 968 12,250 2,330 2,200 0.641 16 1,301 14,205 2,585 1,900 0.729 LPI56 18 1,684 16,010 2,845 1,700 0.817 20 2,115 17,800 3,105 1,580 0.905 22 2,597 19,575 3,360 1,300 0.993 24 3,127 21,340 3,620 1,100 1.081 9-1/2 170 3,350 1,230 2,000 0.473 11-7/8 286 4,320 1,430 2,000 0.585 LPI450 14 419 5,120 1,605 1,100 0.686 16 569 5,860 1,775 1,100 0.782 9-1/2 200 4,000 1,340 2,000 0.478 LPI530 11-7/8 337 5,150 1,565 2,000 0.591 14 492 6,110 1,765 1,100 0.693 16 666 6,990 1,955 1,100 0.789 7-7/8 128 3,210 1,045 2,000 0.402 8-7/8 170 3,690 1,175 2,000 0.448 9-1/4 188 3,880 1,225 2,000 0.466 9-1/2 200 4,000 1,260 2,000 0.478 LPI53 11-1/4 297 4,850 1,425 2,000 0.561 117/8 337 5,150 1,485 2,000 0.591 14 492 6,110 1,680 1,100 0.693 16 666 6,990 1,870 1,100 0.789 7-7/8 172 4,340 1,045 2,000 0.410 8-7/8 227 4,990 1,175 2,000 0.455 9-1/4 251 5,250 1,225 2,000 0.474 LPI70 9-1/2 268 5,410 1,260 2,000 0.486 11-1/4 396 6,560 1,425 2,000 0.569 11-7/8 448 6,980 1,485 2,000 0.599 14 652 8,280 1,680 1,100 0.703 16 881 9,480 1,870 1,100 0.800 (Footnotes on Page 5) 0 2014 APA- The Engineered Wood Association 11-01 APA Product Report* PR-L238 P4 Revised November 1, 2014 Page 5 of 9 For SI: 1 inch = 25.4 mm,1 foot = 304.8 mm, 1 Ibf = 4.448 N. The tabulated values are design values for normal duration of load. All values, except for El, VLC, and K, shall be adjusted for other load durations in accordance with the code. ro) Bending stiffness (El) of the I joist c6r Moment capacity (M) of the I joist, which shall not be increased by any repetitive member factor. c� Shear capacity (V) of the I joist Uniform vertical load capacity of the 1-joist. Coefficient of shear deflection (K). For calculating uniform load and center -point load deflections of the I joist in a simple -span application, use Eqs. 2 and 3. Where: Uniform Load: S = 5WQ4 + w1212K 384E1 [2i Center -Point Load: S = Pt3 + Pk 48E1 6K i3) S = calculated deflection (in.), w = uniform.load (Ibffin.), l = design span (in.), P = concentrated load (Ibf), El = bending stiffness of the (joist (Ibf-in Z), and K = coefficient of shear deflection (Ibf fin.). c0 Also recognized as PRI-80 series I joists. © 2014 APA — The Engineered Wood Association 11-01 SHUTLER _�- CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB �/L�t/�%�� �67 SHEET NO. YVI_ OF r CALCULATED BY Q DATE FAX (425) 450-4076 SCALE I O'l /t 4• �U SHUTLER �- CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 &V4 JOB �� / SHEET NO. (Vd_/v OF CALCULATED BY / V DATE FAX (425) 450-4076 bUALL r J 01 I I SHUTLER _�- CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB 9(,Vd /0' SHEET NO. lu,�« OF r CALCULATED BY � `�'• DATE�019`15' FAX (425) 450-4076 SCALE 1 �-! 'L e . r h \ l I �` t Alai- ( : 111111111111111 ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 8/29/2015 SECTION DESIGNATION: 600SI62-43 [33] Single Input Properties: Web Height = 6.000 in Design Thickness = Top Flange = 1.625 in Inside Corner Radius = Bottom Flange = 1.625 in Yield Point, Fy = Stiffening Lip = 0.500 in Fy With Cold -Work, Fya = Punchout Width = 1.500 in Punchout Length = Wall Solver Design Data - Simple Span Wall Height 14.00 ft Deflection Limit L/240 Lateral Pressure 5.00 psf Axial Load 2340 lb Stud Spacing 16.0 in Check Flexure Load Multiplier for Flexural Strength = 1.00 Flexural Bracing: Full Mmax = 163 Ft -Lb <= Ma = 1390 Ft -Lb & Ma(distortional) = 1205 Ft -Lb K-phi for Distortional Buckling = 0 Ib*in/in Check Deflection Deflection Limit: L/240 Load Multiplier for Deflection = 1.00 Maximum Deflection = 0.084 in Deflection Ratio = L/1992 Check Shear Vmax = 47 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 1416 lb >= Vmax Check Web Crippling Rmax = 47 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 259 lb >= Rmax, stiffeners not required Check Axial Interactions P = 2340 lb (Including Axial Load Multiplier) Axial Loads Multiplied by 1.00 for Interaction Checks Max unbraced length, KyLy and KtLt = 48.0 in Max KL/r = 83 Allowable Pure Axial Load, Pa = 3349 lb : Axial Load Ratio, P/Pa = 0.699 K-phi for Distortional Buckling = 0 Ib*in/in 0.0451 in 0.0712 in 33.0 ksi 36.3 ksi 4.000 in Check Equation C5.2.1-1 Check Equation C5„2.1-2 Cmx = 1.00 Pao = 4694 Ib Pcr = 23889 lb Alpha = 0.8112 Equation C5.2.1-1 = 0.866 Equation C5.2.1-2 = 0.634 Maximum Interaction = 0.866 <=1.0 SHUTLER _�- CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB V606 ' N I SHEET NO. 'V / OF CALCULATED BY DATE SCALE v, Lk J /- 49 �. � 11 r tj Vtff• r � SHUTLER _■- CONSULTING _ ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB it & o ' l SHEET NO. gj-%y OF , �CALCULATED BY DATE V f�/✓' SCALE ■■■■■■■■■■w■■�■■■■■■■■■■■■■■■n ■■■■■■■■■OGEE■■■■■■■■■■■■■■■■■■■ ■■■■■MZEMENis fn■ M EEi,■■■■■■■■■■ ■■■■■■■■■M■■MMOMM■ ISIMME ■M■■■■■ ■ MM■■■M■■■■■■■E■W90■■■■■■■M■■■ ■■ MOM ■■■■■■■mm■■■i/m■■■■■■■■■■■■ ■■■■ �0. -EEHBWf MMMM®■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■�.E�,I,i CJ.O■■ ■■■■■■■■■■■■■■■■■■■■■■ ■®�■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■®oi■■■■■ ■■■■■■mom ■■■■■■■■■■■■■NSIMM■■■■■ IN ME MSI E 0 �ii ?■■■■■■■■■■NE ■■ ■■ ■■■■■■13J[�' 'i■■■■■■■LI ■i,■■■■■■ ■ ME PIR MEMO ■■■■■■ENE 0O■E00 E■EINV■■■■ME■OO■00mom ■MEM0 'Aims 'IM dwoOBoom Emom EONE Emom ■EOEO ONE EME i■■!0Moo, OM■■■EMM■■M■ ■EOM00■■O■■E■ mom 000 MEMO 00OMOONS 000■O NEON ON MEN M■� NEON ■■■ONE ■E■■■.�■�®12■ IM■o■R�,M■■EMME■■■ ■MM■EM■ ■■■G,:, - AE■■M■■■MMEE■EEO■ ■ME MEN E�■�M■E" R oomM■■E■■�■■i■■ ■EE■■M■ - ■■o■■■s ■■ mom ■■■■■■■■ ■■■O■O■■M mom ■MEMO O■■M■■O■■0■■■■ ■■OM■OMEM■O■■M■■i0M■OME00EMMO■■ 0■OE'JE�Lsw0l0 ME00 ONE OO■■MOE■M■■ ME as REEM MEM mom ■ONE 0■■ 0O0■i■■ no 0►1100Miam ME■■E■E■■ No MEN 10ro)11- somME REI !10,�i OBOE NONE ■■■E0mom Ma ZME10101 0NME■NEON ■■OM0■■O■■■■■■■i0000■■OOME■NONE ■■■■E■■■■■■■■■■0■■■O mom ■■00000■ 0000E■■■■■■■■■■■■■■■■■■■■■■■■■■ ESR-1056 1 Most Widely Accepted and Trusted Page 3 of 5 ,' / , 5.10 Anchors are limited to dry, interior use. 6.2 Anchors installed in the top of fully grouted CMU I /6- masonry wall construction with a minimum 5.11 The Titen HD screw anchors are manufactured by 13/4-inch (44 mm) edge distance:. Effects on tension Simpson Strong -Tie Company under a quality control and shear performance (Test Series 4 and 13 of program with inspections by [CC -ES. AC106), and seismic performance tests (Section 4.6 6.0 EVIDENCE SUBMITTED of AC106). Data in accordance with the ICC-ES Acceptance Criteria for Predrilled Fasteners (Screw Anchors) in Masonry (AC106), dated May 2012, including the following optional tests: 6.1 Anchors installed in the face of fully grouted CMU masonry wall construction: Effects of edge distance on tension and shear performance (Test Series 4, 5, 13, and 14 of AC106), and seismic performance tests (Section 4.6 of AC106). L 7.0 IDENTIFICATION Titen HD screw anchor packaging is marked with the Simpson Strong -Tie Company name; product name (Titen HD); anchor diameter and length; and the evaluation report number (ESR-1056). In addition, the 0 symbol and anchor length (in inches) is stamped on the head of each screw anchor. FIGURE 1—TYPICAL TITEN HD SCREW ANCHOR TABLE 1—IBC AND IRC ALLOWABLE TENSION AND SHEAR LOADS FOR TITEN HD SCREW ANCHORS INSTALLED IN THE FACE OF FULLY GROUTED CMU MASONRY CONSTRUCTION' ANCHOR LOCATION (in.) ALLOWABLE LOADS BASED ON ANCHORS INSTALLED AT DISTANCES >_ CRITICAL EDGE DISTANCE, Cc,tt, AND ANCHOR DRILL MIN SPACING, sc,tt5•e (Ibf) DIA.2 BIT DIA. EMBED.' (in.) (in) (in.) Edge Distance Spacing Tension Shear Critical, Minimum, Critical, Minimum, ccdt Cmtn scdt Smin 3/8 3/8 23/4 12 4 6 3 480 870 1/2 1/2 31/2 12 4 8 4 690 1,385 5/8 $18 41/2 12 4 10 5 1,060 2,085 31 3/a 5'/z 12 4 12 6 _F/a 1,600 3,000 For SI: 1 inch = 25.4 mm, 1 psi = 6.89 kPa, 1 Ibf = 4.48 N. 'Anchors must be installed a minimum of 11/4 inches from'vertical head joints and T joints. Refer to Figure 2 for permitted and prohibited anchor installation locations. 2The drill bit diameter must be equal to the nominal diameter of the anchor. Anchor installation —must comply with Section 4.0 of this report. 3Embedment depth is measured from the outside face of the masonry. "Critical and minimum edge distances, cdt and cmin, respectively, must comply with this table. Refer to Figure 2. Critical and minimum spacing, s,,m and sm;n, respectively, must comply with this table. Critical and minimum edge and spacing distances are valid for anchors resisting tension or shear loads. Refer to Table 2 for allowable tension and shear load reduction factors for anchors.installed between critical and minimum edge distances, and to Table 3 for anchors installed between critical and minimum spacing. 5Tabulated allowable loads are based on a safety factor of 5.0 BFor wind or earthquake loading conditions under 2009 and 2006 codes, allowable loads may be adjusted in accordance with Section 5.3. t L.-) I SHUTLER _■- CONSULTING _■ ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB IJ SHEET NO. OF CALCULATED CALCULATED BY k/l..FvT DATE ff dy- 1,5 ■■■■■■■■■■■■■ MEN ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■mm■■■■■mmmm■■■■■■■■■■■■■■■ ■■■■■RNmo■mummms "IM■■■■■■■■■■■■ ■■■■■■■■■■■orza ws iLamm'mmmmiomam■■■■ ■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■IRM■■GO'S■■■aN■■■■■■■■■I■■■■■■■ ■■■■■■■■ mmmmi riimm'ummmo■mommIMMO■■■ ■■■■■■■■■■■■■■r■■■■■■■■■■■■■■■■' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■NEZI ■■ 01MMEM■■■■■■■■■■■■ F , ■ ■ ■■�■ ■ ■■ ■■ ■■ ■■■■!■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■mVMMMM ■ MMMMM1mm■■■■■■■■■■■■ ■■■■L,.c�■■■� � f� mmil■omadE ■■■■■■■■■■■ ■■■■■■ii■■■■■■■om■�m■■■■■■■■■■■■■ ■■■■■■�i■me■■ema■Em■mmm■■■■■■■■ ■■■■■■■ommuf�I�i■��J�SL/�■■■■ '.. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ESR-2682 I Most WidelyAccepted and Trusted`' "1" Page 7 of 15 TABLE 3A-ALLOWABLE ADHESIVE BOND TENSION LOADS FOR THREADED RODS AND REINFORCING BARS IN THE FACE OF GROUT -FILLED CONCRETE MASONRY UNITS (POUNDS)'' 1.7,11.1,11,12,13 Anchor Spacing` Edge Distances Diameter hor (inches), Embedment inches (• ) Load @ Critical, Minimum, Reduction, CriticalLoad Minimum, Load Reduction , Rebar Size Scr Scr inches Smin inches Factor at Smin6 Ccr inches Cmin inches Factor at Cmins 3/8 or No. 3 33/8 1240 13.5 4 0.70 12 4 0.80 1/2 or No. 4 41/2 2035 18 1 4 0.70 20 4 0.76 5/8 or No. 5 55/8 2840 22.5 4 0.50 20 4 0.71 3/4 or No. 6 63/4 3810 27 4 0.50 20 4 0.66 TABLE 313-ALLOWABLE ADHESIVE BOND SHEAR LOADS FOR THREADED RODS AND REINFORCING BARS IN THE FACE OF GROUT -FILLED CONCRETE MASONRY UNITS (POUNDS)''z,�,a,e,lo,i�,�z,�s Spacing° Edge Distances Anchor Diameter Embedment Load @ Critical Minimum, Load Critical Minimum Load Reduction Factor at Cmin6 (inches) (inches)3 ccr and scr s cr s min Reduction Factor at ccr ' Cmin Load Load Parallel (inches) (inches) 8 sin'" (inches) (inches) Perpendicular to Edge to Ede 3/8 or No. 3 33/8 850 13.5 4 1.00 12 4 0.88 1.00 '/2 or No. 4 4'/2 1495 18 4 1.00 12 4 0.49 1.00 5/8 or No. 5 55/e 2615 22.5 4 0.50 20 4 0.40 0.78 3/4 or No. 6 63/4 4090 27 4 0.50 20 4 0.26 0.60 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. The following footnotes apply to both Tables 3A and 313: ' All values are for anchors installed in fully grouted concrete masonry with minimum masonry strength of 1500 psi. Concrete masonry units must be light-, medium-, or normal -weight conforming to ASTM C90. Allowable loads have been calculated using a safety factor of 5. 2 Anchors may be installed in any location in the face of the masonry wall (cell, web, joints). Anchors are limited to one per masonry cell. 3 Embedment depth is measured from the outside face of the concrete masonry unit. 4 The critical spacing, scr, is the anchor spacing where full load values in the table may be used. The minimum spacing, smin, is the minimum anchor spacing for which values are available and installation is recommended. Spacing is measured from the center of one anchor to the center of an adjacent anchor. 5 The critical edge distance, ccr, is the edge distance where full load values in the table may be used. The minimum edge distance, c,in, is the minimum edge distance for which values are available and installation is permitted. Edge distance is measured from the center of the anchor to the closest edge (See Figure 2). 8 Load reduction factors are multiplicative; both spacing and edge distance load reduction factors must be considered. ' Load values for anchors installed at less than scr and ccr must be multiplied by the appropriate load reduction factor based on actual edge distance (c) or spacing (s): 8 Linear interpolation of load values between minimum spacing (Smin) and critical spacing (scr) and between minimum edge distance (Cmin) and critical edge distance (ccr) is permitted. 8 Concrete masonry thickness must be equal to or greater than 1.5 times the anchor embedment depth. EXCEPTION: the 5/8-inch- and the 3/4- inch-diameter anchors and No.5 and No. 6 reinforcing bars may be installed in minimum nominally 8-inch-thick concrete masonry. 10When using the basic load combinations in accordance with IBC Section 1605.3.1, tabulated allowable loads must not be increased for seismic or wind loading. When using the alternative basic load combinations in the 2009 or 2006 IBC Section 1605.3.2 that include seismic or wind loads, tabulated allowable loads may be increased, or the alternative basic load combinations may be reduced according to Table 2. For the 2012 IBC, the allowable loads or load combinations must not be adjusted.. "Allowable loads must be the lesser of the adjusted masonry or bond values tabulated above and the steel values given in Table 10. 12 Tabulated allowable bond loads must be adjusted for increased base material temperatures in accordance with Figure 1, as applicable. 13For combined loading, see Section 4.1.2. ESR-2682 I Most WidelyAccepted and Trusted Page 11 of 15l TABLE 8-ALLOWABLE ADHESIVE BOND TENSION AND SHEAR LOADS FOR THREADED RODS IN //A✓`Q THE FACE OF HOLLOW BRICK MASONRY (POUNDS)''3'a'''' U QQQ Anchor Diameter (inches) Embedment (inches) 2 Tension Loads, 8 Critical and Minimum Edge Distance for Tension Ccrand cmin (inches) Shear Load @ c�re'8 Edge Distance for Sheave Critical, c,r (inches) Minimum, Cmio (inches) Load Reduction Factor 1/4 31/8 530 63/8 370 8 8 1.00 5/16 31/8 735 63/8 595 8 8 1.00 3/8 3'/8 905 63/8 1045 12 j 8 j 0.76 '/2 31/8 905 63/8 1685 12 1 8 1 0.52 TABLE 9-ALLOWABLE ADHESIVE BOND TENSION AND SHEAR LOADS FOR HIT -IC INSERTS IN THE FACE OF HOLLOW BRICK MASONRY (POUNDS)''3'a'''e Anchor Critical and Minimum Edge Shear Edge Distance for Sheare Diameter Embedment (inches)' Tension Load" Distance for Tension, ccrand Loade Critical, car Minimum, cm1n Load Reduction (inches) cm,,, (inches) @ car inches (inches) (inches) Factor 5/16 31/8 880 63/8 655 8 8 1.00 3/e 3% 880 63/8 1235 12 8 0.66 1/2 31/e 990 63/8 1895 12 8 0.44 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. (The following footnotes apply to both Tables 8 and 9) ' All values are for anchors installed in hollow brick masonry with minimum masonry strength of 3000 psi. Hollow brick units must be in conformance with ASTM C652. Allowable loads have been calculated using a safety factor of 5. 3 Tabulated embedment depth is limited by the length of the plastic HIT -SC screens. 3 Anchors must be installed in the face of the hollow brick masonry wall. a Tabulated values are for one anchor installed in the center of the hollow brick, mortar joints, flanges, or cell web (all wall face locations permitted). 5One anchor must be permitted to be installed in each brick. Two anchors installed in adjacent bricks may be spaced as close as 8 inches apart with no load reduction. e The critical edge distance, Cyr, is the edge distance where full load values in the table may be used. The minimum edge distance, Cmin, is the minimum edge distance for which values are available and installation is permitted. Edge distance is measured from the center of the anchor to the closest edge. ' Anchors are not recognized for resisting earthquake forces. When using the basic load combinations in accordance with IBC Section 1605.3.1, or the alternative basic load combinations in IBC Section 1605.3.2, tabulated allowable loads must not be increased for wind loading. 8 Allowable loads must be the lesser of the adjusted masonry or bond values tabulated above and the steel values given in Table 10. 9Tabulated allowable bond loads must be adjusted for increased base material temperatures in accordance with Figure 1, as applicable. TABLE 10-ALLOWABLE TENSION AND SHEAR LOADS BASED ON STEEL STRENGTH FOR THREADED RODS (pounds)''''' Tension Shear Anchor Diameter ISO 898 ASTM ASTM ASTM ASTM F593 CW ISO 898 ASTM ASTM ASTM ASTM (inches) Class 5.8 A36 A307 A193 B7 (3161304) Class 5.8 A36 A307 A193 B7 F593 CW (3161304) 1/4 1,175 940 970 2,025 1,620 605 485 500 1,040 835 5/16 1,835 1,470 1,520 3,160 2,530 945 755 1 780 1,630 1,300 3/e 2,640 2,115 2,185 4,555 3,645 1,360 1,090 1,125 2,345 1,875 '/2 4,700 3,755 3,885 8,100 6,480 2,420 1,935 2,000 4,170 3,335 5/e 7,340 5,870 6,075 12,655 10,125 3,780 3,025 3,130 6,520 5,215 3/4 10,570 8,455 8,750 18,225 12,390 5,445 4,355 4,505 1 9,390 1 6,385 TABLE 11-ALLOWABLE TENSION AND SHEAR LOADS BASED ON STEEL STRENGTH FOR REINFORCING BARS (pounds)''''' Tension Shear Rebar Size ASTM A615, Grade 60 ASTM A615, Grade 60 No. 3 3,270 1,685 No. 4 5,940 3,060 No. 5 9,205 4,745 No. 6 13,070 6,730 t i ne wuuwmg tootnotes appry to ootn i aoies i u ana i -i/ 2 Allowable load used in the design must be the lesser of bond values and tabulated steel values Allowable tension and shear loads for threaded rods to resist short term loads, such as wind or seismic, must be calculated in accordance with Section 4.1 as applicable. 3 Allowable steel loads are based on allowable tension and shear stresses equal to 0.33 x F. and 0.17 x F., respectively. SHUTLER .: CONSULTING. OF ENGINEERS, INC CALCULATED BY 12503 Bel -Red Rd., Suite ii Bellevue, WA 98005 DATE 450-4075 FAX (425) 450-4076 SCALE ■■■■■■+ ■■■■■■■w■■■■■■■■■r'■■■■■■ ■i■■■■fit■■!■i■11■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■ ■■■Ili■iiil�l■■ii■■■■■ii■■I I■i■■ NOW MENEMWC�11 ■■■■■■■■■■■■■■i■■■■ mom- N . _ 1 ■■■■�i I m� I ■� ■■■1 ■■■I ■■■■1r, ■i�i■■Ili■►■�r■1��'Jj(1�1�i�■■■����11■11■■�■' ■■■■iil liii■�I■ lii:■"!!■!!■!!Ili■■■ C■■i■�iii■�C■■ii[�■=®■■■■■Yii■ \ri■i■■tit■■i■1■■ii■I�lil�if■i■■iii■i■ ■iiiiill■■ii■f■i■■■■r■r■■■■ii■■■■ ■■i■iiilii■i■ii■iii■iiiiii■iiii■ ■■iiiill■■■■■■■■■■i■iii■iiiiiii■ ■ii■i■IiiF�l�1'■i■ ,l,�ifli■■iiiiiii■iii■ ■i■iiiii■11■■■■i■■■i■■■iii■■■ii■ ■iiiiiiiiiiiiii■■iiii■■iiii■ii■ ■ii■■■iiiiiiiii■iiiiiiii■■iii■■ ■i■ii■i■■■ii■■i■■■■ii■■iiiiiii■ ■ii■ii■■ii■■■i■■i■i■■■■ii■i■i■■ ■iii■■iiiiiii■iiiiii■ii■i■ii■i■ ■iiiiii■iiiii■i■iiiiiiiiiiii■i■ ■ii■i■i■iiiiiiiii■iii■iii■iiii■ ■iii■■ii■■■i■■i■■ii■i■■■■■i■■■■ ■iiiii■■■i■■ii■ii■■iii■■■■■ii■■ ■ SHUTLER N- CONSULTING ENGINEERS, INC. 12503 Bel -Red Road, Suite 100 Bellevue, WA 98005 (425) 450-4075 - FAX (425) 450-4076 SHEET No. �l/ OF CALCULATED BY DATE SCALE CALCULATION OF SEISMIC DESIGN PARAMETERS_ BASED ON SECTION 12.8 OF ASCE 7-10 Seismic Criteria: Risk Category, I, II, III or IV (Table 1.5-1 of ASCE 7-10) = 11 Seismic importance factor, le (Table 1.5-2 of ASCE 7-10) = 1.00 Mapped spectral response for short periods, Ss (Site specific) = 14780 % Mapped spectral response acceleration at a period of 1 second, S1 (Site specific) = 55.30 % Site soil class (From soils report) = D Response modification factor, R (Table 12.2-1 of ASCE 7-10) = 5.00 0, (Table 12.2-1 of ASCE 7-10, footnote g for flexible diaphragms) = 2.00 Ct (Table 12.8-2 of ASCE 7-10) = 0..02 Average roof height = 30.00 ft. Long period transition period, TL (Figure 22-12 of ASCE 7-10) = 6,00 Ta = Ct * (hn)x, x = 0.75 = 0.256 Sec. Fa (Table 11.4-1 of ASCE 7-10) = 1.000 F„ (Table 11.4-2 of ASCE 7-10) = 1.500 Maximum spectral response acceleration at short periods, SMs = Fa * Ss = 1.478 Maximum spectral response acceleration at 1-second, SMt = F * St = 0.830 Design spectral response acceleration at short periods, SDS = 2/3 * SMs = 0.985 Design spectral response acceleration at 1-second, SDI = 2/3 * SM1 = 0.553 Seismic Design Category based on short period response acceleration = D Seismic Design Category based on 1-second period response acceleration = D Seismic Design Category, choose most severe of above two. = L D -7 CS = SDS / ( R/ le) = 0.197 Controls If T < TL then Cs(max) = SDI / ( T * (R/I)) = 0.431 If T > TL then CS(max) = SDI * TL / ( V * (R / I )) = N.A. Cs(min) = 0.044 * SDS * le => 0.01 = 0.043 If S, is equal to or greater than 0.6g, then CS(min) = 0.50 * S1 / ( R/I) = N.A. Seismic Design Force V=Cs*W = 0.197 W Diaphragm Shear force Fpx(min) = 0.2 * SDS * le * WPx = 0.197 WPx ASCE 7-10 section 12.10.1.1 FP.x(max) = 0.4 * SDS * le * WPx = 0.394 WPx ASCE 7-10 section 12.10.1.1 File:Seismic cover ASCE 7-10.xis, modified 7-25-13 SHUTLER _�- CONSULTING ENGINEERS, INC. 12503 Bel -Red Road, Suite 100 Bellevue, WA 98005 (425) 450-4075 - FAX (425) 450-4076 JOB SHEET No. t;_ OF CALCULATED BY DATE SCALE CALCULATION OF SEISMIC DESIGN PARAMETERS BASED ON SECTION 12.8 OF ASCE 7-10 Seismic Criteria: Risk Category, I, II, III or IV (Table 1.5-1 of ASCE 7-10) = II Seismic importance factor, le (Table 1.5-2 of ASCE 7-10) = 1.00 Mapped spectral response for short periods, Ss (Site specific) = 147 80 % Mapped spectral response acceleration at a period of 1 second, S1 (Site specific) = 5.5.30 % Site soil class (From soils report) = E Response modification factor, R (Table 12.2-1 of ASCE 7-10) = 5.00 0, (Table 12.2-1 of ASCE 7-10, footnote g for flexible diaphragms) = 2.00 Ct (Table 12.8-2 of ASCE 7-10) = 0.0 Average roof height = 30.00 ft. Long period transition period, TL (Figure 22-12 of ASCE 7-10) = 6M0 Ta = Ct * (h„)x, x = 0.75 = 0.256 Sec. Fa (Table 11.4-1 of ASCE 7-10) = 0.900 F„ (Table 11.4-2 of ASCE 7-10) = 2.400 Maximum spectral response acceleration at short periods, SMs = Fa * Ss = 1.330 Maximum spectral response acceleration at 1-second, SM1 = F„ * S1 = 1.327 Design spectral response acceleration at short periods, SDs = 2/3 * SMs = 0.887 Design spectral response acceleration at 1-second, SD1 = 2/3 * SMt = 0.885 Seismic Design Category based on short period response acceleration = D Seismic Design Category based on 1-second period response acceleration = D Seismic Design Category, choose most severe of above two. _ MLDM Cs = SDs / ` R/ le ) = 0.177 Controls If T < TL then Cs(max) = SD1 / ( T * (R/1)) = 0.690 If T > TL then CS(max) = SD1 * TL / ( T` * (R / I )) = N.A. Cs(mi,,) = 0.044 * SDs * le => 0.01 = 0.039 If S1 is equal to or greater than 0.6g, then Cs(mi,,) = 0.50 * S1 / ( R/I) = N.A. Seismic Design Force V=Cs*W = 0.177 W —� 511 Diaphragm Shear force Fpx(mj,,) = 0.2 * SDs * le * WPx = 0.177 WPx ASCE 7-10 section 12.10.1.1 FP.(max)= 0.4 * SDs * le * WPx = 0.355 WPx ASCE 7-10 section 12.10.1.1 File:Seismic cover ASCE 7-10.x1s, modified 7-25-13 Design Maps Summary Report http://ehp2-earthquake.wr.usgs.gov/designmaps/us/summary.php?temp... LC4 mua&w Design Maps Summary Report User -Specified Input ( Building Code Reference Document 2012 Intemational Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.480N, 122.26°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III G MapQuest USGS-Provided Output Ss = 1.478 g SMs = 1.478 g SDs = 0.985 g S3 = 0.553 g SM3 = 0.830 g SD1 = 0.553 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.b: 1.Sf 1.3! 1.2( 1.0! Q 0.9( v y 0.7° 0.6( 0.!`. 0.3( 0.1'_ 0.0c MCER Response Spectrum — — — 00 Period, T (sec) - Design Response Spectrum 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Although this Information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. I of 1 8/29/2015 10:15 AM SHUTLER _■- CONSULTING _ ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB Ak/ (l r a, SHEET NO. OF CALCULATED BY 6(!/W / DATE V / ��- SCALE ■■M■NEM■M■■■MM■■■MOEM■MEM■M■M■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■��E■■■■■■■■■■■�O■■■■■■■■■ ■■E■■■■EE■■N■EN■ENEE■ ENE ■■■■■■■ ■■■■o■■■�■�■■■■■■■■■■■■■ No MEMO ■■■■■ ONE No No ■■ on ■■MEN ■■■NNE ■■■■■■■■■■r■■Elba■■■ no ■■■ MEMO ■■■■■M■■■■■■■■iief �■■■ ■■ ■■■ MmUo 1101 'eN'�"'--' 2IMSEEMEME■■■■■■■■ ■NON■■■■■ ENE ■■■■■■■■■■■■■■■■ENE ■MOON ENE EMEN ■■NEE■■EN■ NNE ■■■E■■ ■■E■N MEN ■E■E■E■■O■EM■O■ENNE■■■■ ■■Off Ems NNNE ■ME■■■■■■ MEN ■■■■■■ ME WiEiiiEMME■■■ MEN ■ENE ■ENE ■E■■Ea■OBEN■EE.EE■N■ NNE NENE lm■■ NNE ■■■MEM■E■■■NEVENEEE■EliiW MEN ME ■������ ww�s.www ENE ■■■■N - NN■N0 ENE MINEEEM■NMMENE■■ ■■■Raw onOaNr ■■■NNINM■N■MOONO on ■■EEMU NEEMEME■EMEMME 20010100E■0 ■■■ Ems RE■EOEMU■■■N Now i■■■ ■■■N®nM�,�.csi ;aEM MEN EENE ■■■■■ilia■■■■ ■■■®ion■ENE MEN ■ENE ■■■■■■■■EENE 0N■■O0 NEi ENE ■NONE ■■■ NONE ■■■■ ■■EE ENE NON ME■E■N■E■E■E■EE■NE■■ ■■N■NN■NME■■■■E■E■E■E■■■■■■■E■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ SHUTLER ■- CONSULTING _■ ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB fflc ei o SHEET NO. OF i CALCULATED BY c �% l DATE —o SCALE ■ m . I cmwil®r"■ME■ ■■ ■ ■■■ ■ ■■■■■ ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■If �■■fi��i�L�J■■NTH■■■■■■■■■■■■■■■■■ ■■■■■■■■�d■il■■■■rci■■f E■■■M■■■■ ■■■■■■■■■■■■■■■■■�►�'■�'■ ■■■► . WOMEN ■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ SOME■■®�■�■�®■���■■■�■��/�■■■■■ ■■■■■■Orr■■■■■■■■■■f�■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ SHUTLER _M- CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB C/y�//C/ G r F/ , SHEET NO. (Y� OF 6CALCULATED BY DATE �y 4 q r /V SCALE SHUTLER JOB ;? M/2/ CONSULTING SHEET No. 114 OF ENGINEERS, INC //lam CALCULATED BY V !1 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 DATE (425) 450-4075 FAX (425) 450-4076 SCALE ll� G t 1 1Lo c <ae1 0 F W 10 W North American Standard For Cold -Formed Steel Framing - Lateral Design with Supplement No.1 13 . Table C2.1-3 United States and Mex/co Nominal Shear Strength (R„) for Seismic and Other In -Plane Loads for Shear Walls 1,4,7,8 (Pounds Per Foot) Assembly Description Max. Aspect Ratio (h/w) Fastener Spacing at Panel Edges2 (inch (inches) Designation Thickness5,6 of Stud Track and Blocking (mils) Required Sheathing Screw Size 6 4 3 2 15/32" Structural 1 sheathing (4-ply), one side 2:13 780 990 - - 33 or 43 8 2:1 890 1330 1775 2190 43 or 54 8 68 10 7/16" OSB, one side 2:13 700 915 - - 33 8 2:13 825 1235 1545 2060 43 or 54 8 2:1 940 1410 1760 2350 54 8 2:1 1232 1848 2310 3080 68' 10 0.018" steel sheet, one side 2:1 390 - - - 33 (min.) 8 0.027" steel sheet, one side 4:1 - 1000 1085 1170 43 (min.) 8 2:13 647 710 778 845 33 (min.) 8 L Nominal strength snaii be multiplied by the resistance factor (�) to determine design strength or divided by the safety factor (n) to determine allowable strength as set forth in Section C2.1. 2. Screws in the field of the panel shall be installed 12 inches (305 mm) o.c. unless otherwise shown. 3. Shear wall height to width aspect ratios (h/w) greater than 2:1, but not exceeding 4:1, shall be permitted provided the nominal strength values'are multiplied by 2w/h. See Section CIL 4. See Section C2.1 for requirements for sheathing applied to both sides of wall. 5. Unless noted as (min.), substitution of a stud or track of a different designation thickness is not permitted. 6. Wall studs and track shall be of ASTM A1003 Structural Grade 33 (Grade 230) Type H steel for members with a designation thickness of 33 and 43 mils, and A1003 Structural Grade 50 (Grade 340) Type H steel for members with a designation thickness equal to or greater than 54 mils. 7. For wood structural panel sheathed shear walls, tabulated R„ values applicable for short-term load duration (seismic loads). For other in -plane lateral loads of normal or permanent load duration as defined by the AF&PA NDS, the values in the table above for wood structural panel sheathed shear walls shall be multiplied by 0.63 (normal) or 0.56 (permanent). 8. For SI: 1" = 25.4 mm,1 foot = 0.305 m,1 lb = 4.45 N. ESR-2138 I Most Widely Accepted and Trusted Page 6 of 12 TABLE 3-ALLOWABLE LOADS IN STEEL (Ibf)' G-M FASTENER SHANK MINIMUM MINIMUM STEEL THICKNESS (inches) MODEL NUMBER DIAMETER EDGE SPACING '/a 3/8 'Iz 3/a (inch) DISTANCE (inches)/�s (inch) Load Direction for Fasteners and Threaded Studs: Tension Shear Tension I Shear Tension Shear. Tension Shear Tension Shear FASTENERS IN A36 STEEL PDP - XX 0.145 0.5 1.0 155 395 - - - - - - - - PDP-XXK PHN - YY 0.145 0.5 1.0 155 395 - - - - - - - - PHN-YYK PDPT - XX 0.145 0.5 1.0 290 660 340 700 - - - - - - PDPT-XXK PHNT - YY 0.145 0.5 1.0 50 620 250 620 - - - - - - PHNT-YYK PDPA-XX PDPA-XXK PDPAT-XX 0.157 0.5 1.0 260 410 370 365 3805 3856 5306 3855 1953 3253 PDPAT-XXK PDPAW-XX PDPAWL-XX PDPH - XX 0.177 0.5 1.0 340 790 520 870 - - - - - - PDPH-XXK FASTENERS IN A572 OR A992 STEEL PDPA-XX PDPA-XXK PDPAT-XX 0.157 0.5 1.0 305 420 335 365 3555 2906 4854 2754 1705 2755 PDPAT-XXK PDPAW-XX PDPAWL-XX THREADED STUDS IN A36 STEEL PSLV3-XXZZ 0.205 1.0 1.5 270 770 680 1120 - PSLV3 -12575 K 0.205 1.0 1.5 270 930 870 1130 - PSLV4 - XXZZ 0.150 0.5 1.0 200 630 420 690 - - - For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 'The entire pointed portion of the fastener must penetrate through the steel to obtain the tabulated values, unless otherwise noted. ZThe shank diameters are of the smooth or knurled shank portion of the threaded fastener. The smooth shank portion must be long enough to Fprovide for the minimum penetration. Based upon a minimum penetration depth of 0.46 inch (11.7 mm). 4Based upon a minimum penetration depth of 0.58 inch (14.7 mm), which can be achieved due to deformation of the steel base material. 5Based upon a minimum penetration depth of 0.36 inch (9.1 mm). eThe fastener must be driven to where at least some of the point of the fastener penetrates through the steel. TABLE 4-ALLOWABLE LOADS WHEN ATTACHING STEEL ANGLES AND CHANNELS TO NORMAL -WEIGHT CONCRETE (Ibf)' FASTENER MODEL NUMBER SHANK DIAMETER (inch) PENETRATION (inches) ATTACHED ITEM CONCRETE COMPRESSIVE STRENGTH (psi) TYPE OF LOAD ALLOWABLE LOAD PDP-125 0.145 11/8 Angle clip2 2,000 Tension 25 PHN-32 0.145 11/8 Angle clipZ 2,000 Tension 25 PDP-150 0.145 11/4 Angle clipZ 2,000 Tension 85 PHN-32 0.145 11/4 Angle clipZ 2,000 Tension 85 PDP-100 0.145 7/8 No. 20 gage steel channel 2,000 Shear 160 PHN-22 1 0.145 1 7/8 No. 20 gage steel channel 2,000 Shear 160 PDP-100 0.145 7/8 No. 18 gage' steel channel 2,000 Shear 135 PHN-22 0.145 7/8 No. 18 gage steel channel 2,000 Shear 1 135 For SI: 1-inch = 25.4 mm, 1 psi = 6.89 kPa, 1 Ibf = 4.45 N. 'The fasteners must not be driven until the concrete has reached the designated minimum compressive strength, or the minimum compressive strength specified in the applicable code, whichever is greater. ZThe angle clip is used to attach wire to the supporting concrete. The angle clip must be formed from steel having a minimum base metal thickness of 0.080 inch, and must have a dimension from the center of the hole through which the fastener is installed to the outstanding leg of the angle of 1 inch or less. Values in the table are for the fastener only. Capacity of the angle clip is outside the scope of this report: 3The Nos. 18 and 20 gage steel channels (drywall tracks) must have minimum base -metal thicknesses of 0.0478 and 0.0377 inch, respectively, and must be formed from steel having a minimum specified yield stress of 33 ksi. Values in the table are for the fastener installed in concrete only. Capacity of the channels is outside the scope of this report. SHUTLER _�- CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB �(�Id Ll , 01 SHEET NO. /C/v/ I OF CALCULATED BY hVI.VT DATE SCALE 0111 10 Po +� 71 0 M A . G(/ 1 k. cv r J �� Shutler Consulting Engineers 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 (425) 450-4075, Fax (425) 450-4076 Description : Dragstrut at grid B Code References Calculations per Load Combinations Used: ASCE 7-10 General Information . Project Title: EnVineer: Project Descr: Project ID: V Printed: 2 SEP 2015.11:53AM Steel Section Name: W14x22 Overall Column Height 23.330 ft Analysis Method: Load Resistance Factor Top & Bottom Fixity Top & Bottom Pinned Steel Stress Grade Brace condition for deflection (buckling) along columns Fy : Steel Yield 50.0 ksi X-X (width) axis E : Elastic Bending Modulus 29,000.0 ksi Unbraced Length for X-X Axis buckling = 7.75 It, K =1.0 Load Combination : ASCE 7-10 Y-Y (depth) axis: Unbraced Length for Y-Y Axis buckling = 23.330 ft, K =1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 515.41 Ibs * Dead Load Factor AXIAL LOADS ... Axial Load at 23.330 ft, E = 25.90 k BENDING LOADS ... Lat. Uniform Load creating Mx-x, D = 0.0470, L = 0.0670 Wit DESIGN SUMMARY: Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.1629 : 1 Maximum SERVICE Load Reactions.. Load Combination +1.20D+0.50L+0.20S+E+1.60H Top along X-X 0.0 k Location of max.above base 0.0 ft Bottom along X-X 0.0 k At maximum location values are ... Top along Y-Y 1.330 k Pu 26.518 k Bottom along Y-Y 1.330 k 0.9 * Pn 162.755 k Mu-x 0.0 k-ft Maximum SERVICE Load Deflections ... 0.9 * Mn-x : 95.364 k-ft Mu-y 0.0 k-ft 0.9 * Mn-y : 16.463 k-ft PASS Maximum Shear Stress Ratio = 0.02019 : Load Combination +1.20D+0.50Lr+1.60L+1.60H Location of max.above base 0.0 ft At maximum location values are ... Vu : Applied 1.908 k Vn * Phi: Allowable 94.530 k Load Combination Results Load Combination +1.40D+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+1.60L+0.50S+1.60H +1.20D+1.60Lr+0.50L+1.60H +1.20D+1.60Lr+0.50W+1.60H +1.20D+0.50L+1.60S+1.60H +1.20D+1.60S+0.50W+1.60H +1.20D+0.50Lr+0.50L+W+1.60H +1.20D+0.50L+0.50S+W+1.60H +1.20D+0.50L+0.20S+E+1.60H +0.90D+W+0.90H +0.90D+E+0.90H Along Y-Y 0.1331 in at 11.743ft above base for load combination :+D+L+H Along X-X 0.0 in at 0.0 ft above base for load combination : Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Stress Ratio Status Location Stress Ratio Status Location 0.049 PASS 11.59 ft 0.008 PASS 0.00 ft 0.119 PASS 11.59 ft 0.020 PASS 0.00 ft 0.119 PASS 11.59 ft 0.020 PASS 0.00 ft 0.066 PASS 11.74 ft 0.011 PASS 0.00 It 0.042 PASS 11.59 It 0.007 PASS 0.00 ft 0.066 PASS 11.74 ft 0.011 PASS 0.00 ft 0.042 PASS 11.59 It 0.007 PASS 0.00 ft 0.066 PASS 11.74 ft 0.011 PASS 0.00 It 0.066 PASS 11.74 ft 0.011 PASS 0.00 It 0.163 PASS 0.00 It 0.011 PASS 0.00 ft 0.032 PASS 11.59 ft 0.005 PASS 0.00 ft 0.162 PASS 0.00 ft 0.005 PASS 0.00 ft - _ Shutler Consulting Engineers Project Title: 12503 Bel -Red Road Engineer: Project ID: Suite 100 Project Descr: Bellevue, WA 98005 (425) 450-4075, Fax (425) 450-4076 Printed: 2 SEP 2015,11:53AM Ftle �CIPRQGRA 21ENERCA 1 Steel Colugmns a s'V vy. £ f fv }.tom M ��_ _�= ENERCALC,INC.19 32015,`Build.6.1Lie. #: KW-06000346 Licensee: SHUTLER CONSULTING ENGINEERS 5.7.90 Ve 6.15:730 Uescriptlon : uragstrut at gno u Maximum yReaCtI011S Note: Only non -zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base +D+H k -0.548 0.548 k 0.515 k +D+L+H k -1.330 1.330 k 0.515 k +D+Lr+H k -0.548 0.548 k 0.515 k +D+S+H k -0.548 0.548 k 0.515 k +D+0.750Lr+0.750L+H k -1.134 1.134 k 0.515 k +D+0.750L+0.750S+H k -1.134 1.134 k 0.515 k +D+0.60W+H k -0.548 0.548 k 0.515 k +D+0.70E+H k -0.548 0.548. k 18.645 k +D+0.750Lr+0.750L+0.450W+H k -1.134 1.134 k 0.515 k +D+0.750L+0.750S+0.450W+H k -1.134 1.134 k 0.515 k +D+0.750L+0.750S+0.5250E+H k -1.134 1.134 k 14.113 k +0.60D+0.60W+0.60H k -0.329 0.329 k 0.309 k +0.60D+0.70E+0.60H k -0.329 0.329 k 18.439 k D Only k -0.548 0.548 k 0.515 k Lr Only k k k L Only k -0.782 0.782 k k S Only k k k W Only k k k E Only k k 25.900 k H Only k k k Mazimtam beflections for Load Combinations Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance +D+H 0.0000 in 0.000 ft 0.055 in 11.743 ft +D+L+H 0.0000 in 0.000 ft 0.133 in 11.743 ft +D+Lr+H 0.0000 in 0.000 ft 0.055 in 11.743 ft +D+S+H 0.0000 in 0.000 ft 0.055 in 11.743 ft +D+0.750Lr+0.750L+H 0.0000 in 0.000 ft 0.114 in 11.743 ft +D+0.750L+0.750S+H 0.0000 in 0.000 It 0.114 in 11.743 ft +D+0.60W+H 0.0000 in 0.000 ft 0.055 in 11.743 ft +D+0.70E+H 0.0000 in 0.000 It 0.055 in 11.743 ft +D+0.750Lr+0.750L+0.450W+H 0.0000 in 0.000 ft 0.114 in 11.743 ft +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft 0.114 in 11.743 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 ft 0.114 in 11.743 ft +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.033 in 11.743 ft +0.60D+0.70E+0.60H 0.0000 in 0.000 It 0.033 in 11.743 It D Only 0.0000 in 0.000 ft 0.055 in 11.743 It Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 It L Only 0.0000 in 0.000 ft 0.078 in 11.743. It S Only 0.0000 in 0.000 ft 0.000 in 0.000 It W Only 0.0000 in 0.000 ft 0.000 in 0.000 It E Only 0.0000 in 0.000 ft 0.000 in 0.000 It H Only 0.0000 in 0.000 ft 0.000 in 0.000 It SHUTLER JOB _�-CONSULTING SHEET NO. � OF ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 6m CALCULATED BY V��--��II Q, Bellevue, WA 98005 DATE (425) 450-4075 FAX (425) 450-4076 SCALE PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0232 DATE: 10/23/15 PROJECT NAME: UNIVERSAL BUILDING SYSTEM SITE ADDRESS: 14520 INTERURBAN AVE S - SUITE 100 Original Plan Submittal X Response to Correction Letter # 1 DEPARTMENTS: Building Division Fire Prevention Public Works ❑ Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Revision # Revision # before Permit Issued after Permit Issued ❑ Planning Division ❑ ❑ Permit Coordinator ❑ DATE: 10/27/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/24/15 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered tin_ Reviews) /� V!1(ie: Zoning Issues) Notation: �1 &,f 1% N /� 77 0 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 101y� 11016 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # I ❑ Revision # after Permit is Issued D 15-0232 ❑ Revision requested by a City Building Inspector or Plans Examiner RECE9al O CRY CIF YUKW" Project Name: Universal Building Systems OCT 3 20% Project Address: 14520 Interurban Ave S — Suite 100 PERMIT CENTER Contact Person:tlitA Phone Number: ql:r. KI'. ZI O 0 Summary of Revision: Ni ,-PINY OMMtN�?i 2 • GL> 1�1 C PcTI b ba"r ��� CG-11�► N ►NSy 1.-'c710 0 3• UPD�L7 W�Ci.I. I1�1��1,A'C1,p�1, '� ��WF ZZ-21� . � • UP DAD �'�5i 1.1�1✓ SUM �(.fct�l r I LLUMI � or�� . Sheet Number(s): 4A1.00, P%3.01 �,K q-00, "Cloud" or highlight all areas of revision including date of revis' n c Received at the City of Tukwila Permit Center by: N�—Entered in TRAKiT on ' 3'f \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: F:kFreiheit&Ho I architects October 23, 2015 City of Tukwila Community Development Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ATTN: Permit Center — Bill Rambo RE: Response to Building Permit Comments — Universal Building Systems Permit #: D15-0232 Addressee, We are resubmitting revised plans dated 10/23/2015 and designated as Revision 1 "Building Permit Resubmittal" Please find a response to each of your correction comments, numbered to match the permit comment letter dated 10/14/2015: General Notes: Plan Submittals: All structural drawings and calculations sheets to be stamped by RECEIVED Washington State licensed architect, structural engineer or civil engineer. CITY OF TVED Response: Noted. Building Review Notes: OCT 2 3 2015 2. Provide clarification on the plan for the ceiling insulation. Ceiling insulation shall REMIT CENTER total R-38. Response: The existing shell building under permit #D11-243 has continuous R-30 rigid insulation above the roof deck per Washington State Energy Code table C402.2. This has been added on sheet A7.00 key note CP-08. 3. Wall insulation is specifying R-19. Revise notes to specify R-21. Response: Wall insulation for wall types 03 and 05 have been changed to R-21 batt insulation to match existing. Please see wall schedule on sheet A3.01. 4. In addition to the exit access plan, provide a life safety plan that identifies means of egress. Plan shall show the specific common paths of egress that shall be provided with emergency illumination. Emergency illumination shall have at least an average 1 foot- candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. Egress paths shall be continuous to each exit. Designed egress paths shall be those CORRECTIOgpected for egress illumination requirements. (IBC Section 107.2.3, 1006 & 1008.1.6) Response: The means of egress is indicated on sheet A3.01 including the LTR# path of egress travel, common path of travel and exit access. Please refer TEL: 425 827 2100 FAx: 425 828 6899 WEB: www.FHOARCH.COM ADDRESS: 5209 Lake Washington Blvd N.E. I Ste 200 1 Kirkland I WA 198033 f�fC�FCFCRfCfCFGFCii�CRffiRF�fCRt�RiCRFCRRRt'�fCPf�FCRfCRfCfCfCfC fCfCRi��FCfCF�fGf�FCiCi�F�FCR�CRRRfCRRFCRfCfC RFCFCPrFCICFCFCfC'iFCFCFCf"i FCFCFCFCt�iPrPrPiiR�FCPiR�iPiFiFiFCf�iFiPrPiiR�FCFCFCP. P. IC FfiFC��� �� ��� T 6 HO ARCHITECTS, INC., P.S RF:F:MAItAAItIt1=4FCFtMMFtFtMMFtF:FCFCRMRF:iCF:RAfttF:FCFCIMA � F: r' Permit Response #D15.11 2 10-Z3-2015 Page 2 to revised sheet A7.00 for means of egress illumination. Specific lighting fixtures have been designated to serve as emergency lighting along the egress path with 90 minute battery backup. 5. Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. Response: 2012 Washington State NREC Compliance form for interior lighting is included with this submittal. No work is being done for any exterior lighting. Sincerely, Freiheit & Ho Architects, Inc., P.S. Erin Brouillette A15-280 2015-10-01 PERMIT RESPONSE LETTER.DOC City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 14, 2015 ERIN BROUILLETTE 5209 LAKE WASHINGTON BLVD NE SUITE 200 KIRKLAND, WA 98033 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0232 UNIVERSAL BUILDING SYSTEMS - 14600 INTERURBAN AVE, BLDG D Dear ERIN BROUILLETTE, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Provide clarification on the plan for the ceiling insulation. Ceiling insulation shall have total R-38. 2. Wall insulation is specifying R-19. Revise notes to specify R-21. 3. In addition to the exit access plan, provide a life safety plan that identifies means of egress. Plan shall show the specific common paths of egress that shall be provided with emergency illumination. Emergency illumination shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. Egress paths shall be continuous to each exit. Designed egress paths shall be those inspected for egress illumination requirements. (IBC Section 107.2.3, 1006 & 1008.1.6) 4. Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. 2012 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0232 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0232 DATE: 09/09/15 PROJECT NAME: UNIVERSAL BUILDING SYSTEMS SITE ADDRESS: -44 00 INTERURBAN AVE, X _ Original Plan Submi tal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: cO* m a �t Building Division IV be�, /ff t07-�-'T Public Works Oc'M �tWG 1 �1� Fire Prevention Structural ❑ 0 �u 01110 Planning Division im Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 09/10/15 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Structural Review Required ❑ DATE: DUE DATE: 10/08/15 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: - —1lf 1 l r Departments issued corrections: Bldg k Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 Universal Building Systems Page 1 of 2 Rome Inicio e.n .tspauol Contact. Safety Claims & Insurance Washington State Department of Labor & Industries Universal Building Systems Search L&I A-Z.lndcx Help 10ySecure l:&I Workplace Rights Trades & Licensing Owner or tradesperson 27565 265th Ct SE RAVENSDALE, WA98051 Principals 425-736-5258 Lorenz, Brandon R, PARTNER/MEMBER KING County Doing business as Universal Building Systems WA UBI No. Business type 603 442 799 Limited Liability Company Governing persons BRANDON LORENZ KEN LORENZ; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor. _................................_......-......................_..... Active. Meets current requirements. License specialties GENERAL License no. UNIVEBS863PM Effective — expiration 10/14/2014-10114/2016 Bond ................. Hudson Insurance Company Bond account no. 10031737 Received by L&I 09/24/2015 Great American Ins Co Bond account no. 3036307 Received by L&I 0110612015 Bond history I.ura.n.....c.e _......ns........-..... Ohio Security Ins Co Policy no. BKS56367000 $12,000.00 Effective date 1010912015 Expiration date Until Canceled $12,000.00 Effective date 12/1712014 Expiration date Until Canceled $1,000,000.00 vs- oq9 https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=603442799&LIC=UNIVEBS863PM&SAW= 11/6/2015 & AND JAN JANITOR 6 AT JT JOINT CL CENTERLINE NUMBER +l- PLUS OR MINUS R. PROPERTY LINE L LENGTH/LONG SQ SQUARE LAM LAMINATE LAV LAVATORY LB POUND LF LINEAL FOOT AIC AIR CONDITIONING LT LIGHT ACC ACCESSIBLE ACOUST ACOUSTICAL M MALE ACT ACOUSTIC CEILING TILE MAX MAXIMUM AD AREA DRAIN MECH MECHANICAL ADD ADDENDUM MTL METAL ADJ ADJACENT MFR MANUFACTURER AFF ABOVE FINISHED FLOOR MIN MINIMUM AHU AIR HANDLING UNIT MISC MISCELLANEOUS ALUM ALUMINUM MO MASONRY OPENING APPROX APPROXIMATE ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS N NORTH NFPA NATIONAL FIRE BD BOARD PROTECTION ASSOCIATION BLDG BUILDING NIC NOT IN CONTRACT BO BOTTOM OF NO NUMBER BOT BOTTOM NOM NOMINAL - BR BEDROOM NTS NOT TO SCALE CB CATCH BASIN OC ON CENTER CIP CAST IN PLACE OD OUTSIDE DIAMETER CFCI CONTRACTOR FURNISHED OH OVERHEAD OR OPP HAND CONTRACTOR INSTALLED ORD OVERFLOW ROOF DRAIN CG CORNER GUARD OPNG OPENING CJ CONTROL JOINT OPP OPPOSITE CLG CEILING OTS OPEN TO STRUCTURE - CLR CLEAR CMU CONCRETE MASONRY UNIT PCC PRE -CAST CONCRETE COL COLUMN PERIM PERIMETER CONC CONCRETE PLAM PLASTIC LAMINATE COND CONDITION . PR PAIR CONN CONNECTION PREP PREPARATION CONT CONTINUOUS PSF POUNDS PER SQUARE FOOT CPT CARPET CT CERAMIC TILE R RISER CTR CENTER RAD RADIUS RCP REFLECTED CEILING PLAN RD ROOF DRAIN D DEEP/DEPTH/DRYER REBAR REINFORCING BAR DA DOUBLE ACTING REF REFERENCE DSL DOUBLE REFR REFRIGERATOR DD DECK DRAIN REINF REINFORCED/REINFORCING DTL DETAIL REQD REQUIRED DF DRINKING FOUNTAIN REV REVISED/REVISION DIA DIAMETER RM ROOM DIAG DIAGONAL RO ROUGH OPENING DIM DIMENSION DISP DISPENSER ON DOWN S SOUTH DR DOOR SC SCALE DS DOWNSPOUT SCHED SCHEDULE - DW DISHWASHER SD STORM DRAIN DWG DRAWING SEC SECTION SF SQUARE FEET SHT SHEET E EAST EA EACH SHTG SHEATHING SIM SIMILAR EF EXHAUST FAN SPEC SPECIFICATIONS EXP EXPANSION SQ SQUARE EXP JT EXPANSION JOINT SQ STAINLESS STEEL EL ELEVATION STD STANDARD ELEC ELECTRICAL STL STEEL ELEV ELEVATOR STOR STORAGE EOS EDGE OF SLAB STRUCT STRUCTURE/STRUCTURAL EP ELECTRIC PANEL SUSP SUSPENDED EQ EQUAL SYM SYMMETRICAL EQUIP EQUIPMENT SYS SYSTEM EXIST EXISTING EXT EXTERIOR F FEMALE TEL TELEPHONE FA FIRE ALARM TEMP TEMPORARY FD FLOOR DRAIN OR FIRE DEPARTMENT THK THICK/THICKNESS FDN FOUNDATION FE FIRE EXTINGUISHER TO TOP OF ... FEC FIRE EXTINGUISHER CABINET TOC TOP OF CONCRETE FF FINISH FLOOR TOS TOP OF SLAB FF&E FURNITURE, FIXTURE & EQUIPMENT TOW TOP WALL FHO FREIHEIT AND HO ARCHITECTS. TRAN TRANSITION N TELEVISION FIN FINISH TYP TYPICAL FLASH FLASHING FLR FLOOR UL UNDERWRITERS FDN FOUNDATION LABORATORIES, INC. FO FACE OF UNO UNLESS NOTED OTHERWISE F,OIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER VCT VINYL COMPOSITION TILE - INSTALLED BY OWNER VERT VERTICAL FT FOOT/FEET VEST VESTIBULE FTG FOOTING VOL VOLUME FVRR FURRING/FURRED W WEST GA GAUGE W/ WITH GAL,V GALVANIZED W/o WITHOUT GFRC GLASS FIBER REINFORCED CONCRETE WC WATER CLOSET GI- GLASS WD WOOD GEF GROSS SQUARE FOOTAGE WND WINDOW GYP GYPSUM WH WATER HEATER GWD GYPSUM WALL BOARD WO WHERE OCCURS WR WATER RESISTANT WRB WATER RESISTANT BARRIER HR HOSE BIB WT WEIGHT HP HOLLOW CORE HQ HEAD HQWE HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR, HOUR HT HEIGHT/HIGH HVAC HEATING, VENTILATION AND AIR CONDITIONING IBF INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IN INCH INCL INCLUDED/INCLUSIVE INSUL INSULATION INT INTERIOR C:\Users\ebrouillette\Documents\A15-280 Universal Building Systems CENTRAL-ebrouillette.rvt GENERAL NOTES GENERAL NOTES, CONT. SYMBOL LEGEND 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2012 INTERNATIONAL BUILDING CODE AS ADOPTED BY THE CITY OF SUBMITTALS AND WARRANTY TUKWILA, STATE REGULATIONS FOR BARRIER FREE DESIGN, WA STATE ENERGY CODE, AND ALL APPLICABLE LOCAL DETAIL NUMBER CODES, ORDINANCES, AND STANDARDS. IN CASE OF ANY CONFLICT WHERE THE METHODS OR STANDARDS OF 1. SUBMIT A LIST OF PROPOSED PRODUCT SUBMITTALS AND SHOP DRAWINGS TO THE OWNER FOR APPROVAL PRIOR INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR TO START OF CONSTRUCTION. ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. SHEET NUMBER 2. ALL PRODUCTS AND MATERIALS SPECIFIED IN THE DRAWINGS (WITH EXCEPTION TO SPECIFIC FINISH COLORS AND 2. SECURE RELEVANT CITY AND STATE APPROVALS RELATING TO FIRE, CONSTRUCTION, LABOR, HEALTH AND LICENSING. FLOORING) ARE INTENDED TO BE ON AN "OR EQUAL" BASIS. ANY PROPOSED SUBSTITUTIONS MUST BE SUBMITTED TO CONTRACTOR SHALL FURTHER POST ALL BONDS AND SECURE ALL INSURANCE REQUIRED BY LAW OR CONTRACT, THE ARCHITECT IN WRITING FOR APPROVAL WITHOUT DELAY OF SCHEDULE. FORWARDING PROOF OF SUCH ACTIONS TO THE LANDLORD PRIOR TO COMMENCEMENT OF CONSTRUCTION. SECTION NUMBER 3. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION, UNLESS OTHERWISE 4. WORK NOT INCLUDED IN THIS CONTRACT SHALL BE MARKED "N.I.0 " OR SPECIFICALLY ASSIGNED TO ANOTHER PARTY. SPECIFIED, AND SHALL BE SO STATED IN CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS, DISCREPANCIES, ETC., MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN SHEET NUMBER 5. CONTRACTOR SHALL VISIT THE SITE, REVIEW THE DRAWINGS AS SUBMITTED BY THE ARCHITECT, AND BECOME FIVE (5) DAYS AFTER NOTICE IS GIVEN. THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. ROOM NAME 6. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS LATEST RECOMMENDATIONS OR WRITTEN STORAG DIRECTIONS. PLUMBING MECHANICAL & ELECTRICAL: N0101 - ROOM NUMBER 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE 1. PLUMBING, MECHANICAL, & ELECTRICAL DRAWINGS ARE TO BE SUBMITTED UNDER SEPARATE PERMIT. 200 SF� THE SAME AS FOR OTHER SIMILAR WORK. �- SQ FOOTAGE 2. MECHANICAL & ELECTRICAL CONTRACTORS SHALL BE RESPONSIBLE TO MAINTAIN COMPLIANCE WITH APPLICABLE 9. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT IS INTENDED THAT SUCH SHALL CODES AND STANDARDS AND OBTAIN ALL NECESSARY PERMITS AND APPROVALS. APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK. 3. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE BIDDER DESIGN/BUILD. THE CONTRACTOR SHALL BE RESPONSIBLE GRID BUBBLE 10. VERIFY ALL "BUILDING STANDARDS" WITH BUILDING OWNER PRIOR TO BEGINNING ANY WORK. HOWEVER, THERE FOR OBTAINING THE CORRESPONDING PERMITS FOR WORK. THE PROPOSED SYSTEM DESIGN & METHOD OF OPERATION NUMBERS @ VERTICAL SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT THE ARCHITECTS WRITTEN FOR ALL ROOMS SHALL BE REVIEWED AND APPROVED BY THE TENANT PRIOR TO THE START OF ANY WORK. APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY, AND HOLD THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. 4. WHERE APPLICABLE, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND FIRE PROTECTION DRAWINGS ARE I 12. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE SUPPLEMENTARY TO THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES BETWEEN THE CONSULTANTS' DRAWINGS WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN GRID BUBBLE LETTERS @ HORIZONTAL CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY CONFLICT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO - OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. THE BUILDING OWNER, TENANT, OR ARCHITECT. GRID LINE 13. VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS 5. ALL CABLING AND WIRING NOT IN CONDUITS OR FULL SURROUND CABLE TRAYS SHALL HAVE A FLAME SPREAD RATING OR SPECIFICATIONS. OF LESS THAN 25 AND A SMOKE DEVELOPMENT RANGE OF LESS THAN 50. 14, ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION 6. ALL EXPOSED MATERIAL & PIPING IN RETURN AIR PLENUM MUST MEET FS 25. AT ALL TIMES. STUD PARTITION 7. ALL PLUMBING AND HVAC PIPE AND DUCTWORK IN PLENUM SHALL HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND 15. PROTECT ADJACENT WORK AND REPAIR ANY DAMAGE AT CONTRACTOR'S OWN EXPENSE. A SMOKE DEVELOPMENT RANGE OF LESS THAN 50. CONCRETE MASONRY PARTITION 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES. CONCRETE PARTITION 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE BUILDING OWNER/ARCHITECT/ENGINEER HARMLESS FOR INJURY FIRE PROTECTION: OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY THE NEGLIGENCE OF THE CONTRACTOR, HIS 1. IF NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RELATED ELEMENTS AS REQUIRED BY AGENTS, EMPLOYEES, OR SUBCONTRACTORS. CODE. z DOOR REPRESENTATION 18. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKERS. ALL CONSTRUCTION 2. FIRE EXTINGUISHERS: VERIFY LOCATION, TYPE, AND SIZE PER FIRE MARSHAL REQUIREMENTS. CONTRACTOR TO o DOOR NUMBER SETS SHALL REFLECT THE SAME INFORMATION AS WELL AS ALL REVISIONS, ADDENDA, AND CHANGE ORDERS. THE PROVIDE ALL TEMPORARY AND PERMANENT FIRE EXTINGUISHERS REQUIRED UNDER N.F.P.A.10 MOST RECENT EDITION -� CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, AND APPROVED BY THE FIRE MARSHAL. CONFIRM ACCEPTABILITY OF LOCATION WITH FIRE MARSHAL PRIOR TO ADDENDA, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER THE CARE OF THE JOB INSTALLATION. PROVIDE FINISHED CABINETS TO MATCH BUILDING STANDARD FOR EXTINGUISHERS AT ALL EXPOSED SUPERINTENDENT. LOCATIONS. 19. MAINTAIN ALL EXIT PATHWAYS DURING CONSTRUCTION. 3. FIRE EXTINGUISHERS AND CABINETS SHOULD BE LOCATED SO THAT THE TOP OF THE EXTINGUISHER OR CABINET IS APPLICABLE CODES 20. PROVIDE COMPLETE SECURITY OF THE TENANT SUITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. NO HIGHER THAN 48" AFF AND THE TOP OF THE EXTINGUISHER OR CABINET HANDLE IS AT LEAST 36" AFF. 21. AT COMPLETION OF THE WORK, REMOVE ALL DEBRIS FROM THE SITE, LEAVING SPACE CLEAN, WASH ALL WINDOWS 4. AT SEMI -RECESSED FIRE EXTINGUISHER CABINETS WRAP ADDITIONAL LAYER(S) OF TYPE W GYPSUM WALL BOARD DRAWING INDEX EQUIPMENT GROUP SHEET NUMBER SHEET NAME EQUIPMENT NUMBER 00 - GENERAL ELEVATION NUMBER SHEET NUMBER C __ TRUE NORTH MASONRY STEEL SO IL IL CONCRETE 0 RIGID INSULATION INTERNATIONAL SYMBOL: FIXTURE OR SPACE TO COMPLY WITH ACCESSIBLE DESIGN STANDARDS ANSI 117.1-2012 AND ADAAG AND GLASS, POLISH ALL HARDWARE AND FIXTURES. REPLACE AND PATCH AREAS OF CEILING DAMAGED DUE TO INTO THE CABINET CAVITY TO MAINTAIN SPECIFIED FIRE RATED REQUIREMENT. REFER TO WALL CONSTRUCTION 2012 INTERNATIONAL BUILDING CODE WI WA STATE AMENDMENTS LIGHTING INSTALLATION OR MECHANICAL ADJUSTMENT. LEGEND FOR ADDITIONAL INFORMATION. 2012 INTERNATIONAL EXISTING BUILDING CODE 2012 INTERNATIONAL FIRE CODE WI WA STATE AMENDMENTS 23. MINIMIZE DISRUPTIONS OF BUILDING OCCUPANTS DUE TO NOISE, ODOR, FUMES, OR VIBRATION. AT THE END OF 5• PROVIDE AND INSTALL FIRE EXTINGUISHER SIGNAGE (5"X6") ABOVE EACH FIRE EXTINGUISHER OR CABINET WITHIN 2012 INTERNATIONAL MECHANICAL CODE W/ WA STATE AMENDMENTS CONSTRUCTION THE CONTRACTOR SHALL COMPLETELY CLEAN ALL AREAS SOILED BY CONSTRUCTION ACTIVITIES THE SCOPE OF THE TENANT IMPROVEMENT. MOUNT AT 84" AFF UNLESS OTHERWISE REQUIRED. WASHINGTON ADMINISTRATIVE CODE (WAC) INCLUDING THOSE IN WHICH NO WORK WAS DONE. 6. EXIT SIGNS AND EXIT ILLUMINATION SHALL CONFORM TO THE 2012 IBC AND THE CITY OF TUKWILA REQUIREMENTS, FILE COPY CONTRACTOR TO PROVIDE AND INSTALL EMERGENCY LIGHTING AND EXIT LIGHTING AS REQUIRED BY THE TUKWILA 24. LATHING, PLASTER, AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO CHAPTER 25 OF THE 2012 I.B.C. FIRE AND BUILDING DEPARTMENTS. CONFIRM ACCEPTABILITY OF LOCATIONS WITH THE BUILDING OWNER BEFORE Permit o. 26. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24 OF THE 2012 I.B.C. AND THE U.S. PRODUCT SAFETY INSTALLATION. CONTRACTOR SHALL PROVIDE AND INSTALL AUDIBLE ALARMS IN ACCORDANCE WITH IBC ARTICLE 9. CONTRACTOR SHALL PROVIDE AND INSTALL VISIBLE ALARM SIGNALS AS REQUIRED BY ADA GUIDELINES. Plan reV1eW aDraroval IS SU�I COMMISSION: SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (42 FIR 1426:16 CFR PART 1201). CONTRACTOR SHALL PROVIDE AND INSTALL ALL SMOKE DETECTORS AND SMOKE DETECTION AS REQUIRED UNDER ed to errors and omissions. 27. VERIFY ALL DOOR AND WINDOW ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MANUFACTURERS. ARTICLE 9 OF THE IBC, THE INSTALLATION OF THE ABOVE NOTED SYSTEM SHALL INCLUDE THE CONNECTION TO Approval r;f J(;Onstructian documents does not authorize 28. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONSTRUCTION DRAWING SHOULD BE CALLED TO THE AND/OR MODIFICATION OF THE EXISTING BUILDING SYSTEMS, AS NECESSARY. tho Violation ofany any adopted code or ordinance. Receipt ATTENTION OF THE ARCHITECT. 7, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR of Qp rovad Field Copy and conditions is acknoWied ed: EFFORT. 29. CONSTRUCT WALLS PLUMB AND SQUARE WITH EXISTING STRUCTURE AND NEW CONSTRUCTION UNLESS NOTED s OTHERWISE. 8. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED, OR DISPENSED IN THIS OCCUPANCY EXCEPT AS PROVIDED By: IN NFPA STANDARD 30 AND THE 2012 INTERNATIONAL FIRE CODE. PERMIT MAY BE REQUIRED. 30. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF Date: 9. ALL DRAPES, HANGINGS, CURTAINS, AND ALL OTHER DECORATIVE MATERIAL, INCLUDING CHRISTMAS TREES THAT THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS. SHALL E TREATED AND MAINTAINWOULD TEND TO INCREASE THE IRE AND ED IN A FIREIR RETARDANT CONDITION BY MEANS OFRD SHALL BE MADE FROM F ME RETARDANTMMABLE LSO SOLUTION CltY Of Tukwila 31. ANY DEVIATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ARCHITECT. OR PROCESS APPROVED BY THE FIRE MARSHAL. PROVIDE A CERTIFICATION TO THIS EFFECT. EXIT DOORS, EXIT BUILDING DIVISIOPI LIGHTS, AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER TABLE 803.9, SECTION 803.1 OF THE 2012 IBC. DEFERRED SUBMITTALS 10. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. DIMENSION: 1. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE CEILING: DESIGN PRIOR TO PROCEEDING WITH THE WORK. 2. DIMENSIONS OF PLANS ARE TYPICAL TO THE CENTERLINE OF COLUMNS AND FINISHED GWB 1. REFLECTED CEILING PLAN IS FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS FACE OF PARTITIONS, SHOULD BE VERIFIED. UNLESS NOTED OTHERWISE. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE FOUR (4) INCHES FROM THE FACE OF THE ADJACENT PARTITION OR CENTERED BETWEEN PARTITIONS. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF DISCREPANCIES ARE FOUND. CONSTRUCTION: 1. INVESTIGATE AND VERIFY LOCATIONS OF EXISTING STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 2. COORDINATE CONSTRUCTION SCHEDULING WITH THE BUILDING OWNER TO ALLOW ONGOING OPERATION OF THE FACILITY DURING CONSTRUCTION. 3. PROVIDE BLOCKING AS REQUIRED FOR WALL AND CEILING MOUNTED ITEMS. 4. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE FLUSH. 5. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. 6. PATCH AND REPAIR ALL EXISTING SURFACES AS REQUIRED BY DEMOLITION AND NEW CONSTRUCTION TO RECEIVE NEW SCHEDULED FINISHES. ALL SURFACES ARE TO HAVE "LIKE -NEW" APPEARANCE. 7. STUD HEIGHT AND SPACING LIMITATION OF STEEL FRAMING COMPONENTS SHOULD BE IN COMPLIANCE WITH ASTM C 754 FOR MAXIMUM DEFLECTION AND MINIMUM LATERAL LOADING REQUIREMENTS. 8. ALL DEMOLISHED MATERIALS TO BE RECYCLED TO AN APPROVED RECYCLER. DOOR: 1. ALL DOOR HARDWARE TO MEET REQUIREMENTS OF 2012 IBC AND OWNER'S BUILDING REQUIREMENTS. 2. COORDINATE ALL KEYING REQUIREMENTS WITH OWNERITENANT. CONTRACTOR SHALL PROVIDE ALL LOCKSET CYLINDERS TO MATCH OWNER STANDARD. CONTRACTOR SHALL RE -KEY ALL DOORS TO MEET TENANT AND OWNER'S REQUIREMENTS. FINISH AND MATERIALS: 1. SUBMIT FINISH SAMPLES TO TENANT AND OWNER FOR APPROVAL PRIOR TO ORDERING MATERIALS. 2. INTERSECTION OF SCHEDULED FLOORING MATERIALS ARE TO OCCUR AT CENTERLINE OF DOOR WHEN IN A FULLY CLOSED POSITION UNLESS NOTED OTHERWISE. 3. PROVIDE APPROPRIATE TRANSITION MATERIAL AS REQUIRED WHERE DISSIMILAR FLOORING MATERIALS INTERSECT. c Cs'S,; z C �' '?SIT i4P' 'D FOR: •�i ��lia4d c�. $Ghanicat Electrical P tubing 0as Piping Ci v, of Tukwila DIVISION THE FOLLOWING PORTIONS OF THE PROJECT WILL BE APPLIED FOR UNDER SEPARATE PERMITS: 1. ELECTRICAL SYSTEM WORK 2. HVAC SYSTEM (DUCTING, DISTRIBUTION AND CONTROLS) 3. PLUMBING SYSTEM 4. FIRE SPRINKLERS REVISIONS 5. FIRE ALARMS No changes Shsll hM- d e o to the scope of Work tvit;r, lit prior approval of � Olit'ri!� Building Divisioo: t CT % visiOlin Will require a new plan submittal and rnav inn ur1a nrir +;P,...i -i.-- VICINITY MAP A0.00 COVER SHEET A1.00 CODE PLAN 04 - ARCHITECTURAL A2.00 SITE PLAN A3.01 FLOOR PLAN A5.00 STAIR ENLARGED PLANS & SECTIONS A6.00 DETAILS A6.01 DETAILS A6.02 DETAILS A7.00 REFLECTED CEILING PLAN A8.00 ENLARGED RESTROOM PLAN AND ELEVATIONS A8.01 INTERIOR ELEVATIONS A9.00 SCHEDULES STRUCTURAL S1.0 SPECIAL INSPECTION & GENERAL NOTES S2.0 PARTIAL FOUNDATION PLAN & MEZZANINE PLAN S3.0 MEZZANINE FRAMING SECTIONS TENANT IMPROVEMENT FOR AN OFFICE AND WAREHOUSE OF APPROXIMATELY 5,298 SQ. FEET IN AN EXISTING SHELL BUILDING. SCOPE INCLUDES INTERIOR PARTITIONS, (2) RESTROOMS, (2) STAIRS, MEZZANINE, AND DEMISING WALL, PROJECT DATA PROJECT ADDRESS: JURISDICTION: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLERED: NUMBER OF STORIES: SQ. FT. OF BUILDING: SQ. FT. OF IMPROVEMENT: VALUATION: PROJECT TEAM 14520 INTERURBAN AVE. SOUTH BUIDING D, SUITE #1 TUKWILA, WA 98168 CITY OF TUKWILA 3365901650 HILLMANS SEATTLE GARDEN TRS C/LI B (OFFICE) V-B YES 1 STORY+MEZZANINE ' 9,035 S.F. 5,298 S.F. $265,000.00 OWNER: UNIVERSAL BUILDING SYSTEMS 800 SW 34TH STREET RENTON, WA 98057 CONTACT: KEN LORENZ ARCHITECT: FREIHEIT & HO ARCHITECTS 5209 LAKE WASHINGTON BLVD NE, SUITE 200 KIRKLAND, WA 98033 CONTACT: ERIN BROUILLETTE PHONE: (425)827-2100 STRUCTURAL: SHUTLER CONSULTING ENGINEERS, INC 12503 BEL-RED ROAD, SUITE 100 BELLEVUE, WA 98005 CONTACT: JOHN HEADLAND PHONE: (425)45OA075 CONTRACTOR: TBD KEY PLAN CORRECTION LTR# BUILDING D � I � i SUITE 1 AREA OF WORK KtV1kVVED FOR CODE COMPLIANCE APPROVED R OCT 28 2015 �� CifY Of Tukwila BUILDING DIVISION'' RECEIVED CITY OF TUKWILA OCT 2 3 2015 PERMIT CENTER - SUITE 2 4 y 3 3 fore2�ww ' tit \V s : N b w O I- LU :ILI 4 t' OCJ � LU x N 99 • } :; LU Et M. 114 LLn u U o T t;,r V�1. ao 4"- zx 4rLµ`i : _ t to Z s -z cn zc CNI s Ln OEM am= 0 Ibm cc ► � ;°.:Liz;' 531PHILLS © s STATE OF WASHINOT011 L,a REV DESCRIPTION DATE BLDG PERMIT 9/412015 SUBMITTAL r r 1 BLDG PERMIT 10/23/2015 =' RESUBMITTAL S :iw L ` j COVER SHEET AOmOO " PROJECT NUMBER. AIS-280 09104/2015 e © FREIHEIT & HO ARCHITECTS, INC.; P.S. 1 CODE PLAN - LEVEL 01 A1 -OV Scale: 1/8" =1'-0" 2 CODE PLAN -MEZZANINE LEVEL 02 A1.00 Scale: 1/8" =1'.0" • C:\Users\ebrouillette\Documents\A15-280 Universal Building Systems CENTRAL_ebrouillette.rvt 100A PLUMBING FIXTURE REQUIREMENTS OCCUPANCY: OCCUPANT COUNT: WATER CLOSETS - (PER IBC TABLE 2902.1): LAVATORIES - (PER IBC TABLE 2902.1): DRINKING FOUNTAINS (PER IBC TABLE 2902.1): CODE SUMMARY (B) OFFICE 50 OCCUPANTS REQUIRED: PROVIDED: THEREFORE: 2 2 OK 2 2 OK 1 1 OK OCCUPANCY PER IBC 309: OCCUPANT LOAD PER IBC 1004.1.1(FROM PLAN): TOTAL OCCUPANT LOAD PER IBC 1004.1.1(FROM PLAN): MINIMUM NUMBER OF EXITS PER IBC TABLE 1015.1 EGRESS WIDTH PER IBC 1005: MINIMUM DOOR WIDTH PER IBC 1008.1.1: EXIT SEPARATION DISTANCE: LONGEST COMMON PATH OF EGRESS PER IBC 1014.3: EXIT ACCESS TRAVEL DISTANCE PER IBC TABLE 1016.2: NO WORK THIS AREA NEW CONSTRUCTION EXISTING TO REMAIN FE FIRE EXTINGUISHER EXIT SIGN EXIT SIGN WITH EMERGENCY a LIGHTS y OCCUPANCY COUNT AT EXIT xX CODE PLAN GENERAL NOTES B (OFFICE) 17 50 OCCUPANTS S-1(STORAGE) F (WORKSHOP) . 6 27 REQUIRED: PROVIDED: THEREFORE: 2 3 OK 10.0 INCHES MIN 108" OK 32 INCHES MIN 36 INCHES OK 58'-9" (117'-6"/2) 62'-3" OK ALLOWED: PROVIDED: THEREFORE: 75' MAX. 49' OK 200' MAX. 169' OK ® COMMON PATH OF TRAVEL EXIT ACCESS PATH OF EGRESS TRAVEL 1. SPRINKLER SYSTEM TO BE APPROVED BY FIRE DEPARTMENT PRIOR TO INSTALLATION. 2. THE PROJECT CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO MAINTAIN BUILDING SAFEGUARDS, EXITS, AND FIRE PROTECTION DEVICES. PROTECT ADJACENT PROPERTIES, WORKERS, PEDESTRIANS, AND OTHER PERSONS DURING CONSTRUCTION OPERATIONS. 3. EMERGENCY ILLUMINATION SHALL HAVE AT LEAST AN AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM OF 0.1 FOOT PATH OF EGRESS AT THE FLOOR LEVEL. Q�s-oz3z AT ANY POINT ALONG THE RBAEWED FOR WDE COMPLIANCE APPROVED t OCT 2 8 2015 t; City of Tukwila BUILDINQ DIVISION RECEIVED CITY OF TUKWILA OCT 2 3 2015 PERMIT CENTER taE, = P CAM 4 W H . b 0 H LU L 0i 0 .3vl?4M z -Z ZM I �d %U E . Zim LLIr.: 4z {z: Cti« _1 i�E t .: f.E 42' Q2 �; : Ln ;M %,; ' V v _ ti tz i +t u b . i;,m 00 UP �: tip: trv: AC :. 9'w'v;v;r 0) z K m Ile ^ : SUM c V u s Z �Zq-6sw caµ x m tip. lieu ir: � 64. Ln U OEM EM LIM AMU M �. %. tt. A N p,g z is FS' Irv: R REV DESCRIPTION DATE °" BLDG PERMIT 9/4/2015 u SUBMITTAL 1 BLDG PERMIT 10/23/2015 c= RESUBMITTAL q, �'E CODE PLAN :d« titi Al mOO 6 ' PROJECT NUMBER: A15-280 09/04/2015 4.. © FREIHEIT & HO ARCHITECTS, INC., P.S. INTERNAL ROAD .................... ........... . . . . . . . . . . . . . . . ................ . . . . . . . . INTERURBAN AVENUE SITE PLAN Scale: 3/32" = 1'-0" C:\Users\ebrouillefte\Documents\A15-280 Universal Building Systems CENTRAL—ebrouillefte.rvt SITE PLAN GENERAL NOTES 1. NO WORK OUTSIDE OF SUITE. SITE PLAN IS INCLUDED FOR REFERENCE ONLY. SITE PLAN KEYNOTE LEGEND KEYNOTE DESCRIPTION SP-01 (E) TRASH ENCLOSURE, TO REMAIN SP-02 (E) CONCRETE SIDEWALK, TO REMAIN SP-03 (E) LANDSCAPING, TO REMAIN SP-04 (E) FIRE HYDRANT, TO REMAIN SP-05 (E) TRANSFORMER, TO REMAIN SP-06 (E) BUILDING CANOPY ABOVE, TO REMAIN SP-07 (E) ACCESSIBLE PARKING STALL, TO REMAIN SP-08 (E) TENANT EXIT DOOR, TO REMAIN SP-09 (E) ROOF SKYLIGHT, TO REMAIN REVIEWED FOR -- CODE, COMPLIANCE APPROVED OCT 2 8 2015 Pity of TuWla BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 3 2015 PERMIT CENTER 00 U) n w LU 0 Lj L > >M Z Z i�ln ZZ" cll� w z LU Z.". Ln ta Tip �a� N U U q�L 0 ---1 00 - 'E E: i. Uj Aj tm E- Lo U stop so= REGISTERED A -GT v".u. RMTE 'R. k�z DAVID S. HILLS S TATE OF WAS HINGTON REV DESCRIPTION DATE '"= BLDG PERMIT 914/2015 C'c- SUBMITTAL 1 BLDG PERMIT 10/2312015 RESUBMITTAL SITE PLAN -Fa A2mOO PROJECT NUMBEIR. A15-280 09/04/2015 @ FREIHEIT & HO ARCHITECTS, INC., P.S. 1 FLOOR PLAN — LEVEL 01 I-OV Scale: 3/16" =1'-0" FLOOR PLAN LEGEND u i� 2 FLOOR PLAN -MEZZANINE LEVEL 02 A3,01 Scale: 3/16" = T-0" C:\Users\ebrouillette\Documents1N15-280 Universal Building Systems CENTRAL_ebrouillette.rvt NO WORK THIS AREA NEW CONSTRUCTION EXISTING TO REMAIN WALL TAG, SEE SCHEDULE NEW/EXISTING FIRE EXTINGUISHER 0h FLOOR PLAN GENERAL NOTES 1. PATCH AND REPAIR GWB AS REQUIRED TO ACCEPT NEW FINISH. 2. ALL DIMENSIONS ARE FROM FINISH FACE UNLESS NOTED OTHERWISE. 3. PRIOR TO COMPLETION OF CONSTRUCTION, CLEAN ALL SURFACES INCLUDING, BUT NOT LIMITED TO, SWITCH AND OUTLET PLATES, HVAC GRILLES, AND CEILING GRID. RESTORE ANY OF THE ABOVE AS TO LIKE -NEW GOOD WORKING CONDITION AS REQUIRED. 4. ALL MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS TO BE BIDDER -DESIGNED. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF DESIGN PLANS, ENGINEERING, AND PERMITS. 071.11 R WIN4f FIRE SYMBOL DESCRIPTION HEIGHT RATING 01 (1) LAYER 5/8" TYPE'X' GWB EACH SIDE TO NON -RATED ON 3 5/8" METAL STUDS X GA @ 16" O.C. STRUCTURE SOUND BATT INSULATION IN CAVITY. 02 (1) LAYER 5/8" TYPE 'X' GWB EACH SIDE 6" ABOVE NON -RATED ON 3 5/8" METAL STUDS X_GA @ 16" O.C. CEILING SOUND BATT INSULATION IN CAVITY 03 (1) LAYER 5/8" TYPE 'X' GWB EACH SIDE TO NON -RATED ON 6" METAL STUDS X_GA @ 16" O.C. STRUCTURE R-21 BATT INSULATION IN CAVITY 05 (1) LAYER 5/8" TYPE 'X' GWB TENANT TO NON -RATED SIDE ON 6" METAL STUDS X_GA @ 16" STRUCTURE O.C. R-21 BATT INSULATION IN CAVITY 10 (1) LAYER 5/8" TYPE'X' GWB TENANT TO NON -RATED SIDE ON 2 1/2" METAL FURRING STUDS STRUCTURE X_GA @ 16" O.C. SOUND BATT INSULATION IN CAVITY 11 (1) LAYER ACRYLIC PANELS EACH SIDE TO NON -RATED ON 3 5/8" METAL STUDS X_GA @ 16" O.C. STRUCTURE 12 EXPOSED 3 5/8" METAL STUDS X GA @ TO NON -RATED 16" O.C. STRUCTURE 13 (1) LAYER 5/8" TYPE 'X' GWB EACH SIDE 3'-2" AFF NON -RATED ON 3 5/8" METAL STUDS X GA @ 16" O.C. —IN SOUND BATT INSULATION CAVITY ALL WALLS TO BE TYPE 01 UNLESS NOTED OTHERWISE. SEE 1/A6.00 FOR TYPICAL WALL CONSTRUCTION FLOOR PLAN KEYNOTE LEGEND KEYNOTE DESCRIPTION FP-01 DEMOLISH EXISTING STOREFRONT DOOR, INFILL W/ STOREFRONT TO MATCH ADJACENT, INFILL CONCRETE CURB TO MATCH ADJACENT, MATCH BUILDING STANDARDS, SEE DETAIL 9 / A6,00 FP-03 SUSPENDED SOFFIT ABOVE FP-04 SOIC PLOTTERS FP-05 SOIC FLAT FILE CABINETS W/ COUNTERTOP FP-06 SOIC SALVAGED UPPER & LOWER CASEWORK, SEE INTERIOR ELEVATIONS FP-07 CENTER NEW PARTITION ON EXISTING MULLION, SEE DETAIL 5 / A6,00 FP-08 NEW RELITE TO ALIGN W/ END OF EXISTING WALL, FINISH & ALIGN NEW WALL W/ ADJACENT EXISTING FP-09 NEW WALL BUILT OUT FROM EXISTING CMU WALL TO PROVIDE ADEQUATE ACCESSIBLE RESTROOM CLEARANCES FP-10 HALF HEIGHT WALL TO 3'-2" AFF, EXPOSED STEEL STUDS @ 16" O.C. ABOVE TO MEZZANINE FLOOR STRUCTURE ABOVE FP-11 EXPOSED STEEL STUDS @ 16" O.C. WITH TRANSLUCENT ACRYLIC SHEET COVERING REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2015 CITY OF TUKWIL.A OCT 2 3 2015 City of Tukwila BUILDING DIVISION NLB WALL DESIGN TABLE COMPOSITE DESIGN FOR NON-STRUCTURAL STEEL PARTITIONS 30 MILS STUDS @ 5 PSF (25 GA NOMINAL) 33 MILS STUDS @ 5 PSF (20 GA NOMINAL) STUD SIZE STUD SPACING LIMITING WALL HEIGHT STUD SIZE STUD SPACING LIMITING WALL HEIGHT 162S125 (1-5/8") 12" 9'-11" 162S125 (1-518") 12" 10'-04" 16" 9'-2" 16" 9'-8" 250S125 (2-1/2") 12" 13'-2" 250S125 (2-1/2") 12" 13'-11" 16" 12'-1" 16" 12'-10" 350S125 (3-5/8") 12" 1 T-1" 362S125 (3-518") 12" 17'-10" 16" 15'-8" 16" 16'-5" 40OS125 (4") 12" 19'-0" 40OS125 (4") 12" 19'-11" 16" 17'-6" 16" 181-4" 60OS125 (6") 12" 25'-6" 60OS125 (6") 12" 26'-9" 16" 23'-2" IT 24'-6" NOTES: 1. ASSUMED ALLOWABLE DEFLECTION = U240 2. PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND REGULATIONS 3. BASED ON SSMA ICBO ER4943P AND INDUSTRY TECHNICAL NOTE 4 LU NJN3: to a Q n a Z— Fr m f LU _ Y`k N 00 U is t (9 z 1 k!a :2 .� as GEM Im LLM AN M 6 ia: a 5312 13EGISiE Fly la w ,ARCHiTEur ' Y �ce .c' F e Q Uam op Vmami lN§i71 u'.I ; IN; 521 REV DESCRIPTION DATE BLDG PERMIT 9/4/2015 SUBMITTAL s,. 1 BLDG PERMIT 10/23/2015 RESUBM11TAL �cu tir FLOOR PLAN A3m01 `a ti; PROJECT NUMBER: A1S-280 09104/2015 <'m © FREIHEIT & HO ARCHITECTS, INC., P.S. MEZZANII, STRUCTU STRUCT 4 `� SECTION A5-00 Scale: 1/4"= 11-011 STAIR LAT. I ROOF STRUCTURE CEILING PER RCP MEZZANINE LEVEL L 14' O� LEVEL01 011 MEZZ. STRUCTUF PER STRU( SECTION A STAIR LONG. A5-00,) Scale: 1/4" = 1'-0" MEZZANINE LEVEL 14-:kTj-- 10% (E) PARAPET WALL (E) ROOF STRUCTURE CEILING PER RCP (-1-3-ELEVATION - STAIR .(@, MEZZANINE �A5.00 11 ') Scale: 1/4" = 11-0 ELEVATION - WHSE STAIR FROM WORKSHOP r2 -'� ELEVATION - WHSE STAIR �A5-00 scale: 1/4" = 1'-o" A5.00 scale: 1/4" = I '-o" C:\Users\ebrouillefte\Documents\A15-280 Universal Building Systems CENTRAL—ebrouillefte.rvt I I O 1 C111-1-kRUCL) IVICZ-Z-o itAim ruini A5. ,,� Scale: 3/8" = l'-O" A5-00,/ Scale: 3/8" = 1 '-0" U) RAILING BEYOND IEZZANINE LEVEL 141-011 MEZZANINE LEVEL LEVEL01 011 $ 41-0" �1:1:) ENLARGED WHSE MEZZ STAIR PLAN A5-oV Scale: 3/8" = 1'-0" .EVIEWED FOR ,)E COMPLIANCE APPROVED OCT 2 8 2015 30ity of TuWla LDING DIVISION 5 CA5.0 ]R LANDING @ MEZZ. LEVEL I RECEIVED 'TY OF TUKWILA OCT 2 3 2015 PERMIT CENTER K IM w f4 i; v z LU OFFi2! CIL, pi L w > >= xjzzz Z .4 Z w z N g;p 00 Ln N i�> 0 LL: 00 M '2 E (V": 0 z Ln Jc Mw RE7018TERED R ARCHITEOT DAVID S. HILL�TOX STATE OF WASHINGT I REV DESCRIPTION DATE BLDG PERMIT 9/4/2015 SUBMITTAL I BLDG PERMIT 10/2312015 RESUBMITTAL STAIR ENLARGED PLANS & SECTIONS A5o00 PROJECT NUMBER: AIS-280 09/04/2015 @ FREIHEIT & HO ARCHITECTS, INC., P.S. WALL MULLION INTERSECTION A6-00,) Scale: 3" 1'.0" NEW WALL PER SCHED. WALL PER PLAN SCHEDULED BASE CONT. STEEL RUNNER CHANNEL BREAK METAL SHAPE ANCHOR TO SLAB W/ 0.146" DIA. POWER ACTUATED WITH FINISH TO MATCH FASTER @ 24" O.0 MULLION FLOOR PER FINISH PLAN DOUBLE -BACKED ADHESIVE FOAM TAPE (BLACK) EXISTING MULLION AND GLAZING FRAME DIMENSION EQUALS THROAT DIMENSION PLUS 1" THROAT DIMENSION EQUALS FINISHED WALL THICKNEXX PLUS 1/811 DOOR PER SCHEDULE H.M. DOOR FRAME STUD ANCHORS DBL. STUDS 18 GA. MIN. WALL CONSTRUCTION PER PLAN/SCHEDULE NOTE: FINISHED WALL THICKNESS: ACTUAL STUD SIZE PLUS WALL MATERIAL THICKNESS. VERIFY TOTAL THICKNESS 10 INTERIOR H.M. DOOR JAMB �-00 Scale: 3" 1 1-011 STEEL STAIR COLUMN IN WALL EDGE TRIM CLOSURE CASING BEAD WALL PARTITION PER PLAN BASE PER ID PLANS CONCRETE FILLED STEEL PAN STAIR TREAD PRE-ENGINEERED METAL CHANNEL STRINGER PER STAIR MANUFACTURER 5/8" TYPE GWB ON 7/8" HAT CHANNELS @ 24"OC 20 STAIR STRINGER Scale: 311 = 1 1-011 C:\Userskebrouillefte\Documents\A15-280 Universal Building Systems CENTRAL—ebrouillefte.rvt � WALL TO SLAB CONNECTION A6.0V Scale: 3" 11-011 (E) STOREFRONT MULLION BEYOND, IF DAMAGED DURING DEMOLITION, GC TO REPAIR TO NEW CONDITIONS, TYP WALL BEYOND STOREFRONT MULLION, MATCH EXISTING STOREFRONT GLAZING, MATCH BUILDING STANDARDS, SEE WINDOW SCHEDULE (E) EXTERIOR FACE OF WALL, w BEYOND STOREFRONT SILL MULLION, MATCH EXISTING SILL & BACKER ROD I" CHAMFER, MATCH EXISTING -_� DETAIL R CONCRETE CURB & STOREFRONT A6.00 Scale: 11/2" 1'-0" ('19-STAIR TREAD A6.00) Scale: 3" 1 1-011 TREAD WIDTH PER PLAN STL. STUD BRACE @ T-O" O.C. MAX. TO STRUCTURE ABOVE. OPTION: INSTALL WIRE CROSS BRACING @ T-O" O.C. STL. STUD SLIP JOINT, ALLOW FOR 1/2" DEFLECTION MIN. PARTITION WALL PER SCHEDULE CEILING PER PLAN TYP. NLB PARTITION BRACING ABOVE CEILING A6-OV Scale: 3" 1'-0" CARPET TR-2; RUBBER TRANSITION STRIP (E) CONCRETE FLOOR 4 a 4 `8 CARPET TO CONCRETE TRANSITION A6-00 scale: 6" 1 '-0" 1_8_!� STAIR LANDING 3.00 Scale: 3/4" 1'.0" GUARDRAIL @ 42" AFF HANDRAIL @ 36" AFF WALL CONSTRUCTIO PER PLAN 3° CHANNEL STRINGER PRE-ENGINEERED M BASE PER ID PLANS CONC TOPPING ON STEEL PAN STAIR FRAMING N 20 STRUCTURALDECK STL. STUD SLIP JOINT, ALLOW FOR 1/2" DEFLECTION MIN. PARTITION WALL PER SCHEDULE CEILING PER PLAN NL13 PARTITION BRACING TO STRUCTURE ABOVE A6.OV Scale: 3" 1'-0" CARPET TR-1; RUBBER TRANSITION STRIP VCT/SHEET VINYL CAR PET RPET TO VINYL TRANSITION A6-00) Scale: 6" 1I .01f SECTION EXP. STUDS A6.Oy Scale: 11/2" 1'-0" GUARDRAIL OR WALL, PER PLAN 17 SECTION ACROSS STAIR, TYP. _A6-0V Scale: 3/4" = 1'-0" WALL PER PLAN BOX HEADER GWB RETURN METAL STUD TOP CHANNEL RUNNER EXPOSED STUD PER PLAN @ 16" O.C. 1/4" GAP BTWN ACRYLIC PANELS, TYP 'RYLIC PANELS, BOTH SIDES -TAL STUD CHANNEL RUNNER OOR PER FINISH PLAN -evel 1 01. TYP PARTITION FRAMING A6.uu .11 not �11 INTERIOR H.M. DOOR HEAD "� Scale: 3" 11 -011 CID qAL BRACING lu00 (MATCH ;TUD GAUGE) @ 96" O.C., 0 1 TO STRUCTURE ABOVE Asp pi Ni W >Ift j z 19 A is w L'j hw z EXISTING CEILING CONT. L-METAL TRIM AAh C?� Z:e: 00 WALL CONSTRUCTION PER PLAN 'EX N 9 00 Ln N a. U'. Q4 C- BASE TO MATCH EXISTING on 0 00 CA CONT. STEEL RUNNER CHANNEL, ANCHOR TO SLAB W/ Z�� �R' Bt 0. 146" DIA. POWDER ACTUATED FASTENER @ 36' O.C. EXISTING FLOORING ti gym 45 In lu z > REVIEWED FOR CODE COMPLIAN 3 APPROVED OC 11' 2 8 2015 city of Tulkwild BUILDING DIVISION, REGISTERED ARCH1TECi Zdvz DAVID S. HI LS STATE OF WASHINGTON Tz' REV DESCRIPTION DATE BLDG PERMIT 9/4/2015 SUBMITTAL 1 BLDG PERMIT 10/23/2015 RESUBMITTAL "Y RECEIVED CITY OF TUKWILA e OCT 2 2015 DETAILS 3 PERMIT CENTER A6mOO . .... PROJECT NUMBER: AIS-280 09/04/201S @ FREIHEIT & HO ARCHITECTS, INC., P.S. AIRCRAFTCABLEPARTITION WALL TO STRUCTURE ABOVE INSTALL #12 GA. VERTICAL WIRE AT 4'-0" O.C. PER PLAN CONNECTED TO MAIN RUNNER & STRUCTURE ABOVE. INSTALL AN APPROVED COMPRESSION CROSS TEE POST FLUSH WITH TOP OF CLG. GRID & STRUCTURE ABOVE. PERIMETER EDGE MAIN BEAM ANGLE CLIP SPRING CLIP AIRCRAFT CABLE -,-,k,,,,,AIRCRAFT CABLE STRONGBACK 811 MAX CROSS RUNNER 8. CEILING PANEL < SEISMIC CLIP SEISMIC CLIP INSTALL #12 GA. WIRE CROSS BRACING IN EACH PLANE OF MAIN RUNNER AT 12'-0" O.C. PER PLAN CROSS 45 AT 45 DEGREE ANGLES IN BOTH DIRECTIONS W DEGREES WITH THE FIRST POINT WITHIN 6'-0" FROM MAIN RUNNER TYP. EACH WALL. MAIN BEAM CROSS RUNNER '00, 7/811 3/4" MAIN RUNNER AIRCRAFT CABLE 7/ NOTE: STRONGBACK SUSPENDED 1. S UNDAS ASTMI & C636INSTALL PER IABC 2504REQUIRED & N.W.C.B.ER ACOUSTICAL CEILING TECHNICALC635 PER RCP DOCUMENT#401 2. SUPPORTING WIRES TO BE GUAGED AND SPACED PER ASTM C841 TABLE 3, "ATTACHED WALL" "UNATTACHED WALL" 3. PROVIDE LIGHT FIXTURE SUPPORT OPTION OPTION ATTACHMENT PER ASTM E580. 5 SUSPENDED DECORATIVE CEILING AXON �4 SUSPENDED CEILING WALL 2 PER PERIMETER EDGE ANGLE CLIP SUSPENDED CEILING r2o--� SUSPENDED CEILING BRACING \A6-�01 Scale: 3/4" V-0" \A�-01 Scale: 3" 1 -4' A6.01 �Scale: 3" = 1'-0" �-01 Scale: 12" T-13" 10 GA HANGER WIRES AT 4'-0" ON CENTER MAXIMUM EACH 8" MAX. 10 GA WIRE HANGERS AT WAY, TYP PERIMETER SUPPORTING MAIN RUNNERS AND CONTINUOUS ANGLE CROSS RUNNERS AT WALL EDGE, TYP 8MAX FROM EDGE. " AIRCRAFT CABLE PER .. .. .. .. IC RATED RECESSED LIGHT MFG. SEE 51A6.01 . ... .... ... FIXTURE WHERE OCCURS CEILING l SOFFIT HEADER FRAMING B.O. EXISTING STRUCTURE R19 BATT INSULATION .... ..... BETWEEN STUDS .... DECORATIVE CEILING KNIFE EDGE FOR VECTOR TRIM WHITE TO F--- MATCH TILE . ..... .......... . .. .. . .......... :'D D . . . . . .. ....... 0 ........................... ............................. .................. .......... MAIN RUNNERS: 11/2" is i ... ............... ......................... . ..... ........ ..................... P.O. CL91R, ................... ............................ ...... . ............. . .. . .. . ................... ............. ........ . COLD ROLLED CHANNELS AT 4'-0" ON CENTER MAXIMUM ........ PER RCP GRID MOUNTED LINEAR RECESSED CAN LIGHT PER REFLECTED FLUORESCENT FIXTURE CEILING PLAN; SUPPORT ON GRID SYSTEM PER REFLECTED CEILING DECORATIVE CEILING CLOUD PER REFLECTED CEILING KNIFE EDGE; SEE 7/A6.01 FOR MORE 10 GA LATERAL BRACING WIRES 2'-0" MAXIMUM 7/8" X 22 GA GALV. ACOUSTICAL PANELS PER PLAN ACCESS PANEL W/ FLANGE WITH OUTRIGGERS ACORDING TO PLAN PLAN DETAILS FROM CHANNEL INTERSECTION AT HAT FURRING TRIM. RATED WHERE REQ'D MANUFACTURER'S RECOMMENDATIONS. APPROXIMATELY 450 IN EACH DIRECTION. CHANNEL AT Z-O" LOCATED ON A 8!-0"X 12'-0" O.C. GRID AND A O.C. MAX. FLUSH W1 FINISHED CEILING MAX. 6'-0" FROM WALLS. 5/8" TYPE'X'GWB PER PLAN CEILING/ SOFFIT AND DETAILS CONSTRUCTION PER SECTION 2 TYPICAL DECORATIVE CEILING SECTION 8 GWB CEILING BRACING (7 KNIFE . EDGE CEILING CLOUD DETAIL 6 CEILING ACCESS PANEL \A 01 Scale: 1 v-0" A6-01) Scale: 1/4" = 11-011 A6-01 Scale: 6" V-0" ',,A-6-OV Scale: 3" 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 8 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 3 2015 PERMIT CENTER C:\Users\ebrouillefte\Documents\A15-280 Universal Building Systems CENTRAL—ebrouilleffe.rvt 11- W U) W L x 0 0 LL rn is O LU z 00 c 0 M M Cif Cp N Ln VI 07 W z 0 V0 00 CD 10, �cn 7TC REGI#16 ARCHITECT Dnlb S. -lpMf�,xw 0; WASiINGTO IN REV DESCRIPTION DATE BLDG PERMIT 9/4/2015 SUBMITTAL 1 BLDG PERMIT 10123/2015 RESUBMITTAL DETAILS N1 PROJECT NUMBER: AIS-280 09/0412015 @ FREIHEIT & HO ARCHITECTS, INC., P.S. CASEWORK GENERAL NOTES ............. ............ .. VIF 1. THE LAMINATE BOND TO THE SUBSTRATE SHALL BE ACCOMPLISHED WITH A WATER-RESISTANT ADHESIVE. 6-1 PROVIDE LOCKABLE PLASTIC D LAMINATE BUILT-IN B/B/F CABINET T 2. CABINETS TO BE CONSTRUCTED OF 3/4" MDF. INTERIORS ARE TO BE MELAMINE CLAD (WHITE). UNLESS 1" TYP, OTHERWISE NOTED, EXTERIORS ARE TO BE PLASTIC LAMINATE CLAD. ALL SHELVING TO BE 3/4" MDF WITH WHITE 8 — 11 r "., i ! . ; RUBBER NOSING AND MELAMINE SURFACES (WHITE) TOP/BOTTOM, BACK. SHELF TO BE SUPPORTED BY HEAVY DUTY A6.02 . MOCKETT MAX2/A-94 METAL GROMMET ADJUSTABLE SYSTEM (1 INCREMENTS). MAXIMUM SHELF LENGTH TO BE T-0'.. E SALVAGED PLASTIC LAMINATE WOOD LAMINATE 2'41 ROCKLER ORGANIZER DRAWER; 68264 CLAD COUNTERTOP & BACKSPLASH 3. VERIFY ALL DIMENSIONS ON SITE. PLASTIC LAMINATE COUNTERTOP 4. PROVIDE BLOCKING AT ALL WALLS SUPPORTING WALL CABINETRY, BASE CABINETRY, AND SHELVING. . . ............... ......... ........... ... ... ............ ... . ....... . .................... ....... . ...... ............ ........ .... .... ............. . ....... .... - 5. TYPE OF CONSTRUCTION TO BE FLUSH OVERLAY UNLESS OTHERWISE NOTED. ....... . .. .. .. . ...... .... .... ........... ............ 6. ALL CABINETRY ENDS SHALL BE SCRIBED TO WALLS. WOOD WOOD LAMINATE TRANSACTION TOP LL 7. HARDWARE: LAMINATE HINGES: EUROPEAN FULLY CONCEALED TYPE, SELF -CLOSING, HEAVY-DUTY .............. . ..... .. .. ... ... . . .... - ............ . .. .......... ...... .... DRAWER SLIDES: HEAVY-DUTY ROLLER BEARING EPDXY COATED STEEL SLIDES, PLASTIC LAMINATE RECEPTION DESK BOTTOM -MOUNTED. PROVIDE FULL EXTENSION -SLIDES ON ALL DRAWERS. PULLS: WIRE PULLS; 5/8" CENTERS, BRUSHED STEEL. in SALVAGED 1/4" NON -SLIP c\1 F ACCESSIBLE PARALLEL APPROACH RUBBER PAD ......... ......... 8. REFER TO FINISH SCHEDULE ON A9.0 FOR PLASTIC LAMINATE FINISH. PROVIDE ENOUGH CLEARANCE SOI C FLAT FILES BELOW 9. ALL SURFACES AND EDGES EXPOSED TO VIEW SHALL RECEIVE PLASTIC LAMINATE FINISH U.N.O.. TO OPERATE DRAWER. SALVAGED COUNTERTOP 10. ALL CABINETS TO BE CONSTRUCTED PER AWI MANUAL, 7TH EDITION, TO CUSTOM GRADE SPECS. 6-211 1 l-6" SOIC FLAT FILES 11. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL PRIOR TO INSTALLING CABINETS. L— — — — — — — - J RECEPTION DESK FRONT 4 ENLARGED RECEPTION DESK PLAN K-3-� FLAT FILE DETAIL ENLARGED FLAT FILE PLAN (-2-� �A_6-�) Scale: 1/2" = l'-O" �,02 Scale: 3/8" = 1 '4' scale: 6" 1'-0" �A6.02 Scale: 3/8" 1'-0" cn LL 2'-7" SEE STANDARD QUARTZ COUNTERTOP U) X �e (D �o 00 I CABINETRY N & RETURN �ow ":c a: _N Mo 0 W LL A COUNTERTOP AND BACKSPLASH *j ....... ..... BLOCKING AS REQ'D, TYP ADJUSTABLE SHELF; TYP. GROMMET PLAN PLASTIC LAMINATE COUNTERTOP BEYOND 8 1A6.02�) 71-81' DRAWERS; LL 011 61-2" W PROVIDE SHOP < co PLASTIC LAMINATE WOOD LAMINATE DRAWINGS TO UPPER CABINET DRAWER PER PLAN ACRYLIC PANELS W/ WOOD LAMINATE COUNTERTOP ARCHITECT TO I" DIA STAINLESS VERIFY LOCATIONS OUTLET STEEL STANDOFFS; PLASTIC LAMINATE C.4 MOCKETT MP139, LOW PLASTIC LAMINATE COUNTERTOP PLASTIC LAMINA1 \ .... ....... .. ... ....... PROFILE MULTI- COUNTERTOP r= 3/4" PLASTIC LAMINATE PURPOSE STANDOFFS PENCIL DRAWER EE BLOCKING AS REQUIRED CLAD BOARD IN SATIN ALUM. W/ 1/2" H BARREL PLASTIC LAMINAI BLOCKING AS BOX FILE CABINE REQUIRED JE ........ ......... .. ................................ .. ............ . PLASTIC LAMINATE WOOD PLASTIC LAMINATE CIIA UNDERCABINET LIGHT RUBBER BASE 7' A v PER SHEET A7.1 ................... ................... .. .. ... . ................. . . ............... RUBBER BASE RUBBER BASE SCHEDULED SEE STANDARD CABINETRY NOTES 1 -0" l'-7" BASE AND 2" VALANCE -1" SCRIBE FLOOR 10 CASEWORK SECTION (DRAWERS) (�j:) UPPER CASEWORK SECTION RECEPTION DESK SECTION (-7'� RECEPTION DESK SIDE RECEPTION DESK BACK \ �.02 Scale: V=l'-C)" �-02 Scale: V=l'-O" �-02 Scale: V=l'-O" �-02 SCale: 1/2"=l'-O" �-02 Scale: 1/2"=1'-0" ADJUSTABLE SHELF; TYP. SEE STANDARD CABINETRY NOTES ......... . ;o cn PLASTIC LAMINATE UPPER CABINET BLOCKING AS REQ'D co U) UNDERCABINET 'E. SHEET LIGHT PER SH I 00 x cn VALANCE A7.1 w 21-661' REVIIEWED FOR owx F- -=! CODE COMPLIANCE CODE g APPROVED App, COUNTERTOP BACKSPLASH FRE OCT0 CT 8 2015 CN City of Tukvvib BUILDING DIVISION DRAWERS; PROVIDE SHOP DRAWINGS TO ARCHITECT TO VERIFY LOCATIONS SCHEDULED RECEIVED BASE AND CITY OF TUKWILA FLOOR BLOCKING AS ..... .... ......... . ......... REQ'D OCT 2 3 2015 PERMIT CENTER 11 CASEWORK SECTION TYPICAL 1�\62 A Scale: 11 --o" C:\Users\ebrouillefte\Documents\Al5-280 Universal Building Systems CENTRAL—ebrouillefte.rvt ao OP log W 0 aIL z J U) Z ca I% j z Ea kN;. 00 �c C., uas Ln eq q+ E V: Z co E rhm JS 14 LU z 7 ch c, 0 Ln ki W11, f T11L` cl�l 2 ARCHITECT k I ID DA REV DESCRIPTION DATE BLDG PERMIT 9/4/2015 SUBMITTAL I BLDG PERMIT 10/23/2015 RESUBMITTAL DETAILS A6w02 PROJECT NUMBER. AI5-280 09/0412015 @ FREIIHEIT & HO ARCHITECTS, INC., P.S. 1 REFLECTED CEILING PLAN - LEVEL 01 A7.00 Scale: 3/16" = T-0" 3.1 --- I I EXP �0 SS UCT I ..._ ...... -- ACT ac4 EQ 91-D" 90_0" EQ +10'b'AFF I ._..- -- - --------......-- ........_... - T / --..... _.............. ----._..._I_._._._--- ACT2.0 -------- _ ACT2X4 \ +10'-6"AFF M ....... ......._. __ / M I � � I I EXPTOSTRUCT `o EM /.../._'_._.. _.._ _......_............\_\® ........... ......................... ... ®._._...._.:.__... / o -------------------------I------------- -- I- I f / / DAYLIGHT ZONE 196 SF I ACT 2x4- +10'-6' AFF- _.. :........................................ - -- _....... ..................................._.._ i - - CJ GWB +g-0' AFF 2 REFLECTED CEILING PLAN - MEZZANINE LEVEL 02 A7.00 Scale: 3/16" =1'-0" A --A ,-� / ,-I\ , aUs' rs\ejzg illejt m 1"- 80 Universal Building Systems CENTRAL_ebrouillette.rvt 2012 IBC MEANS OF EGRESS ILLUMINATION - A-'%7�006-11 1Wffm1fiationn requ red. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illumin te-the followin as; 1. Aisles and unenclosed stairways of rooms that,' egress.require reansuf 2. Corridors, exit nclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings ... for exit discharge doorways.'.. 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. Al F: RCP GENERAL NOTES ~ _ W co a- C F 1. ALL NEW SWITCHES SHALL BE AT 48" A.F.F. UNLESS NOTED OTHERWISE. Uj 0) z' 2. SEE DETAIL 1/A6.01 FOR ACOUSTIC CEILING SUPPORT AND BRACING. IN LIEU OF 2" PERIMETER TRACK USE ARMSTRONG BERC E47 QC LLI N CLIP PER 3/A6.01. SEE DETAIL 18/A6.01 FOR GWB CEILING SUPPORT AND BRACING. W /� 3. MODIFY SPRINKLERS AS REQUIRED FOR NEW CEILINGS; SPRINKLER SYSTEM TO BIDDER -DESIGNED AND UNDER A SEPARATE s^.'w Q J PERMIT.''" Z , 4. ALL SWITCH PLATES, TOGGLES, AND DIMMERS SHALL MATCH BUILDING STANDARD. Im 1 > > ~ 5. NOT USED. 6. CONTRACTOR TO PROVIDE AND INSTALL ALL FIRE ALARMS, DETECTION DEVICES & HORN/STROBES. PROVIDE EMERGENCY v W LIGHTING THROUGHOUT OFFICE. 7. ALL MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS TO BE BIDDER -DESIGNED. SUBCONTRACTOR SHALL BE= _= RESPONSIBLE FOR PREPARATION OF DESIGN PLANS AND ENGINEERING AND PERMITS.` O » N 8. HVAC NOISE CRITERIA: ti:: `•:' 4 1, DISCHARGE SOUND BASED ON FOLLOWING ARI 885 ATTENUATION CONDITIONS:A. ENVIRONMENTAL EFFECT: PER ARI 885;M B. ROOM EFFECT: 3000CU. FT. SPACE,10 FT. FROM SOURCE. 1) 0.5"SP: NC21 °f 2) 1.0 SP: NC 25. , 2. RADIATED SOUND A. BASED ON THE FOLLOWING ARI 885 ATTENUATION CONDITIONS: 1) ENVIRONMENTAL EFFECT: PER ARI 885 2) DUCT LINING: 5 FT. OF ONE INCH FIBERGLASS 4 E;� 3) END REFLECTION: 8 INCH TERMINATION TO DIFFUSER ' 4) FLEX DUCT: 5 FT. B. ROOM EFFECT: 3000 CU. FT. SPACE,10 FT. FROM SOURCE 1) 0.5" SP: NC 21 a ^m A 9. PROVIDE TRAPEZE PIPE HANGERS FOR SUSPENDED PLUMBING PIPE._._ 10. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL, DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING; MECHANICAL, FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS NOT TO CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINARIES.'�� 11. ALL G.W.B. CEILINGS TO BE FINISHED TO LEVEL 4 PER FA-214. 12. LIGHT FIXTURES NOT LOCATED ON PLAN ARE TO BE CENTERED IN CEILING OF ROOM. u, 13. ALL LAMPS TO HAVE 3500K COLOR TEMPERATURE. 14. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND COVERED FINISHED WITH ONE COVER PLATE U.N.O. 15. PROVIDE ADDITIONAL SWITCHING CONTROL REQUIRED BY NREC. u 16. LIMIT SWITCH CONTROL TO 80% LOAD OF A 20 AMP CIRCUIT. PER NREC 1513.2 s. a 17. WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE INTERIOR LIGHTING SUMMARY ATTACHED SEPARATELY. " LL 18. REPAIR ALL DAMAGED OR DISCOLORED GWB CEILING. ita 19. SUBMIT HVAC PLAN SHOWING DIFFUSERS, RETURNS, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO ARCHITECT AND TENANT FOR REVIEW PRIOR TO PERMITTING. 'M '` € 00 r : N CA 20. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, SPRINKLERS, HVAC, ti; Oct AND/OR EXISTING CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECTS PROPOSED CEILING GRID/PANEL LOCATIONS AND ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. - " c RCP LEGEND NO WORK THIS AREA NEW 2'x4' FLUORESCENT LIGHT FIXTURE (2) 28W T-5 LAMPS a z NEW ACOUSTICAL CEILING EXIT SIGN TILE GRID ® N W SUSPENDED LED EXIT SIGN WITH PENDANT FIXTURE (38W LED) EMERGENCY LIGHTS NEW RECESSED LED 13W LED KK `" DOWNLIGHT ( ) � EXISTING EMERGENCY O NEW PENDANT LIGHT (28W CFL) EM LIGHT WIRED W/ BATTERY BACKUP NEW HIGH BAY PENDANT LIGHT (150W LED) BEM EXISTING WALL SCONCE EMERGENCY LIGHT WIRED NEW DECORATIVE PENDANT W/ BATTERY BACKUP LIGHT (21W LED) NEW SWITCH WITH MOTION EM INDICATES EMERGENCY LIGHT M DETECTOR FIXTURE W/ 90 MINUTE BATTERY BACKUP $ 3 NEW 3-WAY SWITCH NEW SWITCH GEM REFLECTED CEILING PLAN KEYNOTE LEGEND KEYNOTE DESCRIPTION GP-01 BULKHEAD @ 10'-0" AFF CP-02 GWB FURRING UNDER STAIR TO ENCLOSE CP-03 SUSPENDED CEILING CLOUD CP-05 (E) SKYLIGHT, TO REMAIN �s F CP-07 UNDERSIDE OF STAIR LANDING REGISTERED CP-08 EXISTING ROOF DECK WITH CONTINUOUS R-30 RIGID INSULATION ABOVE CP-09 FOR LIGHTING WITHIN THE PRIMARY DAYLIGHT ZONE AS INDICATED, PROVIDE HIiIECT SEPARATE AUTOMATIC DAYLIGHTING CONTROLS PER WA STATE ENERGY CODE SECTION C405.2.2.3.2 E = ��i�'EC3FWA;iHIPdGTO�! ENERGY CODE MD ECIR y INTERIOR LIGHTING POWER ALLOWANCES TWATTS OMPLIANCE < PER IECC TABLE C405.4.2 (SPACE -BY -SPACE METHOD)POVCa REV DESCRIPTION DATE SPACE TYPE SQ.FT. LPD FACTOR(W/SF)REQUIRED BLDG PERMIT 914/2015 28 2015suBMITTAL CONFERENCE 190 SF 1.23 23u: 1 BLDG PERMIT 10/23/2015 RESUBMITTAL CORRIDOR 425 SF 0.66 28®^�'ukwilLOBBY 201 SF 0.90 18NG DIVISION OFFICE ENCLOSED 657 SF 1.11 729 WATTS g OFFICE OPEN 424 SF 0.89 416 WATTS RECEIVED ~ �. RESTROOM 121 SF 0.98 119WATTS CITY OF TUKWILA REFLECTED CEILING STAIRWELL 72 SF 0.69 50 WATTS OCT 2 3 2015 PLAN STORAGE ROOM 919 SF 0.63 579 WATTS WAREHOUSE 2694 SF 0.58 1563 WATTS, PERMIT CENTER (MED-BULKY)A7mOO TOTAL ALLOWED: 4150 WATTS PROJECT NUMBER: A15.280 09/04/2015 ,i © FREIHEIT & HO ARCHITECTS, INC., P.S. I RESTROOM KEYNOTE LEGEND KEYNOTE DESCRIPTION TR-01 TOILET TR-02 SINK TR-03 GRAB BARS; BOBRICK TR-04 TOILET PAPER DISPENSER, BOBRICK TR-05 MIRROR, ADJUSTABLE TILT; BOBRICK TR-06 TOILET SEAT COVER DISPENSER; BOBRICK TR-07 HAND SOAP DISPENSER; BOBRICK B021 11 CLASSIC SERIES SURFACE MOUNTED TR-08 PAPER TOWEL DISPENSER; BOBRICK B-3947 CLASSIC SERIES RECESSED TR-10 PLASTIC LAMINATE WAINSCOT TO 5'-0" AFF, STAINLESS STEEL TOP TRIM PIECE, TYP TR-10 TR-1 1 COVED 6" VINYL BASE, STAINLESS STEEL TOP TRIM PIECE, TYP TR-12 PAINT F -7 TR-1 L (TR -LO _8 ZD RM 107 FRONT ELEVATION RM 107 SINK SIDE ELEVATION (T' RM 107 BACK ELEVATION r2 107 TOILET SIDE ELEVATION M5 A1.10 Scale: 1/4" 1'4' S Scale: 1/4" 1'4' �-00 Scale: 1/4" 1 '-Y' �\ �-00 Scale: 1/4" 1'4' TR-07 -(-TR--10-) RESTROOM RESTROOM L .......... ---------- 8 (�1�o RM 106 BACK ELEVATION RM 106 SINK SIDE ELEVATION (_8 RM. 106 FRONT ELEVATION 7 RM 106 TOILET SIDE ELEVATION _j_ �,00sc Scale: 1/411 1 1-011 Scale: 1/4" 1'-01' A8.00 11.011 Scale: 1/411 .00 A82 Scale: 1/4" 1'-01' N G [�4 7 4(� 9 i; TR OS 10 NON GLARE SURFACE MIN. 16"-18" M� MIN, 0 RESTROOM IDENTIFICATION SIGNAGE WITH PICTOGRAM WHERE REUD. APPEAR ON MINIMUM 6" HIGH O CLEAR FIELD, COLOR CONTRAST uu INTERNATIONAL SYMBOL OF ACCESSIBILITY (I.S.A.) MOUNT ON THE TOILET ROOM WITH BACKGROUND TR-05 MLE WLE ENTRANCE DOOR WALL ON THE LATCH SIDE _j OF THE DOOR. IF ADEQUATE ROOM IS NOT Lo LAVATORY CLEAR PROVIDED ON THE LATCH SIDE OF THE DOOR, THE SIGNAGE IS REQUIRED TO BE PROVIDED TACTILE CHARACTERS, 5/8" MINIMUM CAP HEIGHT, RAISED 911 ON THE NEAREST ADJACENT WALL. 1/32" MINIMUM, FULL CAPS, SANS 12" MIN. 24" FLOOR SPACE IN. J m7 SERIF, COLOR CONTRAST WITH ROOM IDENTIFICATION SIGNAGE SHALL BE BACKGROUND Z 2� CCR) MOUNTED AT 60" A.F.F. TO THE BOTTOM OF GRADE 2 BRAILLE ALTERNATE LOCATION TEXT OR CHARACTERS. THE I.S.A. SIGNAGE op ;o ---- :;t C'4 SHALL BE MOUNTED IMMEDIATELY ABOVE THE SIGN CONSTRUCTION PER It I i 1, 4- RESTROOM ROOM IDENTIFICATION SIGN. LL� SPECIFICATION - - 107 L . . . ... 1L ------- I- HIGHEST < !� LU 0:_ 3 1 . ' " -:"-6" J7 '1 "it, Iov(3 - _itN OPERATING HI CONTROL OPERA 1 ING 48" CLEAR MIN. 411 MAX PATH OF PROTRUSION WATER CLOSET CLEAR \2 A8.00 4 CONTROL TAMPONS HIGHEST OPERATING TRAVEL FOR PROTRUSION '2 RESTROOM SIGNAGE 2 DA8Scale: FLOOR SPACE 5 CONTROL FROM FACE OF ACCESSORIES ACCESSORY 4" HIGHER THAN 27" BEYOND 4" MUST HAVE Co .00 6" 1'4' z PORTION OF 6 DOOR CL �R EA 0011n 0 ACCESSORY ACCESSORY A FLOOR SPACE Uj Mil :> Uj _j BELOW 27" -NOTE: SEE DETAII1 2 A8.00,, __j Lj_ LL_ < 0 Uj _j ADDITIONAL SIGNAGE REQUIREMENTS U_ Uj of C11 WALL PER PLAN 0 CERAMIC TILE WHERE OCCURS PER + + TAMPON PAPER TOWEL SOAP PAPER TOWEL HAND DRYER MIRROR FOLD DOWN TOILETACCESSORY WARM -AIR DRYER RESTROOM SIGNAGE I.D. DRAWINGS DISPENSER DISPENSER/ DISPENSER DISPENSER BABY CHANGING MOUNTING DETAIL (�A8 �OO A 6 RESTROOM ADA PLAN Scale: 1/4" l'-O" WASTE CONTAINER STATION V ESCHUTSEON COVER PLATE Scale: 3/8" 1 '4' 39" - 41 ALTERNATE DISPENSER MIN. LOCATIONS THRU BOLTS 1/2" MAX. 42" NAPKIN 13/8" INSIDE RADIUS 16 GA. STL. (TYP-) MIN. DISPOSAL APPROVED "FIRE SCHEDULED 1 1/4"A 1/2" O.D.STAINLESS STUDS oo 24 EXTINGUISHER' DOOR STEEL TUBING W1 1/8"THK. X 3" o J MIN. INSULATE HOT SIGNAGE; 3" HIGH WHITE HELVETICA FLANGES FASTEN TO BACKING TUBE STEEL W/ ANCHOR BOLTS oo I 1, 0 F_ IF— 3611 MIN. 4-1/211 MAX. 1 :2� WATER & DRAIN WATER PIPES PIPES LETTERING ON RED LIGHT SWITCH; BACKING OF 8712" WALL -MTD. DOTTED LINE AS REQUIRED 4"x1-1/4'x16GA. L oo TRACK CHANNEL PRE DRILL CONT. 6"xlil" GA. STIFFENERS WELDED _N :2 0 1�2 SIGN. PROVIDE 6' 6" .............. TELEPHONE JACK SIGNAGE ON ALL INDICATES PLAN 4"X1-1/4"X16 GA. TRACK CHANNEL oo 2 #12 SCREWS PLATE MIN. TOP & BOTTOM T. PLATE 3 STUD BAYS L_ L_ 1 0 T CE LOCATION OF AS SHOWN __j _j FOUR SIDES OF LARGER PLAT, PER ATTACHMENT 12 -0 ;2� M CO 0 04 M COLUMN THERMOSTAT . ..... . FORGANGED ENCLOSURE PLAN SECTION Cn 04 WHEN SWITCHES 1 1/2" 6"X14 GA. BACKING PLATE, CONT. Vx14 GA. FIRE EXTINGUISHER HARDWARESET SEE DETAIL PLATE URINAL WATER CLOSET & WATER -1/2" �9 WALL MOUNTED TOILET PAPER S.M. TOILET OCCURS AT COLUMN. AS SCHEDULED -------------- LL: i 1 LL: GRAB BARS SIDE VIEW CLOSET & GRAB BARS LAVATORY DISPENSER SEAT COVER DISPENSER BUILDING STANDARD ELECTRICAL REVIE WED FOR 4"xl-1/4"A6 GA. TRACK CHANNEL SIGN _] FRONT VIEW FIRE EXTINGUISHER /DATA 311 CODE COMPLIAN(toE STIFFENERS WELDED TO 2 #12 F.H.S.M.S. @ • CABINET OUTLETS APPROVED CONTINUOUS PLATE AS SHOWN TOP & BOTTOM WHEN LOCATED AT C� CL COLUMNS, CABINET METAL SLEEVE I_ OCT 2 8 2015 OF 14GA. PLATE PRE -DRILL o AND SIGNAGE TO BE NOTES: SECTION CENTERE ON 1. BACKING PLATE FOR ALL GRAB BARS. ED Co (D COLUMN CE ENCLOSURE, City of TukWila 2. USE #12 SELF -TAPPING SHT. MTL. SCREWS WHEN ATTACHING ITEMS �o ............ - ....... ...... TYPICAL, U.N.O. TOILET PAPER DISPENSER PER BUILDING DIVISION TO BACKING PLATE. 3. WALL STUD FLANGES ARE CONTINUOUS. RECEIVED CITY to Cn 0 04 SCHEDULE 4. VERIFY LENGTH, HT., LOCATION OF BACKING PLATE AND NUM OF TUKWILA NUMBER fi- NOTE: INSTALL LOCAL ELECTRICAL AND DATA/ NOTE: HEIGHTS ARE AS SHOWN REQUIRED. BACKING PLATE SHALL BE SECURED TO MIN. 3 STUDS. PHONE OUTLETS AND SWITCHPLATES AT NEAREST UNLESS NOTED OTHERWISE STUD FROM SCALED LOCATION ON PLAN UNLESS 5. STUDS SHALL BE FULL HEIGHT OR ADEQUATELY BRACED TO OCT 2 3 2015 SHELF MOPANDBROOM COAT HOOK BRACKET FIRE FIRE EXTINGUISHER SWITCHES RECEPTACLE THERMOSTAT DRINKING FEMININE NAPKIN HOLDER EXTINGUISHER CABINET FOUNTAIN DISPOSAL SPECIFICALLY DIMENSIONED. A SECTION V STRUCTURE PERMIT CENTER TYPICAL FIXTURE MOUNTING HEIGHTS (_18 STANDARD MOUNTING HEIGHTS GRAB BAR DETAIL GRAB BAR BACKING A28 00 Scale: 6" = 1 1.011 A8.00 Scale: 1/211 = 1 1-011As.00 Scale: 3" = 1 1-011 Scale: 3/8ff = 11-011 C:\Users\ebrouillefte\Documents\AI5-280 Universal Building Systems CENTRAL-ebrouillette.rvt LLI c c i� t2l' LU 0 Co 11% I= ul ch 3: ul > A 4E �L`, U) z Z _z, J z 2�,Z rvA 04 Yl� ISMLA ,m�U_ U) LU LU z tm 9 Ln Cl 0 OEM omm L6 AE7 MM w_1W'E_REQ A90HITECT DAM 3. HILS qE REV DESCRIPTION DATE BLDG PERMIT 9/4/2015 SUBMITTAL I BLDG PERMIT 10/23/2015 RESUBMITTAL ENLARGED RESTROOM PLAN AND ELEVATIONS "s. A8m00 PROJECT NUMBER: A15 -280 09104/2015 @ FREIHEIT & HO ARCHITECTS, INC., P.S. SALVAGED PLASTIC LAMINATE COUNTERTOP CLAD BOARD SOIC FLAT FILES `5� PLAN ROOM - COUNTER A FLAT FILES �8-01,) Scale: 1/4" = 1'l w C:\Users\ebrouillefte\Documents\A15-280 Universal Building Systems CENTRAL—ebrouillefte.rvt (3 w W a w 12'-0" (6) EQUAL VIF 9 A6O2 --� PLAN ROOM - CASEWORK 4 A8-01,) Scale: 1/4" = l'i - SOIC (2) PLOTTERS PLOTTERS ADJUSTABLE SHELVING PLAN ROOM - CASEWORK A8.01) Scale: 1/4" = 11-011 RECEPTION CASEWORK A8.09 Scale: 1/4" = l'i = Tw CID w r LU 0 6 LU JOISTS PER U! Ni STRUCTURAL :gypL > j PAINT PER Z FINISH PLAN -Off �, a, JOIST PER STRUCTURAL ALIGN W/ T.O. (E) Ix j STOREFRONT EXPOSED STUDS @ 16" O.C., PER PLAN I II II II I PAINT PER OPEN TO HALLWAY FINISH PLAN ACRYLIC I II II N HANDRAIL TO STAIR BEYOND PANELS 4' MOUNTED ON EXPOSED STUDS, 1/4" SALVAGED GAP TYP --- BARN DOOR & Uj0 I II II II I RELITE r OF C2. GH-2 6M 3K IM 00 RECEPTION - EXP. STUD WALL K; Z" A8.)01 Scale: 1/4" = Tl 00 rq tit» 3: z Co Ch C4 Ln ■ MC 5312 Am ISM N REGISTL ED ARCHITECT R . EVItWED FOR CODECOMPLIANCE 'APPROVED OCT 2 8 2015 I . CkYoffukwfla BUILDING DIVISION V2. M` REV DESCRIPTION DATE BLDG PERMIT 9/412015 SUBMITTAL 1 BLDG PERMIT 10/23/2015 RESUBMITTAL {Z; ce,U RECEIVED CITY OF TUKWILA INTERIOR ELEVATIONS OCT 2 3 2015 PERMIT CENTER 4Z A8o01 AIS-280 0910412015 PROJECT NUMBER: @ FREIHEIT & HO ARCHITECTS, INC., P.S. DOOR SCHEDULE DOOR LOCATION DOOR SIZE DOOR FRAME ROOM DOOR DOOR FRAME FRAME DOOR # NUMBER ROOM NAME DOOR TYPE WIDTH HEIGHT THK. MATERIAL FINISH MATERIAL FINISH HARDWARE NOTES 001 001 WAREHOUSE B 3'-0" 7'-0" 1 3/4" EXISTING EXISTING EXISTING EXISTING HS-1 (E) EXIT DOOR 002 001 WAREHOUSE H 12'-0" 14'-0" 2" EXISTING EXISTING EXISTING EXISTING -- (E) OVERHEAD ROLL -UP DOOR TO REMAIN AS -IS 003 001 WAREHOUSE B 3'-0" 7'-0" 1 3/4" EXISTING EXISTING EXISTING EXISTING HS-1 (E) EXIT DOOR 100 100 MAIN FLOOR D 3'-0" 7'-0" 1 3/4" HM PAINT HM PAINT HS-5 100A 100A STORAGE E 3'-0" 7'-0" 11/2" WOOD STAIN HM PAINT HS-6 101 101 RECEPTION A 3'-0" 7'4" 1 3/4" EXISTING EXISTING EXISTING EXISTING HS-1 (E) STOREFRONT ENTRY DOOR 102 102 CONFERENCE J 3'-4" 7'-0" 2" WOOD STAIN HM PAINT HS-8 SOIC REPURPOSED BARN DOOR -GC TO SALVADGE FROM EXISTING 103 103 OFFICE D 3'-0" 7'-0" 13/4" HM PAINT HM PAINT HS-5 104 104 FILES C 3'-0" 7'-0" 13/4" WOOD STAIN HM PAINT HS-3 105 105 IT G 2'-10" 7'-0" 13/4" WOOD STAIN HM PAINT HS-3 106 106 RESTROOM B 3'-0" 7'-0" 13/4" HM PAINT HM PAINT HS-4 107 107 RESTROOM C 3'-0" 7'-0" 13/4" WOOD STAIN HM PAINT HS-4 108 108 PLAN STORAGE C 3'-0" 7'-0" 1 3/4" WOOD STAIN HM PAINT HS-3 109 109 PLAN ROOM B 3'-0" 7'-0" 1 3/4" HM PAINT HM PAINT HS-5 200A 200A STORAGE F 7'-2" 7'-0" 11/2" WOOD STAIN HM PAINT HS-7 201 201 OFFICE C 3'-0" 7'-0" 13/4" WOOD STAIN HM PAINT HS-2 202 202 OFFICE'. C 3'-0" 7'-0" 1 3/4" WOOD STAIN HM PAINT HS-2 203 203 CEO OFFICE C 3'-0" 7'-0" 1 3/4" WOOD STAIN HM PAINT HS-2 204 204 OFFICE C 3'-0" 7'-0" 13/4" WOOD STAIN HM PAINT HS-2 205 205 STORAGE B 3'-0" 7'-0" 13/4" HM PAINT HM PAINT HS-5 WALL CONSTRUCTION PER PLAN SLIDING BARN DOOR PER DOOR SCHEDULE ADAIANSI COMPLIANT DOOR PULLS 'MIN. CLEAR DIMENSION WHEN DOOR IS FULLY OPENED AND STOPPED BY BUMPER SHOE. DOOR OPENING SHALL HAVE A MINIMUM OF 32" CLEAR WHEN FULLY OPENED. /_Tfl 111,10 fl 4649q 014/1011 � HS-1 ADD TO EXISTING: 1 ELECTRIC STRIKE (FAIL -SECURE) 1 CARD READER HS-2 2 PAIR BUTT HINGES 1 LEVER LOCKSET (OFFICE FUNCTION) 1 DOOR STOP (WALL MOUNTED) 1 SET SILENCERS HS-3 2 PAIR BUTT HINGES 1 LEVER LOCKSET (STORAGE FUNCTION) 1 DOOR STOP (WALL MOUNTED) 1 SET SILENCERS 1 CLOSER W1 STOP FUNCTION HS-4 2 PAIR BUTT HINGES 1 LEVER LOCKSET (PRIVACY FUNCTION W/ LOCK INDICATOR) 1 DOOR STOP (WALL MOUNTED) 1 SET SILENCERS 1 OVERHEAD CLOSER WALL PEF 20 GAUGE STUD TO I HEADER DIRTT WA CENTEREI HS-5 2 PAIR BUTT HINGES 1 LEVER LOCKSET 1 DOOR STOP (WALL MOUNTED) 1 SET WEATHER STRIPPING 1 SURFACE MOUNTED CLOSER 1 DOOR SWEEP HS-6 3 PAIR BUTT HINGES 1 HEAVY DUTY BI-FOLD CLOSET DOOR TRACK 1 WIRE PULL HS-7 6 PAIR BUTT HINGES 1 HEAVY DUTY BI-FOLD CLOSET DOOR TRACK 1 WIRE PULL HS-8 1 MFGR'S SLIDING DOOR TRACK 1 MFGR'S TRACK COVER 1 MFGR'S DOOR ROOLER ASSEMBLY WITH ALIGNMENT PIN ON FLOOR 2 DIRTT DOOR PULLS 1 SET ACOUSTICAL SEALS WINDOW SCHEDULE MARK TYPE WINDOW SIZE FRAME FINISH NOTES WIDTH I HEIGHT S-1 I STOREFRONT I MATCH EXISTING I MATCH EXISTING MATCH EXISTING DIRTT SYSTE DOOR SCHEE PAINT' PER FI PLAN SCHEC BASE FINISH 20 BARN DOOR HARDWARE 1s BARN DOOR SECTION 18 BARN DOOR ELEVATION A9.00 Scale: 3" = 1'4' A9.00 Scale: 3" =1'-0° A9.00 Scale: 1/2" =1'-0" C:\Users\ebrouillette\Documents\A15-280 Universal Building Systems CENTRAL_ebrouillette.rvt I I C Vr DOOR LEGEND AND HARDWARE SCHEDULE ~ a ---- t ' U , SEE SEE PER SEE SEE SEE ' V SEE SCHEDULE SCHEDULE SCHEDULE PLAN SCHEDULE SCHEDULE SCHEDULE 1� IL t"Y» FnrW 1 J J Z w J J J J J 0 0 0 0 0 0 � m � w w w w w w G H z OCJ� / w U) v7 U) cn u7 m 1 w w w w w w �... W U W (� ' _Z 1/4n SAFETY GLASS 1/4" SAFETY GLASS ALUMINUM H.M. DOOR BUILDING STANDARD H.M. DOOR WITH. WOOD BIFOLD DOOR WOOD DOUBLE BIFOLD z k'aa STOREFRONT WOOD DOOR FULL -HEIGHT DOOR ' SEE SCHEDULE SIDE LIGHT C,`� S I@ i. V. 4' 00 SEE w SCHEDULE � SEE SCHEDULE w § U rn w w \\ w w v> N Ab. 00 J V1 \ J N t w w Ln _ _ N cn U) , W W w w IV: >w V; � 1/4" SAFETY GLASS G O O 4 �u , LOUVERED WOOD DOOR OVERHEAD DOOR BARN DOOR DOORS GENERAL NOTES W « M r 1. ALL DOOR HARDWARE TO MEET REQUIREMENTS OF 2012 IBC WITH WASHINGTON STATE AMENDMENTS & OWNER'S BUILDING REQUIREMENTS.`_',- 2. ALL LOCKSETS SHALL BE OPERABLE FROM EXIT SIDE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE. LOCKS WILL RELEASE UPON PUSHING LEVER HARDWARE DOWNWARD ON THE EGRESS SIDE OF EVERY DOOR.- 3. ALL GLAZING IN DOOR SHALL MEET THE SAFETY GLAZING REQUIRMENT OF THE 2012 IBC SECTION 2406. :; e y 4. COORDINATE KEYING REQUIREMENTS WITH OWNER/TENANT. CONTRACTOR SHALL PROVIDE ALL LOCKSET CYLINDERS TO MATCH OWNER STANDARD. CONTRACTOR SHALL RE ALL DOORS TO OWNER'S -KEY MEET REQUIREMENTS. HARDWARE SUPPLIER SHALL PROVIDE CONSTRUCTION KEYS TO CONTRACTOR AND 4 (FOUR) SETS OF PERMANENT KEYS TO TENANT. [ {t' f 5. PROVIDE 1/4" MAXIMUM CLEARANCE BETWEEN DOOR AND FLOOR FINISH MATERIAL. 6. WOOD DOORS AND METAL FRAMES, AND METAL RELITE FRAMES SHALL MATCH BUILDING STANDARD FINISH AND SPECIES. FRAME PROFILE TO MATCH BUILDING STANDARD. REPAIR AND REFINISH ALL EXISING DOORS TO LIKE -NEW CONDITION. 7. HARDWARE TO MATCH BUILDING STANDARD AND FINISH. WINDOW LEGEND z IBC 2012 CODE :CODE or STAND, _ ...... _.... SYSTEIIAND MATERIAL REFERENCE REFERENCE s Structural steel members, layout, and details 1705 �.1 AISC 360 _.. . Roof and floor steel deck Welder qualifications Welding procedures 1705.2.2.1 AWS 131.3 .......... Weld materials REM IRKS Verify member sizes, layout, and connection details. Review welder qualification card for each welder. Verify on site welding procedures for each type of -weld. Verify manufacturers certificate of compliance. Complete and partialjoint penetration groove welds X --- 144uki-passfilletwelds X -- Provide visual inspection for _ _ _ Single -pass fillet welds greaterthan 5116" 1705.2 2.1.1 AWS D1.3, X --- Ultra -sonic testing is required forcomplete and partial Phtg and slot welds X --- penetration groove welds. _ .... ..... Single -pass fillet Nvelds less than or equal to 5116" --- X WOOD Wood finning layout and details --- X Shear«alls and holdoNmi installation NDS --- X Verify that the member sizes and grades, structural panel _..... ..,..1_......__. .... 1705.5 _....... __. Roof and floor diaphragms SDPWS ? X thickness and grades, nailing size and spacing, and all other Connections for collectors, chords, and bracing --- ! X connections conform to the drawings POST LNSTALLID HO ANC RS Post -installed anchors orrebar installed in hardened 1705 1 Verify anchorproduct type, dimensions, hole preparation .. ... _.. , ICC Evaluation Report X --- concrete ormasonry 1703.4.2 # and condition, adhesive expiration dates, installation procedures, Powder Driven Fasteners. 1705.1 ICCEvahraton.Repoit -- X embedment, tightening torque, etc. comply with reports. . ............ FABRICATORS Verify that the fabricator is approved by the buildung official to perform -- j work Nxithout special inspection. If not approved the special Approval of fabricators 1704.2.5 - X inspector shall review the shop's fabrication and quality control ( procedures for compliance with this section. Special In spection/Testing Program Notes ....... 1. The special inspector shallbe a qualified person wiio shall demonstrate competence to the satisfaction of the Building Official for the type of inspections listed. 2. Ifnecessary, the contractor shall arrange a pre -construction meeting with the Architect Engineer, Building Official, Testing Agency to review the special inspection program. 3. Duties ofthe Special Inspector include, but are not limited to: r conformance with the approved permit plans and specifications. Discre encies shall be brought A. Observe the�orkfo c to the attention of Contractor for correction ,Euncorrected, PP In. P.. ...,.,,.._..p _...._ _.....__ pthen to the attention of the Architect, Engineer, and Building Official .__ _.... ....... .... .... . B. Issue Inspection Reports for each inspection to the Contractor, Architect, Engineer, and Building Official as a minimum. The reports shallbe issued in a timely manner. i C. The Special Inspector shall submit a final report stating whether the work requiting special inspection was inspected, whether the «ork was completed in conformance with the approved plans and specifications, and whetherthe -work was in conformance. with any applicable workmanship provisions of the applicable code orstandard. 4 Special inspections and testing requu�ments apply equally to allbtdder designed components. 5. Fabricators shall submit a certificate of compliance to the Building Official stating that wort: was completed nn accordance with the approved construction documents. ZD; INSPECTION FREQUENCY CONTINUOUS i PERIODIC STEEL -- ! X I TRUSSES CONTINUED: [NOTE: TOP CHORDS TO BE DOUGLAS FIR SPECIES OR HAVE A DENSITY OF 0.50G] TRUSS SUPPLIERS NOTE: THE TRUSS CONFIGURATIONS, INCLUDING DEPTHS AND MEMBER SIZES, SHOWN ON THE DRAWINGS INDICATE THE DESIRED TRUSS CONFIGURATION AND ARE TO BE COMPLIED WITH WHEREVER POSSIBLE. IF A TRUSS MANUFACTURER IS UNABLE TO MEET THE LOAD REQUIREMENTS SPECIFIED WITH THE TRUSS CONFIGURATION INDICATED, HE IS TO SUBMIT WRITTEN NOTICE TO THAT AFFECT TO THE ARCHITECT PRIOR TO SUBMITTING A COST PROPOSAL OR BID. IF A DIFFERENT SYSTEM IS PROPOSED THAT REQUIRES REVISIONS TO PRESENT STRUCTURAL FRAMING OR DETAILS, SUCH SYSTEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OF THE OWNER, ARCHITECT AND ENGINEER. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND TRUSS MANUFACTURER TO VERIFY THE WEIGHT AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO SUBMITTING SHOP DRAWINGS. IT SHALL BE NOTED IN THE TRUSS MANUFACTURER'S BID WHETHER OR NOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS. TRUSS SHOP DRAWINGS WILL NOT BE REVIEWED WITHOUT CALCULATIONS STAMPED BY A LICENSED STRUCTURAL ENGINEER. PARALLAM WOOD MEMBERS: 2.0E PARALLAM PSL MEMBERS AS MANUFACTURED BY WEYERHAEUSER AND FABRICATED IN ACCORDANCE WITH ICC REPORT ESR-1387. THE PARALLAM MEMBERS SUPPLIED SHALL PROVIDE STRESSES THAT MEET OR EXCEED THE FOLLOWING: BENDING Fb = 2900 psi HORIZONTAL SHEAR, Fv = 290 psi COMPRESSION PERPENDICULAR TO GRAIN PARALLEL TO WIDE FACE OF STRANDS, Fe = 750 psi COMPRESSION PARALLEL TO GRAIN, Fe = 2900 psi TENSION PARALLEL TO GRAIN, Ft = 2025 psi MODULUS OF ELASTICITY, E = 2000 ksi SPECIAL INSPECTIONS: SPECIAL INSPECTIONS PER IBC SECTION 1705. A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. SEE SPECIAL INSPECTION FREQUENCY TABLE ON THIS SHEET FOR BOTH ON SITE CONSTRUCTION AND OFF SITE FABRICATION. SHOP DRAWINGS: SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS CONSISTING OF REPRODUCTIONS OR COPIES OF ANY PORTIONS OF THE STRUCTURAL DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS NOR REVIEWED BY THE STRUCTURAL ENGINEER AS SUCH. 1) STRUCTURAL STEEL ITEMS 2) PLYWOOD WEB TRUSSES THE ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. VERIFICATION OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE NOT GUARANTEED BY THE ENGINEER OF RECORD. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY THE MANUFACTURER SHALL BEAR THE STAMP OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER AND BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR A CURSORY REVIEW FOR COMPLIANCE WITH THE INTENT OF THE STRUCTURAL DRAWINGS AND FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND TWO COPIES; REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. SPECIAL CONDITIONS: THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. MECHANICAL, FIRE PROTECTION AND ELECTRICAL SYSTEMS: IT SHALL BE THE GENERAL CONTRACTOR AND/OR SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY ENGINEERING AND CONSTRUCTION DOCUMENTS FOR THEIR SCOPE OF WORK. THIS SHALL INCLUDE THE DESIGN OF THEIR SYSTEM AND ANY REVIEW AND MODIFICATIONS OF THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTION DOCUMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT REQUIRED BY THEIR SYSTEM. STAIRS: STAIRS TO BE DESIGNED BY OTHERS. SHOP DRAWINGS ALONG WITH STRUCTURAL CALCULATIONS STAMPED BY A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. t f' REWEWED FOR CODE COMPLIANCE ' APPROVED }I OCT 8 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 3 2015 PERMIT CENTER GENERAL NOTES �t 0 ( C 03 tW CODE: INTERNATIONAL BUILDING CODE, 2012 EDITION f M OR G~,I CIOCA (14 BUILDING RISK CATEGORY = H ~ H LIVE LOADS: ROOF ................................................ 25 PSF SNOW LOAD WITHOUT DRIFT, IS = 1.0 C2 Q C1: WIND ................................................ 110 MPH ZONE, EXPOSURE "B" C-23P 0' Q OFFICE FLOOR ............................ 50 PSF PLUS 15 PSF PARTITION LOAD .:MLa >= Z 0A1.2 4 STORAGE FLOOR ........................ 125 PSF 001101 m SEISMIC DESIGN INFORMATION: �2 SEISMIC FORCE RESISTING SYSTEM IS A BEARING WALL SYSTEM WITH SPECIAL REINFORCED MCaLa�r CONCRETE SHEAR WALLS SPECIAL REINFORCED MASONRY SHEAR WALLS AND WOOD �MA GRAIMA SHEATHED LIGHT FRAMED SHEAR WALLS. THE STRUCTURE WAS ANALYZED USING THE Q 2 04 EQUIVALENT LATERAL FORCE PROCEDURE. 11 ., Z R = 5.0 no = 2.5 Ss=147.8% Sns = 0.985 0 Si = 55.3% SDI = 0.553 tviqdCa Cs = 0.197 C UP 141 '.1 03 Is = 1.0 LM Mr SITE SOIL CLASS = E MoNa 0.QI1 SEISMIC DESIGN CATEGORY = D C2 C2ca .1 Cal! CA F.-13C FOUNDATIONS: yield SOIL BEARING CAPACITY ASSUMED TO BE 2500 PSF PER THE ORIGINAL STRUCTURAL , , DRAWINGS DATED MARCH 27, 2014 AND REPORT JN10208, DATED SEPTEMBER, 2010 BY ., F-ACAQ, wit GEOTECH CONSULTANTS, INC. SOILS ENGINEER TO VERIFY IN FIELD. ALL FOOTINGS SHALL BEAR ON UNDISTURBED EARTH OR SOIL COMPACTED TO 95% MODIFIED PROCTOR PER ASTM fffri D-1557. ALL EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST ADJACENT 01 GRADE. CN CAC2 ANCHORAGE TO CONCRETE: EXPANSION BOLTS INTO CONCRETE SHALL BE SIMPSON STRONG -BOLT 2 AS MANUFACTUREDLA C"04 BY SIMPSON STRONG -TIE COMPANY, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC-ES REPORT ESR-3037. CONCRETE SCREW ANCHORS SHALL BE SIMPSON TITEN HD SCREW ANCHORS AS �' �M wa MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. SPECIAL INSPECTION AND cl_gC! MU ev INSTALLATION PER ICC-ES REPORT ESR-2713. Q feCA N aCAa ors fa 0 01 in EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EXISTING CONCRETE TO BE 12C142 N 0 Q M,"t SIMPSON SET-XP EPDXY ADHESIVE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY fo( INC. SPECIAL INSPECTION AND INSTALLATION PER ICC-ES REPORT ESR-2508. de ALL ANCHOR BOLTS FOR SILL PLATES SHALL BE PROVIDED WITH 3" X 3" X 0.229" THICK (MIN) c . g�° , PLATE WASHERS. I`S -1.C,d ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE f SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES.' r� 02 U_ ANCHORAGE TO MASONRY: euxi U MASONRY SCREW ANCHORS SHALL BE SIMPSON TITEN HD SCREW ANCHORS AS CA04 G2 MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. SPECIAL INSPECTION AND M. C c INSTALLATION PER ICC-ES REPORT ESR-1056. Ca= ci N C1 00 � EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EXISTING MASONRY TO BE HILTI 0C1CR S c HY-70 ADHESIVE AS MANUFACTURED BY HILTI, INC. SPECIAL INSPECTION PER ICC-ES C00121M > .c REPORT ESR-2682. Erw c a ALL ANCHOR BOLTS FOR SILL PLATES SHALL BE PROVIDED WITH 3 X 3 X 3/16 THICK (MIN) t.a F� o M a x Z PLATE WASHERS. C,1f 1 � � E � � U W IM0 -S c a`8 ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE { � a SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. iI 151 eq n. o E C1 : a. p STRUCTURAL STEEL: MOM Z oim STRUCTURAL STEEL FOR WIDE FLANGE BEAMS SECTIONS SHALL CONFORM TO ASTM A992, fj U a 3 GRADE 50 (Fy = 50,000 psi). ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy I o r = 36,000 psi) OR ASTM A992 GRADE 50 (Fy = 50,000 psi). APPLY PRIMER COATS PER 0101REIA Ri °o' o ARCHITECTURAL SPECIFICATIONS. WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS 00"L N rn o FILLET MINIMUM. ALL WELDS TO BE IN ACCORDANCE WITH AWS D1.1 AND BY WABO MA m r O < 0) € CERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODES. M :e: ` CL Canes ro ��f,2CAM MISCELLANEOUS STEEL CONNECTORS TO BE SIMPSON, OR APPROVED EQUAL. NAIL ALL 0 Q Q HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN OTHERWISE ON C."(21 2 _X DRAWINGS. ALL NAILS ATTACHING TO PRESSURE TREATED WOOD MEMBERS SHALL BE HOT Iu. ta DIPPED GALVANIZED. I = o c MACHINE BOLTS TO BE A307. HIGH STRENGTH BOLTS FOR STEEL TO STEEL CONNECTIONS SHALL BE ASTM A325N (TYPE 3) 0 '~ OR ASTM A490 (TYPE 3), INSTALLATION AND SPECIAL INSPECION PER AISC SPECIFICATIONS. (i ALL A325N OR A490 BOLTS SHALL BE PRETENSIONED IN STANDARD BOLT HOLES UNLESS Q) NOTED OTHERWISE ON PLANS. MINIMUM BOLT PRETENSION PER AISC 16.1 TABLE J3.1 400 UNLESS NOTED OTHERWISE. ACCEPTABLE PRETENSIONING METHODS ARE TURN -OF -NUT, CALIBRATED WRENCH, TWIST -OFF -TYPE (ASTM F1852), OR DIRECT -TENSION INDICATOR i (ASTM F959) PER AISC SPECIFICATIONS. LIGHT GAGE STEEL FRAMING: ALL GALVANIZED 97,68 AND 54 MIL. STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CONFORMS TO ASTM A446, GRADE D WITH A MINIMUM YIELD OF MC 50,000 PSI. ALL GALVANIZED 43 AND 33 MIL. STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446, GRADE A WITH A MINIMUM YIELD OF 33,000 PSI. ALL GALVANIZED STUDS, TRACK, BRIDGING AND ACCESSORIES SHALL BE FORMED FROM UM STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM 525. Aff FRAMING LUMBER: REFERENCE DESIGN VALUES 2x, 3x, 4x MEMBERS....:..............................D.F.#2........................................ Fb = 900 psi LUMBER NOT NOTED SHALL BE D.F. #2 OR BETTER. �Q' GOON )j'N�y, ALL GRADES SHALL CONFORM TO WWPA WESTERN LUMBER GRADING RULES -- 2011atro tt W e? ?' EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH 00,90 n to STANDARD CUT WASHERS EXCEPT AS NOTED FOR ANCHOR BOLTS UNDER STRUCTURAL 00"C'P. CA 3 In J J Q STEEL SECTION. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 19% AT INSTALLATION FOR ALL MC 0101 01 a Onti v Q1 y j S 2 �j� o LUMBER.' y 4� WOOD SHEATHING: FLOOR SHEATHING APA RATED STURD-I-FL OOR T & G PLYWOOD YW W/ EXTERIOR M 0.1 Lin GLUE.....INDEX 48/24 OR APA APPROVED EQUAL Ir MAIM ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. 1-09. ALL O.S.B. SHALL C220 fahl CONFORM TO U.S. PRODUCT STANDARD P.S. 2-10. ATTACHMENT SHALL BE AS INDICATED ON PLAN. CONTRACTOR I TO CA LL ALL THE ENGINEER TO SCHEDULE SITE VISIT PRIOR TO . ENGINEER: COVERING SHEATHING. CA CIA C, 14 TRUSSES: REV DESCRIPTION FLOOR TRUSSES ARE TO BE TJI'S/ LPI'S AS MANUFACTURED BY TRUS JOIST/LOUISANA PACIFIC a 00 BUILDING PERMIT CORPORATION. TRUSSES SHALL BE MANUFACTURED IN ACCORDANCE WITH THE 00(A SUBMITTAL INTERNATIONAL CODE COUNCIL EVALUATION REPORT ESR-1153/ PR-L238. ALTERNATE . � sa��M 1 .eC2/ TRUSSES ACCEPTED PROVIDED AN ICC REPORT I S SUBMITTED WITH THE BID. TRUSS 0tCA FABRICATOR TO PROVIDE ALL REQUIRED BRIDGING AND BLOCKING BOTH PERMANENT D Q AN Q, CAM ��f=.�� ERECTION. DESIGN CRITERIA SHALL MEET OR EXCEED THE FOLLOWING: C OFFICE FLOOR TRUSSES .................LOADING TOP CHORD ................. 65 PSF L.L. PLUS j { DRAWING NAME: 15 PSF D.L. ,��� � eta a SPECIAL INSPECTION & BOTTOM CHORD ......... 5 PSF D.L. CA C .r c��tw'4.� WW1 :0 GENERAL NOTES STORAGE FLOOR TRUSSESLOADINGTOP CHORD. 125 PSF L.L. PLUS `2I2f' 15 PSF D.L. �, 13r1.1 --BOTTOM CHORD ......... 5 PSF-D.L. 011(r li � sto FLOORTRUSSES ............................. DEFLECTIONLIVE LOAD 2F: ,�,u CA� u.. -- TOTAL LOAD..............L/240 x� r 4A02"00 JH DATE 9-4-15 (TRUSSES CONTINUED ABOVE LEFT) PROJECT No.: 15-41 1 OF 3 STEEL STUD PER PLAN----,,,, Y2" PLYWOOD w#8 SCREWS 6 ,o.c. BLOCK ALL EDGES ---- (E) 10" CML (E) FOOTING 600T150-43 w/ Y2"Ox4" SCREW ANCHOR ® 24"o.c. (SE) CONCRETE SECTION A-240. SCALE: 3/4"--1 '-0" SECTION A-2,0 SCALE: 3/4"=1 ' -O" '`;"bx4" SCREW NCHOR B"o.c. (4 MIN.) TUD WALL ER PLAN :) CONCRETE LAB SECTION B-2.0.. SCALE: 3/4"=1'-O" r% I A rz ",A r 3 r\ r7 ml 24'-8" 16'-8" 33'-4" i OFFICE LOAD (50 & 15 PSF) I STORAGE LOAD (125 PSF) I I I I I I A-3.0 D-3.0 STAIR PER I(E) HSS1Ox6xY4 (E) HSS10x6xY4 ARCH. HDR. HDR. G-3.0 HDR. (E) z,4x4xY LEDGER jLLJ w N o X (D 0 W0 0 LdU J N J d M 6 It o LF� cn x N j'—jj 4"x12 GAGEx74'—O" co � x STRAP w/2 ROWSx .— 1Od ® 6 o.c. LB-3_�.O w `� (E) HSS10x6xY4 STAGGERED IC-3.0 I (E) 44x4xV4 LEDGER (E) 44x4xY4 LEDGER _ _ _ _ J-3.0 (E) HSS 12x6x3/8 (E) HSS 12x6x3/8 A-3.0 E-3.0 EO (E) F4.0 N MEZZANINE FRAMING PL SCALE: Y8"=1'—O" NOTES: 1) VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD. NOTIFY ARCHITECT AND ENGINEER OF DIFFERENCES. 2) TOP OF FRAMING (BOTTOM OF PLYWOOD) IS 13'-11Y4" ABOVE REFERENCE DATUM. 3) SHEATH WITH 23/32" STURDI FLOOR AND NAIL w/10d COMMON (0.148" Ox2Y4" MIN. LENGTH) AT 6"o.c. EDGES AND 12"o.c. FIELD. BLOCK ALL EDGES OF DIAPHRAGM. GLUE AND NAIL SHEATHING TO FRAMING. 4) COVER WITH 3/4" GYPCRETE MAX. (E) F4.0 SCALE: Y8"=1'—O" NOTES: 1) VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD. NOTIFY ARCHITECT AND ENGINEER OF DIFFERENCES. 2) TOP OF FINISHED FLOOR IS REFERENCE DATUM 3) ALL EXISTING CMU WALLS ARE ASSUMED TO BE SOLID GROUTED. H-3.0 STAIR PER ARCH. Cn N o „ REW'EWED FOR ' 'CODE COMPLIANCE APPROVED OCT 2 8 2015 r . City of Tukwila 13.U(LOING DIVISION RECEIVED CITY OF TUKWILA OCT 2 3 2015 PERMIT CENTER Q; Q., tig p I LU �. p N 0 LU pN NINE x I CL eC UA .4 p .. clcam d t9 J t�'C Z J Q-S m 0 CIA. J NOW LU m t� �A I.. z 01 p �0 cap Q p 0A�l0 Q d' CA (2 a, T cam La CA i�a Qj0 c9C:A CIA., Q °42 A4 � 4 i CIA 002 CA . 01.1 Q LIJ ,Sp F i 11!d 01 L! IAC.A 'f-120CIR (MI i�Aa € j�e(n -101112 1 q, 0aC,11 ftif2 € aqa OC40 tom' Z,211 ",.<A CM0. >A � c".c�9 �r 00 cmf" �0M d. cacA 03 r,= CA 0 u, I'A uam g" (21C1; �a A �cl 2 d c" A cp G4 H W o 5 '3 a �!C1 � � E co o poo� H rr�� V � N O tr a�i ° z dav — �9 cr-0°' 0 E C w ti za CO. N C ~ k 0.1011 C _._ CA CA tX7 c L 0.0 o s c N f N .� o 'came`! Oa a 90 ea cael ce {2: C7 4 4a,2 - 2. cum41 V �i V ® Anom mc A fifa iy y� 1AV1.1105i 10A 4J c = Q L J S o P e� ENGINEER: JH REV DESCRIPTION DATE BUILDING PERMIT 94-15 SUBMITTAL DRAWING NAME: PARTIAL FOUNDATION PLAN MEZZANINE PLAN S2,0 2 OF 3 PROJECT No.: 1541 (E) He PER P �E) ST TYP.) ;T PER PLAN PER PLAN GER & WEB 'FENER PER iT SUPPLIER 4xY4 w/3x TOP PLATE w/Y2" O M.B. @ 12"o.c. COUNTERSUNK SECTION A-3.0 SCALE: %`=1'-0" 4 LTT19 ® 24"o.c. (E) PAI23 © w//8" O A36 ROD 48"o.c. EPDXY 63/4" INTO (E) CMU CS16x4'—O" ADJACENT TO PAI —U 2x6 FLAT BLKG. FIRST 3 BAYS (TYP.) 3x12 LEDGER w/2 ROWS (E) 3/4" 0 A.B. ® 1 6"o.c. — (E) 8" CMU WALL - PER PLAN JOIST PER PLAN (TYP.) 46 LEDGER w/3/4"x8" SCREW ANCHOR ® 48"o.c. SECTION F-3.0. SCALE: %"=V-0" (E) HSS BEAM PER PLAN �E) STEEL STUDS TYP.) ►►Ll'l� mil' SH EATI AND ATTAC f PER S A-2.0 STUD PER P BALANCE PER SECTION A-3.0 JOIST PER PLAN (TYP.) PER PLAN SECTION B-3,0 SCALE: 3/4"=1 '—O" SHEATHING PER PLAN JOIST PER PLAN :A 2x NAILER w/#10 SCREWS ® 8"o.c. SECTION G-3.0. SCALE:. %4"=V-0" 3x PLATE w/ )2"0 M.B. ® 24"o.c. STAGGERED & COUNTEf"" 2x4 BLC THIRD P JOIST PER PLAN (TYP.) PER PLAN DRAG STRUT PER PLAN SECTION C-3.0 SCALE: %"=1'—O" SHEATHING PER WALL PER ARCH. --,,,,,PLAN JOIST PER PLAN RIM BOARD —� PER PLAN SHEATHING AND ATTACHMENT PER SECTION A-2.0 PER PLAN BLOCKING JOIST 48"o.c. 2x NAILER w/#10 SCREWS @ 8"o.c. SECTION H-3.0 SCALE: %"=1'-0" (E) P.C. PANEL WO A36 EPDXIED (E) CMU (E) 10" CMU WAL PLANS (E) 48x8&2x1'-4" wl4—#5x2'-6" 4'o.c. & 3-3/4" Ox6" W.H.S. ® 4"o.c. BALANCE PER SECTION A-3.0 DRAG STRUT PER PLAN PER PLAN ==== I ° it _ II ° I z AX. 2Y2tk 1 fP-%'x4xO'-9" w/3-3/4" O A325N BOLTS SECTION D-3,0 SCALE: %"=1'-0" 5 ® 32"o.c. 2-1 Odx2Y4" S >T PER PLAN PER PLAN GER & WEB FENER PER )T SUPPLIER -ER PER PLAN w/3/4" Ox6" SCREW ANCHORS @ 18"o.c. SECTION J-3.0 SCALE: %"=1'70" � a a (E) H� PER P (E) S1 (TYP.) BALANCE PER crrTinni A 3.0 (Y4xO'-6" kILER 'EROIL PLAN STRUT LAN SECTION E-3,0 SCALE: %`=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED OCT 282015 City of Tukwila BUILDING DIVISION 0101 W L. * to N2 CPU 0 to > W TM 10 0 0 1. 0 C �U2 N� � m W to f;3A L"J0�« W .. fa 1 0. t9 J i ca dr Z J (A Q t Q C�Cal 5 f f, 0. 69% > 4Q a011 H �g fa 0-0 all 210M, Z . «Upf.0 C1002 c1�aC1 C r T, G." Eli emC H C'fa« c 0f C0CII cli Ca G3 f21.2 el A 0 0 LU UL QUAD- fill s,CA C�. U' em,a cag� '11 0 1010 (. G'4.00 ".-1« Cates 01 pp' tri f€. �w 5tryw�it�n *� C1 — c ax4 00 f aCC1w T Ca a, 4 �: ._... m Erw (�z� a W a v, ., o 11, 00 v ��; ace � oMc O Z � ozs CA hd E U N >' in U WCIA �p p (11-0 PA w , 6 >, = b w fA1 a Ekn a "A 0. N = = �.kn ^ Jm �„''�CIA O N .� o EM (',,aQ c1cu'l n, a T @ R o IA pI 0'"�y`r� (n'I 1,342 CL'U _3 v' C« RECEIVED CITY OF TUKWILA OCT 2 3 2015 PERMIT CENTER rrr <) �GZ 0 N e'3 (Y •y�� Wc".) = 3 r, � - ._j M � Q yy bl S SIB 0 p p� ENGINEER: JH REV DESCRIPTION DATE BUILDING PERMIT 9-4-15 SUBMITTAL DRAWING NAME: MEZZANINE FRAMING SECTIONS S3,0 3 OF 3 PROJECT No.: 15-41