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Permit D13-175 - VIETNAMESE MARTYRS PARISH - TENANT IMPROVEMENT
CHURCH OF THE VIETNAMESE MARTYRS 6841 S 180 ST D13-175 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-36 65 Web site: http://www.TukwilaWA.gov CERTIFICATE OF OCCUPANCY 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.: D13-175 Occupant/Tenant: Church of the Vietnamese Martyrs Building Address: 6841 South 180th Street, Suite No. Parcel No.: 362304-9087 Property Owner: Archdiocese of Seattle 710 — 9th Avenue, Seattle, WA 98104 Use: Church Occupancy Group/Division: A-3 Type of Construction: III -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 3633 0/5 All DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 3623049087 Address: 6841 S 180 ST TUKW Suite No: Project Name: CHURCH OF THE VIETNAMESE MARTYRS Permit Number: D13-175 Issue Date: 10/08/2013 Permit Expires On: 04/06/2014 Owner: Name: ARCHDIOCESE OF SEATTLE Address: C/O LAURA TOEPFER , 710 9TH AVE 98104 Contact Person: Name: KEVIN BRODERICK Address: 55 S ATLANTIC ST, SUITE 301 , SEATTLE WA 98134 Contractor: Name: ABLE CONST AND MAINT LLC Address: 8800 39 AVS , SEATTLE WA 98118 Contractor License No: ABLECC*902B2 Phone: 206-682-7525 Phone: 206 268-0641 Expiration Date: 01/22/2014 Lender: Name: SELF FUNDED - CORP. OF CATHOLIC ARCHBISHOP OF SEATTLE Address: 710 NINTH AV , SEATTLE WA 98104 DESCRIPTION OF WORK: NEW TENANT: CONVERT EXISTING UNHEATED WAREHOUSE ADDITION INTO AN A-3 ASSEMBLY AREA FOR WORSHIP SERVICES, INCLUDING NEW DOOR OPENINGS FOR EGRESS. MINOR TENANT IMPROVEMENT MODIFICATIONS THROUGHOUT EXISTING PRIMARY BUILDING, INCLUDING NEW WALLS, DOOR AND CHANGE OF EXITING. PUBLIC WORKS ACTIVITIES INCLUDE: DOMESTIC WATER METER BACKFLOW (2" RPPA) W/HOT BOX, REMOVAL OF FIRE BACKFLOW (SINGLE CHECK VALVE ASSEMBLY, AND CLEAN FIRE MAIN (PIG) TO MAKE IT POTABLE WATER PIPING. OUTSIDE GREASE INTERCEPTOR IF INSIDE GREASE TRAP IS NOT ALLOWED BY PUBLIC WORKS SENIOR WATER & SANITARY SEWER ENGINEER. Value of Construction: $200,000.00 Fees Collected: $42,347.09 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2009 Type of Construction: III -B Occupancy per IBC: 0005 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-175 Printed: 10-08-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read an governing this work will be compli Y N N N N N N N N N N N The granting of this permit does not p construction or the p 'orma e of work to this pe Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non -Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating . I am authorized to sign and obtain this development permit and agree to the conditions attached Signature: Print Name: Date: Ld Dc -8 2-D This permit shall become null and void if the work is not commenced within 180 days from 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 DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high-strength bolts shall be periodically inspected in accordance with RISC specifications. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, doc: IBC -7/10 D13-175 Printed: 10-08-2013 shall employ a special inspection agency ar tify the Building Official of the appointment r to the first building inspection. The special inspector slirfurnish inspection reports to the Building OW in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 10: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 15: Manufacturers installation instructions shall be available on the job site at the time of inspection. 16: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 17: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 18: 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). 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 20: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 21: 1. The applicant shall be responsible for obtaining and recording a Shared or Covenant Parking Agreement between the subject property and the adjoining properties if either: the seating is expanded such that the site does not meet one parking space per 4 seats requirement; or if the parking demand cannot be met on the property and there are off-site parking impacts. The language of the Shared or Covenant Parking Agreement shall be approved by the City and shall be consistent with TMC 18.56.070. 2. The applicant shall adopt a parking management program for special events that shall include the following: a) Information and Education: Educate the congregation families to encourage them to carpool, use transit, bike, or walk to the church. b) Demand Reduction Strategies: Establish a preferred parking area for families and groups that carpool with four or more persons per car. c) Demand Management Strategies: Implement measures to ensure that sufficient parking is available. These measures could include agreements with the surrounding businesses; shuttles; establishing a team of parking attendants to help direct drivers to available parking locations. 22: ***FIRE DEPARTMENT CONDITIONS*** 23: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc: IBC -7/10 D13-175 Printed: 10-08-2013 24: The total number of fire extinguishers req il for a light hazard occupancy with Class A f azards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose' ' A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 25: 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) 26: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 27: 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) 28: 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, 4-3, 4-4) 29: 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) 30: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 31: 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 1008.1.8.1) 32: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 33: 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) 34: 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 1011.5.1) 35: 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 1006.1, 1006.2, 1006.3) 36: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 37: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 38: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an doc: IBC -7/10 D13-175 Printed: 10-08-2013 approved legible permanent design and sh a maintained by the owner or authorized ag (IFC 1004.3) 39: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 40: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 41: 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. 2327). 42: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. (AN APPROVED VOICE EVACUATION SYSTEM IS ALSO REQUIRED.) 43: 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 #2328) 44: 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 #2328) (IFC 104.2) 45: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 46: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 47: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 48: In occupancies of Groups A, E, I and R-1 and dormitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 49: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 50: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 51: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 52: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 53: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 54: Contractor shall notify Public Works Inspector Mr. Dave Stuckle at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 55: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for weekday work hours after 5:00 and weekend work hours. 56: Existing fire backflow preventer (8" DCDVA) inside of the building. Need to clean (pig) the fire main to make it potable water piping. Need to remove the existing fire backflow (single check valve assembly). Coordinate with the Public Works Inspector. 57: Prior to issuance of this permit, Owner/Applicant shall contact Mike Cusick, P.E., Public Works Senior Water & Sanitary Sewer Engineer at (206) 431-2441 directly, to discuss possibility of installing an inside grease interceptor/grease trap. If approved by Public Works, installation of an inside grease interceptor/grease trap shall be permitted under a Plumbing Permit. Sizing calculations and grease interceptor/grease trap cut sheet(s) shall be required. If inside grease trap is not allowed then Applicant shall submit a Revision to this Building permit (or) apply for a separate doc: IBC -7/10 D13-175 Printed: 10-08-2013 Public Works permit for an outside grease inteoptor. doc: IBC -7/10 D13-175 Printed: 10-08-2013 CITY OF .TUKWIlli Community Developmelnkpartment Public Works Department Permit Center 6300 ,Southcenler Blvd., guile 100 Tukwila, W4 98188 http://www.TukwilaWA.g0V Building Pelt Vo. Project No. Date Application Accepted: S—.)--0.--1) Date Application Expires: 1,1 -� (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.: 3623049087 Site Address: 6801 South 180th Street Tukwila, WA 98188 Suite Number: Floor: 1st Tenant Name: Church of the Vietnamese Martyrs PROPERTY OWNER Name: Corp. of the Catholic Archbishop of Seattle Address: 710 9th Avenue City: Seattle State: WA zip: 98104 CONTACT PERSON — person receiving all project communication Name: use Architect of Record info Address: City: State: Zip: Phone: Fax: Email: GENERAL CONTRACTOR INFORMATION Company Name: Address: Address: 55 South Atlantic St. Suite 301. City: Seattle State: WA Zip: 98134 Phone: (206) 682-7525 Fax: (206) 682-7529 City: State: City: Montlake Terrace State: WA Zip: Phone: Fax: Email: ira@ilgross.com Contr Reg No.: Exp Date: Tukwila Business License No.: Hi\Applications\Forms-Applications On Line\2011 Applcntions\Pennit Application Revised - 8-9-1 I.docx New Tenant: ® Yes ' ❑ ..No ARCHITECT OF RECORD Company Name: Broderick Architects Architect Name: Kevin Broderick Address: 55 South Atlantic St. Suite 301. City: Seattle State: WA Zip: 98134 Phone: (206) 682-7525 Fax: (206) 682-7529 Email: kevin@broderickarchitects.com '..ENGINEER OF RECORD Company Name: I.L. Gross Engineer Name: Ira L. Gross, PE, SE Addrcss: 23914 56th Ave West Suitc 200 City: Montlake Terrace State: WA Zip: 98043 Phone: (206) 623-0769 Fax: Email: ira@ilgross.com -':LENDER/BOND ISSUED (required for projects 55.000 or ;greater per RCW 19.27.095) O i Ni Addrcss: City: State: Zip: BUILDING PERMIT INFORMATION 06-431-3670 Valuation of Project (contractor's bid price): $ 200,000 Describe the scope of work (please provide detailed information): Convert existing unheated warehouse addition into an A-3 assembly area for worship services, including new door openings for egress. Minor tenant improvement modifications throughout existing primary building - including new walls, door and change of exiting. • Existing Building Valuation: $ Will there be new rack storage? ❑.....Yes El.. No If ycs, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage;' Below st Floor 61,559 Interior Remodel' 17,493 Addition to Existing Structure 0 New 0 Typeof Constntction per IBC 111B Type of Occupancy per IBC A-3 2nd Floor 3rd Floor Floors thin Basement Accessory Structure* Attached Garage;', Detached Garage Attached Carport Detached Carport Covered Deck IJncovered 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 arca 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 prilnary residence. Number of Parking Stalls Provided: Standard: Will there he a change in use? ❑ Yes ❑ No FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm Compact: Handicap: If "yes", explain: ❑ .......None 0 Other (specify) Will there be storage or use of flanunable, combustible or hazardous materials in the building'? 0 Yes J No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets, SEPTIC SYSTEM 0 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\Ponos-Applications On Line \2011 Applicotions\Permit Application Revised - 8-9-1 I.docx PUBLIC WORKS PERM1T INFOR TION — 206-433-0179. Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ..."Tukwila ❑ ...Water District #125 ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 --1Iighline ❑ ... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided 0 .. Renton 0 .. Seattle Septic System: O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical lnformation Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑-..Constntction/ xcavation/Fill. - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Trallic Impact Analysis ❑ ....Hold Harmless — (SAO) ❑ ..ahold harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 0 .- Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank ❑ ...Cap or Remove Utilities 0 .. Curb Cut ❑ ...Frontage Improvements 0 .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line 0 ...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 0 Private 0 ❑ ...Water Main Extension Public 0 Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ ..'Trench Excavation ❑ .. Utility tJndergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 -..Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter RelundlBilling: Name: Day Telephone: Mailing Address: City State Zip H::Anolications\Fonus-Anolications On Line `2011 Aoolications'Pennit Aoolicntion Revised - 8-9-11.docx PERMIT APPLICATION NOTES — 110 • 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 Pennit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which uo 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 EXAMINEE) THIS APPLICATION ANT) KNOW THE SAME. T() BE TRI ItT IJNDER P.ENAI.TY OF PERJT.TRY BY TITE I,AWS OF THE STATE OF WASHINGTON, ANT) I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 04/28/2013 Print Namc: Kevin Broderick Day Telephone: (206) 682-7525 Mailing Address: 55 South Atlantic Street Suite 301 Seattle WA 98134 City State Zip H:'Annlications\ForuuAnnlications On Line&2011 AonlicationsTennit Application Revised - 8-9-11.docx • BULLETIN A2 • TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Church of the Vietnamese Martyrs PERMIT # t / 3 - /is Ce. GS¢ ( S, /god ST) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention ater Sewer/Surface Water (UN" Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. $250 (1) 5995 5995 149.88 C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards $ 149.88(4) Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001 —10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 s r 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees 0 (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 399.88 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. RECEIVED CITY OF TUKWILA CORRECTION TR# tApproved 09.25.02 Last rtevised 01.01.11 175JUL 2 5 2013 PERMIT CENTER • • BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 149.88 (6) 7. Pavement Mitigation Fee $ 0 (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 , 8. - GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 —1,000 $37.00 for lst 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 —10,000 $194.50 for lst 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 —100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 2 0 (8) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 0 (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ 0 (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10) $ 149.88 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 WATER METER FEE \ Permanent and Water Only Meters / --- Size (inches) `,Installation ,`�' Cascade Water Alliance RCFC 01.01.2011-12.3 111 / Total Fee 0.75 $625 $611 $6630 1 $1125 $ .,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 . , : 080 $100,505 4 $7825 $150,1 $157,950 6 , $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 • 1 GREEN RIVER CONSTRUCTION CO., INC. 6402 South 144th St., Suite #1 Tukwila, Washington 98168 Office: (206) 246-9456 Fax: (206) 246-2274 July 9, 2013 Mr. Daniel Nguyen 8800 39th Ave S Seattle, Washington 98118 ACMLLC71@gmail.com Re: Bid Proposal — 2" RPBA, Tukwila Dear Daniel: We propose to provide all labor, material and equipment necessary for the installation of a 2" RPBA and hot box w/concrete pad, including certified testing. Lump Sum $ 5,475.00 WSST @ 9.5% $ 520.13 Total $ 5,995.13 Please call with any questions. Sincerely, Jerry Knudson President CORRECTION itx3- 17s RECEIVEr) !JUL 302013 TUKVvii_ PUBLIC WORKS REC IT VED C!TY OF TUKWILA JUL 15 2093 PERMIT CENTER • • CCity of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Fax: 206-431-3665 Web site: http://www.Tukwila'WA.gov RECEIPT Parcel No.: 3623049087 Permit Number: D13-175 Address: 6841 S 180 ST TUKW Status: APPROVED Suite No: Applied Date: 05/20/2013 Applicant: CHURCH OF THE VIETNAMESE MARTYRS Issue Date: Receipt No.: R13-02833 Initials: User ID: JEM 1165 Payment Amount: $40,854.10 Payment Date: 10/08/2013 01:04 PM Balance: $0.00 Payee: VIETNAMESE MARTYRS PARISH TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2659 40,854.10 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES FIRE IMPACT FEES PARK IMPACT FEES PW BASE APPLICATION FEE PW PERMIT/INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000.322.100 90830402.5000.5304.XXXXX 90510403.5000.5301.XXXXX 000.322.100 000.342.400 000.345.830 640.237.114 2,296.90 28,222.00 9,780.70 250.00 150.00 150.00 4.50 Total: $40,854.10 Printed: 10-08-2013 • 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.TukwilaWA.gov RECEIPT Parcel No.: 3623049087 Permit Number: D13-175 Address: 6801 S 180 ST TUKW Status: PENDING Suite No: Applied Date: 05/20/2013 Applicant: CHURCH OF THE VIETNAMESE MARTYRS Issue Date: Receipt No.: R13-01672 Initials: WER User ID: 1655 Payment Amount: $1,492.99 Payment Date: 05/20/2013 11:09 AM Balance: $2,301.40 Payee: BRODERICK ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 16177 1,492.99 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,492.99 Total: $1,492.99 PrintAd• n5-70-9013 --44.-1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 713.175 Permit Inspection Request Line (206) 431-2451 Project: Type of Inspection: Address: .,._( Date Called: t Special Instructions: • Date Wanted:a.m. I - Z-7 - (4 P.m. Requester: Phone No:, 1-0 6 .- ) - Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 Insi5ector: Date. /4 REINSPECTION FEE REQUIRED. Prior:to next inspection, fee.must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: 4(9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0: CITY OF TUKWILA.BUILDING DIVISION '11 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451,. 113-.0.75 Projekt: B Type of Inspection: . /R NA ee rrJ^.S ), . Uff : iZe MOUe 0.1 oe-c_UA 10a Addresj�j z 10 Date Called: , f1 IA, S Mdf e...7 A 5-0 oc - ✓I5A-AY�oT i t)or kTov4 v'Lk MUSj 1 Ave .s,•4AAt A-:-)°Ve Special Instructions: �� /t/f rn qq l` r / Date Wanted:.! 1'2--5"( 4 tutu sT t 4 u,E_- 0 JI S J-� cel re.s?ir 41-`11.)k, -Y p.m. Requester: Phone No: Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: , - i i..3 l :.fftf OU e_) i:.ro j(A j'1 NA ee rrJ^.S ), . Uff : iZe MOUe 0.1 oe-c_UA 10a ANa9[_ m f �..) ✓ r A ,AST ii—i ( MItx 1itL f1 IA, S Mdf e...7 A 5-0 oc - ✓I5A-AY�oT JGLu r;$.: , ^ ...5 Se_ p/tl dal -TC ..,lLoiy k0,5 .14E Uhl' .. e-iieJ t)or kTov4 v'Lk MUSj 1 Ave .s,•4AAt A-:-)°Ve o t) r . 71t ' I CAGLS r(DOcIrS i1) leekiek,I1cfu/10 e_kea Out 01.. L J 0 A -A c. ;A-le/Zoo/45 : cin 4i e fl'u/I _ u c c.0 461 AALi Sin A e S Ai y,✓ JA , nvofS . N(7dec.J fr.444 4 tutu sT t 4 u,E_- 0 JI S J-� cel re.s?ir 41-`11.)k, -Y wuTit. Ke .For_ vttilE kozy Date:! 2 3 _14 n REINSPECTION FEE REQUIRED. Prior to nextinspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila. WA 98188 (206)431-3670 Permit Inspection Request Line (206) 431-2451 Project,. �._� ( -0 A4 $ fQ //( Type of Inspection: % I A - 2-f . .. Ad �j (, 11-r 11- Date Called: Special Instructions: Date Wanted: - 22---I rsn.- . p.m. Requester: Phone No: Approved per applicable codes. O Corrections required prior to approval: COMMENTS: Date: f_ n. REINSPECTION FEE REQ IRED. Prior to next inspection, fee must be: paid at 6300 Southcenter lvd., Suite 100: Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:/� �,.,- d1 ! U M 1 LA) R- t. pa1 JrS 1 ,5,/1 ,^C:`J A✓` 0.4 Type of Inspection: r__../lA 2 % q L- • -, l Ge_f\rfl' cDF SA -A (.21 --;JA- IAtS i n urrWit, ei-f asie.“ L) yo b aAG A(s e ` Address: t Date Called: kie-e-0 (fije-r_ (< vim. r C ()A — b GC tJ `-_ f J J J 'c Special Instructions: r Date Wanted: `m 71- Requester: Phone loo (.05._ 0 EjApproved per applicable codes. corrections required prior to approval. COMMENTS: M 1 LA) R- t. pa1 JrS 1 ,5,/1 ,^C:`J A✓` 0.4 -S r" Y. -ALS ,Musrk4Ve I L.T-S` vrA G OO 1A /1 LAi avf A @ w ik-4 K. I ne Ge_f\rfl' cDF SA -A (.21 --;JA- IAtS i n urrWit, ei-f asie.“ L) yo b Y r 0 4_c , ‘e.1\ :-er /at--(') E.3( - -r- 7,S cJ— r e 1 nAuSr .1,+4vi_ L , A kr _ �X7U�J r -X :i . ((i �,} 'A o 4 tI I -X , "S,1 AJ A v-` JP •er-A—+ 'A. kie-e-0 (fije-r_ (< vim. r C ()A — b GC tJ `-_ f J J J 'c /L k _ , /tsp @ lA./4 re A P_yi ofpG.1 Date: REINSPECTION FEE REQUIRED rior to next inspection, fee must be id at 6300 Southcenter Blv . Suite 100. Call to schedule reinspection. gP sem, d (e To- Abco INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVIS.I.ON----- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ((206) 431-3670 Permit Inspection Request Line (206) 431-2451 13- 17S Project:�/,�,� /� { Type of Inspection: (4) MUS -o p .)A. J t -- Address:' (n4 r Imosr. Date Called: e.€I-(7 Av/4:Ai Special Instructions: Date Wanted: ( r��,/ +�_ l Requester: � �,5-4----L, Phone No: LJApproved per applicable codes. /Corrections required prior to approval. COMMENTS: (4) MUS -o p .)A. J t -- S .��` /Ir JLJ ( — S c..k. 24 4)1 e R r e.€I-(7 Av/4:Ai �o 1 v JA� re- -4- � �,5-4----L, , ;_i_s-S:f u ) Insp'ctor: Date: n REINSPECTION FEI: REQUI D. Prior to next inspection, fee must be paid at 6300 Southcenter Bl d.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 3- 1'75 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Projct:L., kb C i fte&AAe.Se CA ard-N Type of Inspection: CoVkiB A SOS. Address:Date CO 5e4 ( 180'1> Called: Special Instructions: Instructions: • i _• Date Wanted:/ — 40 . . — /4 • • Requester: Phone No: i cf ko ce - - ' o (6) ( EjApproved per applicable codes. EJ Corrections required prior t'o approval. COMMENTS: (A- 0 11(LOUS Al a JAACTJ C--a-c4641IAJA-4 ( 3 c t gAs Iro Ai 1 Insrector: Dateito) i4 REINSPECTION FEE REQUIREO. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4-15 INSPECTION NO. INSPECTION RECORD Retain a copy with permi-13'r15 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Prtoj ct:` VI e l AAAA est (avid f Inspection: TyprrAM., AG Addresf�:.Q /}-41,� �" �v 1' Is_V _s Date Called: Special Instructions: Date Wanted: - 2 r ���" . p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. coMMENTS• P-11 r� cJS D°AA5 e-c:772aJGfT— otc .. Insiector: Date _ 2 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 3-(13 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukvvila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projem •---, -of Inspection: .... „--� A M,&_.yl eC2 . cTyp kl, ek /+f./te Fe: /h` Address: + —CrSpto &141 i 0 ----Cr— Date Called: ecial Instructions:. Special Date Wanted:, Z I 3 O -r! > P.m. Requester: - Phone No: LjApproved per applicable codes.. Corrections required prior to approval. • COMMENTS: i lzr4--e ive.e bre :6f J Lam! , /(raJ %le--��:59e_e &Jar:71, e l pis co rN f /)(c Date: REINSPECTION FEE R QUIRED. (rior to next inspection fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit b13-ai5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 of / it: ,JA•n/.w•ec aktedoliTypeigl_limani:k) T G Ad r coctI s t30ct Date Called: Special Instructions: Date Wanted: C.;:.! t —27- 75 R•••.• ter: I. Phone No: ElApproved per applicable codes. 1Z Corrections required prior to approval.. COMMENTS: N a o tJ E 7A) Ins ector: Date: • 12-Z 7- 1 '3 n REISCTION FEE REP UIRED. P for to next inspection. fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION. RECORD Retain a copy with permit INSPECTION NO. PERMIT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA.98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project Type of Inspection: Address:� (0 it6j0'. Date Called: R.AG Special Instructions: Date Wanted:___.. ' '---5/3 p.m. Requester: Phone No: Approved per applicable codes. D Corrections required prior -to approval. COMMENTS: Th S Pf' 7 l� Date: ] IREINSPECTION FEE RE « IREi4 to next inspection, fee rriust.be paid at6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with .permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 981.88 (206) 431-3670 Permit Inspection Request Line (206) 431-2451, Project: Type of Inspection: / ; yc Address: Date Called:. Special Instructions:: Co IA rvN Date Wanted: j a.m Requjrester: .. - . .. jj Phone No: .2 0, -- 3 0- ss7 0Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Fig N0k2r-1`C)1-=1' 1( /o LASS Rc NYI .,A tz6. 11 F rv11-R0f,v1c, . L; - Aj f pp /are -5" erci rctor: Date: pINSPECTION FEE QUIRED. Pri r to next inspection.: fee` must be aid at 6300 Southcent r Blvd.. Suite ,00. Call to schedule reinspection. `. INSPECTION RECORD Retain.a copy with permit INSPECTION NO.. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 I T5 Pro�jgct:Type U(C\ Vt er�1G AteS'Q o Inspecti �% Address;. -71-,-71-,Date Called: � t ! � COo--SI Special Instructions: Date Wanted: 2--- 2. '' (. i a.m. ,rp.m. Requester: one No: c0.-3(off .1otil 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: -A'Dpl'()J A� 4 b S Avv (Z6 AI Inspector: ki) Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO., CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Address - (4 c. Special Instructions: Type of Inspection: Date Called: Date Wanted:. Requester: Phone No: Approved per applicable codes. p.m. Corrections required prior to approval. COMMENTS: Date: 1. Z REINSPECTION FEE REQUIRED. Prion to next inspection, fee must" be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection..' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431=2451 Do -175 Project: e, ki/..L-111 Type of Inspection: UL. ilc( esu(-- Address: i. Date Called: Special Instructions: • Date Wanted: 1 11� 7 i.,. 3 . (a.m. Requester: Phone No: Approved per applicable codes. • a Corrections required prior to approval. COMMENTS: tJ34474,4,47 6„41//,'"s -v4/2 _0 Vi/�. Date: /%27't EINSPECTION FEE REQLJ RED. Pri to next inspection, fee must be paid at 6300 Southcenter-Slvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Prpje t: / / 17/EIA-4rl5e 0let 9ti Type of Inspection: a/c}/f_,C/I,SZ// AcrB5 /00 Date Called: Special Instructions: Date Wanted: ////7,4if/ ap p.m. Regduester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: ✓t/-4-14 ✓, — e-voe I Fel 0-ic. Qs (4-S Aga—IA/GI w ivelui/ 1ft5 j n Date: //--Z6-- REI SPECTION FEE REQUI ED. Prior/to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPEC NO. INSPECTION RECORD Retain a. copy with permit PERMIT NO. CITY OF TUKWILA: BUILDING DIVISION 6300 Southcenter Blvd., .#100, Tukwila. WA -98.188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: ` Type of an`7spjection:. JS Address: {2Q)i--I 1. j 1 BCS Date Called: = Special Instructions: Date Wantgd.. _ i 1 t . ! . aZ—• 1) ..- (a.-ri- `p-nt` Requester: Phone No: Approved per applicable codes. Corrections required prior to approval: COMMENTS: ( ..125\Aikw)4_ i .4.e.5.(tf.A.I ,-�:rr; 0.0 0 appi/n.k 6/ tn,s pect AV -7 Gwv-viCk R NS ECTION FEE REQ RED. Prior to Next inspection. fee must be pad pt 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection: 440 INSPECTION RECORD Retain a copy with permit INSPECTION NO. • PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G' (206) 431-3670 13• -05 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Project: V,PTA 4PSE. Cis Type of Insp ction: �- \AfP� t -I -AS) f At i Q't Addres �, Date Called: All -ft Special Instructions: Date Wanted: 11_2("( Requester: Phone No: - Approved per applicable codes. Corrections required prior to approval. COMMENTS: _o/A- Y"- ALJ v rliJeff beer _! Su1A2T )1 1NL v( G-41ueJ' Poop ;n&u-d(;(-77- Dat Insp ctor: i r ---21 13 n REINSPECTION FEE RE UIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit - INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projp�ct: VType eXA&A1 (kUfJ f Inspection: . A--(-• Address:Date f4k41 -Sr Called: Special Instri ctions: Date Wanted: ' a.m. (�-' p:m. Requester: 1 Phone No: QApproved per applicable codes. COMMENTS: Corrections required prior to approval. f n 0 th) Ncl i 1.-X4 IA) (ho L i4A4 (S rZ -S r Alcle) c.) 5'10 -� tr�/t�- /e: 6/1( -JJ 4LfR Date: / 24 /3 Irspectoi%_ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -4+1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 13-115 Pr‘ oj ,ct:....,_ e c AA/I-V. JQ �u1 , Typ Inspection: q� (od 2 ` (3u kA -i . it Addressg�1,1 ; i, T V ' S ti,Special Date Called: Instructions: Date Wanted:a.m. H""�--13' m. Requester: Phone No: Approved per applicable co es. Corrections required prior to approval. COMMENTS: Xr-A-01 Aftyr--4,0 ty) (de Inspect Date: it -2,4 ) n REINSPECTION FEE REQUIRE . PriA to next inspection, fee must be paid at 6300 Southcenter Biv Suite 100. Call to schedule reinspection. INSP CTION NO. INSPECTION RECORD Retain a copy with permi CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 ID/13IP 5 PERMIT NO. DIVISION G (206) 431-3670 Project:, UMa Type of pecti ' O 6 & 4 ' n , A A. A^ e j `� 1�J /i(A Address— ,t�'._ Date Called: Specila al Instructions: 7 Date Wanted: V. Requester: Phone No: /I Approved per applicable codes. DCorrections required prtiior to approval? COMMENTS: Inspector: Date: ` tr E REINSPECTION FEE REQUIRED P for to next inspection. fee must be paid at 6300 Southcenter Blvd.. uite 100. Call to schedule reinspection. INSPECTION RECORD _ Retain a copy with permit 1+3 `1 `%Y INSPECTION NO. PERMIT NO.6 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proj ct: f - Lr V , -e.1 PA M es e Typ f Inspections 1r,b-k./\& Addres� Date Called: Er() kt 7 A e-ef lO ke e --o r4. , e...k u.S . 1 J e 6 l e k9/\rI irJ /"* 1 S—ei-ti 710 4 Nd c e'. (+A/ 0 -- ' o sus A4t (A.� ( j/.o ' f�O Special Instructions:c44 &kik %9% J/ `r•' /-J J'J iL-1 1 r. rP a J c Date Wanted: I i c.. i 7 ..m: Requester: Jl� .`-1 St "c C Inspector. ( Date:. % (_ (tr_...._ (A Phone No: ElApproved per applicable odes. orrections required prior to approval. COMMENTS: s of t 4 -or (AA -se c.© aA f` ry A ki /1-1 S-7— in e 6 07+ t Er() kt 7 A e-ef lO ke e --o r4. , e...k u.S . 1 J e 6 l e k9/\rI irJ /"* 1 S—ei-ti 710 4 Nd c e'. (+A/ 0 -- ' o sus A4t (A.� ( j/.o p(A-/,(--t ,- w/ ( G-� iJ `rt/ c.:€ ecf sVucruce. t .o&Re ,frk.7t f4.4 -/A0 A : '-C�. e,r- /G Lie s G -v �d �� Ai kaker 1 e r4 N� e - $ t. -A ---e - 1 � t 41-«(..._. , �S /( rated _ At s o e.-04 rfrt. w../rl'h-( e k t 1,1.11S /1 J ( /1 6 Ll6c e...\ Jl� .`-1 St "c C Inspector. ( Date:. % (_ (tr_...._ (A n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT Na CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 DE3 -('7. Project: r , . Type oj;Inspection: n Address:D4'eir& (Dg4 j (( r S3 a Called: irAtitif Special Instructions: D� '1»Z' 3 -COQ ( % M I Date Wanted: a.m. (r� _ g0 ues Req ter: Phone No: _:0,-,-.-.3(05 3 l ..— /'J �Q ElApproved per applicable codes. orrections required prior to approval.. COMMENTS: .(1‘) M ,S'truLrurj-•1 b. \ n -e eft OF4C:491. 0 �`t`a.r Ar; -e,S fe o ILA pij JP A je :i : E— cnriA or .S� Ali S�.5M; lve_t.J ReuLsN • (--� o M fA,1 ,, fx r ( 8%/ND :‘/%(_ .6,P } AAei 2 iSraT IS% r c AT: ori; S, i Al Le 0.E-- Ott( aer,s G of l - %, ► 6. TW t f I 1n��e,�er of Li, -4 mus -i ---A.., Prove - _ -1,x-Ate /A-A,Aore4 i';‘. k :Air n-t-,NALA 'Tr, t 7" Up pA tire(S. Date: ' 2 Inspector: • REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter/Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit £13-1?S 1y-5-002 PERMIT NUMBERS 1 3- 5- (0o CITY OF TUKWILA FIRE -DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Vr e.-trir (7Xl vC Fire Alarm: Type of Inspection: SP -- I; ie ,-A / Address: Suite#: ��j/� - SO . / , S% Contact Person: Special Instructions: Phone No.: /6 .4',-0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: '/� 1 Fire Alarm: Hood & Duct: .,47.4"—1s Monitor: Pre -Fire: /VAS Permits: ,155,.,44 Occupancy Type: .. /6 .4',-0 .5./7-ri 2 ' `7C /0. Z/o ' /riv I i ; 1-\,1 di v — ?e\5 Y ® cr..&C . f/( ,0,,,,e S! A C V/ S.,d7-- 66 Needs Shift Inspectio�n:.� ye/ Sprinklers: '/� 1 Fire Alarm: Hood & Duct: .,47.4"—1s Monitor: Pre -Fire: /VAS Permits: ,155,.,44 Occupancy Type: .. Inspector: 7.6 ----3 Date: //4,///V Hrs.: 3 ,Cc $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 13 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit b(3- OS" Jy-S-o0Z PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ( r Type of Inspection: Address:Contact Suite#: j8(-0 $ 1810 S% Person: Special Instructions: Phone No.: r71Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspecto`r:.g ) .7,iit /2:03,, Date: //22-//y Hrs.: \ , 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Reco d Form.Doc 6/11/10 T.F.D. Form F.P. 113 /Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit IM►3- I5sr 13 — F—ZS£5 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Type V-4- Na -4,24,...a- Sprinklers: 'of Inspection: `/ -'' Co v.e r Address: Suite #: 6 8(0 S. 1 Eo` Pre -Fire: Contact Person: . s 1 Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: 4({v Ac u h.4- S MOVL•r -5 t -- Pi\SS -- 41,0 SIA 4.c, K-- 6. -- 0/e /� A�veK /l� /1ifa s .1 C'e�/ - -7) 46; o /1 9047 -p -vs `T Li/ / c.3 iii n /t Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: S3 Date: i/zz/y. Hrs.: Z • a / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 /1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ns - 13 zSg' /LI- S- aoi PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 1 ( CLrc Typeof Inspection: �� Q ( Hood & Duct: s- Address:- Suite #: ) bLi s.. 1 td s. Contact Person: Special Instructions: Phone No.: (,' r 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: s"3 Date: //Wit/ Hrs.: ,/. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 /10 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit II - 13 F— l5� Iy-S- 00 2_ PERMIT NUMBERS 13-5--Z(0o CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: VIef nkvHS2 Ck x k Sprinklers: Type of Inspection: CovQ�r Address: Suite #: (o�(--(l S. 1 to -h, -r- Contact Person: Special Instructions: ISE NEW /app. b ✓ed Si'KW- '-p1 's Phone No.: )(Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: DA/ N p,ovici Pte-, s . / 4-S-00 z p (_ -r-o Co ve C =. I 4 3 -- c./ o\Q \ v ) , G r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspecto jy :5:23 Date: /�S/ / Hrs.: /, v $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 13--F- zsb PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ii/A144‘29 (kAA r rk. Sprinklers: )405 Type of Inspection• ,>.. AddresViz s: Suite #: t ,ew S. fl ST! Contact Perso : 0 hi ja(a-wKt r Special Instructions: Ae.A i,,/ptf Phone No.: 7V2 C---) ,e,,0 --- 9Z .03 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Sprinklers: )405 Fire Alarm: .�� Hrs.: Hood & Duct: /-2/2e. -- 2'I'" g Ae.A i,,/ptf /N T _.u7 ,40 —"--/t57- %M 7z WP C/ 14,1 r -- ?ifr/moi " ' '" — "At Sc Occupancy Type: % - ,.0,Ur7L 7 �a Ao l/2 6n 7--,f/.51*,,, . z cA -,e 7 Ger✓€ 1 Ales" cy _.66*., //1/S' / /vely S7 7/e , /i4 "PA- PX / Needs Shift Inspection: /,EIS Sprinklers: )405 Fire Alarm: .�� Hrs.: Hood & Duct: Monitor: Ae.A i,,/ptf ,1/04 5 Pre -Fire: Permits: Occupancy Type: Inspecto ,� cam- Date: /Xp //V Hrs.: -�j . o $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: 3 City: State: Zip: Word/Inspection Record Form.Doc tae-r,..A, r 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit X13- IIS 13-5-2-476 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: VI�TNq CLra Type of Inspection: Sfo 7 Address:/ � t� Suite #: l0/ s'. 1801 S Contact Person: , Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections.required prior to approval. COMMENTS: Sprinklers: 5,4-147 ,-,..e./ VVI. irk) �9 fi a- , Fire Alarm: - Cne ,',,o_e- /z-oz-e7I //i/Ac /41-072), -No 4/.. v, /25", /7v -C/ s 4i - r -e Pre -Fire: -- _4t ed -p 04., ficft- IL A.,//006_, -.4e X.„. 0 , a / - move efog i 1 Permits: '- m< A 1/ 4-17 ,,a /f 077 4// .17- j -i d !/t c S ,f404�P r 7;% a,,'/ �i -74-0 -77 /fr s -t// ‘;..,-2-( ,1e As f. --,,74S -o/ 046, 7 /lam 14, 7-rli / ' de � XC ,-1 Areeet 5 7'047 -Com' e �'v�" 90.,.x, ,6Q uP+ Needs Shift Inspection: Sprinklers: Date: //5// V Fire Alarm: Hood & Duct: Monitor: Pre -Fire: I Permits: Occupancy Type: Inspector: /Qii 573 Date: //5// V Hrs.: /, 0 / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ,,-the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc _ 7 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit b►3-►ter 13-5 —Z(2O PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 't�e4-o� o_s.e_ C: �.Gt cU� Type of Ins ction: UDvecr- Address: Suite #: (Q jail S'. /6A S7` Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: v 1\) Q+ C oyer N)Af-+ x A-1 3 RI v,4 arrf , 1O v7 _ N o -i- c©, a r- N kir -f t.- 2 > -E --b- 1c S Arefove, r, .. kJ Ne 47t/ Plus r NA,r-Kitx t ;4-2- 3 , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ft --,75-3 3.s-3,,, Date: a//0 -.2y Hrs.: 2 d $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10., T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit �t3-1- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ( n., r .-,v .1ss- C k Type of Inspection: C., -IW 9.-v- Addres . Suite #: 68gc E , 1 F:).O' sr - Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: (?r,M x,141 I d A) Gov ti €j -*L3 b6 ()va r (4*.2 frim,K L (1) Needs Shift Inspection: , Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: 'Permits: Occupancy Type: Inspecto r 74,/1.‘-3 Date:y/)., / y Hrs.: 7 c) $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit lj13-TS' 13-5-270 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: VI it: -ria Kie S... i C I u rt Type of Inspection: (..'n v e, r Address:,�,� Suite #: 6�Cl1 C. _T - Contact Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Date: Fire Alarm: c' C-0 (le r c- -- Pre -Fire: -- -- �`' 0/Z__r., ,-<...)- RAS fd'D • __ ____ ,,, Needs Shift Inspection: Sprinklers: Date: Fire Alarm: Hood & Duct: Hrs.: Monitor: Pre -Fire: ` Permits: - Occupancy Type: Inspector: .7ty 6-5 Date: (3 7/c72// c/ Hrs.: 2. 0 _$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit t3 - 13-$- 2.0o PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Q J A1,149-..c-e_A1,149-.A1,149-..c-e_ C C\A,L /G'(---,-. VIl Type of Inspection: v Q. r Address:Contact Suite #: (o L( ( S , ( Y S -r- Person: Special Instructions: Pre -Fire: Phone No.: xiApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: `r Sra// 7 vg ,'- — ti/L 7a r- /3// R'' r2, ,7 A,��� a 6 �` %4, Gr.,/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �/lf S-3 Date: / j_..3 Hrs.: / v $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit X13 -- 1 -1S- 13 -5- 7S 13-5- z(.0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:, so (`i -(w" - 6 y¢ /" Address:Contact Suite #: 68 q f s' c Person: Special Instructions: --- /Vizel A e -Ps Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: --- /Vizel A e -Ps d ni cr 7�,.i4 pv.,0 e { e N ,-, , .. ---'" l N , ,?1,--A-4-7. al" a -L-1 o 6 hA--e- ,i, */-1-- -7 o ,.07 YD Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4-3 Date: ///_3 Hrs.: f e $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D13 -1 -is /3-5- Z-(Gc PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Vieh/ArvW5C Chtti t Fire Alarm: - Type of Inspection: . S„r4t Co uQ r- Address:Contact Suite #: 65 c( 1 S. 150 ST— Person: ---C., ..fie. Special Instructions: Phone No.: , Approved per applicable codes. xf Corrections required prior to approval. COMMENTS:. Sprinklers: Fire Alarm: - Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ---/I/i/s-c// 7 All ‘51) r," 176 !/ 1 /l --u S Q // Alb✓ll'L i 1-- `_ -1-41e r S OVQPGei (ni &/7 ./fY/v/ OV¢irS ,✓e rP/ /21/ ; Needs Shift Inspection: Sprinklers: Fire Alarm: - Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspect6 j ,*-ii5 3 Date: ///Z 743 Hrs.: /, 0 U $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 67 g /C PERMIT NUMBERS CITY OF TUKWILA-F°IRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188. 206-575-4407 Project: V%t ' e� 11 C • Type of Inspection: 776 b i V --6-4 1)A Address:4:g9 S..rt , ;�;,= Suite #: I, it -S" . Contact Person: Special Instructions: );a. 1-7)1e:g co,c4 nil Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: 'D F - A 1-Vstl-e-do 1 • ( I-04 );a. 1-7)1e:g co,c4 nil kdro t l . c l l„J ,IA i j '.' : ‘ ..•-•-•1 /\/� t S�n „j. 4r t�G�WV 1� �� ^.i 3i�VVVtttttt, � i�' L1� '�ll •ty- ^�1✓ 70 ! :'? i,.. 1 . I� � . fi , i i ) c. � � t ., > f 4Y. -FCD o�c 6/6/5 - fir -. ; L. -Q vp4,d �°i., C o Cet" • pJ ( Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:. 1 I Date: ° j .. t. 3 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 December 23, 2013 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) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com FINAL REPORT City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188-2544 Project: VMP Project Permit Number: D13-175 Address: 6801 S. 180th Street, Tukwila Job Number: 13-0622 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. Structural steel fabrication to include magnetic particle testing 2. Field welding 3. Proprietary anchors — mechanical & adhesive CIS E OF IED TUKWILA Sincerely, JAN 2 7 20:4 OTTO ROSENAU & ASSOCIATES, INC. PERMIT CENTER Susan Rosenau-Moser Vice President Email c: Project Team December 23, 2013 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) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com FINAL REPORT City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188-2544 Project: VMP Project Permit Number: D:13.-:17.5,. Address: 6801 S. 180th Street, Tukwila Job Number: 13-0622 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. Structural steel fabrication to include magnetic particle testing 2. Field welding 3. Proprietary anchors — mechanical & adhesive Sincerely, OTTO ROSENAU & ASSOCIATES, INC. SVS 1202-nau mak.(-- Susan Rosenau-Moser Vice President Email c: Project Team RECEIVED CITY OF TUKWILA DEC 2 6 2013 PERMIT CENTER ▪ r P BRODERICK ARCHITECTS December 3, 2013 Jim Dunaway, Senior Building Inspector City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: TCO Request Letter Project #: D13-175 Project Name: Church of the Vietnamese Martyrs Site Address: 6801 S. 180`h Street Dear Mr. Dunaway, RECEIVED ^r -rt 04 2013 BUILDING PARTMENTU The Church of the Vietnamese Martyrs is formally requesting a Temporary Conditional Use Permit to occupy and use the northern portion of the building. Attached is a sketch that shows the areas the Parish is looking to use until such time as the rest of the project is completed. They will not be occupying other portions of the building. The primary reason for the request is that the parish needs to move down their Children's Religious Program which meets on Saturday afternoons from 2:OOPM — 4:OOPM. They are anticipating approximately 120 children and volunteers to participate. There will not be a continuous presence on site during the week occupying the structure until construction activities have been completed. understand from Daniel Nguyen, Site Superintendent, that he has been communicating with you and the Fire Department on completion of the life safety issues, exiting requirements and separation barriers, and that they are making progress, getting close to being compliant in the northern portion of the building. Thank you for your cooperation with the Parish through this process. Please let me know if you have questions or concerns. Sincerely, Kevin. J. Broderick, AIA 55 South Atlantic Street • Suite 301 • Seattle, WA 98134 • 206.682.7525 / Fax. 206.682.7529 0 PP R BRODERICK ARCHITECTS 55 S. ATLANTIC STREET, SUITE 4301 SEATTLE, WASHINGTON 98134 206.682.7525 VIETNAMESE MARTYRS: 6801 S. 180TH STREET • TUKWILA, WA 98188 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Corporation of the Catholic Archbishop of Seattle Office of Property and Construction Services 710 9th Avenue Seattle WA 98104-1017 Attn: Mr. Frank Feeman, CFO October 1, 2013 RE: Structural roof diaphragm deferral of 2012 IBC Section 3408.4. Dear Mr. Feeman: I have considered your request for deferral of the required improvements to the roof diaphragm. 1 find that this request can be accepted provided that there is acknowledgement and acceptance by the Archdiocese of the following conditions: 1. The central open spaces identified in exhibit A, sheet A0.1, shall be secured at all entry points by lockable doors. The access doors to these spaces shall be placard with signage "No Occupancy". 2. Open area 3, adjacent to the kitchen will be posted as 269 maximum occupant load. 3. The Narthex will be used only as egress to and from the sanctuary and assembly that is normally takes place prior to and after mass. 4. The remainder of the building will be used for classrooms and office use. 5. The construction documents that were submitted for building permit application D13 -175 shall be revised such that all plan sheets and details will identify the areas that will not be occupied. These revisions shall be submitted to the City for approval prior to issuance of the building permit. 6. An operations permit for "places of assembly" shall be obtained from the Tukwila Fire Department. Said permit shall be obtained prior to final occupancy approval. 7. The Archdiocese, upon request by the City, its agents, or employees, shall grant the City and its agents, and employees, the right to enter upon the property at any time to inspect the premises to determine compliance with the conditions set forth herein. 8. The Archdiocese shall defend, indemnify, and hold harmless the City of Tukwila, its officers, officials, employees, agents, and volunteers from and against any and all claims, suits, or liabilities for injury or death of any person, or for loss or damage to property, which may arise from failure of the lateral resisting elements of the roof structure during a seismic event. 9. On or before five years after the acceptance date of these conditions the Archdiocese will obtain a building permit and proceed with the development phase of a permanent sanctuary for the parish or proceed with the structural improvements to the roof diaphragm and the development of any required shear walls in accordance with ASCE 41-06 or the referenced edition in effect at the time of permit application. By signing below, the Archdiocese certifies that'it understands the conditions set forth above and that it knowingly and voluntarily agrees to abide by those conditions. Robert Benedicto, Building Official City of Tukwila, WA Encl: Exhibit A CC: Don Tomaso, Tukwila Fire Marshal Kevin Broderick, Project Architect Acknowledgement & acceptance by Mr. Frank Feeman, CFO Corp. ration of the Catholic Arc, .ishop of Seat ,', WA Date: Jim Dunaway From: Gary Schenk <gschenk@ci.seatac.wa.us> Sent: Thursday, December 05, 2013 10:57 AM To: Jim Dunaway Subject: RE: D13-175 Vietnamese Martyrs TCO Perfect!! From: Jim Dunaway f mailto:Jim.Dunaway@TukwilaWA.govl Sent: Thursday, December 05, 2013 10:38 AM To: 'Kevin Broderick' Cc: Gary Schenk Subject: RE: D13-175 Vietnamese Martyrs TCO Mr. Broderick Thank you for your letter and plan. To clarity, your letter is incorrect in its reference to Temporary Conditional Use Permit. That is not the case. The Church will be granted occupancy to that portion of the building, when the area in question has met all required conditions. Also, please inform the owners that the interior hardware doors do not meet ANSI requirements as required, and spelled out in your approved plan set. The hardware in the area requested for occupancy, does not meet code. The existing hardware needs to be removed or replaced prior to occupancy. We are also still awaiting the Final letter from the Test Lab indicating the area in question for early occupancy is complete and conforming. If you have any questions or concerns with reference to this project please, fill free to contact me. _lames DunapvaJ, se..iorContbLIt.atirn. inspectrr Cite of Tukwila 6300 southceytter suite too Tulety to V/asl?iitigto, g1.48-36jZ* 206-431-3674 jint.duktawaegtulewilawa.gov The City of Opportunity, the Community of Choice From: Kevin Broderick [mailto:kevin@broderickarchitects.com] Sent: Wednesday, December 04, 2013 4:03 PM To: Kevin Broderick Cc: Jim Dunaway Subject: D13-175 Vietnamese Martyrs TCO Hi Jim, Please find attached our request for TCO for the northern portion of the Vietnamese Martyrs facility at 6801 S. 180th Street. Let me know if you need any additional information to help facilitate this. Thank you, Kevin Kevin J. Broderick, AIA kevin@broderickarchitects.com 55 S. Atlantic Street, Suite 301 1 Seattle, WA 98134 (206) 682-7525 www.broderickarchitects.com 2 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 8, 2013 Nancy Guttormsen Archdiocese of Seattle Office of Property and Construction Services 710 Ninth Ave Seattle, WA 98104-2017 Dear Ms. Guttormsen, Enclosed is a fully executed copy of the Structural Roof Diaphragm deferral for the Church of the Vietnamese Martyrs to be located at 6841 S 180 Street. Encl: Structural Roof Diaphragm Deferral File: D13-175 W:\Permit Center1D13-175.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ARCHDIOCESE OF SEATTLE OFFICE OF PROPERTY AND CONSTRUCTION SERVICES 206-382-4851 FAX: 206-382-4266 October 2, 2013 Bob Benedicto, Building Official City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Bob: • 7I0 9TH AVE SEATTLE, WA 98104-20I7 www.seattlearchdiocese. org RECEIVED CITY OF TUKWILA OCT 0 8 2C13 PERMIT CENTER Per my e-mail of today I am enclosing the signed original document for the Vietnamese Martyrs for your files. Thoma n�k yo u, ���� [ �l Nancy Gu ormsen On Behalf of Ed Foster Enc. 1 BACKFLOWS NORTHWEST 12819 SE 38th St #57 — WA 98006 — PHONE 425-277-2888—FAX 425-671-0809 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT # Assembly ID Invoice # C. 9 3E1 Purveyor NAME OF PREMISE r VLp{,.wMood-yrs jl Commercial a...Residential ❑ SERVICE ADDRESS 6j SO! �; / ,SO f--`-`571--571--' ` �CATV 773 6.c.7))ek. ZIP 9 Sq grV CONTACT PERSON PHONE( ) FAX( ) LOCATION OF ASSEMBLY � . 5, al,' DOWNSTREAM PROCESS %/'✓/ DCVA Id—RPBA 0 PVBA 0 DCDA 0 NEW INSTALL 0 EXISTING REPLACEMENT 0 OLD SER. # MAKE OF ASSEMBLY rpzeWQ MODEL S,jZ.) PROPER INSTALL?YES 9O 0 SERIAL NO. , 32 S2 Yr SIZE % P AIR GAP INSPECTION: Required minimum air gap separation provided? Yes 0 No ❑ Detector Meter Reading REMARKS: LINE PRESSURE/W--PSI TESTERS SIGNATURE: TESTERS NAME PRINTED:9 Jeremy Simkins TESTERS PHONE # ( 425) 277-2888 CONFINED SPACE? CERT. NO. B3255 DATE -c REPAIRED BY: FINAL TEST BY: DATE CERT. NO. B3255 DATE CALIBRATION DATE: 4-01-13 GAUGE # 05051357 MODEL: _845-5 SERVICE RESTORED? YESA,NO 0 1 cert j' that this report is accurate, and / have used WAC 246-290-490 approved test methods and test, equipment. RECEIVED DEC 09 2013 13 " I%S TUKvviL ®...ot.rohin A.Enr:►Fssr:. 0 U w LL H w cc w 0 INITIAL TEST PASSED -E DCVA / RPBA DCVA / RPBA RPBA PSID PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT AIR INLET OPENED AT PSID CLOSED TIGHT LEAKED . ) t 2 ■ PSID CLOSED TIGHT LEAKED ■ )' 3 PSID #1 CHECK PSID AIR GAP OK? DID NOT OPEN 1 FAILED ■ NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID • i ■ ❑ ■ ■ ❑ • ■ 1 0 0 ❑ ❑ ■ ■ LEAKED 0 • ■ ■ 0 • 0 • 0 CLEANED ■ REPAIRED ■ TEST AFTER REPAIRS PSID PSID OPENED AT PSID AIR INLET PSID LEAKED ■ LEAKED • PASSED ■ #1 CHECK PSID CHK VALVE PSID FAILED ■ AIR GAP INSPECTION: Required minimum air gap separation provided? Yes 0 No ❑ Detector Meter Reading REMARKS: LINE PRESSURE/W--PSI TESTERS SIGNATURE: TESTERS NAME PRINTED:9 Jeremy Simkins TESTERS PHONE # ( 425) 277-2888 CONFINED SPACE? CERT. NO. B3255 DATE -c REPAIRED BY: FINAL TEST BY: DATE CERT. NO. B3255 DATE CALIBRATION DATE: 4-01-13 GAUGE # 05051357 MODEL: _845-5 SERVICE RESTORED? YESA,NO 0 1 cert j' that this report is accurate, and / have used WAC 246-290-490 approved test methods and test, equipment. RECEIVED DEC 09 2013 13 " I%S TUKvviL ®...ot.rohin A.Enr:►Fssr:. 0 U w LL H w cc w 0 BACKFLOWS NORTHWEST 12819 SE 38th St #57 - WA 98006 - PHONE 425 -277 -2888 -FAX 425-671-0809 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT # Assembly ID Invoice # C / 3S,Purveyor NAME OF PREMISE // rVI ( v - res}a.C',� ,Pa444h Commercial residential 0 SERVICE ADDRESS £ jO/I S. ),sof--- ,5 t " CITY _~ / /CA ZIP 9 i irr CONTACT PERSON PHONE ( ) FAX ( ) �j LOCATION OF ASSEMBLY ) MAP...et'? ( 1,1 Pru -v ^I- 1- V` e s ke,p iec os s Papfa�. DOWNSTREAM PROCESS )r/«c(L22I'. 1 DCVA Rgs. RPBA 0 PVBA 0 DCDA 02_43 h NEW INSTALL ❑ EXISTING 0- REPLACEMENT 0 OLD SER. # MAKE OF ASSEMBLY (AA f iCt S MODEL 75D [, `SERIAL NO. t' 9 v'' 2 SIZE 1 `-` PROPER INSTALL? YES 0 NO 0 INITIAL TEST PASSED DCVA / RPBA DCVA / RPBA RPBA PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT PSID AIR INLET OPENED AT PSID CLOSED TIGHT W LEAKED ■ .2' 2- PSID CLOSED TIGHT .ig- LEAKED ■ ‘CODID \ CPSID #1 CHECK PSID AIR GAP OK? NOT OPEN ■ FAILED ■ NEW PARTS REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID IN • • II III II B • •AND R LEAKED • I II • ■ ■ CLEANED ■ REPAIRED ■ TEST AFTER REPAIRS LEAKED D PSID OPENED AT PSID : AIR INLET PSID LEAKED • PSID #1 CHECK PSID CHK VALVE PSID PASSED ■ FAILED ■ AIR GAP INSPECTION: Required minimum air gap separation provided? Yes 0 No 0 Detector Meter Reading REMARKS: TESTERS SIGNATURE: TESTERS NAME PRINTED: REPAIRED BY: DATE LL" UJ Jeremy Simkins a. c U LINE PRESSURE PSI L� f...o CONFINED SPACE? CERT. NO. B3255 DATE 5 a(XJ L3 Lu TESTERS PHONE # ( 425) 277-2888 FINAL TEST BY: CERT. NO. B3255 DATE CALIBRATION DATE: 4-01-13 GAUGE # 05051357 MODEL: _845-5 SERVICE RESTORED? YES Ers-NO i7 I certify that this report is accurate, and 1 have used WAC246-290-490 approved test muhods and test equipment. RECEIVE'' DEC. 09 2013 D13••••• TUKvvi „ GI_IE21:1£:�ii1f�RK� RECEIVEn BACKFLOWS NORTHWEST DEC 09 2013 12819 SE 38th St #57 — WA 98006 — PHONE 425-277-2888—FAX 425-671-0809 TUKvvlt� PUBLIC WORKS BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT # Assembly ID Invoice # 2 1 35`1 Purveyor NAME OF PREMISE V Cpl*,a -yp,a1Q i1/4-A-y/t.4) Pa -t.(.' hh/ / l!Commercial] Residential 0 SERVICE ADDRESS (Og02 5, /�.)'`Sfi CITY / UkW//G ZIP CONTACT PERSON PHONE ( ) FAX ( ) LOCATION OF ASSEMBLY P1 L4 £Ur5wN DOWNSTREAM PROCESS ____T --7114_p DCVA 0 RPBA ❑ PVBA 0 DCDA NEW INSTALL 0 EXISTING- REPLACEMENT^0 OLD SER. # PROPER INSTALL? YES t'TNO 0 MAKE OF ASSEMBLY r�9C0 MODEL J ZO SERIAL NO. f O 3 ()---c19/4q SIZE (( INITIAL TEST PASSEDo�? DCVA / RPBA DCVA / RPBA RPBA PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT PSID AIR INLET OPENED AT PSID CLOSED TIGHT —f CLOSED TIGHT cam.. #1 CHECK PSID LEAKED ■ , l V v , PSID LEAKED ■ 1 6 PSID AIR GAP OK? DID NOT OPEN ■ FAILED ■ NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID II 1 • • II • LEAKED ■ 0 • ❑ n • 0 • • • • • CLEANED ■ 111 IIREPAIRED ❑ 0 TEST AFTER REPAIRS OPENED AT PSID AIR INLET PSID LEAKED ■ PSID LEAKED • PSID #1 CHECK PSID CHK VALVE PSID PASSED ■ FAILED ■ AIR GAP INSPECTION: Required minimum air gap separation provided? Yes 0 No 0 Detector Meter Reading REMARKS: LINE PRESSURE/ ga PSI CONFINED SPACE? TESTERS SIGNATURE: TESTERS NAME PRINTED: Jeremy Simkins REPAIRED BY: CERT. NO. B3255 DATE vo -7 ? TESTERS PHONE # ( 425) 277-2888 FINAL TEST BY: DATE CERT. NO. 83255 DATE CALIBRATION DATE: 4-01-13 GAUGE # 05051357 MODEL: 845-5 SERVICE RESTORED? YES4 NO 0 1 certify that this report is accurate, and 1 have used WAC 246-290490 approved test methods and test equipment 1)1'3ga 115 c LL z LiuZ z W a [E1- N G-uyN C.Dao) '>pg -(oF BACKFLOWS NORTHWEST 12819 SE 38th St #57 — WA 98006 — PHONE 425-277-2888—FAX 425-671-0809 BACKFLOW PREVENTION ASSEMBLY TEST REPORT DEC 09 Z013 I L.: VVIi—, PUBLIC WORK ACCOUNT # Assembly ID Invoice # al/ 3159 Purveyor NAME OF PREMISE V SRN— vtn2 , (M GLV 4 y ✓- S SERVICE ADDRESS ( / S,, +'-' 51- CITY /�war, ZIP Commercial 0 Residential 0 CONTACT PERSON PHONE ( ) LOCATION OF ASSEMBLY Set � ren DOWNSTREAM PROCESS pu.2.0-,2 DCVA .1 ,,PBA ❑ PVBA O DCDA ❑ FAX ( ) NEW INSTALL 0 EXISTING, REPLACEMENT 0 OLD SER. # PROPER INSTALL? YES 0 0 MAKE OF ASSEMBLY 6`6 MODEL S Osy SERIAL NO. AO 6,607 SIZE INITIAL TEST PASSED DCVA/ RPBA DCVA / RPBA RPBA PVBA/SYBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT PSID AIR INLET OPENED AT PSID CLOSED TIGHT g LEAKED PSID CLOSED TIGHT `g.- #1 CHECK PSID LEAKED ■ 3,5r PSID AIR GAP OK? DID NOT OPEN ■ FAILED ■ NEW PARTS REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE AT PSID III III 11.■ • IIHELD ■ 0AND ■ ■ ■ ■ LEAKED II 1 II■ • CLEANED ■ 1 • 0 1 ■ 0 REPAIRED ■ TEST AFTER REPAIRS OPENED AT PSID AIR INLET PSID LEAKED ■ PSID LEAKED • PSID #1 CHECK PSID CHK VALVE PSID PASSED ■ FAILED in AIR GAP INSPECTION: Required minimum air gap separation provided? Yes 0 No 0 Detector Meter Reading REMARKS: TESTERS SIGNATURE: TESTERS NAME PRINTED: Jeremy Simkins REPAIRED BY: LINE PRESSURE CONFINED SPACE? PSI CERT. NO. ]33255 DATE TESTERS PHONE # ( 425) 277-2888 DATE FINAL TEST BY: CERT. NO. B3255 DATE CALIBRATION DATE: 4-01-13 GAUGE # 05051357 MODEL: 845-5 SERVICE RESTORED? YES El- NO 0 1 cog; that this report is accurate, and I have used WAC 246-290-490 approved test methods and test equipment DI3r15' PERMANENT FILE COPY 2.b • • BACKFLOWS NORTHWEST RECEIVED IJUL302013 12819 SE 38th St #57 — WA 98006 — PHONE 425-277-2888—FAX 425-671-0809 TUKVVIIJ-+ PUBLIC WORKS BACKFLOW PREVENTION ASSEMBLY TEST REPORT • ACCOUNT # Assembly ID Invoice # C t% 3WPurveyor NAME OF PREMISE .J (MJF- VLCt 44 c U G.t.44L1 SERVICE ADDRESS 6 Sol J. 1 "f CITY --,� 11„.c-, % /. ZIP 9 ) LS b Commercial [..Residential 0 CONTACT PERSON PHONE ( ) FAX ( ) LOCATION OF ASSEMBLY Laj l4A.O l'7 (t^ PY1.1N, 1- IA igiu s kn.c, ,Gino&$ Pa, DOWNSTREAM PROCESS )r✓i -zM t DCVA RPBA 0 PVBA 0 DCDA 0 NEW INSTALL 0 EXISTING fiI- REPLACEMENT 0 OLD SER. # MAKE OF ASSEMBLY litik I `C► as MODEL 750 )C(.. `SERIAL NO. 46 S 94 2 SIZE It-` PROPER INSTALL? YES 0 NO 0 INITIAL TEST PASSED= DCVA / RPBA DCVA / RPBA RPBA PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT PSID AIR INLET OPENED AT__ PSID CLOSED TIGHT "& CLOSED TIGHT #1 CHECK PSID LEAKED ■ - e./' oZ PSID LEAKED ■ PSID AIR GAP OK? DID NOT OPEN • FAILED ■ NEW PARTSIII AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID ■ ■ ■ 1 ■ • ■ ■ ■ ■ ■ LEAKED ■ II ■ ■ ■ ■ III CLEANED ■ III III• III 1 • REPAIRED ■ TEST AFTER REPAIRS LEAKED • PSID LEAKED • PSID OPENED AT PSID AIR INLET PSID #1 CHECK PSID CHK VALVE PSID PASSED ■ FAILED ■ AIR GAP INSPECTION: Required minimum air gap separation provided? Yes 0 No 0 Detector Meter Reading REMARKS: TESTERS SIGNATURE: TESTERS NAME PRINTED: Jeremy Simkins REPAIRED BY: FINAL TEST BY: CALIBRATION DATE: 4-01-13 GAUGE # 05051357 MODEL: 845-5 SERVICE RESTOREIFFNTER / certify that this report is accurate, and 1 have used WAC 246-290-490 approved test methods and test equipment. LINE PRESSURE 771 PSI CONFINED SPACE? CERT. NO. B3255 DATE S -3 TESTERS PHONE # ( 425) 277-2888 RECEIVED DATE CITY OF TUKWILA CERT. NO. B3255 DATE JUL 152013 X.b • • BACKFLOWS NORTHWEST 12819 SE 38th St #57 — WA 98006 — PHONE 425-277-2888—FAX 425-671-0809 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT # Assembly ID NAME OF PREMISE SERVICE ADDRESS CONTACT PERSON LOCATION OF ASSEMBLY Invoice # C l 3E, Purveyor v1G�.tix P��IL Ste, -Y{ (244-4;LI Commercial am -Residential 0 54--- CITY V .w, )64, ZIP 7SLW PHONE( . S. c £/4? DOWNSTREAM PROCESS %J'✓/ FAX ( ) DCVA --RPBA 0 PVBA 0 DCDA 0 NEW INSTALL 0 EXISTING REPLACEMENT 0 OLD SER. # MAKE OF ASSEMBLY (. /0 MODEL SS -Z) PROPER INSTALL? YESO 0 SERIAL NO. A 32 g--;;;2---- SIZE INITIAL TEST PASSED FAILED ■ DCVA/RPBA DCVA / RPBA RPBA PSID PVBA/SVBA PSID CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT AIR INLET OPENED AT CLOSED TIGHT LEAKED 1 r 2 CLOSED TIGHT LEAKED ), 3 - #1 CHECK PSID ■ PSID ■ PSID DID NOT OPEN AIR GAP OK? • NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART — — CLEAN REPLACE PART CHECK VALVE HELD AT PSID • • 1 • II II• I II • • • I • LEAKED ■ • 1 CLEANED REPAIRED • • ■ ■ TEST AFTER REPAIRS PASSED ■ FAILED ■ LEAKED ■ PSID LEAKED • PSID OPENED AT PSID AIR INLET PSID PSID 41 CHECK PSID CHK VALVE AIR GAP INSPECTION: Required minimum air gap separation provided? Yes 0 No 0 Detector Meter Reading REMARKS: LINE PRESSURE/ 5frPSI CONFINED SPACE? TESTERS SIGNATURE: TESTERS NAME PRINTED: Jeremy Simkins REPAIRED BY: _....CERT. NO. B3255 DATE -1`c TESTERS PHONE # ( 425) 277-2888 RECEIVED CITY OF TUKWILA FINAL TEST BY: CERT. NO. B3255 DATE JUL 15 2013 DATE PERMIT CENTER CALIBRATION DATE: 4-01-13 GAUGE # 05051357 MODEL: 845-5 SERVICE RESTORED? YES NO 0 1 certify that this report is accurate, and 1 have used WAC 246-290-490 approved test methods and test equipment. • • BACKFLOWS NORTHWEST 12819 SE 38th St #57 — WA 98006 PHONE 425-277-2888—FAX 425-671-0809 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT # Assembly ID Invoice # C 13SY Purveyor NAME OF PREMISE /44..6 lam'' CommercialA Residential 0 SERVICE ADDRESS (OR:312 5, /so4'`Sfi CITY / (�kC4)//u ZIP CONTACT PERSON PHONE ( ) • ,W\ LOCATION OF ASSEMBLY FAX ( ) DOWNSTREAM PROCESS NEW INSTALL 0 DCVA 0 RPBA 0 PVBA 0 DCDA ,,(( �p'` 7 r PROPER INSTALL? VES 1�"1N0 0 MAKE OF ASSEMBLY re-JOCO MODEL VO SERIAL NO. 7 -O 3 n 3 L)u ') SIZE S ( EXISTING,I— REPLACEMENT 0 OLD SER. # INITIAL TEST PASSEDo FAILED ■ DCVA / RPBA DCVA / RPBA RPBA PSID PVBA/SVBA CHECK VALVE NO.I CHECK VALVE NO.2 OPENED AT AIR INLET OPENED AT PSID CLOSED TIGHT LEAKED „^� `J . a �/ CLOSED TIGHT ciE #1 CHECK PSID IN PSID LEAKED ■ /, • 1. (a PSID AIR GAP OK? DID NOT OPEN • NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID • ■ ■ IN ■ II ■ ■ ■ ■ • LEAKED ■ ■ ■ ■ ■ 0 • ■ ■ ■ • 1 ■ • CLEANED REPAIRED ■ TEST AFTER REPAIRS PSID OPENED AT PSID AIR INLET PSID LEAKED • LEAKED • PSID #1 CHECK PSID CHK VALVE PSID PASSED ■ FAILED ■ AIR GAP INSPECTION: Required minimum air gap separation provided? Yes 0 No 0 Detector Meter Reading LINE PRESSURE/ aPSI CONFINED SPACE? REMARKS: TESTERS SIGNATURE: CERT. NO. B3255 DATE 5-720 TESTERS NAME PRINTED: Jeremy. Simkins REPAIRED BY: TESTERS PHONE #( 425) 277-2888 RECEIVED DATE CITY OF TUKWILA FINAL TEST BY: CERT. NO. B3255 DATE JUL Z 5 2013 CALIBRATION DATE: 4-01-13 GAUGE # 05051357 MODEL: 845-5 SERVICE RESTORED?YES NO ITER 1 certify that this report is accurate, and I have used WAC 246-290-490 approved test methods and test equipment. nim,- I7e A.L • • BACKFLOWS NORTHWEST 12819 SE 38th St #57 — WA 98006 — PHONE 425-277-2888—FAX 425-671-0809 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT # Assembly ID invoice # eil 3159 Purveyor NAME OF PREMISE V Lit— vinA,,vikv ✓ Commercial 0 Residential 0 SERVICE ADDRESS OV 5. i )*'' 5I CITY/ /__.ks _ ZIP CONTACT PERSON PHONE( ) FAX( ) LOCATION OF ASSEMBLY ` R t szi. 4F-1.44 DOWNSTREAM PROCESS FA -e /S., G:::)G�. ...-4) DCVA . 42.PBA 0 PVBA 0 DCDA 0 NEW INSTALL 0 EXISTING. REPLACEMENT 0 OLD SER. # PROPER INSTALL? YES LO 0 MAKE OF ASSEMBLY j=" 6e6 MODEL S USql SERIAL NO. O (t0 (0107 SIZE INITIAL TEST PASSEDDID FAILED ■ DCVA:/RPBA DCVA / RPBA RPBA PSID PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT AIR INLET OPENED AT PSID CLOSED TIGHT LEAKED ? PSID CLOSED TIGHT LEAKED t ys #1 CHECK PSID ■ PSID AIR GAP OK? NOT OPEN ■ NEW PARTS• AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID • • • N • • • III ■ 1 • III LEAKED • • 1 • CLEANED ■ REPAIRED ■ TEST AFTER REPAIRS LEAKED ❑ PSID PSID OPENED AT PSID AIR INLET PSID LEAKED • #1 CHECK PSID CHK VALVE PSID PASSED • FAILED ■ AIR GAP INSPECTION: Required minimum air gap separation provided? Yes 0 No 0 Detector Meter Reading REMARKS: LINE PRESSURE /el6PSI CONFINED SPACE? TESTERS SIGNATURE: CERT. NO. B3255 DATE J 73 TESTERS NAME PRINTED: Jeremy Simkins TESTERS PHONE # ( 425) 277-2888 REPAIRED BY: DATE FINAL TEST BY: CERT. NO.. B3255 DATE [U13 PERN�r CE JTER CALIBRATION DATE: 4-01-13 GAUGE # 05051357 MODEL: 845-5 SERVICE RESTORED? YES NO 1 certify that this report is accurate, and 1 have used WAC 246-290-490 approved test methods and test equipment. Ni17S OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 278478 Project: VMP Project Address: 6801 South 180th Street, Tukwila • Permit Number: Job Number: . D13-175 13-0622 8800 39th Avenue S, Seattle client: ADTe uonsiruuuuii di iu rviou i, ,..w _.._.._ .__ - - - Inspections Performed Steel Decking Other (specify): Other (specify): Structural Steel Fabrication Structural Steel Erection (Cancel) X Inspector and Date Remarks Isaac Ruoff 11/13/2013 Arrived on site at 7:00 a.m. as scheduled for structural steel erection inspection. The contractor arrived at 8:00 a.m. and canceled the inspection. Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others ECEIVED CITY OF TUKWILA DEC 2 7 2013 PERMIT CENTER Technical Responsibility: liji* 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) ECE IED DEC 23 2013 C;�iWu 1�)iVl1 Y I)EVELOPMENT OTTO ROSENA U & ASSOCIATES, INC. Project: VMP Project SPECIAL INSPECTION & MATERIALS TESTING OPEN ISSUE LOG Permit: D13-175 Job No.: 13-0622 Date Updated: 10/26/13 Item No. Inspection Date Report No. Inspector(s) Remarks Action Required (le Reinspection/Englneer follow up) Date Resolved 1 10/15/2013 248375 Jim Linehan Engineer approval 11/27/13 - - - = - - - - - - - - - - - - - - - - - — - - 2 10/25/13 248244 Craig.- Bechtold n • • :cpansion Engineer's approval 11/27/13 - __. ___- = n • , �- - - - - - - - - = • • et... - 5-ttial-veriflod: 4'^^ T.= - - .•.:2`. -- - - - - - - - - - 3 10/26/13 274416 Bechtold 3 n Engineer's approval 11/27/13 p„o Tncec -- _ ....,..••:• _ ' Copies to: Client Owner Architect X Engineer X Contractor X Building Dept. Technical Responsibility: 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 r OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 279070 Project: Address: Client: CONSTRUCTION INSPECTION REPORT VMP Project 6801 South 180`" Street, Tukwila Able Construction and Main, LLC Permit Number: Job Number: Client Address: ..r ^. 4xc•wC\ E- 02 2313 D13-175 t,1--Vt_!L4►'i 13-0622 8800 39th Avenue S, Seattle Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection X Other (specify): Other (specify): Inspector and Date Remarks Ernest Leimkuhler On site to visually inspect steel welds to AWS D1.1 standard, IBC 2009 and signed approved 11/11/13 drawings. Items inspected on seismic upgrades to pre -fabricated steel building: 1. Shear tabs on roof purlins per 1/S3.0. 2. Hollow structural section (HSS) 4x4x1/4 to lower flange of existing steel arch per 2/S3.0. 3. Welding of arch flange bolted connection at tops of wall columns per 11/S3.0 and RFI. 4. HSS horizontal brace between arch columns at tops of walls to saddle to column per 12/S3.0. 5. Shear tabs for X -braces to existing columns tops and bases per 14/S3.0. Many welds were found to be incomplete, and plans were made for completion of welds and a subsequent inspection to verify conformance with signed approved drawings. Welder: Welder credentials to be verified. Work in progress. No work completed for inspection. Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: 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) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 279074 Project: Address: Client: CONSTRUCTION INSPECTION REPORT VMP Project 6801 South 180th Street, Tukwila Able Construction and Main, LLC Permit Number: Job Number: Client Address: D13-175 13-0622 8800 39th Avenue S, Seattle Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection X Other (specify): Other (specify): Inspector and Date Remarks Ernest Leimkuhler On site to visually inspect steel welds to AWS D1.1 standard, IBC 2009 and signed approved 11/15/13 drawings. Items inspected, on seismic upgrades to pre -fabrication steel building: 1. Shear Tabs on roof purlins per 1/S3.0. 2. Hollow structural section (HSS) 4x4x1/4 to lower flange of existing steel arch per 2/S3.0. 3. Welding of arch flange bolted connection at tops of wall columns per RFI Sect-A/E-3. 4. HSS horizontal brace between arch columns at tops of walls to saddle to column per 12/S3.0. 5. Shear tabs for X -braces to existing columns tops and bases per 14/S3.0. Welders: Lloyd J. Green #W04604 , Exp. Oct. 1 , 2014 Structural SMAW, FCAW, Reinforcing steel SMAW, Sheetmetal FCAW. Chris D. Campbell #W00467, expiration date: April 1, 2014. Structural SMAW, FCAW, Structural Pipe SMAW, Sheetmetal SMAW. All items conform to AWS D1.1, signed approved drawings and 2009 IBC. Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: kfili 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) OTTO ROSENAU & ASSOCIATES, INC.Nov 212013 Geotechnical Engineering, Construction Inspection & Materials Testing O`„��Ut'ML-Nt PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 13-0622 Report Number: 248244 Permit Number: D13-175 Project: VMP Project Client: Able Construction Address: 6801 South 180th Street, Tukwila Address: 8800 39th Avenue S, Seattle Inspector: Craig Bechtold Date: 10/25/13 Description/Location: Inspected placement of 5/8" x 8 %2" Simpson Wedge All expansion bolts for installation of 6" x6" pressure treated lumber into existing slab on grade. The approved drawings indicate that Simpson Titen HD were to be used in this application. Trung Nguyen indicated that Ira Gross the structural engineer, approved verbally to him that 5/8" x 8' /2" Wedge All were acceptable with 2'/" embedment depth. Embedment depth ranged from 1 '/z' to 2'/2'. Trung also indicated that periodic inspection was all that was required, which contradicts the note in the approved plans regarding inspection of anchor bolts. 45 total verified. Intended Use: See above. Building Code & Year: *Pending engineer of record's approval. Reference Standard(s) Used: Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms Does Not Conform X* 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-87-02(Rev 05/13) Anchor Size & Quantity: 5/8" x 8'/2" Anchor Style: ►4 Expansion ■ Screw • Sleeve • Drop In ESR Number: 1396 Anchor Manufacturer: Simpson Anchor Type: Wedge All Hole Diameter: 5/8" Hole Depth: 3" Required Embedment: See above. Anchor Length: 8Y2" Concrete Thickness: Unknown Concrete Strength: Unknown Base Material: ►/ Normal Weight Concrete ■ Light Weight Concrete • CMU • Brick ■ Composite Deck Hole Cleaning: ►1 Compressed Air • Hand Pump • Other: ORA Torque Wrench ID: 02651 Torque: 90 ft -lbs Drill Bit (ANSI B212.15): i1 Yes ■ No Weather: Indoors Ambient Temperature: 58°F *Pending engineer of record's approval. Reference Standard(s) Used: Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms Does Not Conform X* 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-87-02(Rev 05/13) OTTO ROSENAU & ASSOCIATES, INC. V 212013 Geotechnical Engineering, Construction Inspection & Materials Testing NO Job Number: 13-0622 DLV I-LUNMI�IJ 1 PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: 274416 Permit Number: D13-175 Project: VMP Project Client: Able Construction & Maintenance, LLC Address: 6801 S 108th Street, Tukwilla Address: 8800 39th Avenue S, Seattle Inspector: Craig Bechtold Date: 10/26/13 Description/Location: Inspected placement of (8) %" all threads for the interior elevation at pilaster detail SR -1 dated 08/2013 from I.L. Gross Engineering. 2 of 4 all threads, installed at tabs, one each side with 6" embed into existing pilaster, per SR -1. 6 of 8 all threads installed with 4" embedment (depth of embedment not on SR -1). Intended Use: Building Code & Year: IBC 2009 Anchor Length: (6) 8", (2) 8" Hole Depth: 4", 6" Required Embedment: 6" for tabs Hole Diameter: 7/8" Concrete Thickness: Concrete Strength: Unknown Base Material: ® Normal Weight Concrete ❑ Light Weight Concrete 0 CMU 0 Brick ❑ Composite Deck Hole Cleaning: ® Compressed Air 0 Hand Pump ❑ Other: Compressed Air PSI: 150 Brushed: ® Yes ❑ No Hole Condition: ® Dry 0 Damp 0 Water Saturated 0 Submerged Drill Bit (ANSI B212.15): 0 Yes ❑ No Approved Diamond Cored Hole: ❑ Yes 0 No Adhesive Type: Sika - Anchor Fix 2 Expiration Date: 8/20/14 ICC ESR #: Weather: Inside Ambient Temperature: 60°F Substrate Temperature: 60°F *Conformance pending engineer's approval Reference Standard(s) Used: Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms Does Not Conform X* /1/1111111 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 -86-01 (Rev 09/09) Steel Thread ■ Reinforcing ►1 All Bar/Dowel Size & Quantity: Anchor Size & Quantity: 3/4' - 8" Rebar Manufacturer: Type of Steel (ASTM): A-36 Other: A-325 A-449 • • • ■ Rebar Grade: • 40 ■ 60 • Other: A-775 Other: Type of Bar: • A-615 ■ A-706 • • Special Ductile Quality (SDQ): Yes No • ■ Anchor Length: (6) 8", (2) 8" Hole Depth: 4", 6" Required Embedment: 6" for tabs Hole Diameter: 7/8" Concrete Thickness: Concrete Strength: Unknown Base Material: ® Normal Weight Concrete ❑ Light Weight Concrete 0 CMU 0 Brick ❑ Composite Deck Hole Cleaning: ® Compressed Air 0 Hand Pump ❑ Other: Compressed Air PSI: 150 Brushed: ® Yes ❑ No Hole Condition: ® Dry 0 Damp 0 Water Saturated 0 Submerged Drill Bit (ANSI B212.15): 0 Yes ❑ No Approved Diamond Cored Hole: ❑ Yes 0 No Adhesive Type: Sika - Anchor Fix 2 Expiration Date: 8/20/14 ICC ESR #: Weather: Inside Ambient Temperature: 60°F Substrate Temperature: 60°F *Conformance pending engineer's approval Reference Standard(s) Used: Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms Does Not Conform X* /1/1111111 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 -86-01 (Rev 09/09) OTTO ROSENAU & ASSOCIATES, INC. RECEIVED Geotechnical Engineering, Construction Inspection & Materials Testing NOV 21 2013 • DEVL-LUI'MEN f PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number: 13-0622 Report Number: 248375 Permit Number: D13-175 Project: VMP Project Client: Able Construction Address: 6801 South 180th Street, Tukwila Address: 8800 39th Avenue S, Seattle Inspector: Jim Linehan Date: 10/15/2013 Description/Location: On site for periodic inspection of anchor bolts for roof to wall tie connections at perimeter walls (N, E, S and W). Noted spelling at one location approximately 12' west of NE most corner of building at Tilt -panel joint. Contractor re -drilled diagonally (north-easterly) into panel. Contacting Engineer for acceptance. * Intended Use: Anchor bolts Building Code & Year: 2009 IBC Reference Standard(s) Used: Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms Does Not Conform X* 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-87-02(Rev 05/13) Anchor Size & Quantity: W' (175) Anchor Style: ■ Expansion Screw • Sleeve ■ Drop In ESR Number: 2713 Anchor Manufacturer: Simpson Anchor Type: TITEN Hole Diameter: '/z" Hole Depth: 5" Required Embedment: 5" Anchor Length: 5" Concrete Thickness: Existing Concrete Strength: Existing Base Material: Normal Weight Concrete ■ Light Weight Concrete • CMU • Brick • Composite Deck Hole Cleaning: @ Compressed Air • Hand Pump • Other: ORA Torque Wrench ID: N/A Torque: N/A ft -lbs Drill Bit (ANSI B212.15): ►4 Yes ■ No Weather: Indoors Ambient Temperature: 65°F Reference Standard(s) Used: Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms Does Not Conform X* 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-87-02(Rev 05/13) OTTO ROSENAU & ASSOCIATES, INC. SPECIAL INSPECTION & MATERIALS TESTING OPEN ISSUE LOG Project: VMP Project Permit: D13-175 Job No.: 13-0622 Date Updated: 10/26/13 Item No. Inspection Date Report.Action No. nspector(s) Remarks Required (ie Reinspection/Engineer follow up) Date Resolved 1 10/15/2013 248375 Jim Linehan Noted spalling at one location approximately 12' west of NE most corner of building at Tilt -panel joint. Contractor re -drilled diagonally (north-easterly) into panel. Engineer direction required 2 10/25/13 248244 Craig Bechtold Inspected placement of 5/8" x 8'/" Simpson Wedge All expansion bolts for installation of 6" x6" pressure treated lumber into existing slab on grade. The approved drawings indicate that Simpson Titen HD were to be used in this application. Trung Nguyen indicated that Ira Gross the structural engineer, approved verbally to him that 5/8" x 81/2" Wedge All were acceptable with 2'/" embedment depth. Embedment depth ranged from 1 W to 2 W. Trung also indicated that periodic inspection was all that was required, which contradicts the note in the approved plans regarding inspection of anchor bolts. 45 total verified. Engineer's approval 3 10/26/13 274416 Craig Bechtold Inspected placement of (8) 3/4' all threads for the interior elevation at pilaster detail SR -1 dated 08/2013 from I.L. Gross Engineering. 2 of 4 all threads, installed at tabs, one each side with 6" embed into existing pilaster, per SR -1. 6 of 8 all threads installed with 4" embedment (depth of embedment not on SR -1). Engineer's approval Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Technical Responsibility: Jeff Rabe, Project Manager < r- C z 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 OTTO ROSENAU & ASSOCIATES' INC. -,E.cEdv5) Geotechnical Engineering, Construction Inspection & Materials Testing env 212013 (,(0Ut'MLNC PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORI1 L Job Number: 13-0622 Report Number: 248271 Permit Number: D13-175 Project: VMP Project Client: Able Construction Address: 6801 South 180th Street, Tukwila Address: 8800 39th Avenue S, Seattle Inspector: Dwayne Helgeson Date: 10/10/2013 Description/Location: On site to inspect the installation of/2" TITEN screw anchors for Simpson LTT131 nailing straps and prefabricated brackets for roof to wall connections north and west elevations 48" on center. Intended Use: Anchor bolts Building Code & Year: 2009 IBC Periodic Inspections Reference Standard(s) Used: Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform 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-87-02(Rev 05/13) Anchor Size & Quantity: W' (28) Anchor Style: • Expansion // Screw • Sleeve ■ Drop In ESR Number: 2713 Anchor Manufacturer: Simpson Anchor Type: TITEN Hole Diameter: %" Hole Depth: 5" Required Embedment: 5" Anchor Length: 5" Concrete Thickness: N/A Concrete Strength: N/A Base Material: 0 Normal Weight Concrete ■ Light Weight Concrete • CMU ■ Brick ■ Composite Deck Hole Cleaning: ►� Compressed Air • Hand Pump • Other: ORA Torque Wrench ID: N/A Torque: N/A ft -lbs Drill Bit (ANSI B212.15): @ Yes ■ No Weather: Indoors Ambient Temperature: 63°F Periodic Inspections Reference Standard(s) Used: Copies to: Client X Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform 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-87-02(Rev 05/13) 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary Zone 1 Non -Residential ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info Project Address Church of the Vietnamese Martyrs Alteration X:Thange of Use Total Fenestration (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Fenestration Date 5/29/13 Semi -Heated Path 6801 S. 180th Street Non -Metal Frame Walls - Mass For Building Department Use FILE COP •• Walls - Steel Framed Tukwila, WA 98188 Walls - Wood Framed and Other U= Floors - Mass Applicant Name: Broderick Architects Floors - Wood Framed and Other Applicant Address: 55 S. Atlantic Street Suite 301, Seattle, WA /� Applicant Phone: 206-682-7525 P te . • . -- Project Description _Vew Building Addition Alteration X:Thange of Use Compliance Option jDrescriptive [omponent Performance (See Decision Flowchart (over) for qualifications) Teattle EnvStd Systems Analysis Occupancy Group *Nonresidential OMultifamily Residential Climate Zone *Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Fenestration Area Calculation These fenestration and wall values are calculated per inputs provided in the ENV - UA form. In the electronic form these cells auto -fill and cannot he edited Total Fenestration (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Fenestration 281 .6 16011.6 X 100 = 4 . 7% Semi -Heated Path Eyes Allowable if project meets all requirements as defined in section 1310.2. Only allowed as prescriptive path and must be calculated separately from other conditioned spaces. Limited to no reduced wall insulation levels. Requires other fuel heating and qualifying thermostat. Envelope Requirements (enter values as applicable) Minimum Insulation R -values Roofs - Insulation Above Deck Roofs - Metal Building R25+R11 LS Roofs - Single Rafter Roofs - Attic and All Others Non -Metal Frame Walls - Mass Walls - Metal Building Walls - Steel Framed R13 + 7 . 5ci Walls - Wood Framed and Other U= Floors - Mass Floors - Steel Joist Floors - Wood Framed and Other Maximum F -factors Slabs -on -Grade - Unheated Slabs -on -Grade - Heated Notes: RE -VIEWED FOR CODE COMPLIANCE APPROVED AUG 21 2013 City of Tukwila BUILDING DIVISION Envelope Requirements ( continued ) Maximum U -factors Vertical Fenestration Non -Metal Frame Metal Frame U= 0.40 Entrance Door Skylights - Without Curb Skylights - With Curb Opaque Doors - Swinging u= 0.60 Opaque Doors - Non -Swinging u= 0.60 Maximum SHGC (or SC) Vertical Fenestration Non -North 0.40 North 0.40 Skylights 0.35 RECEIVED CITY OF TUKWILA MAY 292013 PERMIT CENTER L R#REC l�1R1 DI; � 1�� 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary (back) Zone 1 Non -Residential ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Minimum Requirements for Prescriptive Option Use table to determine if project qualifies for the optional Prescriptive Option. All components must meet the stated Climate Zone Climate Zone 1 Climate Zone 2 .. _ x , Occupancy Grouo Nonresidential Residential, Other ' than Single -Family ; ' Nonresidential ' Residential, Other than Single -Family Opaoue Elements Insulation Min. R -Value Roofs Insulation Entirely above Deck R-30 c i R-38 c i R-30 c i R-38 c.i. Metal Building R-25 + R-11 Ls R-25 + R-11 Ls R-25 + R-11 Ls R-25 + R-11 Ls Single -Rafter R-38 R-38 R-38 R-38 Attic and Other R-38 adv or R-49 R-38 adv or R-49 . R-38 adv or R-49 R-38 adv or R-49 Walls, Above -grade Mass R-5 7 c i' R-114 c i' R-7.6 c.i. R-13.3 c.i. Metal Building R-13+R-75ci R-19+R-85ci R-13+R-75ci R-19+R-l6ci Steel Framed R-13 + R-7.5c.i. R-19 + R-8.5 c.i. R-13 + R-7.5 c.i. R-19 + R-14 c.i. Wood Framed and Other R-21 R-13 + R- 6 c.i. R-13 + R-7.5 c.i., or R-21 +R-2.5 c.i. R-21 + R-5 c.i. Below Grade Wall Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. R-30 c.i. R-30 c.i. Steel Joist R-38 + R-4 c.i. R-38 + R-4 c i R-38 + R-4 c i R-38 0+ R-4 c i Wood Framed and Other R-30 R-30 R-30 R-30 Slab -On -Grade Floors Unheated R-10 for 24 in. (with thermal break) R-10 for 24 in. (with thermal break). R- 10 for 24 in. (with thermal break) R- I0 for 24 in. (with thermal break) Heated R-10 c i (with thermal break) R-10 c i (with thermal break) R-10 c i (with thermal break) R-10 c.i. (with thermal break) Onaaue Doors Maximum U -Factor Swinging U-0.600 U-0.400 U-0.600 U-0.400 • Non -Swinging U-0.600 U-0.400 U-0.600 U-0.400 Fenestration'`O-40% ofWall ' ` _ Asseinbly MaximumU-factor (NFRC Rated Vertical Fenestration Nonmetal framing U-0.32 U-0.32 U-0.32 U-0.32 Metal framing U-0.40 U-0.40 U -0.4p0 U-0.40 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylight Without curb (i.e. sloped U-0.50 U-0.50 U-0.50 U-0.50 With curb (i.e. individual unit U-0 60 U-0 60 U-0 60 U-0.60 Fenestration`�0-40%sof Wall'�_ Asseinblv Maximum SHGC Factor Vertical Fenestration SHGC-0.40 all, OR SHGC-0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirement SHGC-0.40 all, OR SHGC-0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirement Skvliahts SHGC:-0 35 SHGC-0 35 SHGC-0 35 SHGC-0 35 The following definitions apply: c.i. = continuous insulation, Ls = liner system (see definitions) Footnote 1: Zone 1, nonresidential walls may be ASTM C90 concrete block walls; ungrouted or partially grouted at 32 inchhaseon center vertically and 48 inches or less on center honzontally, with ungrouted cores filled with matenal having a maximum themtaluctivity of 0.44 Btu-in/h•ft2• JF Ji 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope UA Calculations Zone 1 Non -Residential ENV -UA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address Church of the Vietnamese Martyrs Date 05/2,9/2013 Occupancy Group•Nonresidential l� Y O Multifamily residential Clear For Building Department Use Climate Zone *Zone 1 OZone 2 Fenestration Area as % gross exterior wall area 4.7% Max. Target: 40.0% Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2: U -factors shall come from chapter 10 or calculated per 1332. See the ENV -CHK worksheet for example of how to complete the rows on this form. Building Component Provide assembly ID & page/plan # for each bldg. element Proposed UA U -factor x Area (A) = UA (U x A) Target UA U -factor x Area (A) = UA (U x A) Roofs x m R= ID: R= ID: R= ID: 0.034 , Above Deck Insulation U-0.034 0° R= 38 ID: ROOF 4/A6.0 R= ID: R= ID: 0 .031 8250 255.8 0.031 8250 i 255.8 Metal Building U-0.031 L OR= R= ID: R= ID: ID: 0.027 Single raft, attic, other U-0.027 R=13+7.5 ID WI /A2.3 R= ID: R= ID: R= ID: 0.064 5860 375.0 0.064 5860 i 375.0 Opaque Walls - Above Metal Frm Steel frame/metal bldg U-0.064 Wood/Oth R= ID: R= ID: R= ID: R= ID: 0.057 Wood Frame, other ' U-0.057 Mass* R= ID: R= ID: R= ID: R= ID: Proposed assembly U -factor from Tables 10-5 thru 10-5B 0.150 Mass Wall U-0.150 Below 3rade Walls R= ID: R= ID: R= ID: Proposed assembly U -factor from Tables 10-5 thru 10-5B. Do NOT use Table 10-1. 0.150 Assumed to be Mass Wall U-0.150 c N a o U= O U= 0. 6 ID: entry doors ID: U= ID: 0.600 126 75.6 0.60 j 126 75.6 All Doors U-0.60 ,a o L R= ID: R= ID: R= ID: 0.029 I Floors U=0.029 F -factor i x Perimeter i= UA(U x A) F -factor x Perimeter = UA (U x A) o 10 E Cr C m a t R= ID: R= ID: R= ID: 0.540 Slab -On -Grade U-0.540 a V) yi a = R= ID: R= ID: Proposed assembly F -factors can use the unheated values in Table 10-2 0.360 Heated Slab -On -Grade 'U-0.360 `Zone CMU walls meeting Table 13-1 Footnote 1 can be entered with U -value of 0.15 rather than Table 10-5b values. Plans must clearly Page 1 state footnote requirements. Subtotal Area UA 14236 706 Area UA 14236 706 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope UA, continued. Zone 1 Non -Residential ENV -UA Project Address Church of the Vietnamese Martyrs Date 05/29/2013 Fenestration Area as % gross exterior wall area 4.7% Max. Target: 40. 0% For Building Department Use Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV-SHGC form. 2: Provide NFRC or Table 10-6 U -factor (See Section 1312.1) for fenestration assemby (combined frame and glazing performance). See the ENV -CHK worksheet for example of how to comolete the rows on this form. Building Component Provide assembly ID & page/plan # for each bldg. element Proposed UA U -factor x Area (A) = UA (U x A) Target UA U -factor x Area (A) = UA (U x A) Vertical Fenestration Metal Frame U= 0.4 ID: Fiberglass Window "A" U= ID: U= ID: U= ID: 0.40 26 10.3 0.40 I 26 10.3 Metal Frame U-0.40 Non -Metal U= ID: U= ID: U= ID: U= ID: 0.32 Non -Metal Frame U-0.32 Mt! entrance U= ID: U= ID: U= ID: U= ID: 0.60 l Metal Entance Door U-0.60 1 Skylights No Curb U= 0.5 ID: Existing Polycarbonate Skylight 7/A6.0 U= ID: U= ID: U= ID: 256 0.50 I 256 1 128.0 Without Curb U-0.50 I With Curb U= ID: U= ID: U= ID: U= ID: 0.60 Including Curb U-0.60` Page 2 Subtotal Page 1 Subtotal Total To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Area UA 282 10 14236 706 14518 717 Area UA 282 138 14236 706 14518 845 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily SHGC Calculation Zone 1 Non -Residential ENV-SHGC 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address Church of the Vietnamese Martyrs Date 05/29/2013 Fenestration Area as % gross exterior wall area 4 .7$ Prop. 140% Max.Target For Building Department Use Prescriptive PF Credit 0Yes *No Vertical North Facing Credit (1323.3 Exp. 2) Ores *No Notes: To comply the Proposed total SHGC x A for all fenestration (vertical & skylights) shall not exceed Target total SHGC x A. If the north facing credit is used then the north and non -north must comply separately with skylights being included with the non -north vertical fenestration. Skylights Proposed SHGC List ID & page #, NFRC or glass only SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A ID: existing polycarbonate skylight roof panels ID: ID: ID: ID: PF 256 r SHGC 0.40 0.45 0.35 256 89.6 Criteria SHGC All 0.35 * Note: Manufacturer's SC may be used in lieu of SHGC. Totals Nonresidential compliance is based upon combined skylight and vertical 256.0 Totals Totals 256.0 89.6 fenestration performance. Residential compliance is based upon skylight only. All Non -North Vertical Fenestration++ Proposed SHGC List ID & page #, NFRC or glass only SHGC+ PF PF Adjusted x Area (A) = SHGC x A Mult" SHGC Target SHGC SHGC x Area (A) = SHGC xA ID: Window "A" ID: ID: ID: ID: ID: ID: ID: ID: ID: 0.35 1.00 0.35 26 9 0.40 i 26 10.3 Criteria All Prescriptive North Total PF SHGC 0.40 0.45 ++Note: If projection factors or north vertical glazing credit are used Totals then vertical fenestration must be entered according to orientation. If 25. 6 9.0 Totals 25. 6 10.3 neither are used then ventical fenestration can be entered in either section. Non -North Total + Note: Manufacturer's SC may be used in lieu of SHGC. Fenestration that 9.0 99.9 separates conditioned space from a non -conditioned or semi -conditioned space shall be listed here with a proposed SHGC equal to the target value. •North Vertical Fenestration++ Proposed SHGC List ID & page #, NFRC or glass only SHGC+ PF PF Adjusted x Area (A) = SHGC x A Mult' SHGC Target SHGC SHGC x Area (A) = SHGC x A ID: ID: ID: ID: ID:,Prescrpt ID: Criteria Mixed North Orientation Separate All 0.40 ; , 0.45 PI `: 0.45 0.50 North Total For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A. If north glazing credit is used then north facing vertical fenestration must comply separately from non -north vertical fenestration and skylights. Grand Total 281.61 9.0 Area SHGC x A Grand Total 281.61 99.9 Area SHGC x A 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Target Area Adjustment Calculations 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address Church of the Vietnamese Martyrs Date 05/29/2013 If the total fenestration area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. SKY= Skylight. Refered to as overhead glazing in WSEC 1333 & 1334 and equations 13-1 & 13-2. VF = vertical fenestration. Refered to as vertical glazing in WSEC 1333 & 1334 and equations 13-1 & 13-2. NW = net wall (excludes fenestration, BG, and doors.) DBG = Doors and below grade wall. Total Fenestration = SKY + VF. Gross Exterior Wali Area= VF + NW + DBG Fenestration -> Opaque -> Gross Exterior Wall Area Proposed Areas Above Grade Walls Doors & BG Walls SKY= 256.0 VF= 25.6 0 v'.NW= 5860.0 DBG. 126.0 6011.6 Total Fenestration 281.6 Total Fenestration 281.6 Net AG Wall Area 5860.0 X Max Fenestration % (Table 13-1) 40.0% Maximum Target 2404.7 Excess Fenestration Excess Fenestration Vertical Fenestration metal frame non-metal frame metal entrance Skylight without curb with curb 100 Maximum Target Fenestration Area 2404.7 Excess Fenestration -2123.0 0 0 lesser -2123.0 Excess Fenestration AG Wall Steel Frame/metal Wood/Other frame Mass Sum of Proposed SHGC Calculation Skylights (all) Non -North Vertical Fenestration North Vertical Fenestration Target Fenestration 281.6 Target Net Wall Area 5860.0 Proposed Area 25.6 Proposed Area 256.0 Proposed Area 5860.0 6141.6 Proposed Area 256.0 25.6 X X X X X X X X X X X Total Fenestration 281.6 Net Wall 5860.0 Target VF Mult. 1.00 Target VF Mult. 1.00 Target Net Wall Mult. 1.00 Sum of Target Target VF Mult. 1.00 1.00 Target VF Multiplier 1.00 Target Net Wall Mult. 1.00 Target Area 25.6 Target Area 256.0 Target Area 5860.0 6141.6 Target Area 256.0 25.6 Apply to all Proposed Fenestration Areas to get Target Fenestration Area Apply to all Proposed Opaque AG Wall Areas to get Target Area Target areas in shaded boxes shall be used as target areas on ENV -UA. Sum of Proposed must equal Sum of Target. SHGC target areas in shaded boxes shall be entered as target areas on ENV-SHGC 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Building Permit Plans Checklist 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential ENV -CHK Revised February 2011 Project Address Church of the Vietnamese Martyrs 'Date 5/29/13 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes,no,na) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed N.A. 1310.2 Semi -heated spaces Semi -heated spaces identified on plans if allowed N.A. 1310.3 Cold Storage / refrigeratec All refrigerated spaces identified on plans. ENV-RFG completed. 1311 Insulation Yea 1311.1 General installation Indicate installation nethod, densities and clearances to achieve intended R -value of all insulation materials Title Yes 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts 4/A6.0 Yes 1311.3 Wall insulation Indicate R -value and framing matenal on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate mass of masonry walls if mass wall claimed Indicate loose -fill core insulation for masonry walls as necessary Indicate frequency of grouted cores and bond beams as necessary A2.3 NA NA NA NA NA N.A. 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents. NA NA NA NA N.A. 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected NA NA NA EXISTING SLAB N.A. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official Yes 1312 Glazing and doors Provide calculation of vertical and overhead glazing area as percent of gross wall area Yea 1312.1 U -factors Indicate glazing and door U -factors on glazing and door schedule (provide area -weighted calculations as necessary); Indicate if values are NFRC or default, if default then specify frame type, glazing layers, gapwidth, low -e coatings, gas filling x, . u A7.0 Yes 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area -weighted calculations by onentation as necessary) A7.0 1313 Moisture control Yes 1313.1 Vapor retarders Indicate vapor retarders applied to warm side of insulation A2.3 Yes 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; or list exception Indicate vap. retard. with sealed seams for non -wood structure A6.0 Yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A2 .3 N.A. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section N.A. 1313.5 Crawl space vap. ret. Indicate required grade ground cover with required overlapping. 1314 Air leakage N.A. 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping EXISTING BLDG. No 1314.2 Glazing/door sealing Specify maximum air leakage rates for fenestration and door products N.A. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing N.A. 1314.4 Recessed Lighting Fixture Indicate IC rating, ASTM E283 cert, and gasketing or caulking to ceiling N.A. 1314.5 Loading Dock Seal Indicate weatherseal at cargo and loading dock doors N.A. 1314.6 Continuous Air Barrier Indicate air barrier sealing on all roof, wall & floor details Indicate leakage testing method. Provide testing results to building official. Max. leakage of 0.40 cfm/ft2 at 0.3 inch w.g. PRESCRIPTIVE PERFORMANCE (Sections 1320-1323) Yes ENV -SUM Form Completed and attached. Yea 1323 Glazing Indicate number of glazing panes and location of emissivity coating or exception taken A7.0 COMPONENT PERFORMANCE (Sections 1330-1338) ENV -SUM, ENV -UA, & ENV-SHGC Forms Completed and attached. If "no" Is shown for any question, provide explanation: 1314.2 storetront doors, glazed entry doors, and windows will NI -I -(U label verltying compliance. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily •/ • f ENV -UA INSTRUCTIONS & EXAMPLES ENV -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Re Revised February 2011 FENESTRATION, SKYLIGHT* DOORS: Per Energy Code Section 1312.1, • U -f actors shall be "determined, certif ied, and labeled in accordance with RK by a certif ied independent agencj licensed by the National Fenestration Rating Council (NFRC)." If using thirproach, provide manuf acturer, model number and NFRC rating on the drawings. • "Unlabeled glazing and doors shall be assigned the def ault.Tactor in Table 106.". If using this approach, provide all glazing characteristics on the drawings: list number j$ glazing layers, gap width, low coating, gas f ill, f rame material, thermal break details per f ootnote 2 to Table -dB. OPAQUE ASSEMBLIES: Per Energy Code Section 1332, • "The U -f actors f or typical construction assemblies are included in Chapter 10. Theralues shall be used f or all calculations." For example: see Table 105A f or metal stud walls and metal building walls/ roof s, see Table -7R to E f or steel truss ceilings, etc. FURTHER INFORMATION: Ref er to the Northwest Energy Ef f iciency Counciltwellsiwww.necc.net Below are examples of how the Component Information on ENV -UA -1 are to be completed Building Component ID & page #, code table # or calculation page # Proposed UA U -factor x Area (A) Typical Example Roofs R=List 38 ID: R1/A1.5, T.10-7 default 0.031 532 R-38 blown -in attic insulation per default n -i, R. 40 ID: R2/Al . 5, T.10 -7G default 0.025 9885 R-40 uniform thickness rigid insulation per default Walls Opaque R=13+7.5 ID:/A1.6, T.10 -5A(1) default R= 5 ID: W2/Al . 6, T.10 -SB (2) default R= ID: R= ID: 0.064 7587 0.157 923 R-13 cavity+R-7.5 rigid ins. over metal studs per default R-5 rigid ins. at edge of intermediate concrete floors per def o m R= 11 ID: W4/A1.6, T.10-5 (1) default R= ID: 0.094 512 R-11 cavity ins between wood studs on conc wall per def. Doors U= 0.6 ID: D1/A1.3, T.10-6 default U= 1.2 ID: D2/A1.3, T.10-6 default 0.60 120 1.20 40 Non-NFRC fire -rated exit door per default Non-NFRC warehouse door per default Floors and Slabs Floor R= 30 ID: F1/A3.7, T. 10-4A default R= ID: 0.031 10417 R-30 continuous ins. under concrete floor slab per default Groh R= 10 ID: F2/A1.7, T.10-2 default 0.700 612 R-10 slab edge ins. for 2 feet without thermal break per def. Fenestration and Skylights _ i4 t ID: in/AI . 3, NFRC certified ID: W2/A1.3, T.10-6 default ID: W3/A1.3, T.10-6 default ID: W3/A1 . 3, T. 30-6 default 0.36 12307 0.50 5240 0.65 282 0.78 282 Curtainwall rated, certified, and labeled per NFRC Non-NFRC curtainwall, 2 layer, 0.05emis, argon, TB, fixed Non-NFRC curtainwall, 2 layer, 0.05emis fixed Non-NFRC curtainwall, 2 layer, 0.05emis operable Y t m rn • ID: sl/A1.3, NFRC certified ID: 82/A1.3, T.10-6 default 0.50 453 0.78 118 Sloped glazing rated, certified, and labeled per NFRC Non-NFRC atrium sloped glazing, 2 layer, 0.05 emis., fixed 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Project Summary PRJ-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Project Address Church of the Vietnamese Martyrs Date 5/29/13 6801 South 180th Street For Building Department Use FILE COPY Tukwila, WA 98188 Applicant Name: Broderick Architects ApplicantAddress: 55 S. Atlantic Street, Suite 301 Seattle WA 98134 Applicant Phone: ' 206-682-7525 e-r� P" CORRECTION LTR# RE r`IEWED FOR CODE COMPLIANCE APPROVED AUG 21 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 2 9 2013 PERMIT CENTER 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info ky.4;;:.C., O". Project Address Church of the Vietnamese Martyrs Date 5/29/13 6801 South 180th Street For Building Department Use Tukwila, WA 98188 Applicant Name: Broderick Architects ApplicantA'ddress: 55 S. Atlantic Street, Suite 301 Seattle WA 98134 Applicant Phone: 206-682-7525 Project Description Refer New Building to WSEC Section 1.10 Addition 1513 for controls and Alteration n Plans Included commissioning requirements. Compliance Option °Prescriptive *Lighting Power Allowance *Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 1279 No changes are being made to the lighting and space use not changed 9044 Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/room #) Occupancy Description Allowed Watts per ft2 ** Gross Interior Area in ft2 Allowed x Area Nave Worship Space - unrestricted LPA in this zone 6851 Narthex Main floor building lobby 1.10 7059 7765 Kitchen kitchen 1.20 1066 1279 ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 9044 Provosed Lighting Wattage Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Classroom 1-4' re -use existing fixtures Narthex 2x2 Fluorescent recessed fixture 108 41 4428 Nave fixtures are exempt in worship space Bathrooms re -use existing fixtures Kitchen 2x4 Fluorescent ceiling mount fixture 14 50 700 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 5128 Notes: 1. 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. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. 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 or of the transformer. For low voltage track lighting list the transformer rated • wattage. -3. L• ist all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. • ,tri Q{ g10- --- "- 11 "K • 4 n r. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 VVashington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Prescriptive Spaces Occupancy: °Warehouse or Parking Garage O Other Qualification Checklist Note: If occupancy type is "Other' and fixture answer is the number fixtures in the spaceeis not limited by Coode.. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) n Check if 95% or more of fixtures comply with 1.2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T-1, T-2, T-4, T-5, T-8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw-in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <=150w c) electronic ballasts 3. LED lights. TABLE 15-1 Unit Lighting Power Allowance (LPA Use' LPA` (W/ft`) Use' LPA` (W/ftz) Automotive facility 0.85 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1-3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants/bars' 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail", retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1-1 and 1-2 Occupancies 1.20 Transportation 0.80 Hotel/motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.62 Workshops • 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w/ft2 may be used. 8) Reserved. 9) For indoor sport toumament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowancefor the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three -quarter -height partitions (transparent or opaque) and lighting for free-standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specificaly designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling -mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary LTG -EXT 2009 Vµashington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info ProjAddresschurch of the Vietnamese Martyrs Date 5/29/13 6801 South 180th Street For Building Department Use Tukwila, WA 98188 Name: Broderick Architects Appl. Name: 55 s. Atlantic Street, Suite 301 Seattle WA 98134 Appl. Phone 206-682-7525 Project Description I J New Addition ❑ Alteration I I Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Lighting Zone (as specified by Jurisdiction) O 7nnc 1 7nnc 7 O 7nnc Z O 7nnc d Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) 1 (Efficacy > 60 lumens/W Controlled by motion sensor Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) _ No changes are being made to the lighting and space use not changed. Less than 60% of fixtures are new. installed wattaae not increased. & soace use not chanaed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non -tradable categories. Total Proposed Tradable Watts: Non -Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: Fixture Description Non -Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non -Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non -tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Total excess Non -Tradable watts: Site Allowance Balance: 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary (back) LTG -EXT 2009 VVashington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential TABLE 15-2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised November 2010 Specific area description Zone 1 500 W Zone 2 600 W Zone 3 750 W Zone 4 1300 W Base site allowance' Tradable Surfaces 2 Uncovered Parking Parking lots and drives Areas 0.04 W/ft2 0.06 W/f12 0.10 W/ft2 0.13 W/ft2 Building Grounds Walkways less than 10 ft wide 0.7 W/linear foot 0.7 W/ linear foot 0.8 W/ linear foot 1.0 W/ linear foot Walkways 10 ft wide or greater Plaza areas Special feature areas 0.14 W/ft2 0.14 W/ft2 0.16 W/ft2 0.2 W/ft2 Exterior Stairways 0.75 W/ft2 1.0 W/ft2 1.0 W/ft2 1.0 W/ft2 Pedestrian tunnel 0.15 W/ft2 0.15 W/ft2 0.2 W/ft2 0.3 W/ft2 Landscaping 0.04 W/ft2 0.05 W/ft2 0.05 W/ft2 0.05 W/ft2 Building Entrances and Exits Main entries 20 W/linear foot of door width 20 W/linear foot of door width 30 W/linear foot of door width 30 W/linear foot of door width Other doors 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width Entry canopies 0.25 W/ft2 0.25 W/ft2 0.4 W/ft2 0.4 W/ft2 Sales Canopies Free standing and attached 0.6 W/ft2 0.6 W/ft2 0.8 W/ft2 1.0 W/ft2 Outdoor Sales Open areas3 0.25 W/ft2 0.25 W/ft2 0.5 W/ft2 0.7 W/ft2 Street frontage for vehicle sales lots in addition to "open area allowance No Allowance 10 W/linear foot 10 W/linear foot 30 W/linear foot ° Non -Tradable Surfaces Building Facades No Allowance 0.1 W/ft2 for each illuminated wall or surfaces 0.15 W/ft2 for each illuminated wall or surfaces 0.2 W/ft2 for each illuminated wall or surface Automated teller machines and night depositories 270 W per location $ 270 W per locations 270 W per location $ 270 W per locations Entrances and gatehouse inspection stations at guarded facilities 0.75 W/ft2 of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/ft2 of covered & uncovered area Material handling and associated storage No Allowance No Allowance No Allowance 0.5 W/ft2 Drive -up Windows & Doors 400W per drive-through Parking near 24-hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15-2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannotbe traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear foot for each wall orsurface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting Power Allowance Adjustments LTG -LPA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Address Church of the Vietnamese Martyrs Date 5/29/13 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interio lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allowed Watts per ftz" location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor plan/room #) Occupancy Description Allowed Watts per ftZ ** Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per ftZ From Table 15-1 based on exceptions listed in footnotes 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Address Church of the Vietnamese Martyrs Date 5/29/13 The following information is necessary to check a permit application for compliance.with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Budding Department Notes LIGHTING CONTROLS (Section 1513) 1513.1 Local control/access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans 1513.4 Display/exhib/special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features, indicate location (a) timer w/backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut-off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back-up, override capability); Indicate size of zone on plans 1513.7 Hotel/motel controls Indicate location of room master controls 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) 1514 Max. watts Indicate watts for each exit sign LIGHTING POWER ALLOWANCE (Section 1530-1532) 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) 1511 Elec motor efficiency MECH-MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS (Section 1540) I1540 Transformers 'Indicate size and efficiency I I If "no" is circled for any question, provide explanation: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Instructions for Electronic Forms 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Intro Chapters 11-15 of the 2009 Washington State Energy Code apply to all nonresidential occupancies and to all multifamily residential occupancies except those within the scope of the IRC (single family residential, duplexes, attached townhouses). This file, ENV09.XLS, has electronic compliance forms for Chapter 13 envelop provisions for Climate Zones 1 and 2. There are three companion files: MTR09.XLS (Chapter 12 metering requirements); MECH09.XLS (Chapter 14 mechanical systems requirements); and LTG09.XLS (Chapter 15 lighting, motor, and transformer requirements). This form is a compliance aid and is not a substitute for the full energy code text or specific jusidiction compliance requirements. In particular, this form is not to be used for cold storage areas. Users should refer to the code text and contact the local jurisdiction for complete information. The full 2009 WSEC code text is available for download from: Download 2009 WSEC from http://www.ga.wa.gov/sbcc Start-up Open a working copy of this file and be sure to use Save As to save it to a new file name. Alternatively, you can save the file as a template in the XLSTART subdirectory in the EXCEL directory, and open new copies with the "File New" menu command. Look for "ENV09". Overview This workbook file contains multiple worksheets. Each worksheet is indicated by a tab at the bottom of the screen. (If you don't see the tabs, visit menu option "Tools -Options -View -Sheet Tabs") You may visit each form by clicking on its tab. Most calculations are automated. The spaces which display the results of calculations are not editable. Some adjustments to formatting have been made to facilitate electronic filling and calculation of the forms. Save Files Each time you open this file and start filling forms, you must save it under a new filename of your choosing using File Save As. The original template file cannot be altered. You may also save your own versions of the forms this way. Getting Around Each form has two pages (front and back). Both pages are available on screen when you click the tab for a form. Use the scroll bars to find the second page. It is either to the right, below, or sometimes to the right and below the first page. Filling Fields All project info and the date for all forms is entered once on "ENV -SUM" and automatically reproduced on the other forms. Always fill in the heading of ENV -SUM, even if you will not be using that form. The other forms have a reminder to do this. Only fillable fields are accessible. If you try to edit any other field, you'll get an error message. You may use the TAB key to move to the next fillable field. If the TAB doesn't take you where you want to go, use the mouse. Avoid excessively long text strings when entering information. In some cases, text that extends beyond the available space will simply not be seen. In most cases, the text will wrap within the cell. This may force part of the form onto a new page To enter the date, use this format: mm/dd/yyyy. For example, you would enter 6/8/2006 or 12/21/2012. Check boxes can be either blank, or checked -off with an "x" shown in the box. To toggle between cases, click the box with your mouse. Radio buttons (circles) are either filled or unfilled. Only one in a set may be filled. Drop-down lists have an arrow at the right side of the space. Click the arrow with your mouse and select the appropriate option. One of the options is a blank. When a form has a space for notes or explanation, click anywhere in the space to edit. Your cursor will become a text editing insertion bar and you can edit as with a word processor. Personal- izing You can personalize the forms with your company name, address, phone, or any other information. This is done by editing the footer using File Page Setup Header/Footer. You can then save the file under a new template name and re -use it again. Adding Lines and Removing Many tables, such as for listing equipment types, have a certain number of lines for entering data. There may not always be enough lines for all the entries you need to make. With this electronic version, you can add additional lines to the table. To add additional lines where this feature is available, click on the "+" button with your mouse. This button is located to the right of the sheet. If you can't see it, scroll right (or change the View Zoom setting to 83%). To remove lines that you have added, click on the "" button with your mouse. You cannot remove lines that were not added; an error appears if you try. If you add additional lines with this method, the pagination will usually be affected. The forms will be forced to carry additional lines over to other pages. Be sure to submit all pages to the plans examiner. Occupancy Group You must select a value for Occupancy Group on ENV -SUM (line 14) for this workbook to display the correct code requirements and automatically calculate component preformance target UA. Climate Zone You must select a value for Climate Zone on ENV -SUM (line 15) for this workbook to display the correct code requirements and automatically calculate component preformance target UA. Fenestration vs Glazing The 2009 WSEC uses the terms "fenestration" and "glazing" and the terms "overhead glazing" and "skylight" somewhat interchangably. These forms use fenestration and skylight exclusively. In general, "vertical fenestration" is equivalent to "vertical glazing" and "skylight" is equivalent to "overhead glazing". Fenestration Area The Fenstration % shown on the ENV -SUM form is automatically calculated in the electronic version from the Proposed areas on the corresponding ENV -UA form. These calculations follow those in equations 13-1 and 13-2. If you use the Envelope Prescriptive Option, you still must enter the actual areas. As a shortcut in this case, you can enter the vertical fenestration, the skylight and the opaque wall areas (including doors) as single numbers and leave the rest of the ENV -UA form blank. Fenestration Adjustments Under the Envelope Component Performance option, the Target Area Adjustment Calculations are fully automatic, using information you enter for on your project type and your Proposed Areas on the ENV -UA form. Target areas are calculated automatically. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Instructions for Electronic Forms 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Printing The forms should print on any printer supported by Windows. You will need to have the following TrueType fonts installed under Windows: Arial, Times New Roman, Courrier New and Wingdings. These are all standard Windows fonts. If you are losing form or flowchart details when printing, you may have a shortage of printer memory. Try printing problem pages individually. By default, only selected forms are printed. To select one or more forms, hold down the Ctrl key and click the tabs of the worksheets you need. Issue the File Print Selected Sheets command. To print the entire set, use File Print Entire Workbook. Clean Forms It is possible to print clean, blank versions of these forms for hand filling. To do so, delete all of the heading information at the beginning of ENV -SUM, select the desired Climate Zone and Occupancy Group, and make sure that all fillable cells in the forms are empty. Then print the clean forms. For each radio button group, there is a button labeled "Clear". Clicking this button will clear the other buttons so that they will print as empty circles. The "Clear" button will not print. Partial Form Sets Forms in a set may not be deleted, because the file is locked, but you need not print all the forms, as explained in "Printing" above. Re -Calcis lation As this is a large file, it may respond slowly to changes if it is set to automatically re -calculate after every action. To set calculation to manual, visit the "Tools -Options -Calculation" menu item. Then manually recalculate using the F9 key. E ��._�... COpy r Vietnamese Martyrs Church T.I. and Seismic Improvements Tukwila, WA Structural Calculations for Permit Corrections September 5, 2013 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 07 2013 City of Tukwila BUILDING DIVISION Vietnamese Martyrs T.I. and Seismic Improvements The scope for this project Includes structural support of tenant Improvements In the pre -manufactured steel portion of the building and a seismic evaluation of both the steel building and tilt -up concrete building. The tenant improvement Items Include gravity support of new ceiling panels, hvac soffits, and a worship platform. The seismic scope of the project Includes a "bolts -plus" type of seismic upgrade where selected cost-effective seismic improvements are made to mitigate the deficiencies outlined in the seismic evaluation report. While the proposed upgrades do not represent a global seismic upgrade, they will greatly improve the seismic performance of the building. The Owner and the City have agreed to defer major portions of the seismic upgrade per the attached letter. ARCHDIOCESE OF SEATTLE OFFICE OF PROPERTY AND CONSTRUCTION SERVICES 206-382-4851 FAX: 206-382-4266 July 18, 2013 Allen Johannessen, Plans Examiner Tukwila Building Division 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Structural Roof Diaphragm Deferral Project #: D13-175 Project Name: Church of the Vietnamese Martyrs 710 9TH AVE SEATTLE, WA 98104-2017 navu:seottlearcbdIonst.org Dear Allen, Pursuant to our meeting on July 11th 2013, the Vietnamese Martyr Parish is requesting to defer full compliance with the structural improvements required by IBC Section 4808.4. This section of the code stipulates that a change from Occupant CategoryII to Category III requires brining the structural integrity into conformance with current code standards. The existing building is a single story concrete tilt -up structure. The roof structure consists of typical open web Ti joists supporting'/," CDX plywood sheathing. The girders supporting the roof joists are glu-lam beams resting on steel tube columns and embed plates at the tilt -up panels. From a capacity standpoint the existing unblocked diaphragm is limited in its capacity and span distance. There is capacity in the exterior walls to support 100% of the current code demand levels. However without the diaphragm being blocked it does not have the ability to distribute that force to the shear walls. It is this element that we are asking to defer. The building does have a diaphragm. It does have shear walls, and foundations to distribute demand level forces. It does have roof to wall anchorage that matches the existing diaphragm capacity. There is an inherent diaphragm chord at all perimeter walls via the top tilt -up wall panel connection. We are confident that there is minimal risk from a life safety standpoint to occupy the building without the diaphragm up -grades at this time. The parish has plans to further develop the facility into a permanent church facility over the next five to six years. From the Parish's perspective, incurring the time and cost of increasing the capacity of the roof diaphragm for such a short period of time only to have to remove a large portion of the roof to accommodate the remodel was extremely wasteful and a financial hardship. The Parish is willing to enter into an agreement whereas the parish either move forward with their renovation projects and submit for a Conditional Use Permit and Building Permit within this 5 year period, in which the scope of work would resolve any existing roof diaphragm deficiencies, or they will voluntarily add the additional reinforcement to the existing roof diaphragm to bring it in compliance with IBC Section 4808.4. Corporation of the Catholic Archbishop of Seattle Vietnamese Martyrs Parish City of Tukwila Vietnamese Martyrs T.I. & 5e1sm1c Improvements Design Criteria 2009 International building Code ASCE 31-03 Seismic Evaluation of Existing Building Earthquake Loads Live Loads Dead Loads Ss=1.442, S1=0.540 MODIFICATION FACTOR, C =1.3 (STEEL FRAMED), AND 1.4 (TILT -UP) Sds=.961, S1 =.536 Sa=.961 = 0.8 AT STEEL BUILDING, 0.75 AT TILT -UP DESIGN BASE SHEAR V=1.346W PSEUDO LATERAL LOAD PROCEDURE IN ASCE 31-02 Roof 25 Mech'L Soffit 10 Worship Platform 125 Roof 12" HCP ceiling Built up roofing 4 psf 12" HCP ceiling 150 psf 3/4" cdx 2.3 psf built up roofing 2.3 psf TJI Joists 4 psf Mise M/E 1.5 psf Insulation 2 psf suspended ceiling 1.8 psf Suspended ceiling 1.8 psf R-19 Batt Insulation 2 psf ceiling tile 1 psf ceiling tiles 1 psf Meth/Elec misc. 1.5 psf M/E' 1.5 psf Wall weight 16.6 psf 160.1 psf 6" tilt up panel 75 psf 2x4 0 16" oc furring 3.3 psf 2x12 016" oc 1.1 psf 5/8" GWS 2.8 psf Insulation 1.5 psf M/E 2 psf 85.7 psf Project Name = Vietnamese Martyrs Seismic Factor Conterminous 48 States 2002 ASCE 7 Standard Latitude = 47.439552 Longitude = -122.24725699999999 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.10 deg grid spacing Period Sa (sec) (g) 0.2 1.320 (Ss, Site Class B) 110 0, N53CS, Sant GI -4W; E6 Psuedo Lateral Force Site Class: Eq 3-1: ASCE 31-03 Tukwila Church Tilt -up Building Portion V= CSa'W D Building Height: 16.7 ft 10%/60. Ss= 1.442 Si= 0.536 C = 1.4 SDI = 2/3 F„ S1= 0.536 Sos = 2/3 FA SS = 0.961 Sa = SD1/T = 0.961 (BSE -1) V=C*Sa'W = 1.346 W Total Building Weight= 1662.8 k V= 2237.8 k F= = C,,V wh= k " VX n wA k +=l Cr 0.02 0.035 for steel moment frame 0.018 for concrete moment frame 0.030 for steel eccentrically -braced frame 0.060 for wood buildings 0.020 for alt other framing systems 8: 0.75 0.80 for steel moment frame 0.90 for concrete moment frame 0.75 for all other framing systems T= Interpolate Fa Ss Fa Interpolate Fv SI Fv Fs= Ft= 0.17 sec 0.5 1.442 0.75 1.4 1 1.2 0.2 0.536 0.3 2 1.5 1.8 1.00 (Table 1.4) 1.50 (Table 15) Psuedo Lateral Force Eq 3-1: ASCE 31-03 Tukwila Church Steel Building Portion V= CS.'W Site Class: D Building Height 23 ft 10%150 Ss= 1.442 S1= 0.536 C = 1.3 Sim =2/3F„S1= 0.536 Sbs=2/3FsSs= 0.961 S, = Sot/T = 0.961 (BSE -1) V�'Sa'W = 1.250 W Cil 0.035 0.035 ter steel moment frame 0.018 for concrete moment frame 0.030 for steel eccentrically -braced frame 0.060 for wood buildings, 0.020 for al other framing systems 13: 0.80 0.80 for steel moment frame 0.90 for concrete moment frame 0.75 for of other framing systems T = 0.43 sec Interpolate Fa Ss Fa Total Building Weight= 200 k trterpoate Fv S, V= 249.9 k Fv Fz = C,=V wh CV k wi/y r -r 1.25 1.442 1.5 1 1 1 0.5 0.538 0.75 1.5 1.5 1.5 F.= 1.00 (Table 1.4) F.= 1.50 (Table 1-5) Table 3.6 C Fa Table 3-6 Site Class Sss025 Ss=0S0 Ss=0.75 Ss=1.00 Ss2125 A 0.8 0.8 0.8 0.6 0.8 B 1.0 1.0 1.0 1.0 1.0 C 12 12 1.1 1.0 1.0 D 1.8 1.4 1.2 1.1 1.0 E 2.5 1.7 12 0.9 0.9 Fv Table 34 Site Cass S1S0.1 S1412 S1=0.3 S14.4 S120.50 A 0.8 0.8 0.6 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 O 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 Number of Stories Building Type 1 2 3 =4 Wood/Moment Frame 1.3 1.1 1.0 1.0 Shear WaWYBraced Frame 1.4 1.2 1.1 1.0 URM/Fladble Diaphragms 1.0 1.0 1.0 1.0 Fa Table 3-6 Site Class Sss025 Ss=0S0 Ss=0.75 Ss=1.00 Ss2125 A 0.8 0.8 0.8 0.6 0.8 B 1.0 1.0 1.0 1.0 1.0 C 12 12 1.1 1.0 1.0 D 1.8 1.4 1.2 1.1 1.0 E 2.5 1.7 12 0.9 0.9 Fv Table 34 Site Cass S1S0.1 S1412 S1=0.3 S14.4 S120.50 A 0.8 0.8 0.6 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 O 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 torht. ©-- -- 5>rf,iogol r K �. /6o,1 *fmc = 1647,114 �- S 61, &10.4,+4 vG M*c 110's ' , 1 de lya tj'c 7s ', I( 6144 0..,C= z K 'rot,ltr '•1' A s 0M4c4 6i.S" ; 1 —a W T = 611.Y8 r zo I IV' r= Ste :68.6^/ F01414 : 6?.S s AS LL Wowt- ''J•• :0-14 s..) 4(2.Yo )0a)r1� k8s.? 617.94 pSy' : a?. set (a/kel wAw) ? 970' 904. gd13(.4, 341 K 36 its;, u$6 0'117 / MIA 1-64,44.1- 0,44,£. or- -to- WALL 1'7 GAQPAc4Yy c bscoy ry ..f4- N. E. M6/91144041 c -,/P4' -i vy; ¥66)1t??i w/ l od o 6 71, UM bt xx-,03 1974 1-4-F0 efr:1 / G. 6A -hie -try j. f. 246°47.,.6S = il,c l44 --y ... 4p1= /nno*. .10 5 J4W /' 3/ " PLy r) at?/,‘s = 336q.c w 336*x X71 Sews may#, i321 ` rJ 91Nc/fSoW LTT 131 004P = (Vasty(' if( i.AF4) = filo* p/7 -344t ate ( t7T131 d24%) ��-ge 1/4/95.0.-t of 1 ovi F0A- Ar{( tfrrt- . /lour . �,tPAe t1 I.L. GROSS rnucmIAcmmcMOu PROJECT jkvDflz►cK 4t2-c,g SCALE DESIGNED BY CUENT CHECKED SHEET 23914 56th Avenue West - Suite 200 Mountlake Terrace, Washington 98043 (Ph) 206.623.0769 or 425.640.7333 Table 5.5 Factored(•) Shear Resistance (kip/ft) for Structural -Use Panel Horizontal Diaphragms with Framing of Douglas -fir, Larch, or Southern Pine(") for Wind or Seismic Loading Panel Grade • Gonion Nail Size r i -•_ ;'r: ._...'.: ir; `„S-,. kti AL1 . p;, .'t. •,": m "41_ •=` ( ' ' • ,` as •,f ..• ., t ':. ri, v,tir-r. �- . p ` ; ; '....t P t-!' .77. " . +r:'• :•_ �+ :' 'E., ;•; *" ` ie 1 if • i.,, Fra®g t; Mc nnber r,. . (Mm) _ Blocked Diaphragmf4 ...:, •. Unblocked Diaphragm Nail Spaced 6 in. Maximum et Supported Edges4 Nail Sam (in.) at Diaphragm Boundaries (all ' '. • crises), at Continuous Panel Edgd•Parallel• t'o Load (Cases 3 & 4), and at All Panel (Casei 5 & 6) Testi 6 1 4 1 2=lltt�" I•:.:t' 210,. . Cox 1 (No unblocked edges or continuous joints parallel to load) All other con5guadom (Cases 2, 3, 4, 5 t 6) Nail spacing (in.) al odiefpanel edg i- • (Cases 1 2, 3 & 4) . . . ' 6 6 4 3 STaucruRAL I SHEATHING 6d1p • 1-1/4 5/16 • 2 0.24 0.33 0.49 0.55 • 0.21 0.16 3 0.27 0.36 0.55 0.62 0.24 0.18 845 1-1/2 3/8 2 0.35 0.47 0.69 0.78 0.31 0.23 3 0.39 032 0.78 0.88 0.34 0.26 ' ' I0d10 1-5/8 15/32 2 0.42 0.55 0.83 0.95 0.37 0.28 3 0.47 0.62 0.94 1.07 0.42 0.31 SHEATHING AND SINGLE FLOOR • . • 641) _ 1-1/4 5/16 3/8 2 0.22 0.29 0.44 0.49 0.20 0.14 3 0.25 0.33 0.49 0.56 0.22 0.16 2 0.24 0.33 0.49 0.55 0.21 0.16 3 0.27 0.36 0.55 0.62 0.24 0.18 8d 9 1-1/2 • 3/8 2 0.31 0.42 • 0.62 0.71 0.28 0.21 3 0.35 0.47 0.70 0.79 0.31 0.23 7/16 2 0.33 0.44 0.66 0.75 • 0.30 0.22 3 0.37 0.49 0.74 0.84 . 0.33 0.25 15/32 2 0.35 0.47 0.69 0.78 0.31 0.23 3 0.39 0.52 0.78 0.88 0.34 0.26 10d0 • 1-5/8 15/32 2 0.38 , 0.50 0.75 0.85 . 0.33 0.25 3 0.42 • 0.56 0.85 0.96 0.38 0.28 19/32 2 0.42 0.55 0.83 0.95 0.37 0.28 3 0.47 0.62 0.94 1.07 0.42 0.31 •) 2=1.0,x,=0.65 (a) For framing of other species: (1) Find specific gravity for species of lumber in the AF&PA National Design Specification, (2) for common or galvanized box nails, find shear value from table for nail size for STRUCTURAL I panels (regardless of actual grade); for galvanized casing nails, take shear value directly from table, (3) multiply this value by 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or multiply by 0.65 for species with specific gravity less than 0.42. () Space nails maximum 12 in. o.c. along intermediate framing members (6 in. o.c. when supports are spaced 48 in. o.c.). Load • Case 1 Framing Bioddng, It used Case 4 Continuous panel joints to Framing at adjoining panel edges shall be 3 -in. nominal or wider, and nails shall be staggered where nails are spaced 2 or 2-1/2 in. o.c. (•) Framing at adjoining panel edges shall be 3 -in. nominal or wider, and nails shall be staggered where 1Od nails having penetration into framing of more than 1-5/8 in. are spaced 3 in. o.c. « 8d is recommended minimum for roofs due to negative pressures of high winds. Notes: Design for diaphragm stresses depends on direction of continuous panel joints with reference to Toad, not on direction of long dimension of sheet. Continuous framing may be in either direction for blocked diaphragms. Case 2 Case 5 AAk/EWS Case 3 Case 6 ' Holdowns & Tension Ties LTT/HTT Tension Ties Tension ties offer a solution for resisting tension loads that Is fastened with nails. The entire line of tension ties has been tested and evaluated to the requirements of AC155. The HTT4 and HTT5 are the latest generation of tension ties. They feature an optimized nailing pattern which results In better performance with less deflection. Designed t� meet new code standards, the HTT4 and HTT5 offer higher. loads than their predecessors. The LTT19 Light Tension Tie is designed for 2x joists or purlins and the LTT2OB is for nail- or bolt -on applications. The 3' nail spacing makes the LTT2OB suitable for wood i -joists with 10dx1%. The LTTI31 is designed for wood chord open web truss attachments to concrete or masonry walls and may also be installed vertically on a minimum 2x6 stud. MATERIAL: See table FINISH: Galvanized. May be ordered HOG; contact Simpson Strong -Tie. INSTALLATION: • Use all specified fasteners. See General Notes. • For use in vertical and horizontal applications. • To tie multiple 2x members together, the Designer must determine the fasteners required to join members without splitting the wood. • The Designer shall specify anchor bolt type, length and embedment. See SB and SSTB anchor bolts on pages 33-37. CODES: See page 13 for Code Reference Key Chart. For tension ties, per ASTM test standards, anchor bolt nut should be finger -tight plus 'h to % turn with a hand wrench, with consideration given to possible future wood shrinkage. Care should be taken to not over -torque the nut. Impact wrenches should not be used. These products are available with additional corroslon protection. Additional products on this page may also be available with this option, check with Simpson Strong -Ile for details. SIMPSON Strong -Tie HTT5 LTT20B (HTT4 similar) (LTT19 similar) U.S. Patent 5,467,570 These products am approved for Installation with the Strong -Drive SD Structural -Connector screw. See page 27 for more Information. Model No. Material (Ga) Dimensions Seat Fasteners Allowable Tension Loads (180) Deflection at Highest Allowable Load Code Ref. Strap Plate W L q Thick- nese Anchor Bolts Fasteners DF/SP SPF/HF LTT19' 16 3 • 1% 19'% 1% VIII 14,%or3: 8lOdx154 1310 1125 0.180 L19, IF4, F4 8-10d 1340 1150 0.157 LTT2063 12 3 • 2 1934 114 4,° 'r4, % or % 10.1 odx 11 1355 1165 0.195 10-10d 1500 1290 0.185 14 2.' Bolt 1625 1400 0.183 LTTI31' 18 3 3% 31 1% y % 18-10dx114 1350 1160 0.193 r HTT4 11 — 2'%r 12% 1%. '/�° % 18-10dx1V 3810 3105 0.086 18-16dx21 4235 3640 0,123 18 -SD 1/10x1'r4° 4455 3830 •0.112 160 r HTT5 11 — 2/ 16 1v.. '/° • % 26-10dx1'h 4350 37,40 0.120 L19, IP2, F4 26-10d 4670 4015 0.116 26.16dx21 5090° 4375 0.135 HTT5KT' 11 Y 21 16 1 VH. %. % 26 -SD #10x214 5445 5360 0.103 160 1.Allowable loads have been increased for wind or earthquake with no further Increase allowed. Reduce where other loads govem. 2. Post design by Specifier. Tabulated loads are based on minimum 35.31' (2.2x4) post (in 31' wag). Post may consist of multiple members provided they are connected Independenty of the holdown fasteners. See pages 226-227 for common post allowable loads. 3.A standard cut washer is required under anchor nut for LTT19 and LTT208 when using 1' or W anchor bolts. No additional washer 1s required when using a W anchor bolt. 4. Deflection at Highest Allowable Tension Load includes fastener slip hotdown deformation, and anchor bolt elongation for hoidowns installed up to 41' above top of concrete. 11174 and HTT5 may be Installed raised up to 18' above top of concrete with no load reduction provided that additional elongation of the anchor rod Is accounted for. 5.11 the base of the LTTI31 Is Installed flush with a concrete or masonry wail, the allowable load is 2285 Iba 6.Allowable tension load for HTT5 with a bearing plate washer BP5/8-2 (sold separately) Installed In the seat of the hotdown Is 5295 for OF/SP and 4555 for SPF/HF. 7. HTT5KT Is sold as a kit with the hotdown, BP% -2 bearing plate washer and 28 -SD #10x21 screws. 8. Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strandsNaneers. Values in the tablas reflect Installation Into the wide face. See tedmtral bulletin T SCLCOLUMN for values on the narrow face (edge) (see page 232 for details). 9. HTT4 with SD #10x11 screws achieves full load on a stogie 2x6 stud or foist. 10. FASTENERS:10dx11= 0.148 dia. x 11' long, 10d = 0.148' dia. x 3' long, 16M/214 0.182' dia. x 21' long, SD #10x21= 0.181' dla. x.254', SD #10x11= 0.181' dia. x 1W. 3' Min. PreservatNe- treated be barrier umay i Vertical HTT4 Installation Hanger not shown for clarity Horizontal HTT Installation Horizontal LTTI31 Installation Horizontal LTT19 Installation (LTT2OB similar) 49 SIMPSON Strong Tie a Anchor Designer TM Software Version 2.0.4896.10 Company: ILGSE Date: 8/28/2013 Engineer. Mark Speidel Page: 1/3 Project: Vietnamese Martyrs Address: 23914 56th Ave West Phone: 206-623-0769 E-mail: marks©ilgross.com 1.Prolect informatloq Customer company: Customer contact name: Customer e-mail: Comment: ;:. Inout Data & Anchor Parameters General Design method:ACI 318-08 Units: Imperial units Anchor Information: Anchor type: Concrete screw Material: Carbon Steel Diameter (Inch): 0.500 Nominal Embedment depth (inch): 3.500 Effective Embedment depth, hu (Inch): 2.560 Code report: ICC -ES ESR -2713 Anchor category: 1 Anchor ductility: No h (inch): 5.42 c,. (Inch): 3.88 Co. (inch): 1.75 Sm. (inch): 3.00 Load and Geometry Load factor source: ACI 318 Section 9.2 Load combination: not set Seismic design: No Anchors subjected to sustained tension: Not applicable Apply entire shear load at front row. No Anchors only resisting wind and/or seismic loads: No <Figure 1> Ow x' Project description: anchor bolt options into 8" stem wall Location: Fastening description: post Installed bolt In 6" conc Base Material Concrete: Normal -weight Concrete thickness, h (inch): 6.00 State: Cracked Compressive strength, re (psi): 3000 Wav: 1.0 Reinforcement condition: A tension, A shear Supplemental reinforcement Not applicable Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear. No Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate z 4700 lb ow Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5958 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.580.9000 Fax 925.847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor Designer TM Software Version 2.0.4898.10 • Company: ILGSE Date: 8/28/2013 Engineer. Mark Speidel Page: 2/3 Project: Vietnamese Martyrs Address: 23914 56th Ave West Phone: 206-623-0769 E-mail: marks@ilgross.com <Figure 2> Recommended Anchor Anchor Name: Titen HD® - 1/2°0 Titen HD, hnom:3.5" (89mm) Approval No: ICC -ES ESR -2713 Omimema Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for piauslbWty. Simpson Strong -71e Company Inc. 5958 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.580.9000 Fax: 925.847.3871 www.strongtle.com SIMPSON Strong Tie Anchor Designer TM Software Version 2.0.4896.10 3. Resulting Anchor Forceg Anchor Tension load. N. (Ib) Company: ILGSE Date: 8/28/2013 Engineer. Mark Speldel Page: 3/3 Project: Vietnamese Martyrs Address: 23914 56th Ave West Phone: 206-623-0769 E-mail: marks@ilgross.com Shearload x, V. (Ib) Shear load y, Visa, (Ib) Shear load combined, J(Vw*Y+NAY (Ib) 1 1700.0 0.0 0.0 0.0 Sum 1700.0 0.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 1700 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces In x-axis, e'w (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 4. Steel Strength of Anchor In Tenslon(Sec. D.5.11 N.. (Ib) .41 P.. (Ib) 20130 0.65 13085 0.0 0.0 5. Concrete Breakout Strenoth of Anchor In Tension (See. D.5.21 Nn = ko '1tch ? A (Eq. D-7) ko A Po (psi) he (in) Na (Ib) 17.0 1.00 3000 2.560 3814 4Web' 4 (Aft /ANco)'Y.gN'Yoacp,NNe (Sec. D.4.1 & Eq. D-4) AN, (int) Ane. (in2) View K. Vicp,N Ne (Ib) 14 sNm (Ib) 58.98 58.98 1.000 1.00 1.000 3814 0.75 2860 11. Interaction of Tensile and Shear Forces (Sec. 13.71 Tension Factored Load, N. (Ib) Design Strength, aNc (Ib) Ratio Status Steel 1700 13085 0.13 Pass Concrete breakout 1700 2860 0.59 Pass (Governs) 112"0 Titen HD, hnom:3.5" (89mm) meets the selected design criteria. 12. Warnings - Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 0.8.1 and D.8.2 for torqued cast -in-place anchor is waived per designer option. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing dreumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5958 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.580.9000 Fax: 925.847.3871 www.strongtle.00m 111 ..A140rhe I�I 1 el 1 —� II II il. 1► 0 — + — Sao•.► ✓ e111a,3 eA x3 I 0 I V ,M ?/3. r LL GROSS STRUCTURAL ENGINEERS 23914 56th Ave West Mountlake Terrace, WA 98043 Project Title: Vietnamese Martyrs T.I. Engineer: VM Project ID: Project Descr: Ex. Purlin Check, soffit framing support beams Project Information Lic. # : KW -06002858 Licensee : I.L. GROSS STRUCTURAL ENGINEERS PAetet I7 MAY 2013. 1:57PU Fla = r.1A5ACI92-E1TUWRA—RITLXNRA—R.EC8 ENERCALC, INC. 1983-2013, BuMd:8.13.5.2, Ver.6.13.6.2 Project Title Vietnamese Martyrs T.I. Description : Ex. Purlin Check, soffit framing support beams I.D. . Address : , Tukwila; WA Project Leader : VM Phone : 206-623-0769 Project Notes Fax : eMail : victorm(gilgross.com ' I.L. GROSS STRUCTURAL ENGINEERS 23914 56th Ave West Mountlake Terrace, WA 98043 Protect 1 itie: Vietnamese Martyrs Li. Engineer: VM Project ID: Project Descr. Ex. Purlin Check, soffit framing support beams Pi,Td:17 MAY 2013: 1:57PM Steel Beam Lic. # : KW -06002858 Description : Ex. 8' channel pudins CODE REFERENCES Rle=v A5A092-E1TW1RA-RTLXNRA-REC6 EHERCALC, INC. 1983-2013, Build1113.5.2, Ver.6.1a5.2 Licensee : I.L. GROSS STRUCTURAL ENGINEERS Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Strength Design Beam Bradng : Beam bracing Is defined Beam -by -Beam Bending Axis : Major Axis Bending Load Combination ASCE 7-05 Unbraced Lengths Span # 1, Braced Q 1/3 Points Fy : Steel Yield : E: Modulus : 38.0 ksi 29,000.0 ksi D(0.052) Lr(0.1) ♦ Span = 23.0 ft C8x11.5 Applied Loads Uniform Load : D = 0.0130, Lr = 0.0250 ksf, DESIGN SUMMARY Service Toads entered. Load Factors will be applied for calculations. Tributary Width = 4.0 ft Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.791: 1 C8x11.5 10.051 k -ft 12.712 k -ft +D+Lr+H 11.500ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.673 in Ratio = 0.000 in Ratio = 1.024 In Ratio = 0.000 In Ratio = 409 0 <360 270 0 <240 Design OK 0.077 : 1 C8x11.5 1.748 k 22.784 k +D+Lr+H 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span 0 M V Mmax + Summary of Moment Values Summary of Shear Values Mmax - Ma - Max Mnx Mnx(Omega Cb Rm Va Max Vnx VnxlOmega D Only Dsgn.L= 7.59ft Dsgn.L= 7.71ft Dsgn.L= 7.71ft +O+L+H Dsgn.L= 7.59ft Dsgn.L= 7.71ft Dsgn. L = 7.71 ft +D+Lr4H Dsgn. L = 7.59 ft Dsgn.L= 7.71ft Dsgn.L= 7.71ft +0+S+H Dsgn. L = 7.59 ft Dsgn.L= 7.71ft Dsgn.L= 7.7111 +0+0.750Lr+0.750L+H Dsgn.L= 7.59ft Dsgn.L= 7.71ft Dsgn.L= 7.71ft +D+0.750L+0.750S+11 Dsgn.L= 7.59ft Dsgn.L= 7.71ft 1 0.176 0.026 3.04 3.04 28.89 17.30 1.47 1.00 0.80 38.02 22.76 0.270 0.009 3.44 3.04 3.44 21.23 12.71 1.01 1.00 0.20 38.02 22.76 0.177 0.026 3.06 3.06 28.89 17.30 1.45 1.00 0.60 38.02 22.76 0.176 0.026 3.04 3.04 28.89 17.30 1.47 1.00 0.60 38.02 22.76 0.270 0.009 3.44 3.04 3.44 21.23 12.71 1.01 1.00 0.20 38.02 22.76 0.177. 0.026 3.06 3.06 28.89 17.30 1.45 1.00 0.60 38.02 22.76 0.514 0.077 8.89 8.89 28.89 17.30 1.47 1.00 1.75 38.02 22.76 0.791 0.026 10.05 8.89 10.05 21.23 12.71 1.01 1.00 0.59 38.02 22.76 0.518 0.077 8.98 8.96 28.89 17.30 1.45 1.00 1.75 38.02 22.76 0.176 0.026 3.04 3.04 28.89 17.30 1.47 1.00 0.60 38.02 22.76 0.270 0.009 3.44 3.04 3.44 21.23 12.71 1.01 1.00 0.20 38.02 22.76 0.177 0.026 3.06 3.08 28.89 17.30 1.45 1.00 0.60 38.02 22.76 0.429 0.064 7.43 7.43 28.89 17.30 1.47 1.00 1.46 38.02 22.76 0.661 0.022 8.40 7.43 8.40 21.23 12.71 1.01 1.00 0.50 38.02 22.76 0.433' 0.064 7.48 7.48 28.89 17.30 1.45 1.00 1.46 38.02 22.76 1 0.176 0.026 3.04 3.04 28.89 17.30 1.47 1.00 0.60 38.02 22.76 1 0.270 0.009 3.44 3.04 3.44 21.23 12.71 1.01 1.00 0.20 38.02 22.76 I.L. GROSS STRUCTURAL ENGINEERS 23914 5601 Ave West Mountlake Terrace, WA 98043 Project Idle: Vietnamese Martyrs 1.1. Engineer: VM Project ID: Prc4ect Descr: Ex. Purftn Check, soffit framing support beams PMted:17 MAY 2013. 1:57PM Steel Beam Lic. # : KW -06002858 Description : Load Combhatian Ex. 8' channel purtIns Max Stress Ratios File = KIA5A092-EITLXHRA-RtTL)QiRA-REC6 ENERCALC, INC. 1983.2013. Build:&13.5.2, Ver.6.13.6.2 Licensee : I.L. GROSS STRUCTURAL ENGINEERS Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx VnxlOmega Dsgn. L = 7.71 ft 1 0.177 0.026 3.06 3.06 28.89 17.30 1.45 1.00 0.60 38.02 22.76 +D.W4H Dsgn. L = 7.59 ft 1 0.176 0.026 3.04 3.04 28.89 17.30 1.47 1.00 0.60 38.02 22.76 Dsgn. L = 7.71 ft 1 0.270 0.009 3.44 3.04 3.44 21.23 12.71 1.01 1.00 0.20 38.02 22.76 Dsgn. L = 7.71 ft 1 0.177 0.026 3.06 3.06 28.89 17.30 1.45 1.00 0.60 38.02 22.76 4040.70E41 Dsgn. L = 7.59 ft 1 0.176 0.026 3.04 3.04 28.89 17.30 1.47 1.00 0.60 38.02 22.76 Dsgn. L = 7.71 ft 1 0.270 0.009 3.44 3.04 3.44 21.23 12.71 1.01 1.00 0.20 38.02 22.76 Dsgn. L = 7.71 ft 1 0.177 0.026 3.06 3.06 28.89 17.30 1.45 1.00 0.60 38.02 22.76 4040.750Lr40.750L40.750W41 Dsgn. L = 7.59 ft 1 0.429 0.064 7.43 7.43 28.89 17.30 1.47 1.00 1.46 38.02 22.76 Dsgn. L = 7.71 ft 1 0.661 0.022 8.40 7.43 8.40 21.23 12.71 1.01 1.00 0.50 38.02 22.76 Dsgn. L = 7.71 ft 1 0.433 0.084 7.48 7.48 28.89 17.30 1.45 1.00 1.46 38.02 22.76 40+0.750L40.750S40.750W+H Dsgn. L = 7.59 ft 1 0.176 0.026 3.04 3.04 28.89 17.30 1.47 1.00 0.60 38.02 22.76 Dsgn L = 7.71 ft 1 0.270 0.009 3.44 3.04 3.44 21.23 12.71 1.01 1.00 0.20 38.02 22.76 Dsgn. L = 7.71 ft 1 0.177 0.026 3.06 3.08 28.89 17.30 1.45 1.00 0.60 38.02 22.76 4040.750Lr40.750L40.5250E4H Dsgn. L = 7.59 ft 1 0.429 0.084 7.43 7.43 28.89 17.30 1.47 1.00 1.46 38.02 22.76 Dsgn. L = 7.71 ft 1 0.661 0.022 8.40 7.43 8.40 21.23 12.71 1.01 1.00 0.50 38.02 22.76 Dsgn. L = 7.71 ft 1 0.433 0.084 7.48 7.48 28.89 17.30 1.45 1.00 1.46 38.02 22.76 40+0.750L+0.750S40.5250E4H Dsgn. L = 7.59 ft 1 0.176 0.026 3.04 3.04 28.89 17.30 1.47 1.00 0.60 38.02 22.76 Dsgn. L = 7.71 ft 1 0.270 0.009 3.44 3.04 3.44 21.23 12.71 1.01 1.00 0.20 38.02 22.78 Dsgn. L = 7.71 ft 1 0.177 0.026 3.06 3.06 28.89 17.30 1.45 1.00 0.60 38.02 22.76 40.60D+W4H Dsgn. 1 = 7.59 ft 1 0.105 0.016 1.82 1.82 28.89 17.30 1.47 1.00 0.36 38.02 22.76 Dsgn. L = 7.71 ft 1 0.162 0.005 2.08 1.82 2.06 21.23 12.71 1.01 1.00 0.12 38.02 22.78 Dsgn. L = 7.71 ft 1 0.106 0.016 1.84 1.84 28.89 17.30 1.45 1.00 0.36 38.02 22.76 +0.60D40.70E41 Dsgn. L = 7.59 ft 1 0.105 0.016 1.82 1.82 28.89 17.30 1.47 1.00 0.36 38.02 22.78 Dsgn. 1 = 7.71 ft 1 0.162 0.005 2.06 1.82 2.06 21.23 12.71 1.01 1.00 0.12 38.02 22.76 Dsgn. l = 7.71 ft 1 0.106 0.016 1.84 1.84 28.89 17.30 1.45 1.00 0.36 38.02 22.76 Overall Maximum Deflections • Unfactored Loads Load Combination Span Max.'' Dell Location In Span Load Combination Max. Dell Location In Span D.Lr 1 1.0236 11.615 0.0000 0.000 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Max. Downward Deft Location In Span Span Max. Upward Dd. Location in Span D Only 1 0.3502 11.615 0.0000 0.000 lx Only 1 0.6734 11.615 0.0000 0.000 D4Lr 1 1.0236 11.615 0.0000 0.000 Vertical Reactions - Unfactored Support notation : Far left Is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAximum 1.748 1.748 0 Only 0.598 0.598 Lr Only 1.150 1.150 D+Lr 1.748 1.748 LL. GROSS STRUCTURAL ENGINEERS 23914 56th Ave West Mountlake Terrace, WA 98043 Project Title: Vietnamese Martyrs T.I. Engineer VM Project ID: Project Descr: Ex. Pullin Check, soffit framing support beans PdnteQ 17 MAY 2013, 1:57PM Steel Beam Lic. # : KW -06002858 Description : Ex. r channel pudins Steel Section Properties : C8x11.5 File = rw5AQ92-E TLXIRA-RITUWRA-REC6 ENERCALC. INC. 1983-2013,11um$.13.5.2 Ver.8.1a5.2 Licensee : I.L. GROSS STRUCTURAL ENGINEERS Depth = 8.000 in 1 xx 2 32.50 InM Web Thk k = 0.220 In S xx 8.14 InA3 Flange Width = 2.260 In R xx = 3.110 In Flange Thick = 0.390 in Zx = 9.630. InA3 Area = 3.370 InA2 1 yy = 1.310 InM Weight = 11.500 p11 S yy = 0.775 I03 Kdesgn = 0.938 In R yy = 0.623 In Zy = 1.570 InA3 its = 0.758 in Ycg = 4.000 In Xcg = 0.572 In Xp = 0.211 in Eo = 0.697 in J 0.130 InM Cw = 16.50106 Ro = 3.410 In H = 0.862 In Wno = 5.110102 Sw = 1.340104 Qf = 3.110 103 Qw = 4.870 InA3 Wn2 = 3.070 Sw2 = 0.860 Sw3 = 0.430 I.L. GROSS STRUCTURAL ENGINEERS 23914 56th Ave West Mountlake Terrace, WA 98043 Project Title: Vietnamese Martyrs T.I. Engineer: VM Project ID: Project Descr. Ex. Purlin Check, soffit framing support beams Multiple Simple Beam Pitied: 1? MAY 2013, 1:57PM Re=v A5A092-EITLXHRA-RITUXHRA-REC6 ENERCALC, INC. 1983-2013, BuIld:8.13.5.2, Ver.8.13.5.2 Lic. # : KW -06002858 Licensee : I.L. GROSS STRUCTURAL ENGINEERS Description : Misc. Framing Steel Beam Design : Misc. Framing Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 STEEL Section : HSS6x4x3/16, Fully Unbraced Using Allowable Strength Design with ASCE 7-05 Load Combinations, Major Axis Bending Applied Load Beam self weight calculated and added to loads Unif Load: D = 0.0080, L = 0.010 klit, Trib= 3.0 ft Qesign Summary Max fb/Fb Ratio = 0.288: 1 Mu : Applied 4.363 k -ft at 11.500 ft in Span # 1 Mn / Omega : AIIow 15.150 k -ft Load Comb : +D+L+H Max fv/FvRatio = 0.024 1 Vu : Applied 0.7588 k at 0.000 ft In Span # 1 Vn / Omega : AIIow 31.508 k Load Comb : +D+L+H Max Reactions (k) 12 L L[ E Left Support 0.41 0.35 Right Support 0.41 0.35 Fy = 48.0 ksi E = 29,000.0 ksl Max Deflections Downward L+Lr+S 0.399 in Downward Total 0.878 in Upward L+Lr+S 0.000 In Upward Total 0.000 In Live Load Deft Ratlo 691 Total Defl Ratio 314 cw 1 www.clarkwestern.com 2001 North American Specification w12004 Supplement ASD DATE: 5/15/2013 Tukwila Church SECTION DESIGNATION: 400S162-33 Single INPUT PROPERTIES; Web Height = 4.000 in Top Flange = 1.625 In Bottom Flange = 1.625 in Stiffening Lip = 0.500 in Punchout Width = 1.500 in Ceiling Solver Design Data - Simple Span Joist Span 8.00 ft Joist Spacing 24.0 in Dead Load = 6.0 psf Live Load = 10.0 psf Steel Thickness = 0.0346 In Inside Corner Radius = 0.0765. in Yield Stress, Fy = 33.0 MI Fy With Cold -Work, Fya = 33.0 ksi Punchout Length = 4.000 in • Deflection Limit L/360 DL Multiplied by 1.00 for Strength Checks LL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: None Cb =1.14 Me = 608 Ft -Lb My = 952 Ft -Lb Mc = 596 Ft -Lb Sc/Sf = 0.93 Mmax = 256 Ft -Lb <= Ma = 332 Ft -Lb Check Deflection Deflection Limit: 1/360 Maximum Deflection = 0.144 in Deflection Ratio = L/665 Check Shear Vmax = 128 Ib (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 976 Ib >= Vmax Check Web Crippling Rmax = 128 Ib (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 163 Ib >= Rmax, stiffeners not required 0.56 My < Me < 2.78 My cw 1 www.clarkwestern.com 2001 North American Specification w/2004 Supplement ASD DATE: 6/17/2013 SECTION DESIGNATION: 6008162-33 Single INPUT PROPERTIES: Web Height = 6.000 in Top Flange = 1.625 in Bottom Flange = 1.625 In Stiffening Lip = 0.500 in Punchout Width = 1.500 in Wall Solver Design Data - Simple Span • Wall Height 21.00 ft • Lateral Pressure 5.00 psf Stud Spacing 16.0 in Check Flexure Load Multiplier for Flexural Strength = 1.00 Flexural Bracing: Full Mmax = 368 Ft -Lb <= Ma = 951 Ft -Lb Check Deflection Deflection Limit: L/180 Load Multiplier for Deflection = 1.00 Maximum Deflection = 0.552 In PfrkrFc P-frt -0) J4L L 5 Steel Thickness = 0.0346 in Inside Corner Radius = 0.0765 in Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, Fya = 33.0 ksi Punchout Length = 4.000 In Deflection Limit L/180 Axial Load 0 Ib • Deflection Ratio = L/457 Check Shear Vmax = 70 Ib (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 638 Ib >= Vmax Check Web Crippling Rmax = 70 Ib (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 153 ib >= Rmax, stiffeners not required www.clarkwestem.com 2001 North American Specification w/2004 Supplement ASD DATE: 5/17/2013 SECTION DESIGNATION: 600T200-33 Single INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Header/Beam Solver Design' Data Header/Beam Span 4.00 ft ' Dead.Load'= •.0 Ib/ft: • ,: • Live Load = 53.7 Ib/ft 6.146 in 2.000 In 2.000 in - Simple Span Deflection Limit L/360 • DL Multiplied by 1.00 for Strength Checks LL Multiplied by 1.00 for • Strength Checks • 7atP rifitc4e. wltd c1k tig Steel Thickness = 0.0346 In Inside Corner Radius = 0.0765 In Yield Stress, Fy = 33.0 ksi Fy With Cold -Work, rya = 33.0 ksi. Check Flexure Flexural Bracing: KyLy = 24.0 in Cb = 1.00 Me =13780 Ft -Lb My =1712 Ft -Lb Mc = 1712 Ft -Lb Sc/Sf = 0.54 Mmax =107 Ft -Lb <= Ma = 549 Ft -Lb Check Deflection Deflection Limit: L/360 Maximum Deflection = 0.007 in Deflection Ratio = L/7058 Check Shear Vmax = 107 Ib (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 622 Ib >= Vmax Check Web Crippling Rmax = 107 ib (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 91 Ib < Rmax, STIFFENERS REQUIRED Me >= 2.78 My ' . 21 -VK I t- 0 PICPIDCK iwrvi i LWVUs, r iuur.' JUW,l 1 pleoe(s)117/8" T3I® 230 CSA 16" OC Overall Length: 12' 11" •t` 12' 0 All Locations are measured from the outside face of Left support (or left cantilever end). All dimensions are horizontal. 0 Design. Results <_ . , , AeoaI a LecatIon� Allowed :. Result LDP _, . . Loath Combhratlon (Piker)) Member Reaction (lbs) 1161 @ 4 1/2" 1485 (3.50") Passed (78%) 1.00 1.0 D + 1.0 L (Al Spans) Shear (Lbs) 1096 @ 5 1/2" 1655 Passed (66%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 3380 @ 6' 5 1/2' 4215 Passed (80%) 1.00 1.0 D + 1.0 L (AU Spans) Live Load Dell (In) 0.236 @ 6' 5 1/2" 0.304 Passed (L/618) — 1.0 D + 1.0 L (AU Spans) Total Load Dell (In) 0.259 @ 6' 5 1/2" 0.608 Passed (L/564) -- 1.0 D + 1.0 L (AU Spans) T3 -Pro'" Rating 64 40 Passed — — • Deflection criteria: LL (1/480) and Ti. (1/240). • Bradng (Lu): AU compression edges (top and bottom) must be braced at 4' 3/8" o/c unless detailed o hevdse. Proper attachment and positlardng of lateral brackg Is required to achieve member stability. • A structural analysts of the deck has not been performed. • Deflection analysis Is based on composite action with a single layer of 1 1/8' Weyerhaeuser Edge Gob'" Panel (48" Span Rating) that is glued and nailed down. • Additional considerations for the T7 -Pro"' Rating include: None Supports' t aring Lenp1A wads to Slrpporti (Lbs) , 1lcbafsorin Total :Available ' Mgulred Dqd 16' Total +. 1- Stud wall - OF 5.50' 4.25' 2.16' 103 1076 1179 1 1/4" Rim Board 2 - Stud wall - DF 5.50" 4.25' 2.16' 103 1076 1179 11/4' RIm Board • Rim Board ha assumed to cany all bath engaged directly above it, bypassing the me nber being designed. i' Loads Loeatloe Spsdrig . DEaA (0.90) Floor (1.00) . Cemeteries :. 1 - Unitonn(PSF) 0 to 12' 11" 16' 12.0 125.0 Platform Framing r n.r.as.v System : floor Member Type : foist Building Use : Residential Brading Code : IBC Design Methodology : ASO Member Notes .. New Platform Jakts Weryeth usir,Notes' Weyerhaeuser warrants that the sizing of Rs products WI be In accordance with Weyerhaeuser product design criteria and published design varus. Weyerhaeuser expressly disclaims any other warranties related to the soRware. Refer to ckrrent Weyerhaeuser Iterahae for lnstallatlon ketals. (www.woodbywy.com) Accessories (Rim Board, Blorkhg Panels and Squash Blocks) are not designed by this software. Use of this software is not Intended to circumvent the need for a design professional as dete mined by the authority having Jurisdiction. The designer of record, bulkier or framer is responsible to assure that this calculation is oornpatide with the overal project. Products manufactured at Weyerhaeuser fadiltes are third -patty certified to sustalnabe forestry standards. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator Forts Software Operator Job Notes Victor Martinez I.L. Grose Structural Engineers (208) 623-0769 victorm@itgross.com (tom SUSTAINABLE FORESTRY MOVE 5/17/2013 1:38:52 PM Forte v4.0, Design Engine: V5.6.2.222 p/afk=Jolsts.4te Page 1 011 1=4.= /1'1s V Tti8 = ;-3 - lil s , `It', 61' $c,.113 ON 41fl406. Db SUPPO AT MEW Fi=r/4''Ali De. //s o 1 = zc r, )t 112 = 2+1e i" b�= IIIS,/2$ = /Ain't/ 0 PruD = /61/5)9 /41 = war' Ibi•,,i. 240f,1 4;S *ifs = . 26‘,2-4i 4524p/i::, Pic Gofrr.r c✓v►?air §144Cif oK 2040 t3tiy 014 Gohlo. : 2"5 T. 3b,62 44 G. 7$4, et; d=s ak r If 01 11 lb" .434+ r; S% C L� rlyt 3 r 11 = 33 * go % 63" tOt 13s1t y zs� p h d = 1 7-C it TAW ‘31'K 7''r 201 tr % r Vi = 21f P,t °/ %oL Sole t+ti ' /t .A ►S ,C) Ac(s'* It = ALIA?). 2,c t, 9 met J dpsi : WO x I r• se. 't fw/ 4-2.4Poops 20 «o I.L. GROSS S IRUC TURAL P1101.WERS PL-4rF'M-Ai OM ail soi Sc„rB SHEET TITLE MAR -710-5 117-, PROJECT CLIENT SCALE ✓AI DESIGNED BY VA, CHECKED DATE SHEET 207 First Avenue South - Suite 250 Seattle, Washington 88104 Ph. (208) 823.0780 Fax (208) 823-9081 HQ Fowler Company Submittal - TFWK975XLU7 WILKINS, RECEIVED IJUL' 3 0 2013 TUKVviu, UBLIC WORKS Pa r ;r- -w tt , Sizes: U 3/4" U 1" U 1 1/4" LI 1 1/2" Maximum working water pressure Maximum working water temperature Hydrostatic test pressure End connections Threaded OPTIONS (Suffixes can be combined) LI 2" 175 PSI 180"F 350 PSI ANSI B1.20.1 O - with full port QT ball valves (standard) - less ball valves... .Li U - with union baltvalves:. O MS - with integral relief valve monitor switch LI P - for reclaimed water systems • S - with bronze "V" type strainer BMS - with battery operated monitor switch [1 FDC - with fire hydrant connection; 2" only O TCU - with test cocks up ❑ V - with union swivel elbows (314" & 1") U SE - with street elbows 0 FT - with integral male 45°flare SAE test fitting ACCESSORIES Air gap (Model AG) Repair kit(rubberonly) Thermal expansion tank (Model XT) Soft seated check valve (Model 40XL)` Shock arrester (Model1250). QT -SET Quick Test Fitting Set Ball valve handle locks Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include.pkq. APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contami- nated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. STANDARDS COMPLIANCE • ASSE@Listed ,1013 • IAPMO© Listed • UL® Classified (less shut-off vitrolg • C -UL® Classified • CSA© CertifieP�®® • AW WA CompfanT. • Apprgved;by. the, Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California • NYC MEA 425-89-M VOL 3 MATERIALS Main valve body Access covers Fasteners Elastomers Polymers Springs E Cast Bronze ASTM B 584 Cast Bronze ASTM B 584 Stainless Steel, 300 Series Silicone (FDA Approved) Buna_Nitrile (FDA Approved) i i E C E I V E 0 Noryi n-% NSF Listed LI s ' ,-. _ T' I v • Stainless steel. 300 series JUL i 5 2013 "?ERMIT CENTER I� !; CORRECTION G Relief Valve discharge. port: 3/4f'-.1" - 0,Q3 sq. in. 1 114" - 2" - 1.19 sn in p..:y. Commerce Way; Paso Robles, CA93446Phone:805/238-7100 Fax In Canada: ZURN INDUSTRIES. LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405.8272 Fax:9051405-1292 Product Support Help Line: 1.877 -BACKFLOW (1-877-222.5356) • Wobsitc: http://www.zurn.com v-1 MODEL SIZE in. mm DIMENSIONS (approximate) WEIGHT A in. mm A UNION BALL VALVES . In. • mm B LESS BALL VALVES in. mm' C in. mni 0 in. mm in. E mm F in, mm' G in. LESS BALL VALVES Obs •kg 4.5 WITH BALL VALVES lbs.. kg 314 .20 12 305 13 3/4 349. 7 314. 197' 2 1/8 54 3 76 3 1/2 89 5 127 '16 1/8 mm 410 10 • 1 1 25. 13 330 14 1/2 • 368 7 314'. 197 2 1/8 54 3 76 3 1/2 89 5 127' 1738 441 10' 4.5 12 5.5! 1/4 1 32 17 432 1813/16 478 10 16/16 278 2'3/4 70 3 1/2 89 5 .127 .6 314. 171 22 9/16 573 22 10 14 28 0.4 1/2 40 17 3/8 441 193/8 '492 1015/16 278 2 314 70 3 1/2 89 5' 127 6 3/4 171 24 1/16 611 22' ' 10 28 12.7 2 .50. 18.1/2 470 .201/2 521. 1015/16..278 23/4 70 31/2 89 5 ' 127 '63/4 171 26 trz 673. 22 10 12.7 Ie 1 of 2 WILKINS a Zurn com an 1747 DOCUMENT BF=975XL(LG): #:' • '. 34 REVISION: 11 11 15.4 - 5.4DOCUMENT#: p..:y. Commerce Way; Paso Robles, CA93446Phone:805/238-7100 Fax In Canada: ZURN INDUSTRIES. LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405.8272 Fax:9051405-1292 Product Support Help Line: 1.877 -BACKFLOW (1-877-222.5356) • Wobsitc: http://www.zurn.com v-1 HD Fowler Company Submittal - TFWK975XLU7 n 20 0 15 09 • 10 0. • 50 1,26 FLOW CHARACTERISTICS MODEL 975XL 3/4", 1", 1 114", 1 112 & 2" (STANDARD & METRIC) FLOW RATES (Vs) 2.52 3,8 5.0 20. 3!4' (20mm).: ...1(25mm):.. 20 40 60 15 10 3.2 6.3 1.(32mm) 9.5 12.6 112' • (_Clc . r (50nlrn) 80 50 50 FLOW RATES (GPM) 0 Rated flow (Estah!ished by approval apcndes) 100 150 200 103 W 69 5 cn 1u 35 a 250 .1.y -Y r4 ri TYPICAL INSTALLATIO?>f s Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the asserjibly shall be mounted at a minimum of 12" (305mn1) and a maximum of 30"..(762mm) above adequate ;drains with sufficient side clearance for testing and maintenance. The installation shall bemade so that no part of the unit .can submerged. DIRECTION.oF'n.ow 4> INDOOR INSTALLATION Capacity 11 ru Schedule 40 Pipe Pipe. size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" :2 2 3 5 318" _ 3 4 6 9 112" 5 7 9 14 314" . 8 12 17 25' 1" 13 20. 27 40 1.1/4" 23 35. 47 70. 11/2" 32 48 63 95 2" 52: 78 105 167 .. PROTECTIVE. ENCLOSURE OPTIONAL - WATER MEtER� lir 7 1177 ' 12'MI17 30' MAX i Alk GAPi ON.INI i I ; , dIg) _t,-•(g'f.. is DIRECTION Or FLOW LZ} INLEI SHUT-OFF OUTDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be ASSE® Listed 1013, rated to 180°F and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed Norylm' and the seat disc elastomers shall be silicone. The:first:and second checks shall be accessible for maintenance without removing the relief valve Or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL. WILKINS a Zurn company, 1747 Commerce Way. Paso Robles, CA 93446 Phone:805/238.7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405.8272 Fax:905/405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1.877-222.5356) • Website: http:l/www.zurn.com Page 2 of 2 2 •q HD''Fowler Company Submittal - TFHB200 SUBMITTAL DATA SHEET BULLETIN : NO: ESFF804 (800)-,736-0238..; -Fax (904):783=6965 httpj/www hot box com Email sales®hot=box:com CERTIFIED I:LIPTOP iFIBERCLASS ENCLOSURES' Thy curlostjrc. certitled to ASSE 1060, shall be of min. 11`.14"1.1t. 1IIhulropie puly- .csIet- rain: rcinfiiresd,,iith fiberglass strand. :Aluldcd exteriors' Will 'be a ,srliuoth. sac hi.qualltyfnish;.protetitd a/I x' nihihited isopthalic polyester get coal. Non -molded products +s•I1l.utibrl un "intiustrlal" exterior iekifire. kith the some gel Coated finish. Insulation.stlnll.hc min. I /,"tk. (R8), tool -cellular. non -it Icking, poliISitcVanalc foam. Enclosure shall utilize a lockable hlpaop dexil;n,tormaintenance access through lid without rclneXel.ofthe entire unit. �loldcll.prmtuct shall uliliip en overlapping lid seam design for nt.iidcr proof- ing 1Hal.sandal rlslsl uire. Drains shall Ia shed for full pori backhoe dis- charge: ind designed for one slay" exit; inhiblling intrusion nfdchris anis/or verntlo.1:uclosure shall be anchored to a concrete slat or GI.1SSI,',17`" from within 111e enclosure ss•/steel anrli 1 s and require n:sInglc leek for sceurlly pur- poses. Kcal. when required. will.prott.'ci the piping; and equipment front exterior tem• peratiires Io -10.1- olid l e 1I icrmoxtatically rontrolle.d. L1Lor'1 19. listed self regulatingcablc(s)'sr well mounted air heater(s)will be sized in maintain the. cquipmentat940 1C In accorilimcc wlth,N:1 P \.3-3.1:1d &. 1 b.1.3.2.'11cat snnree Shull Ise mounted a nttnimurn.or 7" above the slab unless:it is lll: or 1 1L certified'and \E1,upprosed`for snbmcrsiun. !finer sour shall he installed inside the cnrlosure try ii,Ilcrs, pruk'cletl wjith'n griitind.fuultanit;r- ruptin receptacle (GUI) or CFI rircuil --.ref. U1:.9-13,N.F \t.A312. MODEL. 1 HOTBOX� 1 LOKISOX 1 � %NNEilu•a0 W5)DE• I IR5t0E INSIDE " 1 '-SHIPPING PAD i OLASSPAD NUMBER 1 WIHEAi'. Ij NO HEAT ;I 1• NO INSUL tf LENGTH• t WITH' I HEIGHT` )-1{IAT '1� . WEIGHT : .SIZE MODEL i _ _ .76 ; HB.75 �T . LB;7! �-V0.75 19^a• ' 11' : • 2Y 30514 305 29'220 :OP.75Y • NB7 I '1.81 w01 2r' •• - 13' �'23" . COW.: 355 : 36'X72 091 HB7T ''t LB1T ..VOLT 27` 13_I 35" : GoW1i '605 ; 36`X22` L,___ 'GPI LB1.5 , • GPt 482 ° V YG2 26" .--.. -L82T VG]i ..05 t .0 %'24 OP25 _ 2S H078 45 1'% V 7 w Y LD2S I V02S_: I _ �7" 13"' 307. -I BONN 55 _ 1_68 %M Efki '• 257:(Ij- . • -L133-/IT - - .-- - .HBIST _ IN/A I I 47^. ..13• : - .30" SOWS`_ X055 SB'X24'1—.6P23.._ 3N HB3N 1838 1 VG3Y 70' 26' 45= 1000W 7105 82'X38'; 'NIA' 7195 (1) 1 HB3NS - 103NS'. NIA 8r--- •- 25 45` ...1300W- '3405 :-85-236 , NIA. 3E .l9 I) 1 H83E I 183E • NLA : I 70^ 26 5' t500W 555 82-2 NIA .-- 3E5 (I) E NB7L5 L8305 NIA 83^ 26 $S' 150077 " 475 0 _ 3000 583000 i L83000 VG30D0 45" .36` 35' ' t0005Y. 1605 57"%07 • 093000 4000 904000 I 185000,_. L__.VG4000 --- )_. -sr'.._ _. .44-'' 4-__i 44. _ 0mac,�tg6rr6 cv 9019 uou pl,y�l�m GP4000 5000 9E5000 - Ln5000 VG5000 61 Sr 57" 1500W 3900 74" X 64 605000 -! 1-•OAOS,NMLTU OC_ 1001 10MC101IT42 70tr1:0T1tawroTHVCp I1 - - J MEMBERS OF: 140ae14 Ns: H8.76 Waugh 1103N - RpYrgbi.• 140: :5L 31IR,3C5315. 17,4.1. 17,.1103003 Ih'4o5h 30o0 •riWlR4ss• 7.0 Golub J. ^` // /1 LOW.PROFILE Series"! U.S.PATENT 4f33,523 OPTIONS: OPTt071 ... ..._.... .. L:...__..:,.:... TYPE COLOR EXHAUST ALARM _ALARM .. . HEAT . LIGHTS) OTHER SIZE PHASE VOLTAGE QUANTITY —i_ NEPA' "\ s = f ADIVISIt)N OF.CDR'SYSTEMS CORPORATION Job Name Contractor Job Location Approval Date: Engineer Contractor's P.O. No. Approval Date: Representative HD Fowler Company Submittal - TFHB200 INTERNAL ANCHORS (TYP.) 39 NOTE 1, RECOMMENDED SLAB SI 2, HEAT IS PROVIDED BY 3, THIS UNIT IS THE LB INSIDE DIMENSIONS! 39" L X 13' W X 28'H. OUTSIDE DIMENSIONSi 42' L X 16' W X 29 1/2'H. HOT .BOX, , . THE ENGINEERED ENCLOSURE - T REAR LID SEAM HASP FRONT LID SEA M FRONT SEAM ri/)/////////////)//,4 SLAB DR FOOTER Hot Box® 924 LANE AVE. N. JACKSONVILLE, .FLORIDA 32254 (904) 786-0204 (800) 736-0238 'FAX <904) 783.-6965 http//www,hot-box.com REV. 1 ' 1REV.s TITLE STANDARD # HBC FIBERGLASS FL: ENGINEER / CONTRACTOR. i LOCA1 REV. 3 I SCALES N, T, S, REP. / DISTRIE 1 • City of Tukwila Ji 11 Haggerlon. Mayor Department of Community Development Jack Pace. Director Corporation of the Catholic Archbishop of Seattle Office of Property and Construction Services 710 9th Avenue Seattle WA 98104-1017 Attn: Mr. Frank Feeman, CFO RE: Structural roof diaphragm deferral of 2012 IBC Section 3408.4. Dear Mr. Feeman: September 24, 2013 I have considered your request for deferral of the required improvements to the roof diaphragm. I find that this request can be accepted provided that there is acknowledgement and acceptance by the Archdiocese of the following conditions: 1. The central open spaces identified in exhibit A, sheet A0.1, shall be secured at all entry points by lockable doors. The access doors to these spaces shall be placard with signage "No Occupancy". v. 2. Open area 3, adjacent to the kitchen will be posted as 269 maximum occupant load. 3. The Narthex will be used only as egress to and from the sanctuary and assembly that is normally takes place prior to and after mass. 4. The remainder of the building will be used for classrooms and office use. 5. The construction documents that were submitted for building permit application D13 -175 shall be revised such that all plan sheets and details will identify the areas that will not be occupied. These revisions shall be submitted to the City for approval prior to issuance of the building permit. 6. An operations permit for "places of assembly" shall be obtained from the Tukwila Fire Department. Said permit shall be obtained prior to final occupancy approval. 7. The Archdiocese, upon request by the City, its agents, or employees, shall grant the City and its agents, and employees, the right to enter upon the property at any time to inspect the premises to determine compliance with the conditions set forth herein. 8. The Archdiocese shall defend, indemnify, and hold harmless the City of Tukwila, its officers, officials, employees, agents, and volunteers from and against any and all claims, suits, or liabilities for injury or death of any person, or for loss or damage to property, which may arise from failure of the lateral resisting elements of the roof structure during a seismic event. 9. On or before five years after the acceptance date of these conditions the Archdiocese will obtain a building permit proceed with the development phase of a permanent sanctuary for the parish or proceed with the structural improvements to the roof diaphragm and the development of any required shear walls in accordance with ASCE 41-06 or the referenced edition in effect at the time of permit application. By signing below, the Archdiocese certifies that it understands the conditions set forth above and that it knowingly and voluntarily agrees to abide by those conditions. Robert Benedicto, Building Official City of Tukwila, WA Acknowledgement & acceptance by Mr. Frank Feeman, CFO Corporation of the Catholic Archbishop of Seattle, WA Date: Date: Encl: Exhibit A CC: Don Tomaso, Tukwila Fire Marshal Kevin Broderick, Project Architect 10-01-2013 • City of Tukwila s v� Jim Haggerton, Mayor Department of Community Development Jack Pace, Director KEVIN BRODERICK 55 S ATLANTIC ST, SUITE 301 SEATTLE WA 98134 RE: Permit Application No. D13-175 CHURCH OF THE VIETNAMESE MARTYRS 6841 S 180 ST TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 05/20/2013, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 11/16/2013. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, -LW -9,k Bill Rambo Permit Technician File: Permit File No. D13-175 6300SouthcenterBoulevard, Suite11100• Tukwila, Washington 98188•Phone ?06-431-3670• Fax 206-431-3665 • • IP BRODERICK ARCHITECTS 7/25/2013 Attn: Allen Johannessen, Plans Examiner Tukwila Building Division 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 RE: Correction Notice #1 Project #: D13-175 Project Name: Church of the Vietnamese Martyrs Thank you for sending me the review comments of the project referred above. Below are my responses to your letters from June 4, 2013. I have included a copy of your correction letters for your reference. These changes are indicated by a Revision 1 symbol on the architectural and structural drawings. BUILDING DEPARTMENT: 1) The primary use is public assembly with an occupant load greater than 300. As such, it is also a change from an Occupant Category II to a Category III. Accordingly you will need to show that the building is in compliance with the provisions of IBC Section 3408.4 or alternatively, the structure can meet one of the exceptions under this code section. In either case, submit engineering calculations or other data as required for our review. Please see attached structural report and supporting data from 1.L.Glass Structural Engineers. 2) A2.3 The number of bathroom fixtures shown on the plan appears to be undersized. Provide a calculation table, separating the different occupancy types for the building in that table, showing the total number of bathroom fixtures required. Exempt from calculations are areas such as corridors, stairways, toilet rooms, mechanical room and closets. In addition show the number of accessible drinking fountains and location of drinking fountains on the plan. We are asking for a code modification per IBC 104.10 regarding the required plumbing fixtures. (See attached letter of agreement). The church has about 1000 members who come to various Masses over the course of the weekend. The requirement to provide plumbing fixtures for occupants in the 3 open areas is a hardship for the church. These areas are open because they are unprogrammed, and thus have no use for the church at this time. There won't be simultaneous uses of this space, and the other spaces, this space is extra, and is simply a factor of the size of the building. Additionally, the narthex, which serves as a vestibule for the Nave, would not be used simultaneously to Mass. We are asking that this area would either be counted as circulation, or not counted, as one or the other of the spaces would be used, but not both. Please see table below showing compliance with the fixture count requirement, if we did not have to count the open space, or the narthex. i. It should be noted that the parish plans to renovate the bathrooms at the time that CORREC ION the Nave is moved into the main building. This will be a phase two project, which LTR# \ will enlarge the Nave, add additional bathrooms, and increase the number onfarsEE I V E D CITY OF TUKWILA JUL 2 5 2013 55 S. Atlantic Street • Suite 301 • Seattle, WA 98134 • 206.682. 25 ax 206.682v-75- 9 PERMIT CENTER Category Storage Assembly Business Education Kitchen and conference rooms. The fixture count for the entire building will be per code at that time. # Occupants 17 2446 23 45 9 ALL SIMULTANEOUSLY Category # Occupants Storage '17 Assembly 733 Business 23 Education 45 Kitchen 9 ALL SPACES: PER CODE Factor 1/100 1/150, 1/75 1/25 1/50 1/150,1/75 Mens Required 0.085 8.153 0.46 0.45 0.03 Womens Required 0.085 16.306 0.46 0.45 0.06 9.178 17.361 10 18 Rounded Up USED SPACES: NO NARTEX, OR OPEN SPACE COUNTED Factor 1/100 1/150, 1/75 1/25 1/50 1/150,1/75 Mens Required 0.085 2.44 0.46 0.45 0.03 Womens Required 0.085 4.89 0.46 0.45 0.06 3.465 5.945 4 6 Rounded Up PLUMBING FIXTURES PROVIDED MENS WOMEN 6 8 b. The number of required drinking fountains is 3. There are currently no existing fountains. Three new drinking fountains will be provided as shown on A2.3. 3) Show an accessible ramp provided at the altar platform. If the ramp is problematic, show where the same service shall be provided on an accessible level and shall be accessible. This phase one — temporary Sancturary Platform is prohibitively small at this time, and the seating count in the nave is already too low, so the parish will make a microphone available at the floor level for any parishioner who is scheduled to do the readings, or make an announcement. This provision is per IBC 1108.2.1. 4) A5.0, A5.1 : A couple of sheets are missing from the plan set. Please provide. This was a typographical error. The reference has been removed. 5) A7.0: Provide door hardware specifications in the door schedule for doors #08, 107, 108,109 and 110. Sheet A7.0 has been updated with hardware set information. All exit doors will have panic hardware. Also, see note 3 requiring all new hardware to be 2003 ANSI 117.1 compliant. PLANNING DEPARTMENT: 1. A1.0: The plans must reflect the proposed fence located inside (before) landscaping and vegetation. Fencing along levy easement will be detrimental to existing landscaping and vegetation. The fence will not be built — reference to it's location has been removed from the sheet. PUCLIC WORKS DEPARTMENT: 1. Provide completed Public Works permit fee estimate sheet. Please find attached Fee Estimate. 2a. A1.0: Domostic Water - A reduced pressure principle assembly shall be installed downstream of existing domenstic water. New RPPA location and information has been added to the sheet. Please find attached cut sheets for the hotbox and the valve. 2b. A1.0: Landscape Irrigation — existing DCVA device is overdue for testing. Please find attached current test report. 2c. A1.0: Fire Prevention — There is a current DCDA installed inside the building that is overdue for testing. Please find attached the current test report. All requested corrections are clouded on the drawing sheets. Please call me if you have any questions or comments. Thank You. Sincerely; John Faley ARCHDIOCESE OF SEATTLE OFFICE OF PROPERTY AND CONSTRUCTION SERVICES 206-382-4851 FAX: 206-382-4266 July 18, 2013 Allen Johannessen, Plans Examiner Tukwila Building Division 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Structural Roof Diaphragm Deferral Project #: D13-175 Project Name: Church of the Vietnamese Martyrs • 710 9T1-1 AVE SEATTLE, WA 98104-2017 www.seattlearchdiocese.org Dear Allen, Pursuant to our meeting on July 11`h 2013, the Vietnamese Martyr Parish is requesting to defer full compliance with the structural improvements required by IBC Section 4808.4. This section of the code stipulates that a change from Occupant Category II to Category III requires brining the structural integrity into conformance with current code standards. The existing building is a single story concrete tilt -up structure. The roof structure consists of typical open web TJ joists supporting 3/4" CDX plywood sheathing. The girders supporting the roof joists are glu-lam beams resting on steel tube columns and embed plates at the tilt -up panels. From a capacity standpoint the existing unblocked diaphragm is limited in its capacity and span distance. There is capacity in the exterior walls to support 100% of the current code demand levels. However without the diaphragm being blocked it does not have the ability to distribute that force to the shear walls. It is this element that we are asking to defer. The building does have a diaphragm. It does have shear walls, and foundations to distribute demand level forces. It does have roof to wall anchorage that matches the existing diaphragm capacity. There is an inherent diaphragm chord at all perimeter walls via the top tilt -up wall panel connection. We are confident that there is minimal risk from a life safety standpoint to occupy the building without the diaphragm up -grades at this time. The parish has plans to further develop the facility into a permanent church facility over the next five to six years. From the Parish's perspective, incurring the time and cost of increasing the capacity of the roof diaphragm for such a short period of time only to have to remove a large portion of the roof to accommodate the remodel was extremely wasteful and a financial hardship. The Parish is willing to enter into an agreement whereas the parish either move forward with their renovation projects and submit for a Conditional Use Permit and Building Permit within this 5 year period, in which the scope of work would resolve any existing roof diaphragm deficiencies, or they will voluntarily add the additional reinforcement to the existing roof diaphragm to bring it in compliance with IBC Section 4808.4. -741ciA4 Corporation ofthe Catholic Archbishop of Seattle Vietnamese Martyrs Parish City of Tukwila CORRECTION bl7S RECEIVED CITY OF TUKWILA JUL "152013 PERMIT CENTER ARCHDIOCESE OF SEATTLE OFFICE OF PROPERTY AND CONSTRUCTION SERVICES 206-382-4851 FAX: 206-382-4266 July 18, 2013 Allen Johannessen, Plans Examiner Tukwila Building Division 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Restroom Count Deferral Project #: D13-175 Project Name: Church of the Vietnamese Martyrs 710 9TH AVE SEATTLE, WA 98104-2017 wwwseattlearchdiocese. org Dear Allen, Pursuant to our meeting on July 11th 2013, the Vietnamese Martyr Parish is requesting to defer full compliance with fixture count required by IBC Section 29 Plumbing Systems. This section of the code stipulates the minimum number of fixtures required based on the building occupant load. Calculations based on the Assembly use of a building this large with the occupant load factor outlined in the code would require restroom facilities for 2,540 people with 18 toilets for the women and 10 toilets for the men. The simple reality is that the Parish has approximately 1,200 members spread out over four weekend Masses. The Parish has plans to further develop the facility into a permanent church facility over the next four to five years. From the Parish's perspective, incurring the time and cost of increasing the plumbing fixtures given the actual number of parishioners using the facility is a financial hardship. The Parish is willing to enter into an agreement whereas when they move forward with their renovation projects the scope of work would resolve any existing plumbing fixture deficiencies and bring the facility into compliance with IBC Section 29. CLQ.✓ the Catholic Corporation Archbishop of Seattle Vietnamese Martyrs Parish City of Tukwila CORRECTION V175 RECEIVED CITY. OF TUKWILA JUL t 5 2013 PERMIT CENTER GREEN RIVER CONSTRUCTION CO., INC. 6402 South 144th St., Suite #1 Tukwila, Washington 98168 Office: (206) 246-9456 Fax: (206) 246-2274 July 9, 2013 Mr. Daniel Nguyen 8800 39th Ave S Seattle, Washington 98118 ACMLLC71@gmail.com Re: Bid Proposal — 2" RPBA, Tukwila Dear Daniel: We propose to provide all labor, material and equipment necessary for the installation of a 2" RPBA and hot box w/concrete pad, including certified testing. Lump Sum $ 5,475.00 WSST @ 9.5% $ 520.13 Total $ 5,995.13 Please call with any questions. Sincerely, Jerry Knudson President CORRECTION Dok,3- �7s RECEIVED CITY OF TUKWILA JUL 15 2013 PERMIT CENTER June 21, 2013 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Kevin Broderick Broderick Architects 55 S Atlantic St, Ste 301 Seattle, WA 98134 RE: Correction Letter #1 Development Permit Application Number D13-175 Church of the Vietnamese Martyrs -6841 S 180 St Dear Mr. Broderick, 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 Building, Planning, and Public Works Departments. At this time the Fire Department has no comments. If you have any questions regarding the attached comments, please contact the corresponding individual below: Building Department: Allen Johannessen at 206 433-7163 Planning Department: Courtney Johnson at 206 431-3670 Public Works Department: David McPherson at 206 431-2448 Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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) 431-3670. Sincerely, Jennife erii nt Fi Noi D13-175 W:\Permit Center\Correction Letters\2013\D13-175 Correction Letter #1 .docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: June 4, 2013 Project Name: Church of the Vietnamese Martyrs Permit #: D13-175 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11 x17 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) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. The primary use is public assembly with an occupant load greater than 300. As such, it is also a change from an Occupancy Category II to a Category III. (See IBC Table 1604.5.) Accordingly you will need to show that the building is in compliance with the provisions of IBC Section 3408.4 or alternatively, the structure can meet one of the exceptions under this code section. In either case, submit engineering calculations or other data as required for our review. 2. The number of bathroom fixtures shown on the plan appears to be undersized. Provide a calculation table, separating the different occupancy types for the building in that table, showing the total number of bathroom fixtures required. Exempt from calculations are areas such as corridors, stairways, toilet rooms, mechanical rooms and closets. In addition show the number of accessible drinking fountains and location of drinking fountains on the plan. (IBC 2902, Table 2902.1 and 2904.4 Washington State amendments) 3. Show an accessible ramp provided at the Alter platform. If the ramp is problematic, show where the same service shall be provided on an accessible level and shall be accessible. (IBC 1103.1, 1108.2.1 & 2003 ICC/ANSI 405) 4. A couple sheets (A5.0 and A5.1) are missing from the plan set. Please provide those sheets. 5. Provide door hardware specifications in the door schedule for doors # 08, 107,108, 109 and 110. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. • PLANNING DIVISION COMMENTS DATE: May 30, 2013 APPLICANT: VIETNAMESE MARTYRS RE: D13-175 ADDRESS: 6801 S 180TH TUKWILA WA Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, COURTNEY JOHNSON is the planner assigned to the file and can be reached at 206-431-3662. 1. The plans must reflect the proposed fence located inside (before) landscaping and vegetation. Fencing along levy easement will be detrimental to existing landscaping and vegetation. r CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: June 20, 2013 PROJECT: Church of the Vietnamese Martyrs at 6801 S. 180th Street TL no. 362304-9087 1St Review Comments PERMIT NO: D13-175 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. David.McPherson@TukwilaWA.qov 1. Provide a completed Public Works permit fee estimate sheet. (For Public Works activities only including — erosion control, domestic water backflow (RPPA w/HotBox), and any water/sanitary sewer/storm drainage work outside the building. (PW Bulletin A2 enclosed) 2. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The City has determined that the proposed Vietnamese Martyrs Church building has deficiencies on domestic and other devices. (Requiring the following upgrades): a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 2 -inch domestic water meter. Installation at another location requires approval by the Director of Public Works. The (RPPA) shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Show location of the new (RPPA) on a plan sheet. Specify (RPPA) size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. b) Landscape Irrigation Existing irrigation (DCVA) backflow device is overdue for testing. (The annual test month is February and the last test we received was October 2011). Provide a current test report. c) Fire Prevention There is a (DCDA) installed inside the building that is overdue on testing. (The annual test month is February and the last test we received was October 2011). Provide a current test report. • The (FDC) is on the West wall of building. • There is an old single check valve assembly in a vault at the entrance to the property, on the West side of the driveway. • A backflow preventer is installed inside the building, downstream of the original single check valve assembly. • There is a flanged -off (FDC) connection in the single check valve assembly vault. • There are private fire hydrants on the fireline, around the building. • Verify if the fire backflow preventer is to be inside of the building. If inside; then provide a NOTE on a plan sheet to pig the fire main, to make it potable water piping. Also, provide a NOTE on a plan sheet to remove the existing single check valve assembly. • Brenda Holt From: Sent: To: Cc: Subject: Hi Brenda — Al Metzler Tuesday, May 28, 2013 3:59 PM Brenda Holt Al Metzler I've entered the impact fees for the above permit in the system. The credits for previous use are as follows: • Fire, -$7,912.00 • Parks, -$16,323.00 Total credit, -$24,235.00 Total assessed impact fees should be $38,003.00 Please let me know if anything seems amiss. Thanks, Al May 21, 2013 City Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Kevin Broderick Broderick Architects 55 S Atlantic St, Suite 301 Seattle, WA 98134 RE: Incomplete Letter #1 Development Permit Application Number D13-175 Church of the Vietnamese Martyrs — 6801 S 180 St Dear Mr. Broderick, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 20, 2013 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433-7163 if you have any questions regarding the attached comments. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431-3670. Sincerely, Rd4/141 Bill Rambo Permit Technician File No. D13-175 W:IPermit CenterlIncomplete Letters120131D13-175 Incomplete Letter #I.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: May 21, 2013 Project Name: Church of the Vietnamese Martyrs Permit #: D13-175 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide completed Non -Residential Energy Code (NREC) Compliance Forms for the Building "Envelope" and "Lighting" to show building complies with 2009 Washington State Energy codes. Mechanical Systems Compliance Forms (MSCF) shall be required for new mechanical systems as applicable. (MSCF) shall be included with the mechanical permit. Compliance forms are available online at: http://www.neec.net/energy-codes , (scroll down to center of page). Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: 1211nning(iiTtrM+'ilaJf`- j.' AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: I. 1 am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its emplpyees, agents, engineers, c, ntractors or other representatives the right to enter upon Owner's real property, located at 6 01 S. 1 ii 0 I /L L: c.7 for the purpose of application review, for the limited time necessary to complete that purpose. j U i{w, C ,Q 5. Owner agrees to hold the City harmless for any Joss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. /'' EXECUTED at .Q (city), %� (state), on t2/P--2-- , 20 �3 ss (Print Name)1 (Address) io6— 362- Yss/ (Phone N ber) SL'/ti%[�Cr (Signature g4r On this day personally appeared before me AMR`/.4..$-4A/r1" to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSC NANCY M. GUTTORMSEN STATE OF WASHINGTON NOTARY PUBLIC MY COMMISSION EXPIRES 06-27-14 H:LLand Use Applications in PDPConditional Use Permit-Jan201 I.doc ON HIS Ada DAY OF GV"1.14.4f, 20/g BI.IC in and for the State of Washington NOTE .RY _ residing at c it.S/Iril My Commission expires on �i w?%/' j RECE1 VFD CITY OF TUKWILA MAY 2 0 2013 PERMIT CENTER Ul King County Department of Natural Resources and Parks Wastewater Treatment Division Non -Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type besot 5. I°d0-11" S� Property Street Address �vK1�11 wA_ 9610S City State ZIP C, e 8T- efilkout., NID2i131&6919 m e Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) (Z140---) Z• 1451eOwner'one Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address S3 , WA q oy A. Fixture Units �fl PIJUI Fixture Units x Number of Fixtures = Total Fiiti>I nits I Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Z CO Sink, other (service) 3 1.5 ( 3 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 RCE For King County lOnly Account # No. of RCEs Monthly Rate Property Tax ID # 5617:5011 156/ Party to be Billed (if different from owner) CiAtgc 19r \itI r tt'Je Wm -NIS ( 001 5 . 18et+ 3r vcwtt,h, WA 99)1136 City or Sewer District -rt% Kt.l IL ..- Date of Connection Side Sewer Permit # Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? 0 Yes 0 No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B .9S •1� RCE RECEIVED CITV OF TUKW#i.A MAY 2 0 20131 RCE "ERM T CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-684-1740. certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission o . - - • • - - - ination of a revised capacity charge. Signature of Owner/Representative ilii\— ' Date c• 17 • 13 Print Name of Owner/Representative 1058 (Rev. 9/07) White - Kino County Yellow -' Local Sewer Aaencv Pink - Sewer Customer .e-423„pr. a Cern KYLE roc. D98-0034 : Entries for Item:5020 - FIRE LOOP/HYDRANii5:07 12/09/2013 Action Comments By Date Unique_ Key CO ADDTL COMMS - 6-22-98 - EXISTING 8 FIRE GREG V 06/22/1998 A000056 LINE IS BEING FLUSHED WITH A 2 089 CONTRACTOR WAS INSTRUCTED TO 50 MLG CHORINATE AND FLUSH FOR DEBUS & OTHERS. -TKF PI PARTIAL INSPECTION GREG V 06/22/1998 A000056 103 CO ADDTL COMMS - 6-23-98 - FLUSHING OF 8 GREG V 06/23/1998 A000056 FIRELINE TO REMOVE CHLORINE 090 CONCENTRATE. FLUSHING OF 8 FIRE LINE TO REMOVE SEDIMENT DEBRIS. FOUND TYPICAL RUST SEDIMENT - TKF PI PARTIAL INSPECTION GREG V 06/23/1998 A000056 104 CO ADDTL COMMS - 6-24-98 - GREG V 06/24/1998 A000056 BACTERIOLOGICAL SAMPLE OF DCDA 091 TAKEN AND DELIVERED TO LAUCKS TESTING LAB BY SCOTT MOORE - TKF PI PARTIAL INSPECTION GREG V 06/24/1998 A000056 105 CO ADDTL COMMS - 6-29-98 - BACT. TEST GREG V 06/29/1998 A000056 RESULTS RETURNED OK - TKF 092 PI PARTIAL INSPECTION GREG V 06/29/1998 A000056 106 CO ADDTL COMMS - 7-2-98 - REQUESTED GREG V 07/02/1998 A000056 DVDA TEST REPORT. - TKF 7-2-98 - 093 REQUESTED DCDA TEST REPORT. - TKF PI PARTIAL INSPECTION GREG V 07/02/1998 A000056 107 CO ADDTL COMMS - 7-6-98 - RECEIVED DCDA GREG V 07/06/1998 A000056 TEST REPORT OK - FINAL GIVEN - TKF 6-24- 094 98 - BACTERIOLOGICAL SAMPLE OF DCDA TAKEN AND DELIVERED TO LAUCKS TESTING LAB BY SCOTT MOORE. - TKF 6-29- 98 - BACT TEST RESULTS RETURNED. - TKF 7-6-98 - RECEIVED DCDA TEST REPORT OK - TKF APPR FINAL GIVEN GREG V 07/06/1998 A000056 108 Total Rows: 12 PERMANENT FILE COPY REFree C6 ONLY Page 1 D13-175 L Reid iddleton Celebrating the past - Building the future ENGINEERING STRUCTURAL PLANNING SURVEYING ENGINEERIN October 3, 2013 File No. 262013.003/00602 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Church of the Vietnamese Martyrs (D13-175) Dear Mr. Benedicto: RECEIVED CITY' OF TUKWILA OCT 0 l 2013 PERMIT CENTER We reviewed the proposed project for compliance with the structural provisions of the 2009 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. Reid Middleton understands that the City of Tukwila and the applicant have come to an agreement on the required level of seismic retrofit required for the applicant to gain occupancy of the structure. We understand that the building will be seismically retrofitted to provide Life Safety Performance in accordance with ASCE 41 within five years and that the occupant load in the existing structure will be limited until the building has been seismically retrofitted. Revised structural sheets were submitted in response to our initial plan review for insertion into the original drawing sets. The other sets of drawings should be reconciled in preparation for permit issuance. Note that revised structural sheets were submitted for all of the original structural sheets. Structural deferred submittals. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila until after issuance of the initial building permit. The architect has been informed that the city of Tukwila may require the issuance of additional permits. The following is a summary: 1. Design drawings for attachment of mechanical and electrical components to the structure, and for support by the structure, where applicable. See also IBC Section 1613.1 and Section 13.2 of ASCE 7-05. ALASKA 4300 B Street Suite 302 Anchorage, AK 99503 907 562-3439 HAWAII 3049 Ualena Street Suite 504 Honolulu, HI 96819 808 754-4478 WASHINGTON 728 134th Street SW Suite 200 Everett, WA 98204 425 741-3800 Mr. Bob Benedicto, Building Official City of Tukwila October 3, 2013 File No. 262013.003/00602 Page 2 Structural special inspections. Special inspections by qualified special inspectors should be provided. We assume the prefabricated structural steel members will be fabricated by registered and approved fabricators. The following is a summary: 1. Installation of steel anchor bolts/rods in concrete: continuous. See also IBC Sections 1704.4 and 1707.1. 2. Installation of steel anchor bolts/rods in concrete at hold-downs of wood - framed, cold -formed, steel -framed, lateral -force -resisting system: continuous. See also IBC Sections 1704.4 and 1707.1. 3. Installation of concrete expansion, adhesive, and screw anchors, where applicable: in accordance with qualifying report of evaluation service (e.g., ICC -ES). See also IBC Section 1704.15. 4. Installation of structural steel: periodic. See also IBC Section 1704.3. 5. Welding of structural steel members for single -pass fillet welds (maximum 5/16 -inch): periodic. See also IBC Sections 1704.2 and 1704.3. 6. Welding of structural steel members for other than single -pass fillet welds (maximum 5/16 -inch), where applicable: continuous. See also IBC Sections 1704.2 and 1704.3. 7. High-strength bolting of structural steel members, slip -critical, where applicable: continuous. See also IBC Section 1704.3, Section M5.4 of AISC 360-05, and RCSC Section 9.3. Enclosed are the drawings, geotechnical letter, and structural calculations. If you have any questions or need additional clarification, please contact us. Sincerely, eid Middleton Inc. 79 Corbin M. Hammer, P.E., S.E. Senior Engineer cc: Kevin Broderick, Broderick Architects (by e-mail) Ira Gross, I.L. Gross Structural Engineers (by e-mail) Brenda Holt, City of Tukwila (by e-mail) ehw\o:\doc\26\planrevw\tukwila\ 13\t006r2.doc\cmh Reid iddleton PROYEC MEMO' AN Date: 12 September 2013 To: Corbin Hammer Reid Middleton 728 134th St SW Everett, Washington 38204 UM Cc: Kevin Broderick Broderick Architects 55 S. Atlantic St - Suite 301 Fr. Victor Martinez, PE I.L. Gross Structural Engineers Re: City of Tukwila Project #D13-175 - Church of the Vietnamese Martyrs GROSS STRUCTURAL ENGINEERS This letter is written to clarify the proposed deferment of structural upgrades to the Vietnamese Martyrs Church. This information is meant to answer specific questions received from Corbin Hammer (Reid Middleton) in an email dated 10 September 2013 and reflects Broderick Architects coordination and agreement with the City of Tukwila. Phase 3 - New Sanctuary Phase 3 Includes the design of a new sanctuary located in the tilt -up concrete building. The diaphragm of the existing concrete tilt -up building consists of %" sheathing on pre -manufactured wood trusses. There Is no blocking at the panels edges. The current unblocked diaphragm lacks the capacity to deliver ASCE 31-03 or ASCE 41-06 level seismic story shears to the exterior concrete tilt -up walls. Per the attached schematic design of the Phase 3 renovation, a large section of the existing roof will be removed In order to provide a new sanctuary for 1500 people. As part of that Phase 3 protect, a new raised roof with new interior walls will be provided to meet the programming needs of the new sanctuary. In addition to the new sanctuary, a new pre -manufactured building designed to current code force levels will also be provided at the south side of the tilt -up building. At that time, the tilt -up building will be re -analyzed for current code seismic forces and load paths based on the final Phase 3 scheme. The diaphragm upgrades will include blocking at roof sheathing panel edges (to meet current code seismic demands), continuous diaphragm cross ties, upgrading out -of -plane anchorage for concrete walls, providing new diaphragm chords at the exterior walls, and introducing new interior shear walls or braced frames with new foundations. Additional roof sheathing may also be provided depending on the final locations of the interior vertical seismic elements. Global Seismic Retrofit In Five Years If Phase 3 of the project is not feasible or otherwise does not take place, the tilt -up portion of the building will undergo a full seismic upgradeto maintain occupancy. The upgrade will consist of providing diaphragm and shear wall capacity to meet current ASCE 41 force levels. Diaphragm upgrades will consist of blocking all 23914 56`" Ave W. - Suite # 200 Mountlake Terrace, WA 98043 Ph. (206) 623-0769 • (425) 640-7333 Memo to Corbin Hammer September 12; 2013 Page 2 panel edges, providing continuous cross ties between diaphragm chords, upgrading out -of -plane anchors at exterior concrete walls and possibly adding roof sheathing. Existing interior gypsum sheathed walls will be retrofitted with plywood sheathing to function as additional shear walls to support the diaphragm throughout the building. The interior retrofitted shear walls (or braced frames) will be supported on new foundation elements. Settlement due to a seismic event In our telephone conversation with the soils engineer, he estimated the potential settlement due to a seismic event to be in the range of 2"-4". The foundation system of the building consists of continuous concrete strip footings supporting the exterior tilt -up wall panels. Interior concrete pad footings support existing glulam columns. The glulam girders are supported by bearing buckets at the interior columns and exterior walls. The bearing bucket is welded to embedded connection plates at the tilt -up panel connections. All of the bucket support conditions have positive connections utilizing through -bolts in the glulam girders. Roof trusses bear on the Interior glulam girders and on top of the exterior concrete walls. With no bearing capacity failure, settlement in the range of 4" and positive bearing connections at major structural supports, we believe the damage from the estimated settlement can be repaired. As stated in the deferment letter to the City, the building contains complete load paths for both seismic and gravity loads. While the components may not meet the force levels applied using current renovation methodology, the existing building is structurally sound and contentiously. detailed. v.-4\ LL. GROSS STRUCTURAL ENGINEERS PROJECT MEMORANDUM Date: 5 September 2013 To: Corbin Hammer Reid Middleton 728 134th St SW Everett, Washington 98204 Fr: Victor Martinez, PE I.L. Gross Structural Engineers ' Re: City of Tukwila Project #D13-175 - Church of the Vietnamese Martyrs - Permit Correction Notice #1 This letter contains our responses to review comments In the August 200th correction letter. We are addressing structural items #1 through #10. Any changes on the drawings have been clouded for clarity and marked with a Delta 2. General 1. Structural special inspections. Special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1707. The following IS a summary: a. Installation of steel anchor bolts/rods in concrete: continuous. See also IBC Sections 1704.4 and 1707.1. At thls time, we do not have new cast -In-place anchor bolts In the protect scope. b. Installation of steel anchor bolts/rods in concrete at hold-downs of wood framed, cold -formed, steel -framed, lateral -force -resisting system: continuous. See also IBC Sections 1704.4 and 1707.1. At this time, we do not have new holdown anchor bolts in the protect scope. c. Installation of concrete expansion, adhesive, and screw anchors, where applicable: in accordance with qualifying report of evaluation service (e.g.,ICC-ES). See also IBC Section 1704.15. Please see General Note # 10 for inspection of post -installed anchors. d. Installation of structural steel: periodic. See also IBC Section 1704.3. Please see General Note # 10 for inspection of structural steel fabrication, welding, and bolting. e. Welding of structural steel members for single -pass fillet welds (maximum 5/16 -inch): periodic. See also IBC Sections 1704.2 and 1704.3. Please see General Note # 10 for inspection of structural steel fabrication, welding, and bolting. f. Welding of structural steel members for other than single -pass fillet welds (maximum 5/16 -inch), where applicable: continuous. See also IBC Sections 1704.2 and 1704.3. Please see General Note # 10 for inspection of structural steel fabrication, welding, and' bolting. 23914 56`h Ave W. - Suite # 200 Mountlake Terrace, WA 98043 Ph. (206) 623-0769 • (425) 640-7333 Memo to Corbin Hammer September 5, 2013 Page 2 g. High-strength bolting of structural steel members, slip -critical, where applicable: continuous. See also IBC Section 1704.3, Section M5.4 of RISC 360-05, and RCSC Section 9.3. Please see General Note # 10 for inspection of structural steel fabrication, welding, and bolting. 2. The section of the structural notes on special inspection, Sheet S1.0, should be revised by specifying additional special inspections. See IBC Section 1705.2. Refer to Sections 1704 and 1707 and the structural comment above to determine the additional types of special inspections. Please see response to item # 1 as shown above. 3. The extent of each type of special inspection in the section of the structural notes on special inspection, Sheet S1.0, should be specified for review (e.g., periodic or continuous). See IBC Section 1705.2(5). Refer to Section 1702.1 for the definitions of continuous special inspection and periodic special inspection. Refer to Sections 1704 and 1707 and the structural comment above to determine when continuous or periodic special inspection is required for each type of special inspection. Please see revised General Structural Note # 10 for- the required frequency of Special Inspections. 4. The earthquake load design data in the section of the structural notes on design loads, Sheet S1.0, should be revised by also specifying the seismic importance factor, le, occupancy category, mapped maximum spectral response accelerations, Ss and Sj, site class, design spectral response accelerations, SDS and SD], seismic design category, basic seismic -force -resisting system(s), design base shear(s), V, seismic response coefficient(s), Cs, response modification factor(s), R, and analysis procedure used. See IBC Section 1603.1.5. Alternately, if the provisions ofASCE 41 are being used to justify Life Safety performance the appropriate information should be added to the drawings to document the targeted performance object for each of the structures. Please see revised General Structural Notes # 1E 2 for additional seismic performance criteria. Foundation 5. Sheet S1.0 notes that the Allowable Soil Pressure of2,000 psf is per the existing drawings. Based on a review of the liquefaction hazard maps for the area, the area of the existing building may be susceptible to liquefaction and potentially lateral spreading based on the close proximity of the property to the Green River. Because of the change of use of the structure, a letter from a geotechnical engineer describing the potential for liquefaction and lateral spreading should be submitted for review. See IBC Section 1803.5.11 and 1803.5.12. See attached letter from the Geotechnical Engineer regarding the liquefaction potential. Lateral 6. On Sheet S1.0, there is a note that states the building has been reinforced in accordance with ASCE 31-03, ASCE 41-06, and the International Existing Building Code for Life Safety Performance. The calculations and drawings provided do not appear to document that the building meets the Life Safety Performance Objective. For example, the ASCE 31 Tier 1 checklist notes that the diaphragms for the precast tilt -up building have diaphragm spans that exceed 40 feet. The calculations provided do not provide justification that the deficiency noted has either been addressed by reinforcing the diaphragm or by checking the diaphragm capacity in accordance with ASCE 41-06. Substantiating structural data should be submitted to allow for review of the design to ensure that the building meets the Life Safety Performance Objective. Please see revised General Note # 1 for the intended Rehabilitation Objective and attached letter between the Owner and Building Official with the City of Tukwila. The City of Tukwila has agreed to defer the diaphragm upgrade work for flve years or at the time of the church undergoes an expansion and addition. Per the letter, we are providing wall ties that match the existing diaphragm capacity (3/4" plywood) in the interim, but any additional shear walls or diaphragm upgrade work will be deferred until the later date. Memo to Corbin Hammer September 5, 2013 Page 3 7. As noted above, the seismic retrofit of the building is intended to meet the Life Safety Performance Objective. Please clarify the standard that is being used and what earthquake is being used for the evaluation and design of the upgrades. For example if the intent is to meet the Life Safety Performance objective in accordance with ASCE 41-06 please note if the intent is to meet the BSO (Life Safety at the BSE -1 and Collapse Prevention at the BSE -2). Reference ASCE 41-06 Section 1.4.1. The seismic upgrades in the steel building have been designed using ASCE 31-03 with LRFD capacities which Include a 4 = 1.0. The seismic upgrades in the tilt -up building have been designed per the attached letter to the City of Tukwila for what would be defined as a Partial Rehabilitation by ASCE 41-O6. 8. ASCE 41-06 requires the use a knowledge factor, k, when evaluating and retrofitting existing structures. Please clarify if the knowledge factor was used in the design of the seismic upgrades. Reference ASCE 41-06 Section 2.2.6.4. We have not used 41-06 to assign capacities to existing seismic components, only ASCE 31-03. 9. On S2.0 there is a series of HSS 6x4X3/16 braces called out along grid line 0 and rid line -3. The design intent and purpose of these braces should be clarified. The Intent of these braces is to provide out of plane bracing for the beam -column joint of the pre - manufactured steel bent frame. Per ASCE 31-03 checklists, lack of bracing at the beam -column joints results in a seismic deficiency in Immediate Occupancy. It is our judgment this Is a cost-effective item that will improve the seismic performance of the building that can be per -formed at the same time as other similar T.I. work In the area. 10. Provide calculations documenting the demand and capacity of the out of plane all anchorage connections shown in details 7/S3.0 and 9/S3.0. See attached calculations for the capacity of the floor to wall ties. The Riley Group Inc. August 30, 2013 Mr. John Faley Broderick Architects 55 South Atlantic Street, Suite 301 Seattle, Washington 98314 Email: john@broderickarchitects.com RE: Geotechnical Services Proposal Vietnamese Martyrs Church 6801 South 180th Street Tukwila, Washington RGI Project No. 2013-342 Dear Mr. Faley: As requested, The Riley Group, Inc. (RGI) is pleased to provide our geotechnical evaluation and consulting services for the remodeling of Vietnamese Martyrs Church located at 6801 South 180th Street in Tukwila, Washington. This service was performed based on the proposal submitted to the client on August 27, 2013 and authorized on the same day. The scope of work included Iiterature review, site evaluation with shallow hand borings, and preparation of this report. PROJECT BACKGROUND RGI understand that the existing building was constructed in 1973 as industrial/warehouse structure. It is proposed to remodel the existing structure and turn it into a church building. The City of Tukwila has asked a geotechnical engineer to verify the soil bearing of 2,000 pounds per square foot (psf) and provide opinions for soil liquefaction and lateral spreading during an earthquake event. SITE OBSERVATIONS AND FIELD EVALUATION RGI's geotechnical engineer evaluated the site on August 27, 2013 and geologist drilled four borings near the building corner on the site on August 28, 2013. The boring locations are shown on Figure 1. Based on the field exploration, the building area is underlain by approximately 18 inches of medium dense to dense fill over native soil. The fill consists of silty sand with some gravel to sand with trace of silt and gravel. The native soil is loose to medium dense silty sand with trace gravel to gravelly sand with some silt. The soils encountered in each boring are provided on Figure 2. Based on review of the Geologic Map of King County, Washington (Booth, 2002), the site is underlain by Holocene alluvium (Map Unit Qat) consisting of moderately sorted deposits of cobble gravel, pebbly sand, and sandy silt along major river and stream channels; some fan material similar to that included in the unit. SERVING THE PACIFIC NORT WEST Tacoma, Washinglon Phone 253.565.0552 Corporate Office 17522 Bothell Way Northeast Bothell, Washington 98011 Phone 425.415.0551 ' Fax 425.4/5.031 / tvww.r/ley-group.cor Xennervlck, WYarhington Phone 509.586.4840 Vietnamese Martyrs Church Page 2 of 3 August 30, 2013 Tukwila, Washington Project No. 2013-342 Groundwater was not encountered during our explorations. The groundwater below the site should be affected by the water level in Green River. The typical high river level is 15 feet in elevation. RGI believes that the seasonal high groundwater level below the site is similar to the high river level, which is about 15 feet below ground surface. OPINION Based on our observations and evaluation of the subsurface soil condition below the existing ground surface, RGI believes that the building foundation is supported on 18 inches of structural fill over native soil. The soil below the footing can provide an allowable bearing capacity of 2,000 psf. SEISMIC HAZARDS Based on our understanding of the geology in the area, the Green River valley area is generally mapped as seismic hazard area. The soil below the project site has a potential of liquefaction during a seismic event. Liquefaction is a phenomenon where there is a reduction or complete loss of soil strength due to an increase in water pressure induced by vibrations from a seismic event. Liquefaction mainly affects geologically recent deposits of fine-grained sands that are below the groundwater table. Soils of this nature derive their strength from intergranular friction. The generated water pressure or pore pressure essentially separates the soil grains and eliminates this intergranular fiction, thus reducing or eliminating the soil's strength. Typical liquefaction analysis will require soil borings about 50 feet below ground surface. There is no such information for standard analysis. Based on our experience, the native soil below groundwater level will subject to soil liquefaction under severe earthquake ground motion (Magnitude 6.5 and horizontal acceleration 0.25g) or moderate ground shaking of significant duration. The soil above groundwater level (upper 15 feet) will not likely be liquefied during an earthquake event. Based on the above soil and groundwater condition, RGI believes that a spread footing foundation would not experience a bearing capacity failure. However, ground settlement on an order of several inches is possible upon dissipation of excess pore pressures generated during a seismic event. The existing building is approximately 100 feet away from Green River. RGI believes that the lateral spreading potential during seismic event is very low. LIMITATIONS This report is the property of RGI, Broderick Architects, and their designated agents. Within the limits of the scope and budget, this report was prepared in accordance with generally accepted geotechnical engineering practices in the area at the time this report was issued. No other warranty, expressed or implied, is made. The scope of services for this project does not include either specifically or by implication any environmental or biological (for example, mold, fungi, bacteria) assessment of the site or THE RILEY GROUP, INC. Vietnamese Martyrs Church Page 3 of 3 August 30, 2013 Tukwila, Washington Project No. 2013-342 identification or prevention of pollutants, hazardous materials, or conditions. If the owner or buyer is concerned about the potential for such contamination or pollution, we can provide .a proposal for these. services. The opinions and recommendations presented in this report are based upon visual observations and our shallow subsurface explorations completed during our site visit. Variations in soil conditions can occur, the nature and extent of which may not become evident until construction. If variations appear evident, RGI should be requested to reevaluate the recommendations in this report prior to proceeding with construction. We trust the information presented is sufficient for your current needs. If you have any questions regarding this report or require additional information, please call us at (425) 415- 0551. Sincerely yours, THE RILEY GROUP, INC. Ricky Wang, PE, PhD Principal Engineer Attachments: Figure 1, Test Exploration Plan Figure 2, Boring Logs THE RILEY GROUP, INC. 1 a 0.0 IA \ • • • • 1 ►, • - ii vhipir i di TfDN1M7gC—• ............... .- rr P BRODERICK ARCHITECTS Sf 5. NiAMcfT51,Lx 51A11 n01 SA7111.WA3503161115175171 2111527125 VIETNAMESE MARTYRS: TENANT a►1ENE 68016.100TH STREET • TURWOA. WA 90188 Lo ed Bv: CM Date: 8/28/13 Boring No. Depth (in) Soil Description Notes HA -1 0" - 6" Topsoil, roots 6" - 24" Brown SAND with some gravel and trace silt, dry, dense (SM) (Fill) Terminated at 24" due to rocks. No groundwater seepage. HA -2 0" - 2" Topsoil 2"-12" Brown silty SAND, with trace gravel, medium dense to dense, damp (SM) (Fill) Terminated at 12" due to rocks. No groundwater seepage. HA -3 0" - 20" Dark brown SAND with some silt and trace gravel, moist, medium dense (SM) (Fill) 20"-38" Light brown gravelly SAND with some silt, medium dense, damp (SM). Terminated at 38" due to rocks No groundwater seepage. HA -4 0" - 6" Topsoil 6" - 18" Brown SAND with some silt and gravel, medium dense, moist (SM) (Fill) 18" - 24" Light brown silty SAND with trace gravel, loose, moist (SM) Terminated at 24" No groundwater seepage. " The ley Group, n iar 17522RiBOTHELL WAY c. NE, SUITE A BOTHELL, WASHINGTON 98011 Vietnamese Martyrs Boring Logs Figure 2 Address: 6801 S 180th Street Tukwila, WA 98188 A Reid iddleton Celebrating the past - Building the future August 23, 2013 File No. 262013.005/00601 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Church of the Vietnamese Martyrs (D13-175) Dear Mr. Benedicto: ENGINEERING STRUCTURAL PLANNING SURVEYING ENGINEBRIN 8 RECEIVED CITY OF TUKWILA AUG 2 6 2013 PERillioT CENTER We reviewed the proposed project for compliance with the structural provisions of the 2009 International Existing Building Code (IEBC) and 2009 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The design team should address the comments below. Responses to the review comments below should be made in an itemized letter form. We recommend that the permit applicant have the structural engineer respond and resubmit two full-sized sets of the revised drawings and one copy of the supplemental structural calculations for additional review. All information should be submitted directly to Reid Middleton, Inc. Architectural 1. Structural deferred submittals. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila until after issuance of the initial building permit. The architect should recognize that the city of Tukwila may require the issuance of additional permits. See IBC Section 107.3.4.2. See also structural general comments below. The following is a summary: a. Design drawings for attachment of mechanical and electrical components to the structure, and for support by the structure, where applicable. See also IBC Section 1613.1 and Section 13.2 of ASCE 7-05. ALASKA 4300 B Street Suite 302 Anchorage, AK 99503 907 562-3439 HAWAII 3049 Ualena Street Suite 504 Honolulu, HI 96819 808 754-4478 WASHINGTON 728 134th Street SW Suite 200 Everett, WA 98204 425 741-3800 Mr. Bob Benedicto, Building Official City of Tukwila August 23, 2013 File No. 262013.005/00601 Page 2 Structural General 1. Structural special inspections. Special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1707. The following is a summary: a. Installation of steel anchor bolts/rods in concrete: continuous. See also IBC Sections 1704.4 and 1707.1. b. Installation of steel anchor bolts/rods in concrete at hold-downs of wood - framed, cold -formed, steel -framed, lateral -force -resisting system: continuous. See also IBC Sections 1704.4 and 1707.1. c. Installation of concrete expansion, adhesive, and screw anchors, where applicable: in accordance with qualifying report of evaluation service (e.g., ICC -ES). See also IBC Section 1704.15. d. Installation of structural steel: periodic. See also IBC Section 1704.3. e. Welding of structural steel members for single -pass fillet welds (maximum 5/16 -inch): periodic. See also IBC Sections 1704.2 and 1704.3. f. Welding of structural steel members for other than single -pass fillet welds (maximum 5/16 -inch), where applicable: continuous. See also IBC Sections 1704.2 and 1704.3. g. High-strength bolting of structural steel members, slip -critical, where applicable: continuous. See also IBC Section 1704.3, Section M5.4 of AISC 360-05, and RCSC Section 9.3. 2. The section of the structural notes on special inspection, Sheet S1.0, should be revised by specifying additional special inspections. See IBC Section 1705.2. Refer to Sections 1704 and 1707 and the structural comment above to determine the additional types of special inspections. 3. The extent of each type of special inspection in the section of the structural notes on special inspection, Sheet S1.0, should be specified for review (e.g., periodic or continuous). See IBC Section 1705.2(5). Refer to Section 1702.1 for the definitions of continuous special inspection and periodic special inspection. Refer to Sections 1704 and 1707 and the structural comment above to determine when continuous or periodic special inspection is required for each type of special inspection. 4. The earthquake load design data in the section of the structural notes on design loads, Sheet S1.0, should be revised by also specifying the seismic importance n Reid iddleton 953 - 2013 Mr. Bob Benedicto, Building Official City of Tukwila August 23, 2013 File No. 262013.005/00601 Page 3 factor, Ie, occupancy category, mapped maximum spectral response accelerations, Ss and Si, site class, design spectral response accelerations, Sas and SDI, seismic design category, basic seismic -force -resisting system(s), design base shear(s), V, seismic response coefficient(s), Cs, response modification factor(s), R, and analysis procedure used. See IBC Section 1603.1.5. Alternately, if the provisions of ASCE 41 are being used to justify Life Safety performance the appropriate information should be added to the drawings to document the targeted performance object for each of the structures. Foundation 5. Sheet S1.0 notes that the Allowable Soil Pressure of 2,000 psf is per the existing drawings. Based on a review of the liquefaction hazard maps for the area, the area of the existing building may be susceptible to liquefaction and potentially lateral spreading based on the close proximity of the property to the Green River. Because of the change of use of the structure, a letter from a geotechnical engineer describing the potential for liquefaction and lateral spreading should be submitted for review. See IBC Section 1803.5.11 and 1803.5.12. Lateral 6. On Sheet S1.0, there is a note that states the building has been reinforced in accordance with ASCE 31-03, ASCE 41-06, and the International Existing Building Code for Life Safety Performance. The calculations and drawings provided do not appear to document that the building meets the Life Safety Performance Objective. For example, the ASCE 31 Tier 1 checklist notes that the diaphragms for the precast tilt -up building have diaphragm spans that exceed 40 feet. The calculations provided do not provide justification that the deficiency noted has either been addressed by reinforcing the diaphragm or by checking the diaphragm capacity in accordance with ASCE 41-06. Substantiating structural data should be submitted to allow for review of the design to ensure that the building meets the Life Safety Performance Objective. 7. As noted above, the seismic retrofit of the building is intended to meet the Life Safety Performance Objective. Please clarify the standard that is being used and what earthquake is being used for the evaluation and design of the upgrades. For example if the intent is to meet the Life Safety Performance objective in accordance with ASCE 41-06 please note if the intent is to meet the BSO (Life Safety at the BSE -1 and Collapse Prevention at the BSE -2). Reference ASCE 41-06 Section 1.4.1. n Reid iddleton 19'3 - 2013 Mr. Bob Benedicto, Building Official City of Tukwila August 23, 2013 File No. 262013.005/00601 Page 4 8. ASCE 41-06 requires the use a knowledge factor, k, when evaluating and retrofitting existing structures. Please clarify if the knowledge factor was used in the design of the seismic upgrades. Reference ASCE 41-06 Section 2.2.6.4. 9. On S2.0 there is a series of HSS 6x4X3/16 braces called out along grid line 0 and grid line -3. The design intent and purpose of these braces should be clarified. 10. Provide calculations documenting the demand and capacity of the out of plane wall anchorage connections shown in details 7/S3.0 and 9/S3.0. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Existing Building Code and International Building Code as they relate to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. Corbin Hammer, P.E., S.E. Senior Engineer cc: Kevin Broderick, Broderick Architects (by e-mail) Ira Gross, I.L. Gross Structural Engineers (by e-mail) Brenda Holt, City of Tukwila (by e-mail) ehw\o:\doc\26\planrevw\tukwi la\ 12\t006r 1.doc\cmh Reid iddleton August 2, 2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Development Permit D13-175 Church of the Vietnamese Martyrs — 6841 S 180 St Dear Mr. Swanson, Please review the enclosed set of plans and documents for structural compliance with the 2009 International Building Code. As always, once all items have been reviewed and deemed correct, please provide two approved sets of plans and calculations with original approval stamps back to the Permit Center, attention Bob Benedicto. If you should have any questions, please feel free contact us in the Permit Center at (206) 431-3670. Sincerely, Bill Rambo Permit Technician encl File: D13-175 W: (Permit CenterlStructural ReviewlD13-175 Structural Review.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 f PLAN REVIEW CFjECKLIST - (Nonstructural) Permit App. /9a / 7 S By: / Date: 7----5/-1--? / Project title: �Gru�h ("ldameYJ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Iassify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with" General building height and area limitations in accordance with Chapter 5. Review for conformity with special detailed requirements based on use and Occupancy. ci)/ Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. Review for conformity with requirements for means of egress requirements of Chapter 10 IBC Edition 0? & State Amend. C/ Review for conformity with requirements of accessibility in accordance with Chapter 11 and ICC A117.1 Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. • PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-175 DATE: 10-02-13 PROJECT NAME: CHURCH OF THE VIETNAMESE MARTYRS SITE ADDRESS: 6841 S 180 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued D,EFPARTMENTS: 1�-�iJ Pnri(, 10•p ' 07 Building Division Public Works n Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-03-13 Complete I>K1 Incomplete Not Applicable n Comments: Permit Center Use Only. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route Structural Review. Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10-31-13 Approved n Approved with Conditions X Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-175 DATE: 07-25-13 PROJECT NAME: CHURCH OF THE VIETNAMESE MARTYRS SITE ADDRESS: 6841 S 180 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEP RTMENTS: Buil ing ivision111r ublic'Vt�orks) Structural111Permit Coordinator 111 X �G O1»? Fire Prevention 111PISfining Division __ �� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 07-30-13 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route k Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08-27-13 Approved n Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 "'PERMIT COORD COP* PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-175 DATE: 05/29/13 PROJECT NAME: CHURCH OF THE VIETNAMESE MARTYRS SITE ADDRESS: 6841 S 180 ST Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: -Kitt Building Division pp 1n i C�1 i�. 2. ji bl c o s Fire Prevention Structural e5 d4, -e2 Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05/30/13 Complete tX1, Incomplete ❑ Not Applicable ❑ Comments: Permt�Center Use Only . • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route kr REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 06/27/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping 6 PW Staff Initials: PLA A. _4 • GoOtto aVY VIEW/ROUTING SLIP ACTIVITY NUMBER: D13-175 DATE: 05-20-13 PROJECT NAME: CHURCH OF THE VIETNAMESE MARTYRS SITE ADDRESS: 6801 S 180 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued EPAR MENTS: T. iiding !vision Public Works 111 Afk 10--17-() Fire Prevention III Structural ❑ Planning Division Permit Coordinator 1 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 05-21-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAI Departments determined incomplete: Bldg Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-18-13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwil aWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10/2/2013 Plan Check/Permit Number: D13-175 Response to Incomplete Letter # Response to Correction Letter # —V Revision # after Permit is Issued ✓ Revision requested by a City Building Inspector or Plans Examiner Project Name: Church of the Vietnamese Martyrs Project Address: 6841 South 180th Street Contact Person: Kevin Broderick Phone Number: 206-682-7525 Summary of Revision: The revisions come at the request of Robert Benedicto in his letter dated 9/24/13. The following changes have been made to the plan set, and are identified by clouding and revision symbol 2. 1. The central open spaces are now shown to have no occupancy. Lockable doors have been added to the two zones, and placard signs reading "No Occupancy" will be posted outside each access point. Modifications have been made to egress/ exiting and emergency exit lighting. 2. A Maximum Occupant Load sign of 269 will be posted in Open Space 3 adjacent to the kitchen. Sheet Number(s): A0.1, A2.3, A2.4, A7.0 "Cloud" or highlight all areas of revision including date of revision RECEIVED CITY OF TUKWIt A CtCT .0 2 2013 PERMIT CENTER Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on H:\Applications\Forms-Applications On L1ne\2010 Applications\7-2010 - Revision Submittal.doc • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION UBMITZTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 • 2.S • 17 Plan Check/Permit Number: D13-175 0 Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ ASD Revision # after Permit is Issued CITY OFTUKWII A ❑ Revision requested by a City Building Inspector or Plans Examiner 'JUL 25. 201 Project Name: Church of the Vietnamese Martyrs °ERNPCRER Project Address: 6841 S 180 St Contact Person: i H 1C/>Z.t `,' /146v/4 Phone Number: `L062 • (ae Z • `7.525- Summary of Revision: 13124,02164G -1 7LE Sager: UfLT STET 11,10( A t . o -- Aooe.D KPfA , Aem oUEp CE-AlLe kliMPOW mot,Fic,u10if / 6J Sr/ 01obi6edenar1 , A,ove...O Di:m14.1417 50o.1i-R•► N S A2.5. - MOS -11) SAS-tsz+-j ri . D — M 0 91 6C1111 •a 7 TD IN 0 00 S , APDe.o b 90 2 O LA -LIE. Ale re Si .0 S Z A.- \ ADDED 14A4.i Sv c RoDP '/Z.4 f4 1 Sheet Number(s): tri. 1 1c k .0 , ,A2.. AZ. i , p1. D l 61 .0 / S 2..0, Z. I / 5 . 0 "Cloud" or highlight all areas of revision including date of revision � Received at the City of Tukwila Permit Center by: _— Entered in Permits Plus on 7-c. " ( 3 C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 • 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date:6. 2-1 Plan Check/Permit Number: D 13-175 ® Response to Incomplete Letter # 1 O Response to Correction Letter # O Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Church of the Vietnamese Martyrs Project Address: 6801 S 180 St Contact Person: .n"-cetft i Phone Number: 7 - (2% - • `i C?"—Se...-- RECEIVED CITY OF TUKWILA WO' 292013 PERMIT CENTER Summary of Revision: El -Weft -0 P¢ 1 L-seetAn1 C-1 — Z Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila PermitnCen r by: tZEntered in Permits Plus on `A t3 \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: Contractors or Tradespeople inter Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ABLE CONST AND MAINT LLC UBI No. 602971555 Phone 2062680641 Status Active Address 8800 39Th Ave S License No. ABLECC*902B2 Suite/Apt. License Type Construction Contractor City Seattle Effective Date 1/22/2010 State WA Expiration Date 1/22/2014 Zip 98118 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status AMERIDD930CG AMERICAN DREAM DEVELOPMENT LLC Construction Contractor General Unused 1/26/2007 1/27/2011 Expired TTHOMTH962B0 T & T HOMES LLC Construction Contractor General Unused 1/20/2004 1/20/2008 Expired Business Owner Information Name Role Effective Date Expiration Date LE, CHAU A Partner/Member 01/22/2010 Bond Information Page 1 of 1 Bond 1 Bond Company Name DEVELOPERS SURETY & INDEM CO Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 269253c 01/11/2010 Until Cancelled $12,000.00 01/22/2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 4 Developers Surety &Indem Co BIS0000184204 01/11/2013 01/11/2014 $1,000,000.00 12/10/2012 3 Developers Surety & Indem03 Co BIS00001842- 01/11/2012 01/11/2013 $1,000,000.0001/10/2012 2 DEVELOPERS SURETY & INDEM CO BIS0000184202 01/11/2011 01/11/2012 $1,000,000.00 12/28/2010 1 DEVELOPERS SURETY & INDEM CO BIS0000184201 01/11/2010 01/11/2011 $1,000,000.0001/22/2010 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period httos://fortress.wa. aov/Ini/bbin/Print. aspx 10/08/2013 represents a proprietary design owned by the EXIT POOR #1 15.3" DOOR WIDTH REQ. EXIT POOR #2 55.2" DOOR WIDTH REQ. XIT DOOR OOR WIDTH REQ. EXIT DOOR 30" DOOR WIDTH REQ. EXIT DOOR 16" DOOR WIDTH REQ. EXIT POOR 32" DOOR WIDTH REQ. OFFICE OFFICE 100 SF too 5F 5F PER OCC: V0 PER OCC: t ) OCC:1 CC:1 CLASSROOM 533 5F GSF PER 0CC: f . OCC MAX TRAVEL: 116' STOR 146 5F MAX TRAVEL: 12T CLASSROOM SECURITY 178 5F CLASSROOM 575 5F G5F PER OCG.2B. OCC: 29 1> CONFERENCE 1,325 5F GSF PER .; OCC: 1 CLASSROOM 499 SF G5F PER OCC: 261.. OCC: 25� SACRISTY 257 5F Z IMAX TRAVEL: 65' MAX TRAVEL: 142 SIGN; NO OCCUPANCY STORAGE 233 5F I.T. 107 5F F PER OCC: OCC: 2 @ 1 MAX TRAVEL: TPRINTING 208 5F W PER OCC:100 ri-T .000:3 ICI 66 5F ER OCC OCC:1 CLASSROOM 472 5F G5F PER OCC:. OCC:114. MAX TRAVEL: 1431 LOUNGE 15 PEW F' NAVE / 57-'y t `'IT 68515F ys> FIXED PEWS @ OCC. = 490-1 t,G DIE REMAINING CHAIR SEATING _ Hownik (2082+247) 7 SF/OCC = 333910- _.I°= ...,....g TOTAL NAVE SEATING3"IL�� OFFICE 155 SF 5F PER OCC: 10 OCC: 2 CLOSED ZONES TO REMAIN UNOCCUPIED. SIGNS TO SE POSTED AT ENTRY POINTS TORAG SF nfl NARTHEX 6,355 5F G,F PER OCC: 7 OCC: 908 G FFICE 131 5F PER OCC:1 OCC: /\ NO OCCUPANCY 0, 3,9615F 3,9615F 05E PER OCC: 0 OCC: WOMENS 175 SF 1'ORAG 131 5F EQ:4'cEQ. MENS 145 SF NO OCCUPANCY NO OCCUPANCY NCUPANCY 1 MAX TRAVEL: 31'1 FR. OFFICE 291 5F G5F PER OCC: 100 OCC: 3 @t1 NARTHEX 7,05 5F 05F PER OCC:I% ? 0 CC:1441,4L. I veq /fr/ oc MAX TRAVEL: 130' rSTR. OFFICE 204 5F G5F PER OCC: 100 OCC:3' CLASSROOM 563 SF GSF PER OCC: EB' OCC: 2431,4 -• CLOSED ZONES TO REMAIN UNOCCUPIED. SIGNS TO BE POSTED AT ENTRY POINTS f.:r:t IEEE :0::1:C.:I:I::1 [ I_.L.I=1111 ITS _O_ C ELEI .1_CFI IT LLI_L.i_Ef" rr.i I-.I�rii 1 T: I.rr:l.. rn f_1 1 t 1 1].1.._1..i._:1TI..:_f1 6..0 yiW.1 11 1 T ETITI I ITTTEJ rT 11:=T :111::r i L1.I s EXIT DOOR 64" DOOR WIDTH REQ. T._IDT TTS7i:j TIFEFErraffiLF- rTTrrrr rC IJ-r11TTl I...I...T _C_..I_I_: T_ LSI. r! -n -IT] EXIT DOOR 24" DOOR WIDTH 1 OFFICE 157 5F 05F PER OCC:100 OCC:2 Alf1RA, L: 6 CONFERENCE 422 5F 05F PER OCC:15 OCC: 29 IMAX TRAVEL: 1391 NO OCCUPANCY 6,3635E G5F PER OCC: 0 OCC: STORAGE 236 5F EQ. ORAGE 845F MAX TRAVEL: 26 LIBRARY 154 5F GSF PER OCC: 15 OCC: 13 MAX TRAVEL: 1351 COLLABORATION/OFFICE 1,273 5F 05F PER OCC:100 OCP 13 1 MAX TRAVEL: 90 _ IMAX TRAVEL: 35 F ROOM 406 5F 05E PER OCC:100 I OCC: 5 STORAG 109 5P OPEN -3 4,025 5F GSF PER OCC: I . oCC:ees- REVIEWED FOR CODEC ROVED CE APP OCT 07 2013 DIGN: MAX OCCUPANT LOAD 269 Iv� TRAVEL: 41' PANTRY 405 5F RAVEL: 42' 1 r 1MAXTRAVEL: 10 ' City of Tukwila BUILDING DIVISION CLASSROOM 3515F G5F PER OCC: tC OCCfte* WORK TOP MEP 664 SF STORAGE 3,651 5F` G5F PER OCC: 300 OCC:13 CLASSROOM 576 5F 05F PER OCC:`P9 occ: ea KITCHEN 1,066 5F EXITING PLAN 1/16" = 1'-O" EXIT POOR #6 26" DOOR WIDTH REQ. EXIT DOOR 44" POOR WIDTH REQ. IBC 1004.3 POSTING OF OCCUPANT LOA 1. Every room or space that is an assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized ent. 0 8' 16' EXITING/CODE SUMMARY PLAN NOTES: EXIT TRAVEL MAX ALLOWED: MAX PROPOSED: 250' 207' CONSTRUCTION TYPE: III -5 OCCUPANCY TYPE: A-3 SPRINKLERS: NFPA 13 FIRE SPRINKLERS AND ALARM REQ. THROUGHOUT (PER UNLIMITED AREA PROVISION: IBC 507.7) CORRIDOR FIRE RATING: NONE REQUIRED PER IBC TABLE 1065.1 DOORS: 1) ALL SINGLE HUNG DOORS ARE 36" OR 42" WIDE AND ARE PRESUMED TO HAVE 32" AND 38" NET MIN. CLEAR AREA RESPECTIVELY. 2) ALL EXIT DOORS TO BE EQUIPPED WITH PANIC HARDWARE. 3) REQUIRED EXIT DOOR WIDTH = .15" PER OCCUPANT ILLUMINATED EXIT SIGNS PER CODE - SEE ELECTRICAL LIGHTING PLAN FOR MORE INFORMATION EMERGENCY ILLUMINATION TO MEET MINIMUM FOOT CANDLE REQUIREMENTS PER CODE. SEE ELECTRICAL LIGHTING PLAN . LEGEND: PATH OF TRAVEL MAX. DISTANCE MARKER OCC. / EXIT (ROOM OR SPACE) OCC. / EXIT (BLDG EXIT) EMERGENCY EXIT PATH LIGHTING -1 fc MIN 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the eans of egress is occupied. 1006.2 illumination level. The means of egress illumination level shall not be Tess than 1 foo t -c �at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the p1 anelectrical emergencypel ctrical In the event of power supply failure, system shall automatically illuminate the following areas: ( 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior Iandings...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. REVISION NO*L RECEIVED CITY OF TUKWILA OCT 01 2013 PERMIT CENTER 4532 REGISTERED '= ARCHITECT KEVIN J. BRODERICK STATE OF WASHINGTON \ El VIETNAMESE MARTYRS: TENANT IMPROVEMENT 6801 S. 180TH STREET • TUKWILA, WA 98188 1 D I 12.040 Plot Date: 10/2/13 John Foley 12.040 CD mod 7-16_13_AC16.pin QJ LJJ Q P cn Q LJJ in cr)I KCI ,/ Ce NO. DATE DESCRIPTION CUP PERMIT APPLICATION BUILDING PERMIT APPLICATION PRELIMINARY PRICING SET PERMIT RESUB: REVISED OCCUPANCY ^0/07/2013 05/17/2013 ) L. cV C,.1 I 5/17/2013 —1 L EXITING & CODE SUMMARY 20'-3"+/- STOR T-41/2"/ CLASSROOM 3 SECURITY ALTAR SERVER SACRISTY CLOSED OZONE TO REMAIN UNOCCUPIED. DOORS TO B2 LOCKABLE. SIGNS TO BE POSTED AT ENTRY POINTS TEMP. t ' • FONT-'rI__...._......_.+_ .. NO OCCUF SIGN: NO OCCUPANCY �,. R`yY) 4� •a:. iii , it r.4vvr�w. �vt... .� uu.Ui a ■MII.A..r1 OMNI 1111111111111E1 CLOSEDONE TO REMAIN UIOCCUPIED. DOORS TO Bf LOCKABLE. SIGNS TO BE POSTED AT ENTRY rOINTS EXISTING LOADING DOCK/RAMI' REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0'7 2013 PIG THE FIRE MAN TO MAKE IT POTABLE VV/ATER PIPING. REMOVE EXISTINC SINGLE CHECK VALVE ASSEMBLY. EDMAIN FLOOR PLAN 1/16" = 1'-0 8'-2 3/8 WALL TYPES 11/2"= 1'-0" ��i� i�i�i�io J1 - ti�i Jth I MIVEMITAIMMININE W1 EXTERIOR WALL -EXISTING STEEL SIDING -EXISTING R-11 BLANKET INSULATION -EXISTING Z GIRTS -3 5/8" STEEL STUDS 3625162-18 @ 24" OC IN SECTIONS BETWEEN GIRTS -R13 BATT INSULATION -R7.5 CONTINUOUS RIGID INSULATION -AIR BARRIER -5/8" GWB - PAINTED FINISH INTERIOR WALL -5/8" GYPSUM BOARD (WITH 1" TYPE 5 DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. TYP.) -3 5/8" METAL STUDS 3625162-18 @ 16" O.C. -SOUND BATT INSULATION -5/8" GYPSUM BOARD WM" INTERIOR WALL - 5/8" GYPSUM BOARD (ATTACHED WITH 1" TYPE 5 DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS - JOINTS STAGGERED 24" ON OPPOSITE SIDE) -6" METAL STUDS 6005162-33 @ 16" O.C. -SOUND BATT INSULATION - 5/8" GYPSUM BOARD W2 W3 INTERIOR WALL -4" METAL STUDS 4005162-18 @l6" O.C. -SOUND BATT INSULATION -5/8" GYPSUM BOARD W4 USE BACKERBOARD AT ALL RESTROOM WALLS: LIMITING HEIGHTS FOR UNBRACED INTERIOR FOR ALL WALL TYPES, USE 5/8" CEMENT BACKERBOARD IN PLACE OF GWB IN ALL RESTROOMS. SEE SPEC FOR ADDITIONAL INFO. SEE INTERIOR ELEVATIONS FOR EXTENTS OF WALL FINISHES IN RESTROOMS. STUD SIZE CLEAR HT 'H' 3 5/8" 4" 6" H X12'-5" H <15'-4" H 24'-6" STUD FRAMING1' 3625125-18 016" 0.C. 4005125-18 @ 16" 0.C. 6005125-33 @ 16" 0.C. a - SEE STRUCTURAL FOR EXTERIOR WALL CONDITIONS - MIN. DESIGN CRITERIA: 5 PSF MIN. (IBC 1607.13) & L/240 FOR INTERIOR WALLS EXCEEDING THE VALUES AT ABOVE, BRACE TO STRUCTU RE 8' 0.C. MIN. UNBRACED PORTIONS SHOULD NOT EXCEED MAX. PLAN SYMBOL LEGEND 1/4" = 1'-0" 16' 32' Gr ELEVATION MARKER SECTION MARKER DETAIL MARKER FLOOR ELEVATION CONSTRUCTION ASSEMBLY TYPE t) [3 17C RECEIVED CITY OF TUKWILA (lel 0Z 2013 PERMIT CENTER 4532 REGISTERED ARCHITECT KEVIN J. BRODERICK STATE OF WASHINGTON • I ■ 1 VIETNAMESE MARTYRS: TENANT IMPROVEMENT 6801 S. 180TH STREET • TUKWILA, WA 98188 1 ■ 12.040 Plot Date: 10/2/13 John Faley 12.040 CD mod 7-1 6_1 3_AC1 6.pin Q S J LI ERICK ARCI O 1 ■ NO. DATE DESCRIPTION CUP PERMIT APPLICATION BUILDING PERMIT APPLICATION PRELIMINARY PRICING SET PERMIT CORRECTION #1 PERMIT RESUB: REVISED OCCUPANCY 03/07/2013 05/17/2013 oom N C9:0N. ood ~ 17. N 1 ■ 5/17/2013 � � I MAIN FLOOR PLAN A2.3 RCP LEGEND N.T.S. C1 C2 1 OPEN GWB REPAIR GWB REPAIR GWB REPAIR GWB REPAI GWB EPAI I . L s. sMs�ss � O NO CEILING ��a�■����i i 1 NNN: • iii MN I • t u 1111111111111121111II i... 11110311111gpliNlibing 1111,111111111111111111111111 111111ffm111111111111111111w 1111 iN IIHNI 11111.... 1111 111111161.11111111111N1 II 111 111 ��11NNN��!!!1N�.11 !11 f111 I N NIS 1 1111111111199 1 .. I ®N ® 1. H11N I111N111 IIIWm Er E R1-®® -• • ®Nu ®• H I1/11111111 N NN . NN 11 1 1 NIIN N III 11111 ! N®NII UN111 11111/11 1111111{: IINNU 1II11IINIIIIII ARMSTRONG: METAL WORKS 24" x 24" (W000 LOOK) WITH PRELUDE GRID SYSTEM (BLACK) 4X2 ACT SUSPENDED CEILING USG: CLIMAPLUS WITH 15/16 EXPOSED GRID EMERGENCY EXIT PATH MAINTAIN 1 fe ILLUMINATION ALONG ENTIRE PATH *EXISTING CEILING: NO WORK PROPOSED NOTE: EXISTING CEILING LIGHT LAYOUT MAY NOT BE REPRESENTED ACCURATELY. EXIT LIGHTING HAS BEEN CONFIRMED. ELECTRICAL LEGEND N.T.S. CEILING TYPES 0 O C-1 SUSPENDED CEILING - LINEAR SUSPENDED CEILING SYSTEM (BRACE PER TYPICAL ACT DETAIL 11/ A6.0) SUSPENDED CEILING - 2X4 ACT GRID SYSTEM (BRACE PER DETAIL 11/A6.0) C-2 NUM SYMBOL TYPE NOTES MANUFACTURER A VIETNAMESE MARTYRS: TENANT IMPROVEMENT. 6801 S. 180TH STREET • TUKWILA, WA 98188 CEILING 4'X2' RECESSED FLUORESCENT COOPER LIGHTING - APT T8 LENSED TROFFER A B CEILING SURFACE MOUNT 1X4 FLUORESCENT COOPER LIGHTING WN232 T8 LENSED SURFACE MT. 1 c 1 1 • C CEILING SUSPENDED 1X4 FLUORESCENT COOPER LIGHTING WN232 T8 SUSPENDED - LENSED 1 c 1 0 CEILING RECESSED CAN LIGHT- WALL WASH HALO: PD8H242 -82HWW OPEN WALL WASH E PENDANT SUSPENDED PENDANT WITH DOWNLIGHT MANNING: LP-514-13A-6F40/1QT500-120-WH-BGL-DM F Q CEILING RECESSED CAN LIGHT- DOWN LIGHT HALO: 8" CAN TBD G o0--, SPOT BOX MOUNT - PAR 56/64 500W SPOT LSI 500-5A-13, FS HOOD, AR56A REDUCER H p CEILING RECESSED CAN LIGHT- WALL WASH HALO: 6" CAN TBD EXIT (EXISTING) CEILING MOUNT EMERGENCY EXIT SIGN EXIT NEW EMERGENCY EXIT SIGN F EXIT NEW DIRECTIONAL EMERGENCY EXIT SIGN EMERGENCY EXISTING EMERGENCY LIGHTING 4 00. PAR RMI ElMAIN FLOOR RCP .) 1/16 1'-0" REVIEWED FOR GOOF COMPLIANCE APPROVED OCT 072013 City of Tukwila BUILDING DIVISION D‘3-ns kECE1 E _:� ci"r\v r`� r1 i!' ,,r'i L�r.0 2013 PERMfT CENTER 16' 32' • I I VIETNAMESE MARTYRS: TENANT IMPROVEMENT. 6801 S. 180TH STREET • TUKWILA, WA 98188 INI 12.040 Plot Date: 10/2/13 John Faley 12.040 CD mod 7-16_13_AC16:pin DERJCK ARCI 1 • NO. I DATE I DESCRIPTION CUP PERMIT APPLICATION BUILDING PERMIT APPLICATION PRELIMINARY PRICING SET PERMIT RESUB: REVISED OCCUPANCY 3107/2013 105/17/2013 tC) N r. Q pa N 1 ■ 5/17/2013 I ■ MAIN FLOOR RCP PLAN A2.4 a. a 0 0 E 0 E NEW POOR TYPES POOR NOTES 1. ALL EXIT DOORS ARE MIN. 36" WIDE. 2. ALL MAIN FLOOR EXIT DOORS TO BE EQUIPPED WITH PANIC HARDWARE. 3. ALL DOORS TO HAVE 2003 ANSI 117.1 COMPLIANT HARDWARE. 4. ALUMINUM STOREFRONT DOORS TO BE KAWNEER AA425 THERMAL ENTRANCE DOORS -CONFIGURED AS SHOWN IN DOOR TYPES. 5. EXTERIOR HOLLOW METAL FRAMES TO BE STEEL CRAFT F14 OR SIMILAR - GALVANIZED, BITUMENOUS COATING ON INTERIOR TO RECEIVE SOLID GROUT. 16GAUGE. 6. INTERIOR HOLLOW METAL FRAMES TO BE STEEL CRAFT F14 OR SIMILAR - FILL FRAMES WITH ROCKWOOL. 16 GAUGE. 7 FLUSH WOOD DOORS TO SE VT INDUSTRIES HERITAGE COLLECTION. 1-3/4" SOLID CORE, AWI GRAPE "CUSTOM", WITH A GRADE VENEERS. VENEER TBD - USE MAPLE FOR PRICING. 8. DOOR HARDWARE, USE ARCHITECTURAL HARDWARE CONSULTANT TO SPECIFY NEW HARDWARE THAT WILL COORDINATE WITH EXISTING DOOR SYSTEMS. SARGENT 8200 SERIES FULL MORTISE IS THE PRESUMED BA5I5 OF DESIGN. 14mZ13MErrp�s" H1: EMERGENCY EXIT EXIT DEVICE, LATCH GUARD, CLOSER, SILENCER, STOP, THRESHOLD, WEATHERSTRIP, DOOR SWEEP H2: ENTRANCE/EXIT EXIT DEVICE, LOCKSET, LATCH GUARD, CLOSER, HOLD OPEN, SILENCER, OVERHEAD STOP, THRESHOLD, WEATHERSTRIP, DOOR SWEEP H3: NON LOCKING INT. PUSH PLATE, DOOR PULL, CLOSER, SILENCER, OVERHEAD STOP, HOLD OPEN H4: OFFICE / CLASSROOM LOCKSET, SILENCER, STOP H5: STORAGE LOCKSET (LOCKED FROM OUTSIDE, ALWAYS OPEN FROM INSIDE), SILENCER, STOP POOR & FRAME SCHEDULE z,<;\ MARK 01 SIZE W HT THK 02 05 06 6'-O EY -0 /'-0" 0'-13/4. 7'-O" /'-0 U'-1 3/4" 1'-3/4" TYPE MATL PANEL ... GLZ U -VALUE MATL FRAME FINISH HARDWARE SET OTES ALUM DK ANO). LAM U-.047 P -U" U'-1 '/4" A 07 (EXI51) 3'-0" /'-O" U'-1 6/4" EXISTING HM ALUM DK. ANOD. HZ EW PANIC HARDWARE, CLOSER, HOLD OPEN, STOP. ALUM HM U-0.60 DK. ANDD. LAM U-0.047 ALUM L)K ANOL). LAM U-.04/ HM ALUM ALUM PT DK ANDD. L)K. ANAL). H2 HZ HZ HZ H1 MANIC HARDWARE, LUGKSET5, CLOSER, HOLD OPEN, THRESHOLD XISTINC, DUUR NEW PANIC HARDWARE, GLUSER, HULL) OPEN, STOP ANIG HARDWARE, CLOSER, HOLD OVEN, OVERHEAD 51 UP 10 11 101 102 1U;5 104 6'-O" 1-0" 0'-1 3/4" 6'-O" /'-0" 0'-13/4" 5 3'-0" 6'-b" U'-13/4 G U'-1 5/4" G 3'-O.. 6'- 5" U'-1 6/4" G 3'-U" 6' -ti" U'-13/4 HM HM WL) WI) WD WI) PT P1 P'1 l EMY Yl I EMY Yl l EMY YT l EMY U-U.SU U -U.60 HM HM HM HM HM HM W PANIC HARDWARE, CLOSER, HOLD OPEN, STOP EW PANIC HARDWARE, LATCH SET, HOLD ()PEN ANIG HARDWARE, LUGKSETS, CLOSER, HOLD OVEN, THRESHOLD ANIG HARDWARE, LOCKSET, CLOSER, HULL) OVEN, 1HRESH OLD CK$ET,HOLD OPEN, DOUR 510P, SILENCER UCKSET,HULD UPEN, DOOR STOP, SILENCER UGKSET,HALD OPEN, DOOR STOP, SILENCER CKSEI,HULD OVEN, DOUR STOP', SILENGEK `• '• r •' •, PI• •-, 105 107 1013 109 111 112 b' -t3" 0'-13/4 6'-0" ./.-0,. 0'-1 3/4" E 6'-0" T-0" 0'-1 '6/4" E 6'-O" 7'-O" 0'-1:5/4" ;9'-0" 6'-b" 0'-16/4 3'-0" b' -b ' 0'-1 6/4' WD WD WD WD YT 1EMY. GLR 1EMY GLR TEMP' UR TEMP HM HM HM HM PT PT H4 H3 H3 H3 GKSET,HULD OPEN, DOOR STOP, SILENGEK USH/PULL, GLUSER, OVERHEAD 5101", HOLD OPEN, SILENCER USH/PULL, GLU5ER, OVERHEAD STOP, HOLD OVEN, SILENCER U5H/PULL, CLOSER, OVERHEAD STOP, HOLD OPEN, SILENCER WD WD Y1 1 EMI' PT 1 EMI' HM HM H3 H3 SH/PULL, CLOSER, DOOR 510P', HOL U5H/PULL, CLOSER, DOUR 510P, HOL D OVEN, SILENGEK D OPEN, SILENCER 115 11'/ 119 b' -b" • • U'-1 5/4 3'47 6'-b" U'-13/4' 3'-O" 6'-b" 0'-13/4" WI) rt p WD P'1 1 EMI' TEMP HM HM PT H5 H4 WD CLR HM H3 OCKSET,UVERHEAD STOP, SILENCER ULK.E1, UVEKHEAL) 51 UV, SILENLEk USH/PULL, GLO5ER, DOUR STOV, SILENGEK L1 C2 t'-0" b'-13 U'-11/4" EXIS1INC" b' -U" 6'-b" U'-11/4" EXIS1 I NG Hb 5 FI/PULL, CLOSER, DOUR STOP, SILENCER GO LY Cts C9 6'-0" b' -b O'-1 1/4" EXIS I INC 6'-0" 6'-b" U'-11/4" EXISTING b' -O" 6'-b 0'-11/4 EXISTIN& 3'-O" 6'-8" 0'-11/4" EXIS1IN( Hb H5 H5 H5 TYPE: SIZE (W x H): A 3'-0"x7'-0 6'-0"x7-0" C 3'-0"x6'-8" D 31-0"x6'-8" E 6'-O"x7'-0" EXISTING 3'-0"x6'-8" EXISTING 3' -0''x7 -O" EXISTING 3'-0"xT-0" EXISTING 6'-0"x6'-8" F 6'=0"x7-0 G 3'-6"x7'-0" H 6-0"x7'-0" 6'-0"x7'-0" 1/4" -1'-0" PANEL THICK. U -VALUE STYLE 3'-0" I 2'-0" I, 0'-1 3/4" U-.047 EXTERIOR 1' 6-4" 0'-13/4" U-0.60 EXTERIOR 3'-4" 0'-1 3/4" 6 3'-4" 0'-1 3/4" 2" 3'-0" 3'-0" 2" 0'-1`3/4" N F 3'-4" 01-11/4" i 1' 3'-4" 0'-1 3/4" EXTERIOR 7 1'-8" //2"3'-O" 2" 5'-2" O'-1 3/4" EXTERIOR 6'-4" 0I-11/4" 2" J 3'-0" 3'-0" 0'-13/4.. 0 N 2",, 3'-6" 2" 0'-1 3/4" U-.047 EXTERIOR 7 2" 3'-0" L 3'-0" 0'-13/4" U-0.60 2" 3'-0" I, 3'-0" 0'-13/4" U-.047 EXTERIOR Unit Dimensions 5'-2"x9'-0" 6'-4"x7'-2" 3'-4"x6'-10" 3'-4"x6'-10" 6'-4"x7'-2" 3'-4"x6'-10" 3'-4"x7'-2" 5'-2"x9'-0" 6'-4"x6'-10" 6'-4"x9'-0" 5'-0"x9'-0" 6'-4"x7'-2" 6'-4"x9'-0 A 92.00" 5'-0" HEIGHT 5'-0" OPERATION FIXED MAT'L FIBERGLASS FINISH WHITE INT / FACTORY BRN GLAZING LOW -E QTY AREA 6 25.31 151.66 sq tt HEAD REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 7 2013 City of Tukwila BUILDING DIVISION JAMS SILL MAX U -VALUE NOTES MILGARD ULTRA FIBERGLASS SERIES. CONFORM TO WSECf RECEIVED CITY OF TUKWILA OCT 022013 PERMIT CENTER 4532 REGISTERED ARCHITECT KEVIN J. BRODERICK STATE OF WASHINGTON 1 II VIETNAMESE MARTYRS: TENANT IMPROVEMENT 6801 S. 180TH STREET • TUKWILA, WA 98188 III 12.040 Plot Date: 10/2/13 John Faley 12.040 CD mod 7-1 6_13_AC1 6.pin isii, b Q J Lu Q .J Lel t1') RCI Ce Ww b NO. DATE DESCRIPTION CUP PERMIT APPLICATION BUILDING PERMIT APPLICATION _ PRELIMINARY PRICING SET PERMIT CORRECTION 41 PERMIT RESUBMITTAL: REVISED OCCUFj 03/07/2013 05/17/2013 0610712013 07/25/2013 0 0 N 5/17/2013 I DOORS / WINDOWS A7.0 tary design owned by the architect and shall not be used on other projects or additions to this project AB6IZEVIATIONS CHURCH OFTHE VIETNAMESE MARTYRS This document represents a propri 0 AT AND DEGREE DIAMETER POUNDS AB ANCHOR BOLT ABV ABOVE: ACT ACOUSTICAL TILE A/E ARCHITECT / ENGINEER AFF ABOVE FINISH FLOOR ALUM ALUMINUM ALT ALTERNATE ANSI AMERICAN NATIONAL STANDARD INSTITUTE ARCH ARCHITECT OR ARCHITECTURAL P BOARD BLK'G BLOCKING BLDG BUILDING BM BEAM BTU BRITISH THERMAL UNIT BUR BUILT UP ROOF CBCATCH BASIN CJ CONSTRUCTION JOINT CL CENTER LINE CLG CEILING CLR CLEAR CMU CO COL CONCRETE MASONRY UNIT CLEAN OUT COLUMN CONF CONFERENCE CONC CONCRETE CONT CONTINUOUS COORD COORDINATE. CPT CARPET, CT CERAMIC TILE CW COLD WATER d PENNY DBL DOUBLR DEG DEGREE DEMO DEMOLISH OR DEMOLITION DF DOUGLAS FIR DIAM DIAMETER DIAG DIAGONAL DIM DIMENSION DN DOWN DG DOUBLE GLAZING DTL DETAIL D5 DOWNSPOUT' DW DISH WASHER (E) EXISTING E EAST OR EXISTING EA EACH EIFS EXTERIOR INSULATION FINISH SYSTEM ELECT ELECTRICAL EXT EXTERIOR ELEV ELEVATION EQUIP EQUIPMENT EQ EQUAL EW EACH WAY EXIST EXISTING FD FLOOR DRAIN FDN FOUNDATION FEC FIRE EXTINGUISHER CABINET FF FOC FOF F05 FTG FT FURN GA GALV GL GLB GLZ GYP GWB FINISH FLOOR FACE OF CONCRETE FACE OF FINISH FACE OF STUD FOOTING FOOT OR FEET FURNITURE GAUGE OR GAGE GALVANIZED GLASS GLUE LAMINATED BEAM GLAZING GYPSUM GYPSUM WALL BOARD HB HOSE BIB HC HOLLOW CORE HDWD HARDWOOD HDR HEADER HDW HARDWARE HF HEM -FIR HGT HEIGHT HM HOLLOW METAL HR HOUR HW HOT WATER IBC ID IFC IN INSUL INT IPC IRC LAM LAV LB LF LT LWC MATL MAX MECH MFR MIN MIR MISC NEC (N) NIC NO. NOM NRC NT5 OC OPNG PL P LAM PLYWD INTERNATIONAL BUILDING CODE INSIDE DIAMETER INTERNATIONAL FIRE COPE INCHES INSULATION INTERIOR INTERNATIONAL PLUMBING CODE INTERNATIONAL RESIDENTIAL CODE LAMINATE. LAVATORY POUNDS LINEAR FEET LIGHT LIGHT WEIGHT CONCRETE MATERIAL MAXIMUM MECHANICAL MANUFACTURER MINIMUM MIRROR MISCELLANEOUS NATIONAL ELECTRICAL COPE NEW NORTH OR NEW NOT IN CONTRACT NUMBER NOMINAL NOISE REDUCTION COEFFICIENT NOT TO .SCALE ON CENTER OPENING PROPERTY LINE OR PLATE PLASTIC LAMINATE PLYWOOD PNL PANEL PROP PROPERTY PT PRESSURE TREATED PTD PAINTED R RISER OR RADIUS RA RETURN AIR RAD RADIUS RCP ` REFLECTED CEILING PLAN REINF REINFORCING REQD REQUIRED RM ROOM RO ROUGH OPENING 5 SOUTH SA SUPPLY AIR 5C SOLID CORE SCHED SCHEDULE SD STORM DRAIN SECT SECTION SF SQUARE FEET SIM SIMILAR SPEC SPECIFIED OR SPECIFICATION SST STAINLESS STEEL STC SOUND TRANSMISSION COEFFICIENT STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SYS SYSTEM T TREAD OR TEMPERED T&G TOUNGUE AND GROOVE TB TOWEL BAR TOW TOP OF WALL TEMP TEMPERED THK THICK OR THICKNESS THRU THROUGH TOPO TOPOGRAPHIC MAP TPD TOILET PAPER DISPENSER TYP TYPICAL UNO UNLESS NOTED OTHERWISE UTIL . UTILITY VCT VERT VEST VTR VTO VINYL COMPOSITION TILE VERTICLE VESTIBULE VENT THROUGH ROOF VENT TO OUTSIDE W WEST W/ WITH WC WATER CLOSET WD WOOD WPW WINDOW WF WIDE FLANGE WG WIRE GLASS WH WATER HEATER W/O WITHOUT WP WATERPROOF WSEC WASHINGTON STATE ENERGY CODE WT WEIGHT WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH YD YARD GENERAL NOTES 1. 10. 11. ALL GENERAL NOTES GIVEN HEREIN APPLY TO ALL ALLIED TRADES FOR THE PROJECT AMENDED ELSEWHERE TO INCLUDE ISOLATED CONDITIONS THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND EXTENT OF THE WORK AND ARE PARTLY DIAGRAMMATIC THEY ARE NOT INTENDED TO BE SCALED. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL 15 SHOWN.. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES, LEVELS, CONDITIONS, ANP DIMENSIONS AT THE JOB SITE AND AS SHOWN ON THE DRAWINGS. THEY SHALL REPORT ANY ERROR5 OR INCONSISTENCIES IN THE ABOVE TO THE ARCHITECT BEFORE COMMENCING WORK: CONTRACTOR AND SUBCONTRACTORS SHALL OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL LIINES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR OWN. PROTECTION: A. THE CONTRACTOR 15 RESPONSIBLE AND SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE HAVING JURISDICTION AND ALL LOCAL,STATE, AND FEDERAL LAWS. B. PROVIDE ALL SHORING AND BRACING AS REQUIRED FOR THE PROPER EXECUTION OF THE WORK. REMOVE WHEN WORK 15 COMPLETED. PROVIDE AND MAINTAIN GUARD LIGHTS AND BARRICADES AT ALL AREAS OF WORK ADJACENT TO PUBLIC WAYS OR PUBLIC SPACES. AT ALL TIMES PROVIDE PROTECTION AGAINST WEATHER (RAIN, WIND, STORMS, OR HEAT) 50 A5 TO MAINTAIN ALL WORK, MATERIALS, APPARATUS AND FIXTURES FREE FROM DAMAGE. THE CONTRACTOR SHALL PAY FOR ALL DAMAGES TO ADJACENT STRUCTURES, SIDEWALKS AND TO STREETS OR OTHER PUBLIC PROPERTY OR TO ANY PUBLIC UTILITIES. C. THAT HE WILL HOLD THE OWNER,ARCHITECT AND/OR ANY OF CONTRACTOR AGREES T TEC /0 THEIR EIR EMPLOYEES OR AGENTS HARMLESS FROM ANY AND ALL DAMAGE CLAIMS WHICH MAY ARISE BY REASON OF ANY NEGLIGENCE ON PART OF THE CONTRACTOR, ANY OF HI5 SUBCONTRACTORS AND/OR SUBCONTRACTOR'S MATERIALS AND EQUIPMENT SUPPLIERS AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, IN PERFORMANCE OF THIS CONTRACT; AND IN CASE ANY ACTION IS I3ROUGHT°BEFORE THEREOF AGAINST THE OWNER, ARCHITECT AND/ OR ANY OF THEIR EMPLOYEES OR AGENTS, CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DEFENSE THEREOF, AND UPON HI5 FAILURE TO DO 50 ON PROPER NOTICE, OWNER, ARCHITECT AND/OR ANY OF THEIR EMPLOYEES OR AGENTS RESERVE THE RIGHT TO DEFEND SUCH ACTION AND CHARGE ALL COSTS THEREOF TO CONTRACTOR. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF SUCH OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS. OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. THE CONTRACTOR SHALL HAVE ALL ITEMS OR DETAILS CLARIFIED WITH THE ARCHITECT PRIOR TO SUBMITTING A BID; OTHERWISE THE ARCHITECT'S INTERPRETATION SHALL BE FINAL. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS TOGETHER WITH THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGLETS, BOLT SETTING, SLEEVES, DIMENSIONS, ETC. POTENTIAL CONFLICTS SHALL BE TRANSMITTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. ALL WOOD WALL DIMENSIONS GIVEN ARE TO EXTERIOR FACE OF FRAMING. LIGHT GA STEEL WALLS ARE DIMENSIONED TO CL OF FRAMING. SOME CONNECTIONS INDICATED ON THE DRAWINGS ARE SCHEMATIC. SECURE ALL COMPONENTS RIGIDLY TO STRUCTURE AND EACH OTHER. USE FASTENERS DESIGNED FOR EACH INSERVICE CONNECTION. 12. OBTAIN CLARIFICATION AND INTERPRETATION OF DRAWINGS AND SPECIFICATIONS. INCLUDE ADDITIONAL DETAIL, DIRECTLY FROM ARCHITECT, 13. WASTE MATERIAL ANI) RUBBISH FROM DEMOLITION AND ALTERATION OPERATIONS SHALL BE REMOVED FROM SITE AS RAPIDLY AS POSSIBLE AND SHALL NOT BE ALLOWED TO ACCUMULATE ON PREMISES. DISPOSAL OF MATERIALS WILL BE AT THE DISCRETION OF THE CONTRACTOR. OPEN FIRES WILL NOT BE PERMITTED FOR DISPOSAL OF WASTE. CONTRACTOR SHALL PROVIDE AN EXTERIOR AREA TO COLLECT ALL DEMOLISHED NOT TO BE REUSED. THIS AREA SHALL BE SAFE AND UN -OBSTRUCTING THE BUILDING FUNCTION AND THE OWNER'S DAILY BUSINESS OPERATIONS. 14. EXISTING UTILITY LINES INDICATED OR NOTED ON THE DRAWINGS ARE SHOWN AS OBTAINED FROM EXISTING INFORMATION AND ARE PROBABLY INCOMPLETE AND ONLY APPROXIMATE IN LOCATION. THE CONTRACTOR SHALL TAKE EXTREME CAUTION TO AVOID DAMAGE TO EXISTING UTILITY LINES AND/OR HARM TO PERSONNEL ENGAGED IN WORKING IN THE AREA. PLANNING APPROVED • No changes can be madeto these plans without approval from the Planning Division of DCD Approved By Date: I µp PLANNING NOTES ZONING: LOT AREA: LOT COVERAGE: PARKING: TUC 251,300 SF (5.77 ACRES) 62,250 SF (25%) BUILDING TOTAL NO CHANGE EXISTING: 241 STALLS REQUIRED: -191 STALLS (FIXED SEATING/ASSEMBLY: 1 PER 4 FIXED SEATS) -5 STALLS (BUSINESS: 3 PER EACH 1000 SF OF USEABLE AREA) ALLOWABLE AREA: -26 STALLS (EDUCATION: 1.5 PER EA. STAFF, 17 CLASSES = 17 STAFF) 222 STALLS REVIEWED FOR CODE COMPLIANCE APPROVED OCT 07 2013 12-927 City of ita BUILDING DIVISION BUILDING NOTES VICINITY MAP N.T.S. NUMBER OF STORIES: HEIGHT: GROSS SF: TYPE OF CONSTRUCTION: OCCUPANCY TYPE: BIKE PARKING: 8 STALLS MINIMUM INSULATION NOTES SEPARATE PERMIT REQUIRED FOR: Mechanical Etectricall Plumbing Gas Piping City of Tukwila , BUILDING DIVISION WSEC 2009 ENERGY COPE COMPLIANCE PRESCRIPTIVE ROOF (METAL BLDG) WALLS (METAL 13LIOG) DOORS GLAZING - VERTICAL SKYLIGHTS R25+R11 LINEAR SYSTEM R13 CAVITY PLUS R75 CONTINUOUS U=.60 U=.40 MAX ASSEMBLY / SHGC .45 U=.50 (WITHOUT CURB) Insulation Notes General: Substantial contact of the insulation with the surface being insulated is required. All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities and maintain uniform R -values and shall be installed in a manner which will permit inspection of the manufacturer's R -value identification mark. Clearances: Where required, insulation shall be installed with clearances according to manufacturer's specifications. Insulation shall be installed so that required ventilation is unobstructed. Wall Insulation: Insulation installed in exterior walls shall comply with the provisions of this section. All wall insulation shall fill the entire framed cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. FILE COPY Pomorte. P--1"1(5- Plan review approval is subjectand omissions. Approval of construction documentsdoes not authorize the violation of any adoptedcode or ounce. Receipt of approved - ;0:11011 ! condlions a'e*d: { City ilikvalle !WILDING DIVISION BLDG AREA SUMMARY: APPLICABLE CODES: SPRINKLERS: 15'-11.5" (54,000 SF WAREHOUSE) & 24'-0" (8,250 SF WAREHOUSE) 62,250 SF III -B EXISTING- PROPOSED - UNLIMITED (IBC 507.7) EDUCATION (E) BUSINESS (B) ASSEMBLY (A) STORAGE/MECH (5) KITCHEN (K) (CIRCULATION TOTAL SF &5-2 A-3 = 6,354 = 1,627 31,569 = 9,035 = 683 12,982) = 62,250 2009 IBC W/ AMENDMENTS, 2009 WA ENERGY CODE, 2009 WA VIAQ YES FIRE PROTECTION SYSTEMS: A. NFPA 13 SPRINKLERS REQUIRED PER 903.3.1.1 B. FIRE ALARM AND DETECTION SYSTEM TO BE SEPARATE PERMIT FIRE RATED CORRIDORS NOT REQUIRED 0 R QU RED PER IBC TABLE 1068.1 DEFERRED SUBMITTALS THE FOLLOWING TRADES WILL SUBMIT PERMIT DOCUMENTS FOR THEIR SCOPE OF WORK AS REQUIRED: FIRE ALARM FIRE SPRINKLER ELECTRICAL MECHANICAL PLUMBING CORRECTION LTR#T b\17 s PROJECT NOTES PROJECT ADDRESS: 6801 5.180TH STREET TUKWILA, WA 98188 PROJECT DESCRIPTION: CONVERSION OF EXISTING MANUFACTURING BUILDING AND WARERHOUSE INTO NEW WORSHIP FACILITY WITH SOME OFFICE AND. CLASSROOM SPACE PROVIDED. ALL INTERIOR WORK WITH NEW FENCE, SIGNAGE, AND EGRESS PATH FOR SITE WORK. OWNER: CORP. OF CATHOLIC ARCHBISHOP OF SEATTLE / ED FOSTER 719 9TH AVE SEATTLE, WA 98104 206.382.4560 ARCHITECT: BRODERICK ARCHITECTS 55 5. ATLANTIC STREET, SUITE 301 SEATTLE, WA 98134 206.682.7525 206.682.7529 (F) STRUCTURAL ENGINEER: LEGAL DESCRIPTION: R ON: BEG AT NW COR SEC 36 THS 01-19-01 W 1320.01 FT TO NW COR OF GL 4 TH 5 88-04.53 E 381.81 FT TH 5 01-55-07 W 341 FT TH N 88-04-53 W 50 FT TO TPOB TH 5.88- .04-53 E 426 FT M/L TO TOP OF LEFT BANK OF GREEN RIVER TH 5 07-00 E 106 FT TH 5 01-06 W 104 FT TH 5.09-12 W 106 FT TH 5 26.49 W 102 FT TI -1 5 47-21 W 103 FT TH S 60-15 W 40 FT TH 5.74-35 W 60 FT TH W 106 FT TH N 67-30 W 107 FT TH N 26-19 W 104 FT TH N 20-22 W 103 FT TH N 21-54 W 105 FT TH N 32-38 W 116 FT TH N 44-04 W 35 FT M/L TAP FR WH TPOB BEARS 5 70-20-07 W TH N 70-20-07 E 220 FT M/L TO TPOB TGW ESMTS TGW UND INT IN PRIVATE RD ADJ FOR ASSESSMENT PURPOSES CONTACT: KEVIN BRODERICK kevin@broderickarchitects.com I.L. GROSS STRUCTURAL ENGINEERS 23914 56TH AVE WEST, SUITE 200 MOUNTLAKE TERRACE, WA 98043 206.623.0769 CONTACT: IRA GROSS ira@ilgross.com PARCEL NUMBER: 3623049087 SHEET INDEX EE A0.1 EXITING & CODE SUMMARY A1.0 A1.0 SITE PLAN A2.1 AS -BUILT / DEMO PLAN A2.2 DEMO RCP A2.3 MAIN FLOOR PLAN A2.4 MAIN FLOOR RCP PLAN A2.5 ENLARGED NAVE PLAN A2.6 ENLARGED BATH PLANS A2.7 ENLARGED FINISH FLOOR PLAN - NAVE A2.8 ENLARGED KITCHEN PLAN A3.0 BUILDING SECTIONS RECEIVED CITY OF TUKWIL/1 A6.0 DETAILS A7.0 DOORS / WINDOWS JUL 2 5 2 3 51.0 STRUCTURAL NOTES 52.0 FRAMING PLAN PERMIT CENTER 52.1 ROOF FRAMING PLAN 53.0 FRAMING DETAILS TITLE SHEET 4532 REGISTERED • ARCHITECT i KEVIN J. BRODERICK STATE. OF WASHINGTON I VIETNAMESE MARTYRS: TENANT IMPROVEMENT 6801 S. 180TH STREET + TUKWILA, WA 98188 12.040 Plot Date: 7/25/13 John Faley 12.040 CD mod 7-1 6_1 3_AC1 6.pin :--.1 w Q J { Lf-) W IS) Cl) ERICK ARCHI O Livi gym NO. DATE DESCRIPTION CUP PERMIT APPLICATION BUILDING PERMIT APPLICATION PRELIMINARY PRICING SET PERMIT CORRECTION #1 m0 O 5 N N R` 0 0 06/07/2013 07/25/2013 5/17/2013 TITLE SHEET TE ADDRESS: 501 SOUTH 180TH STREET JKWILA, WASHINGTON 98188 4X PARCEL NUMBER: 52304-9087-04 DNING: JC TUKWILA URBAN CENTER DNING AGENCY: ITY OF TUKWILA DUTHCENTER BOULEVARD, TUKWILA, WA 98188. LEPHONE: (206)431-3670 4X: (206) 431-3665 -MAIL: TUKPLANOCI.TUKWILA.WA.US _O0D MAP: )CATED IN ZONE "X" AND IS OUTSIDE 500 YEAR FLOODPLAIN PER FLOOD INSURANCE RATE MAP NUMBER 3033C0978F, DATED MAY 16, 1995. RDINARY HIGH WATER ELEVATION = 15' ARKING STALLS: DTAL SITE PARKING STALL COUNT IS 240, INCLUDING 236 REGULAR AND 4 HANDICAP SPACES. REA: DTAL SITE AREA IS 251897.09 SQUARE FEET OR 5.8287 ACRES, MORE OR LESS. ETHOD OF SURVEY: ISTRUMENTATION FOR THIS SURVEY WAS A LEICA TOTAL STATION UNIT. PROCEDURES USED IN THIS SURVEY ERE DIRECT AND REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS WASHINGTON STATE STANDARDS SET Y WAC 332-130-090. NDERGROUND UTILITIES DRIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE IN THE ELD. GEODIMENSIONS ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS OR ACCEPT ESPONSIBILITY FOR UNDERGROUND LINES WHICH ARE NOT MADE PUBLIC RECORD. FOR THE FINAL LOCATION F EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. AS ALWAYS, CALL -800-424-5555 BEFORE CONSTRUCTION. ERTICAL DATUM: NAVD88 RIGINATING BENCHMARK: ING COUNTY ID #3537 =29.52' " BRASS DISK, SET FLUSH WITH CONCRETE SIDEWALKSTAMPED WITH THE AGENCY. FROM THE INTERSECTION OF EST VALLEY HIGHWAY AND S 180TH ST, GO WEST TO THE INTERSECTION WITH S 180TH ST AND SPERRY RIVE. THE MONUMENT IS LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION AND SET IN THE ONCRTE SIDEWALK. DID#:48 SET BY MIKE HALL ON 5-13-93, NOT STAMPED. ORIZONTAL DATUM: NAD83(91) :GAL DESCRIPTION: ARCEL A: -IAT PORTION OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, ASHINGTON, DESCRIBED AS FOLLOWS: EGINNING AT THE NORTHWEST CORNER OF SAID SECTION 36; 1ENCE SOUTH 01.19'01" WEST ALONG THE WEST LINE OF SAID SECTION 36, A DISTANCE OF 1,355.89 FEET; 1ENCE EASTERLY ALONG OF CURVE TO THE LEFT, THE CENTER OF WHICH BEARS NORTH 2'45'45" EAST, HAVING A RADIUS OF 336.00 FEET, AN ARC DISTANCE OF 9.00 FEET, THROUGH A CENTRAL NGLE OF 01'32'04" TO THE SOUTH. LINE OF THE NORTH 36 FEET OF GOVERNMENT LOT 4 IN SAID SECTION 36; 1ENCE SOUTH 88'46'19" EAST ALONG SAID SOUTH LINE A DISTANCE OF 372.81 FEET; 1ENCE SOUTH 01'13'41" WEST A DISTANCE OF 305.00 FEET; 1ENCE NORTH 88'46'19" WEST A DISTANCE OF 50.00 FEET TO THE TRUE POINT OF BEGINNING; 1ENCE SOUTH 88'4.6'41." EAST ALONG A LINE 100 FEET SOUTH OF AND PARALLEL TO THE SOUTH LINE OF 1AT PARCEL OF LAND LEASED TO SPERRY LAND CORPORATION AS SURVEYED AND MONUMENTED ON THE ROUND IN 1968, A DISTANCE OF 420.58 FEET, MORE OR LESS, TO THE TOP OF THE LEFT BANK OF THE REEN RIVER; 1ENCE ALONG SAID TOP OF THE LEFT BANK THE FOLLOWING COURSES AND DISTANCES: DUTH O7'00' EAST A DISTANCE OF 115 FEET; DUTH 01'06' WEST A DISTANCE OF 104 FEET; DUTH 0912' WEST A DISTANCE OF 106 FEET; DUTH 26'49' WEST A DISTANCE OF 102 FEET; DUTH 47'21' WEST A DISTANCE OF 103 FEET; DUTH 6015' WEST A DISTANCE OF 40 FEET; DUTH 74'35' WEST A DISTANCE OF 60 FEET; EST A DISTANCE OF 106 FEET; ORTH 67'30' WEST A DISTANCE OF 107 FEET; ORTH 2619' WEST A DISTANCE OF 104 FEET; ORTH 20'22' WEST A DISTANCE OF 103 FEET; ORTH 21'54' WEST A DISTANCE OF 105 FEET; ORTH 32'38' WEST A DISTANCE OF 116 FEET; ORTH 44'04' WEST A DISTANCE OF 34 FEET, MORE OR LESS, TO A POINT FROM WHICH THE TRUE POINT OF EGINNING BEARS NORTH 69'38'41" EAST; 1ENCE LEAVING SAID TOP OF LEFT BANK NORTH 69'38'41" EAST A DISTANCE OF 225 FEET, MORE OR LESS, ) THE TRUE POINT OF BEGINNING; ARCEL B: N EASEMENT FOR ROADWAY PURPOSES DESCRIBED AS FOLLOWS: EGINNING AT THE NORTHWEST CORNER OF SAID SECTION 36; 1ENCE SOUTH 01'19'01" WEST ALONG THE WEST LINE OF SAID SECTION 36, A DISTANCE OF 1,355.89 FEET; -ENCS EASTERLY ALONG A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS NORTH 02'45'45" EAST AVING A RADIUS OF 336.00 FEET, AN ARC DISTANCE OF 9.00, THROUGH A CENTRAL ANGLE OF 01'32'04" TO 1E SOUTH LINE OF THE NORTH 36 FEET OF GOVERNMENT LOT 4 OF SAID SECTION 36; 1ENCE SOUTH 88'46'19" EAST ALONG SAID SOUTH LINE A DISTANCE OF 422.81 FEET TO THE TRUE POINT OF EGINNING; 1ENCE ALONG A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS SOUTH 0113'41" WEST HAVING A ADIUS OF 50.00 FEET, AN ARC DISTANCE OF 78.54 FEET, THROUGH A CENTRAL ANGLE OF 90'00'00"; 1ENCE SOUTH 01'13'41" WEST A DISTANCE OF 255.00 FEET; 1ENCE NORTH 88'46'19" WEST A DISTANCE OF 48.00 FEET; 1ENCE NORTH 0113'41" EAST A DISTANCE OF 255.00 FEET; 1ENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 78.54 FEET 1ROUGH A CENTRAL' ANGLE OF 90'00'00"; 1ENCE SOUTH 88'46'19" EAST A DISTANCE OF 148.00 FEET TO THE TRUE POINT OF BEGINNING. TUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. EFERENCE: :GAL DESCRIPTION BASED ON TITLE REPORT FURNISHED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, RDER NUMBER 611043090, SECOND REPORT, DATED NOVEMBER 8, 2012. KCEPTIONS: EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: IN FAVOR OF: KING COUNTY PURPOSE: RIVER PROTECTION RECORDING DATE: AUGUST 4, 1964 RECORDING NO.: 5769890 AFFECTS: AS DESCRIBED THEREIN ASSIGNMENT OF EASEMENT: ASSIGNEE: CITY OF TUKWILA AND THE GREEN RIVER FLOOD CONTROL ZONE DISTRICT RECORDING DATE: AUGUST 21, 1991 RECORDING NO.: 9108210297 ASSIGNMENT OF EASEMENT: ASSIGNEE: KING COUNTY FLOOD CONTROL ZONE DISTRICT AND THE CITY OF TUKWILA RECORDING DATE:. JULY 2, 2008 RECORDING NO.: 20080702000255 ,9l ®3Nf1 2131VM HOIH A2:1VNI080 "---7-----"11;:mm 0 LNNOM 6;06 .=r. 1N590 Nou N 93e1 y�z e. 213//121 9. 3LOad d © a•. C�, U.. Silt --^^- _IR.9{•�F}- :�- !. :� -- :: OS ; — < _ , _,.._•�— -k--—::3-diy`� jf.,-301 . F F�,` 9s m' "",--. : ,,, ez ... , .e s. c8 SURVEY LEGEND ASPH ASPHALTIC CONCRETE EDGE OF ASPHALTIC CONCRETE \ \ \ \ \ BUILDING UNE C CONCRETE CURB CLF CHAIN LINK FENCE CONC CONCRETE SURFACE CRW CONCRETE RETAINING WALL CW CONCRETE WALK • EASEMENT AREA ►�� FOUND SURVEY MONUMENT X X FENCE LINE (CHAIN LINK) GAS METER HAND HOLE FIRE HYDRANT IRON PIPE LUMINAIRE MAINTENANCE HOLE POWER METER POWER POLE o POWER POLE W/ LIGHT TELEPHONE HAND HOLE WATER METER VALVE FENCE LINE (WOOD) YARD LIGHT 9�^ REVIEWED FQ11 CODE COMPLIANCE APPROVED OCT 0 7 2013 v0. S1'13'41"W 31.52' 17\7-L-IEVI CD S� . ss6 �I E V`) I. \. •� �G S1'13'41"W 255.00' ()NH "BEL -f_" S1°13'41HWa,z. 7- 1 • 50.00' qD ROADWAY EASEMENT PER REC. N0. 8911130677 "NO PARKING" (P)'ARCEL B RIM -29.53 "NO PARKING FROM HERE TO.:CORNER" g1 s`x MI -I 0 RIM=29 ..-- ---_ 0 "SHIPPING AND RECEIVIIR1G" c'Q SOLID' YELL'0W 6` "EMPLOYEE PARKING" FD REBAR W/ CAP LEANING EAST Si 13'41 "W 255.00' 30"DECO 0 0 CV � t 5 9N EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN DOCUMENT: IN FAVOR OF: CITY OF TUKWILA PURPOSE: PUBLIC PEDESTRIAN ACCESS AND RECREATIONAL TRAIL RECORDING DATE: MARCH 26, 1984 RECORDING NO.: 8403260421 AFFECTS: AS DESCRIBED THEREIN EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO: DISCLOSED BY: BARGAIN AND SALE DEED PURPOSE: ROADWAY RECORDING DATE: NOVEMBER 13, .1989 RECORDING 140.: 8911130677 AFFECTS: AS DESCRIBED THEREIN ). AQUATIC LANDS EASEMENT FLOOD CONTROL, PROJECTS AND THE TERMS AND CONDITIONS THEREOF: RECORDING DATE: JUNE 3, 2008 RECORDING NO.: 20080603001096 I. POSSESSION AND USE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDING DATE NOVEMBER 3, 2008 RECORDING NO,: 20081103000918 AID INSTRUMENT SUPERSEDES AGREEMENT RECORDED UNDER RECORDING NUMBER 20080604000331. MENDMENTS TO POSSESSION AND USE AGREEMENT RECORDED UNDER RECORDING NUMBER 20100913000903. 2. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: IN FAVOR OF: THE CITY OF TUKWILA AND THE KING COUNTY FLOOD CONTROL ZONE DISTRICT PURPOSE: FLOOD PROTECTION LEVEE RECORDING DATE: OCTOBER 4, 2010 RECORDING NO.: 20101004002883 AFFECTS: AS DESCRIBED THEREIN )WIN J. GREEN JR. PLS#150 DATE 40 20 ( IN FEET ) 1 inch = 40 ft. U_g 0 0 N D ce N e 40 ®1� /X6` PSR°' ook //de nEi�4NP�y RECEIVED CITY OF TUKWILA MAY 2 0 2013 PERMIT CENTER 0 z 0 5 w O z WASHINGTON n,‹co-0 O hn O U CO O (L'f)-I LL 0 0 00 (f) 0 00 JOB NO.• 13083 DATE: 3/6/2013 DRAFTED BY: CJC CHECKED BY: EJG SCALE: 1" = 40' OF PARCEL # 3623049094 PARCEL # 3623049017 401-17_, �I' F FUTURE LOCATION. �- OF FREESTANDING MONUMENT SIGN, REFER TO NOTE #6 4S 'LL`_:_ �_.. 00 cocorn NEW 2" WILKINS 975XL RPPA WITH HOTBOX EXISTING ASPHALT PARKING, TYP. FUTURE LOCATION OF BUILDING;MOUNTED SIGN REFER TO NOTE #6 0. it,(0 O oo SITE NOTES: 1. NO CHANGES TO LANDSCAPING PROPO 2. NO CHANGES TO PARKING LAYOUT OR DRIVE AISLES PROPOSED. 3. NO CHANGES TO SITE LIGHTING PROPOSED. 4. NO CHANGES TO FIRE TURN AROUND, ACCESS LANE, OR HYDRANT LOCATIONS PROPOSED. EXISTING CHAIN: LINK FENCE EXISTING CONCRETE PATIO 5. NEW FE FENCE TO PROTECTION L GATE LOCATIONS NEW SCREENED BE SUBMITTED APPLICATION FENCE TO -E LESS THAN 6' I BUILDING 'ERMIT APPLICATION W PROPOSED (SEEP < FOR LOCATION). LOCATED 0 _ ` IDE OF THE FLOOD EA ENT WITH ALL ACCESS APPROVED BY THE CITY. ENCLOSURE DETAILS TO UILDING PERMIT IGHT, NO BE REQUIRED. 6. TWO NEW SIGNS PROPOSED ON SITE (SEE PLAN FOR LOCATIONS). - ONE BUILDING SIGN PROPOSED AND ONE FREESTANDING MONUMENT SIGN PROPOSED. - NEW SIGNS TO CONFORM TO CITY OF TUKWILA SIGN CODE. SIGN PERMITS TO BE SUBMITTED AT TIME OF BUILDING PERMIT APPLICATION. E GREEN RIVER TOE OF SLOPE 7. REFER TO TITLE SHEET FOR GENERAL SITE AND PARKING INFORMATION. LEGEND: END POINT OF FLOOD PROTECTION LEVEE EASEMENT FLOOD PROTECTION LEVEE EASEMENT P�6 PROPERTY LINE EASEMENTS EXISTING FENCE PROPOSED NEW FENCE 8" CONCRETE CURB SETBACK ORDINARY HIGH WATER MARK TOE OF SLOPE EXISTING LANDSCAPE AREAS EXISTING BUILDING. DIRECTION OF TRAVEL EXISTING HYDRANT EXISTING TREES (TO REMAIN) Zs.) \°° ‘7.7 s RECEIVED CITY OF TUKWILA ARCHITECTURAL SITE PLAN 2 5 2013 ED1 -30' o so' 6V PERMIT Gk�J ;`�.�� G 7 0 0 0 0 0 0 0 N L unrNi U Nco. W ^/ O U LJ w w LCL � v z J Q L SEATTLE, WASHINGTON 98134 DESCRIPTION z O V w u z O 0 V d 4 li z 0 5 N Z 0 z LU v w 0 0 LU LU NO. I DATE to to 0 O O 0 0 N 0 0 m 0 N 0 ■ 5/17/2013 CR_ A1.0 SITE PLAN A1.O 3 by Broderick Archit ent represents a pro O O O 18' 2' { 4 3 ci) 4 44 MAIN FLOOR PEMO PLAN me" 1'-0"° 8' 16' 3Z AS-BUILT/DEMO NOTES LEGEND: EXISTING TO REMAIN EXISTING TO BE DEMOLISHED GENERAL DEMOLITION PLAN NOTES CONTRACTOR TO IDENTIFY, AND SAFE -OFF ALL EXISTING ELECTRICAL WORK TO BE DEMOLISHED. CONTRACTOR TO IDENTIFY, AND STUB OFF ALL PLUMBING WORK TO BE DEMOLISHED. REMOVE AND STORE FOR LATER USE OR SALE, ALL ELECTRICAL FIXTURES INSIDE OR OUTSIDE THE BUILDING PORTION TO BE DEMOLISHED, DEEMED SALEABLE OR USEABLE. REMOVE AND TURN OVER TO THE OWNER ALL ELECTRICAL FIXTURES SCHEDULED TO BE REPLACED - IF THEY ARE DEEMED USEABLE. KEY NOTES 1. REMOVE (E) WINDOWS AND SECTION OF WALL BELOW TO ACCOMMODATE INSTALLATION OF NEW EXIT DOORS. 2. REMOVE EXISTING WALL AS INDICATED. 3. REMOVE EXISTING OVERHEAD DOOR AND DOOR HARDWARE. 4. REMOVE EXISTING DOOR TO ACCOMODATE NEW EXIT DOOR OR WRAPPED OPENING PER FLOOR PLAN, 5. SELECTIVELY REMOVE EXISTING SIDING TO ACCOMMODATE NEW WINDOWS PER PLAN. RECEIVED CITY OF TUKWILA MAY 2 0 2013 PERMIT CENTER 12)14,•°, tv7swir 1 -, Ii 1 I ■ I VIETNAMESE MARTYRS: TENANT IMPROVEMENT 6801 S. 180TH STREET • TUKWILA, WA 98188 I IIII' 12.040 Plot Date: 5/20/13 John Faley 12.040 Permit Submittal 5_1 7_1 3_AC1 6.pin J 11111 Q5 J LUJ Q 1_-' 1f') W CA ERICK ARCI CD ry W I ■ NO. DATE DESCRIPTION CUP PERMIT APPLICATION LUILDING PERMIT APPLICATION 3/07/2013 05/17/2013 I ■ 5/17/2013 I ■ I AS -BUILT / DEMO PLAN A2,0 +18" AFF 4-+36" A SECURITY ELKAY DOUBLE J BOWL SACRARIUM =INK IN 60" INET BANK 3'-0" 91 611 AL AR SANCTUARY +24" AFF ALTAR SERVER SACRISTY PEW FRONTAL PEW FRONTAL —FIXED 16 LILL El 1,rfiT1l. m_i[l 68510F FIXED PEWS @ 18"/OCC. = 400 REMAINING CHAIR SEATING (2082+247) / 7 SF/OCC = 333 : TOTAL Al EmSEATIMC -733 I 1 t 11 1_.1.1 l_ _JL lL 1.- FE] EXISTING LOADING DOCK/RAMI' N AR E ' NAV PLAN WALL TYPES 11/2"= 1'-0" SWIM EraTarMERNIMMIE -EXISTING R-11 BLANKET INSULATION -EXISTING Z GIRTS -3 5/8" STEEL STUDS 3629162-18 @ 24" OC IN SECTIONS BETWEEN GIRTS -R13 BATT INSULATION -R7.5 CONTINUOUS RIGID INSULATION -AIR BARRIER -5/8" GWS - PAINTED FINISH INTERIOR WALL -5/8" GYPSUM BOARD (WITH 1" TYPE S DRYWALL SCREWS 8" 0.C. AT VERTICAL JOINTS AND 12" 0.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. TYP.) -3 5/8" METAL STUDS 3625162-18 @ 16"0.C. -SOUND BATT INSULATION -5/8" GYPSUM BOARD W2 114141AVAV INTERIOR WALL 5/8" GYPSUM BOARD (ATTACHED WITH 1" TYPE 5 DRYWALL SCREWS 8" 0.C. AT VERTICAL JOINTS AND 12" 0.C. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS - JOINTS STAGGERED 24" ON OPPOSITE SIDE) -6" METAL STUDS6005162-33 @ 16" 0.C. -SOUND BATT INSULATION - 5/8" GYPSUM BOARD W3 INTERIOR WALL -4" METAL STUDS 4009162-18 @ 16" O.C. -SOUND BATT INSULATION -5/8" GYPSUM BOARD W4 USE BACKERBOARD AT ALL RESTROOM WALLS: LIMITING HEIGHTS FOR UNBRACED INTERIOR FOR ALL WALL TYPES, USE 5/8" CEMENT BACKERBOARD IN PLACE OF GWB IN ALL RESTROOMS. SEE SPEC FOR ADDITIONAL INFO. SEE INTERIOR ELEVATIONS FOR EXTENTS OF WALL FINISHES IN RESTROOMS. STUD SIZE 3 5/8" 4 6" CLEAR HT 'H' H <12'-5" H <_ 15'-4" H s 24'-6" STUD FRAMING n 3625125-18 @l6" 0.C. 4005125-18 @l6" 0.C. 6005125-33 016" 0.C. a - SEE STRUCTURAL FOR EXTERIOR WALL CONDITIONS - MIN. DESIGN CRITERIA: 5 PSF MIN. (IBC 1607.13)& L/240 FOR INTERIOR WALLS EXCEEDING THE VALUES AT ABOVE, BRACE TO STRUCTU RE 8' 0.C. MIN. UNBRACED PORTIONS. SHOULD NOT EXCEED MAX. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 2013 RECEIVED CITY OF TUKWILA JUL 252013 PERMIT CENTER TENANT IMPROVEMENT 00 00 rCO— •. W W oo cn 0 12.040 CD mod 7-16_13AC16.pin 0 0 0 N 1 Lr") DESCRIPTION W N z U ›- Li) w W 0 cv 0 0 0 Lf) 0 m 0 z ■ ■ 5/17/2013 ENLARGED NAVE PLAN A2.5 54" MIN. 3W-41" 12" 42" MAX. MIN. 42" MAX. 24" MIN. GRAB BAR: 11/2" DIA. W/ 11/2" CLEARANCE TOILET PAPER DISPENSER 36" MIN. MIN. 1r-19" TO TOP OF SEAT tc) tC) -Tr MAX. TO FLUS TYPICAL ACCESSIBLE WATER CLOSET PROVIDE MIN. KNEE & TOE CLEARANCES PROVIDE INSULATING COVER OVER EXPOSED PIPES 60" CLR. / MIN. 4==.1•10 TO ALL OPERATING CONTROLS, RECEPTACLES OR DISPENSERS TYPICAL ACCESSIBLE URINAL rO rO 1-• (ACCESSIBLE) (STANDING) 1 N 0 TYP. ACCESSIBLE LAVORATORY/MIRROR TYP. ACCESSIBLE MISC. FIXTURES TYP. PRINKING FOUNTAIN uj z FIRE EXTINGUISHER CABINET • REVIEWED FOR ODE COMPLIANCE APPROVED OCT 07 2013 City of Tukwita LOWING DIVISION 0. 0. Ta. E 0 8 0. SIB E Mo NTING HEIGHTS b L. 49.8.4448,....898894448484849s.e.e88.48.949.89...4.4889.4.4,18.110T„:..„ "..".„-.8 "8: 8:839898.98.89, 48.9488149.44488844848.88.89848.89949.4994*88894.44.9.898999.48.188844,48. MAX. PP 4 NEW HORIZ. & VERT. GRA I3 BARS REQ. 3'4" SEE 1/A2.6 FOR MOUNTING j-tIGHTS 1 PS RELOCATE EXIST. TOILET A5'AEEDED; VERIFY TLT HEIGHT MEETS/4A REQ'S EXIST. SINK TO REMAIN ;! 60" DIAMETER TURNING SPACE DEMO EXIST. F'ARTITION5,14Y0r, NEW TOILET PARTITIONS P P DEMO EXIST. TOILET ;;',1 t 5'-4 3/8" 4'-7 1/8" • RELOCATE EXIST. URINALS VERIFY HEIGHT MEETS ADA REQ'S 30"X4.5" CLEAR I FLOOLSEACE KELOCATE EXIST. SINK N I \ 1 30"X4E3" CLEAR 1 FLOOR SPACE WOMEN'S RESTROOM DEMO EXIST. PARTITIONS, TYP. DEMO EXIST. PARTITIONS, RELOCATE EXIST. TOILET AS/HPEDED; EXIST. SINK TO REMAIN VERIFY TLT HEIGHT MEETS A, REQ'S. NEW HORIZ. & VERT. GRAB 3/S RE. SEE 1/A2.6 FOR MOUNTING NtIGHTS NEW TOILET PARTITIONS DEMO EXIST. TOILET t0 :c 0 1 60" DIAMETER I - TURNING SPACE EXIST. SINKS TO REMAIN RELOCATE EXIST. TOILETS ,) 4, 4-11" -- (( -0 )\ 3!“ '3 /311 RELOCATE EXIST. URINALS.!!' VERIFY HEIGHT MEETS AD46$ W'S 30"X413" CLEAR , 0 aoogrjc rT 30"X413" CLEAR 1(ELOCATE EXIST. SINK \4 FLoog SPACE 4808.8 94 se 47 9, 44 41.4... 4,9P 4. t t , '",-- -- ---------"-- ------------t 2 tve....•41 \ DEMO WALLS TO \ EXTENTS SHOWN MEN'S - RESTROOM DEMO EXIST. TOILET " EXIST. SINK TO REMAIN L.; RELOCATE EXIST. TLT AS NE 'EP; VERIFY TLT HEIGHT MEETS 41A REQ'S. 9 t I 30"X4&" CLEAR 1 FLOOR SPACE i .,„ NEW HORIZ. & VERT. GRA I3 04S REQ. SEE 1/A2.6 FOR MOUNTIN015IGHTS , •, I ice 1 60" DIAMETER TURNING SPACE L_1 IV -8" I( 1 4'o" • DEMO WALLS TO TENTS SHOWN ppp apap ex 99 .4 49 &pp.. epp pp. 4. pp. p8 MEN'S RESTROOM 31-6.1 .4.484.44. 88.....m.8.8..m98.84.48.4,48:4,48.888.848.94.4.98.8.8.849448.,......98.48.48......449.4.8. 4: 888898 .8944.98.888,948 48.4 ENLARGED BATH - NORTH MENS 1/2" = 1'-O" 0 1' MAX. 4' ENLARGED BATH - NORTH WOMENS 1/2" = 0 1' 2' 4 ENLARGED BATH- SOUTH MENS 1/2" = •, men 0 1' 2' 4' WOMEN'S LOUNGE PP PPP P8 PP PP 94 PPP 4. PP 89 8, P4 4,4 {8 4,9 08 44 4. 9.4 PaPP. 941,4P 819: POPP P8. PP UP &P 4981484 8P. 48 4,84 pep 4. 541 .4,8 94 9,94... 8,98... P4PP. 44 94.48 44 8. 4- .4.8,84,8 8918 4,8 ape& 9888 Pa. 8,8 44. p&p, &a 99 .948 6-1/2" DEMO WALLS TO - EXTENTS SHOWN, TYP. • • 6-4" • . CLR WOMEN'S RESTROOM 60" DIAMETER TURNING SPACE DEMO EXIST. SINKS / 30"X48" CLEAR FLOOR SPACE --- EXIST. SINKS TO REMAIN, U.N.O. EXIST. PARTITIONS TO REMAIN, TYP. EXIST. TOILETS TO REMAIN, U.N.O. 1111111i1M11111111111111111 0.) • / • 1,1 • • • • .;.:1,4 .... VERIFY GRAB BARS COMPLY W/ ADA REQ'S VERIFY TOILET HEIGHT & LOCATION MEET ADA REQ'S EXIST ENLARGED BATH- SOUTH WOMENS A2.6 1/2" = 1'-O" 4. RECEIVED Y OF TUKWIL MAY 2 0 2013 RMIT CENTER 1' 2' 4' ENLARGED BATH PLANS A2.6 1 :,,,„7 4532 REGISTERED ARCHITECT BR0DEmcK I STATE OF WASHINGTON I II 6801 S. 180TH STREET • TUKWILA, WA 98188 NAMESE MAI TENANT IMPROVEME I I 12.040 Plot Date: 5/20/13 John Faley 12.040 Permit Submittal 5_17_13_AC16.pin DERICK ARCI \ITIC STREET, SUITE #301 (ASHINGTON 98134 I• ' NO. DATE DESCRIPTION CUP PERMIT APPLICATION BUILDING PERMIT APPLICATION CO tr) 0 5 V. N r•••• *E.: 01 In C) 0 5/17/2013 I I ENLARGED BATH PLANS A2.6 75'-O° REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 7 2013 +18" AFF POLISHED ?: CONCRETE` CARPET POLISHED CONCRETE RECEIVED CITY OF TUKWILA MAY 202013 PERMIT CENTER 175' ENLARGED FINISH FLOOR PLAN - NAVE A2.7• 4' 16' 4532 I REGISTERED \ ARCHITECT KE J. RODER/CK STATE OF WASHINGTON , VII 1 w 12.040 Permit Submittal 5_17_ ERICK Al STREET, SUITE -IINGTON 98134 ¢s I- W vi w I!') CJ) Ili NO. DATE DESCRIPTION 03/07/2013 CUP PERMIT APPLICATION 05117!2013 BUILDING PERMIT APPLICATION 5/17/2013 175' ENLARGED FINISH FLOOR PLAN - NAVE A2.7• 4' 16' REVIEWED FOR. CODE COMPLIANCE APPROVED OCT 0 7 2013 City of Tukwila BUILDING DIVISION 2'-71/4" PASS THRU COUNTER STEEL ROLL -UP DOOR PASS THRU COUNTER HAND WASH CABINET SHELVING SHELVING WORK SURFACE TBD: METAL TABLES, OR CASEWORK SHELVING CLASS ONE HOOD ABOVE CABINET COOK LINE PER KITCHEN EQUIPMENT VENDOR: COORDINATE ALL GAS, WATER, AND POWER REQUIREMENTS WITH CONTRACTOR INDIRECT DRAIN BELOW RECEIVED CITY OF TUKWIL REFER MAY 2 0 2013 PERMIT CENTER ENLARGED KITCHEN PLAN A2.8 1/2" 11-0" 4532 REGISTERED ARCHITECT ( 1/_ -4 I ■ 1 VIETNAMESE MARTYRS: TENANT IMPROVEMENT 6801 S. 180TH STREET • TUKWILA, WA 98188 1 ■ 1 .2.040 Plot Date: 5/20/13 John Faley 12.040 Permit Submittal 5_17_13_AC16.pin DE:RICK ARCI 1 ■ NO. DATE . DESCRIPTION CUP PERMIT APPLICATION BUILDING PERMIT APPLICATION toy, lizi 0, C)0 1 ■ 5/17/2013 1 ■ ENLARGED KITCHEN PLAN A2.8 (E) ROOF STRUCTURE (E) PARAPET NO CHANGE PROPOSED EXISTING ROOF AND PARAPET STRUCTURE (E) PARAPET NO CHANGE PROPOSED (E) PARAPET NO CHANGE FRC 7 6005125-18 METAL STUD FURRING 5/8" GWS 'a- 4005125-33 METAL STUDS & 24" OC 5/8" GWB 1 13' >, 5 MECH & SPRINKLER CHASE 4006125-18 METAL STUD FURRING 5/8" GWS k 13' - VERIFY 7 TOP OF (E) GIRT (E) VERTICAL BRACING (E) STEEL PANEL SIDING OVER (E) R11 FACED BLANKET INSULATION OVER (E) STEEL GIRTS (E) STEEL PANEL SIDING OVER (E) R11 FACED BLANKET INSULATION OVER (E) STEEL GIRTS W1 WALL ASSEM (E) STRUCTURAL BENT FRAME NEW R7.5 RIGID INSULATION NEW 35/8" METAL STUDS @ 24" OC R13 BATT INSULATION AIR BARRIER 5/8" GWS (E) LINEAR INSULATION SYSTEM OVER SIDEWALL GIRTS (E) MONOLITHIC FOUNDATION (E) MONOLITHIC FOUNDATION (E) MONOLITHIC n.WALL SECTION AT 5ENT FRAME A30 1/2" = 11-0" / 0 " v_rw 1' 4' EXTEND WALL TO UNDERSIDE OF ROOF PURLINS NEW ALTAR PLATFORM OVER (E) SLAB 444 14444 441444411644444441114WAI PA 111 14t41 at A 1-14 , APSE SECTION 4' 8' EXISTING ROOF ANP PARAPET STRUCTURE BENT FRAME BEYOND 8" SP KLER - SLISPENCIIIED CEILING T p HANG PARALLEL TO, ANP 6" ABOVE' BOTTOM OF STRUOTURAL SENT FURRING. V- /74' 444c• :-4441. SECTION MID5PAN A39 1/4" = 8' EXISTING ROOF AND PARAPET STRUCTURE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 07 2013 EXISTING STRUCTURAL BENT FRAME AND (E) WALL BEHIND RECEIVED CITY OF TUKWILA MAY 2 0 2013 PERMIT CENTER BUILDING SECTIONS A3.0 ---1 4532 NREGISTERED I ARCHITECT I I KEVIN J. BRODERICK STATE OF WASHINGTON IN I 6801 S. 180TH STREET • TUKWILA, WA 98188 NAMESE MAI TENANT IMPROVEME I 111 12.040 Plot Date: 5/20/13 John Faley 12.040 Permit Submittal 5_17_ DERICK Al VTIC STREET, SUITE # /ASHINGTON 98134 NO. DATE DESCRIPTION CUP PERMIT APPLICATION BUILDING PERMIT APPLICATION 03107/2013 05/1712013 5/17/2013 i BUILDING SECTIONS A3.0 This document represents a proprietary design owned by the architect and shall not be used on other projects or additions to this project or for comple POP RIVET OR .APPROVED` ATTACHMENT •METHOD1 2" PERIMETER WALL MOLDING TYP. STABILIZER BAR GRID @ ATTACHED WALL GRID @ WALL NOTES: 1. GRID TO BE ATTACHED TO WALL ANGLE ON TWO ADJACENT WALLS 2. WALLS WITH UNATTACHED GRID TO HAVE 3/4" CLEARANCE BETWEEN RUNNER END AND PARTITION SEE ABV. GRID @ UNATTACHED WALL PERIMETER SUPPORT WALL ANGLE WIRE @ EA. RUNNER 12 GAUGE HANGERS @ 4'-0" O.C. EACH WAY ATTACH HANGERS TO STRUCTURAL FRAMING MEMBERS WITH 1/4":0 EYEBOLTS PENETRATING 11/4" INTO STRUCTURE. !I/2W EMT COMPRESSION STRUT TYP. @ DIAGONAL BRACE: MAXI" SHORTER THAN WIRE STRUTS @ 12'-0" 0.C. OR CLOSER. HEAVY DUTY COMMERCIAL MAIN AND INTERMEDIATE TEES GENERAL CEILING NOTES: 1. SUSPENDED CEILING TO BE INSTALLED TO CISCA RECOMMENDATIONS FOR AREAS SUBJECT TO SEVERE SEISMIC ACTIVITY 2. CEILINGS SHALL BE HORIZONTAL TO A TOLERANCE OF 1/8" IN 10'-0" MEASURED EACH WAY. GRID TO REMAIN A CONTINUOUS; PATTERN THROUGHOUT. 3. HORIZONTAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES MIN. N0.12 U.S. GAGE SPLAYED IN FOUR DIRECTIONS, 90° APART AND CONNECTED TO THE MAIN RUNNER :WITHIN 2" OF THE CROSS TEE AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORTS SHALL BE PLACED 12'-0" 0.C. IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL. 4. VERTICAL SUPPORTS SHALL BE N0.12 U.5. GAGE WIRE TO SUPPORT A MAXIMUM OF 16 SQUARE FEET OF CEILING AND SADDLE -TIED AROUND MAIN RUNNERS. DISCONTINUOUS ENDS OF CROSS -RUNNERS AND MAIN RUNNERS TO BE VERTICALLY SUPPORTED WITHIN 8" OF CEILING DISCONTINUITIES, INCLUDING WALLS. 5. CEILING AREAS OVER 2,500 SF MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS 6. CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PARTITIONS 7. CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING 8. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED 9. CONTRACTOR IS RESPONSIBLE FOR COST AND COORDINATION OF SPECIAL INSPECTION IF REQUIRED BY LOCAL JURISTICTION 11 SUSPENDED CEILING: TYPICAL. A6.0 1" = 1'-0" 6" 1' 2' REVIEWED FOR CODE COMPLIANCE APPROVED CE APP 00. 0'7 2013 City of Tukwila BUILDING DIVISION (E) STEEL ROOFING PANEL (E) POLYCARBONATE PANEL EXISTING GIRT : VERIFY LOCATION, AND SET WINDOW ACCORDINGLY- DO NOT CUT SIDEWALL GIRT W000 BUCK -OUT - SECURE TO SIDEWALL GIRTS ABOVE AND BELOW WINDOW UNIT 1/2" WOOD WRAP AT WINDOW HEAD AND JAMB EXISTING GIRT : VERIFY LOCATION, AND SET WINDOW ACCORDINGLY- DO NOT CUT SIDEWALL GIRT 6 WINDOW HEAD/JAMB INSECT CONTROL SCREEN BETWEEN RIBS - TOP & BT. STEEL DRIP FLASHING CAULK WINDOW TO DRIP EDGE FIBERGLASS WINDOW PER SCHEDULE CAULK TO C -METAL C -METAL TO MATCH EXISTING SIDING SYSTEM STANDARD EXISTINGSIDING: REMOVE INSTALL NSTALL WINDOW, AND REINSTALL MODIFIED PANELS TO ACCOMMODATE NEW WORK A6.0 1 1/2"= 1'-0" 6" 12" 18" (E) POLYCARBONATE PANEL 4 .f 1/2" PLYWOOD FRAME (PAINTED) - SUSPEND FROM (E) PURLINS SUSPENDED CEILING TERMINATES AT SKYLIGHT WELLS ACRYLIC PRISMATIC LENS - SET IN ON WOOD STOPS. SUPPORT BENEATH AS REQUIRED - COORDINATE SUPPORT PATTERN WITH DESIGNER SKYLIGHT WELL DETAIL 3/4" = 1'-0" 0 PIMa`ItS_' (E) WALL ��� W4 WALL ASSEMBLY A�' (E) CABLE X BRACING .� 4005125-18 METAL STUDS aill 5/8" GWS �� ®` (E) STRUCTURAL BENT FRAME W4- WALL ASSEMBLY GWB L METAL AT (E) WALL COLUMN WRAP PLAN DETAIL 1' 2' (E) STEEL ROOFIN PANEL SUSPEND 1/2" PLYWOOD BOXOUT FROM (E) PURLINS -SEE 5/53.0 FOR DETAILS PAINT BOXES BRIGHT WHITE ACRYLIC PRISMATIC LENS - REST ON WOOD STOPS - INTERMEDIATE SUPPORTS AS REQUIRED - COORDINATE WITH ...DESIGNER FOR EXACT SKYLIGHT BOX OUT DETAIL 3/4" = 1'-0" ALTAR PLATFORM per IBC 410.4 CARPET 1-1/8" PLYWOOD (U.O.N. PLATFORM FRAMING PER STRUCTURAL ROCKWOOL INSULATION (SOUND DEADENING IN MAIN CAVITY, FIRE PROTECTION IN SMALL CAVITIES) 13" /14 la"-PLYWi 2 ItF F% WIT Ii ROC 00 PLATFORM STEP DETAIL NOTE:SPRINKLER CONTRACTOR TO ENSURE COVERAGE UNDER PLATFORM FRAMING. COORDINATE ACCESS PANELS WITH FRAMING & SPRINKLER CONTRACTOR TO ALLOW ACCESS FOR MAINTENANCE 1/ Ri ACRYLIC PRISMATIC LENS - REST ON WOOD STOPS TERMINATE SUSPENDED CEILING AT SKYLIGHT BOX -OUT 12" MIN PA .8't TOAD FACE I 0 1' 2' 11/2" OD 14GA STEEL TUBE RAIL PEF ANSI117.1 505 - SUPPORTS @ 4' 0.C. MIN. 12" MIN PAST TREAD �' A6.0 1" = 11-0" 0 6" 1' 111111111111111111111111111111111 1" i/, 1' MIN. NEW STAIRS - MEET MIN/MAX SIZE STIPULATED HERE. STAIR HANDRAIL 3/4" = 1'-0" 0 1' 2' 3/4" = 1'-0" BENT FRAME WRAP DETAIL 3/4" = 1'-0" (E) ROOF STRUCTURE NEW R-38 BATT INSULATION FACED WITH VAPOR BARRIER -SUSPEND BETWEEN PURLINS WITH INSULBAR OR SIMILAR SUPPORT NEW C8X11.5 BLOCKING BETWEEN PURLINS (E) STRUCTURAL BENT FRAME CEILING L -METAL TERMINATION NEW SUSPENDED CEILING - PER MANUFACTURER SPEC. NEW 6005162-33 METAL STUD - ATTACH TO BENT FRAME WITH (2) #10 SELF TAPPING SCREWS @ 24" OC 5/8" GWB WRAP 0 1' 2' 3' (E) C8 PURLIN - FIELD VERIFY FLANGE THICKNESS 3/8" OR GREATER. EXISTING ROOF ABOVE EXISTING PURLINS 1/41 CUT AND REMOVE (E) LINEAR INSULATION SYSTEM - TO AVOID VAPOR IL CONFLICT WITH NEW REQUIRED xrtwativBARRIER I1 v2' fir _ �j` FAVASVAVATIWAVA INSULATION AP" J , R 38 BATT INSULATION - FACED WITH VAPOR BARRIER (2) 3/4" MACHINE BOLT CEILING DETAIL 1" = 1'-0" NEW C8X11.5 BLOCKING MID SPAN - COPE AS REQUIRED INSULATION SUPPORT BASKET INSULBAR OR SIMILAR SUSPENDED CEILING SYSTEM WITH LINEAR PLANKS BENT FRAME STRUCTURE IN DISTANCE EXISTING ROOF ABOVE EXISTING PURLINS 6" 1' 2' CUT AND REMOVE (E) LINEAR INSULATION SYSTEM - TO ACCOMMODATE NEW STRUCTURAL BLOCKING BETWEEN (E) PURLINS - SEE 4/A3.0 FOR CONNECTION DETAILS a o � (E) BENT FRAME STRUCTURE WOOD BUCK OUT OR SIMILAR TO FACILITATE GWB WRAP AROUND STRUCTURAL FRAME 5/8" GWB RE EIVED CITY OF TUKWILA MA: 20 2013 PERMI CENTER 3' BENT FRAME WRAP 1" = 1'-0" 1' 2' 4532 I REGISTERED ARCHITECT VI J. BRODERICK STATE OF WASHINGTON TENANT IMPROVEMENT 6801 S. 180TH STREET ® TUKWILA, WA 98188 NAMESE MAI I I 12.040 Plot Date: 5/20/13 John Faley 12.040 Permit Submittal 5_17_13_AC16.pin KARCI I NO. DATE DESCRIPTION CUP PERMIT APPLICATION BUILDING PERMIT APPLICATION mm N O N n n O 1 5/17/2013 1 DETAILS This document represents a proprietary design owned by the architect and shall not be used on other projects or additions to this project or tor completion of this project by others except by prior arrangement In writing. Copyright W Wednesday, May 15, 2013 by Broderick Architects, plic 1. GENERAL STRUCTURAL NOTES (The following apply bless shown otherwise on the plans) CRITERIA ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2009 EDITION). THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS: IT HAS BEEN REINFORCED IN ACCORDANCE WITH ASCE 31-03, ASCE FOR COLLAPSE PREVENTION AND 15 WITHIN THE CURRENT PRACTICE FOR THE RENOVATION OF EXISTING BUILDINGS OF T1-116 AGE AND TYPE OP CONSTRUCTION. THE SEISMIC REINFORCEMENTS ARE INTRUDED TO COMPLY WITH A BOLT -PLUS OR PARTIAL REHABILITATION OBJECTIVE AS DEFINED IN ASCE 41-06. 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD (SNOW, IRREDUCIBLE, NOT INCLUDING DRIFT) 25 PSP FLOOR LIVE LOAD (PLATFORM) 125 P5P EARTHQUAKE Ss = 1.442, 51 = 536 Sa = 961 B = 0.8 AT STEEL BUILDING, 0.15 AT TILT -UP MODIFICATION FACTOR, C 13 (STEEL), L4 (TILT -UP) DESIGN BASE SHEAR V = 1346111 PSUEDO LATERAL LOAD PROCEDURE IN ASCE 31-03 1 STRUCTURAL DRAWINGS SHALL BE USED 1N CONJUNCTION WITH ARCHITECTURAL AND ALL OTHER DISCIPLINES' DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR. SHALL VERIFY DIMENSIONS AND CONDITIONS FGA. COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR. TO CONSTRUCTION.. DISCREPANCIES: THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING, DURING THE BIDDING PERIOD, OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR OF ANY VARIATIONS NEEDED 114 ORDER TO CONFORM TO CODES, RULES AND REGULATIONS. UPON RECEIPT OF SUCH INFORMATION, THE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO ALL CONCERNED. ANY SUCH DISCREPANCY; OMISSION, OR VARIATION NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND WORK SHALL BE PERFORMED INA MANNER AS DIRECTED BY THE ENGINEER 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE FIELD VERIFIED BY THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTOR CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE. STRUCTURE. AND. STRUCTURAL COMPONENTS.. UNTIL.. ALL. FINAL. CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL. SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK 1. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOUN ONLY ON 5140P DRAWINGS WILL NOT SATISFY T1415 REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS 5I -1011N, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF FIELD ERECTED COMPONENTS SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER INSF'ECTICNS 10. INSPECTION: STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING AND HIGH-STRENGTH FIELD BOLTING)-CONTINOUS INSPECTION REQUIRED STRUCTURAL STEEL STUD WALLS (INCLUDING FIELD WELDING) - PERIODIC "INSPECTION REQUIRED EXPANSION BOLTS AND THREADED.EXPANSION INSERTS -. CONTINUOUS INSPECTION REQUIRED DRILLED AND EPDXIED BOLTS, RODS AND ANCHORS - CONTINUOUS INSPECTION REQUIRED. SHALL BE SUPERVISED 114 ACCORDANCE WITH SECTION 110, SECTION 1104, AND SECTION 1108 OF THE INTERNATIONAL BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY TI4E ARCHITECT. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. 11_ STATEMENT OF SPECIAL INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 1105 OF THE 2009 IBC AS FOLLOWS: A. 114E FOLLOWING SYSTEMS WILL EE SUBJECT TO THE SEISMIC QUALITY ASSURANCE: SUSPENDED CEILINGS AND TI4EIR ANCHORAGE B. SPECIAL INSPECTION AND TESTING OF SUSPENDED CEILINGS AND THEIR ANCHORAGE SHALL COMFORM TO IBC SECTION 1108. C. THE TYPE AND FREQUENCY OF TESTING REQUIRED SHALL BE PER IBC SECTION 1108 AND 1104. D. TI4E TYPE AND FREQUENCY OF SPECIAL INSPECTIONS REQUIRED SHALL BE PER IBC SECTION 1101 AND 1104. E. THE REQUIRED FREQUENCY AND DISTRIBUTION OF TESTING AND SPECIAL INSPECTION REPORTS SHALL BE TI4E RESPONSIBILITY OF TI -IE INSPECTION/TESTING AGENCY: REPORTS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD W111-1114 14 DAYS OF INSPECTION. F. STRUCTURAL OBSERVATION OF THE .GRAVITY STRUCTURAL. SYSTEMS SHALL OCCUR AT APPROPRIATE INTERVAL DURING CONSTRUCTION.. THE. STR2UCTURAL. ENGINEER SHALL OBSERVE THAT THE WOW 15 PROGRESSING N GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS MD ACCORDING TO TI4E DESIGN INTENT. G. A STRUCTURAL OBSERVATION REPORT SHALL BE SUBMITTED TO TI4E ARCHITECT OF RECORD AFTER EACH OBSERVATION. GEOTECINICAL FOUNDATION AND SLAB NOTES: ALLOWABLE 501L PRESSURE 2000 PSF (PER EXISTING DRAWINGS) STEEL 12. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION! SHALL BE BASED 014 THE A.1.5 C. 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,' LATEST EDITION, PLUS ALL REVERENCED CODES. 13. STRUCTURAL STEEL SHALL CO FORM TO 45111 A992, Fy = 50 KSI, FOR WIDE FLANGE SHAPES AND TO A5TM 436 Fy = 36 K51, FOR PLATES, MISCELLANEOUS ROLLED SHARES -ANO ALL -THREAD RODS. STEEL PIPE SHALL CONFORM TO A5111 A-53, TYPE E OR 5, GRADE 8, Fy = 35 K51 STRUCTURAL TUBING (1455 ROUND, SQUARE OR RECTANGULAR TUBES) SHALL CONFORM TO ASTM 4500, GRADE B, WITH Fy = 46 KSI FOR RECTANGULAR/SQUARE SECTIONS AND Fy = 42 K51 FOR ROUND SECTIONSS, ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GRADE 36 TYPICAL AND GRADE 105 FOR HIGH-STRENGTH ANCHOR BOLTS (WITH 3x3x3/8 PLATE WASHER AND DOUBLE NUT). HIGH-STRENGTH CONNECTION, BOLTS SHALL CONFORM TO 46111 4325-X. COMMON BOLTS SHALL CONFORM TO AS11 A301, GRADE A HIGH STRENGTH ALL -THREAD ROD SHALL CONFORM TO ASTM A193 GRADE 31. 14. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE .415C CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 15. ALL WELDING SHALL BE N CONFORMANCE WITH AJ.5C. AND Ai.U.S: STANDARDS AND SHALL BE PERFORMED BY U413.0. CERTIFIED WELDERS USING E10)X ELECTRODES. ONLY PRE -QUALIFIED WELDS (AS DEFINED BY A11.15.) SHALL BE USED. MELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E10XX ELECTRODES. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS NOTE: NO WELDING 15 TO TAKE PLACE WITHIN 24" OF HARDENED EPDXY NOR WITHIN 4' OF COLD BENDS IN REINFORCING STEEL. ALL WELDS SHALL BE VISUALLY TESTED BY A QUALIFIED INSPECTOR 114 ADDITION ALL COMPLETE PENETRATION WELDS SHALL BE TESTED USING THE ULTRASONIC METHOD AT THE PLANT OR SITE BY A QUALIFIED INSPECTOR VERIFY LOCATIONS WITH THE STRUCTURAL ENGINEER WHERE ULTRASONIC TESTING 15 REQUIRED FOR PARTIAL PENETRATION WELDS. ALL UUELDS NOTED AS 'DEMAND CRITICAL' ON THE DRAWINGS SHALL BE MADE WITH FILLER MATERIAL CAPABLE OF PROVIDING A MINIMUM CVN TOUGHNESS OF 40 ft -lb AT 10 DEGREES AS DETERMINED BY ASCE 341-05 APPENDIX 'X' OR OTHER APPROVED METHOD. 16. COLD -FORMED STEEL FRANING.MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAUGE SHOIU4. 014 THE PLANS. NOTATIONS ON THE DRAWINGS RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS REFER TO PRODUCT IDENTIFICATION NUMBERS OF THE STEEL STUD MANJFACTERER'S ASSOCIATION. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE 41.5.1. 'SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS.' WOOD 11. FRAMING LUMBER SHALL BE KILN DRIED, 414D GRADED AND MARKED IN CONFORMANCE WITH IJ)CLB. STANDARD GRADING RULES FOR WEST COAST LUMBER 140 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS, IJNLESS OTHERWISE NOTED ON THE PLANS: JOISTS: (2 X 1IEMBERS) (3 X AND 4 X MEMBERS) BEAMS AND STRINGERS: (INCLUDING 6 X 10 AND LARGER MEMBERS) POSTS AND TIMBERS: (6 X 6 AND LARGER) STUDS, PLATES t MISCELLANEOUS LIGHT FRAMING: BOLTED FRAMING: STUDS, LEDGERS, AND PLATES DOUG FIR *2 MINIMUM BASIC DOUG FIR t MINIMUM BASIC DOUG FIR *I MINIMUM BASIC DOUG FIR *2 MINIMUM BASIC DESIGN 51RE55, Fb = 900 P51 DESIGN STRESS, Fb = 1000 P51 DESIGN STRESS, Fb = 1200 P51 DESIGN STRESS, Ri = 900 PSI DOUG FIR STANDARD GRADE MINIMUM BASIC DESIGN STRESS, Fb = 515 PSI DOUG FIR *2 MINIMUM BASIC DESIGN STRESS, Po = 900 P51 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 7 2013 City of Tukwila BUILDING DIVISION 19. ENGINEERED. LUMBER SHALL BE DESIGNED AND MANUFACTURED TO THE STANDARDS SET FORTH 114 ASTM D5456, ICC ES REPORT ESR -1381, AND THE CANADIAN CONSTRUCTION MATERIALS CENTRE (CCMC) REPORTS NO. 11161-R (PSL ONLY) AND 12621-R (LSL ONLY). EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL MEMBERS ARE TO BE FREE OF MECHANICAL CONNECTIONS IN .FULL-LENGTH MEMBERS. ADHESIVES SHALL BE OF THE WATERPROOF TYPE CONFORMING TO THE REQUIREMENTS OF A5111 D-2559. PARALLEL STRAND LUMBER (PSL): Po = 2900 P5I, E=2.0x 106 PSI, Fv =290 PSI. LAMINATED STRAND LUMBER (LSL): Fb = 2250 P51, E=15x 106 P51, Fv =400 P51. LAMINATED VENEER LUMBER (LVL): Fb = 2800 PSI, E=2.0x 106 PSI, Fv =285 PSI DESIGN SHOWN 014 PLANS 15 BASED ON LUMBER MANUFACTURED BY THE TRJS-JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL PARALLAM BEAM WANGERS AND OTHER 144RDW4RE SHALL EE COMPATIBLE IN SIZE WITH BEAM PROVIDED, USE 'GLTV' SERIES HANGERS AS REQUIRED TO NT BEAM UON. 20. PREFABRICATED PLYWOOD WEB JOISTS SHALL BE DESIGNED BY TI4E MANUFACTURER FOR THE SPANS AND CONDITIONS 5I-IOU,N ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED 114 CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITI4 MANUFACTURER'S SPECIFICATIONS. DESIGN SHOWN ON PLANS 15 BASED ON JOISTS MANUFACTURED BY THE TRUS-JOIST CORPORATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT ANO STRUCTURAL ENGINEER ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS 5140WN PROVIDED THEY HAVE ICC. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE 114 SIZE WITI4 PLYUJ000 WEB JOIST PROVIDED. 2L PLYWOOD SHEATHING SHALL BE GRADE C-0, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN C0 0RMANCE WITH DOC PSI. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 22. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN DIRECT CONTACT WITI4 SOIL SHALL BE PRESSURE -TREATED WITH ALKALINE COVER QUATERNARY (ACQ). ALL WOOD MEMBERS (INCLUDING PLATES) 114 DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITI4 SODUIM BORATE (58X). ALL METAL CONNECTORS IN CONTACT WITH 'ACO' PRESSURE -TREATED LUMBER SHALL BE TYPE 304 OR 316 STAINLESS STEEL. THIS INCLUDES WASHERS, SCREWS, NAILS, HANGERS, AND ANY OTHER MISCELLANEOUS LT. GAGE METAL CONNECTORS, WHERE ACQ LUMBER 15 USED IN INTERIOR CONDITIONS, GI85 ('HOT -DIP' GALVANIZED TO 1.85 OUNCES PER SQUARE FOOT) METAL CONNECTORS MAY BE USED IN LIEU OF STAINLESS STEEL. METAL CONNECTORS 1/2' THICK OR GREATER NEED NOT BE GALVANIZED FOR INTERIOR USE. METAL CONNECTORS 1/2' THICK PLUS ARE TO BE GALVANIZED FOR EXTERIOR USE, UNLESS SPECIFIED OTHERWISE BY THE ARCHITECT. 23. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL -BE 'STRONG -TIE' BY SIMPSON COMPANY, AS SPECIFIED' 114 THEIR CATALOG 140.0-2012. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE 1030 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER CONNECTORS SHALL BE INSTALLED 114 ACCORDANCE WITH 114E MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALE OF THE NAILS OR BOLTS. 114 EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO 461111 A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING 014 WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MIN111UM) AS MEMBERS CONNECTED_ ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'U' SERIES JOIST HANGERS. ALL DOUBLE JOIST BEAMS 514ALL BE CONNECTED TOFLUSH 8E4115 WITH 'HU' SERIES JOIST HANGERS ALL TRIPLE -JOIST BEAMS 5HALL BE CONNECTED TO FLUSH BEAMS WITH 'HU' SERIES JOIST HANGERS_ b N* 1 7 s - R !` EWED! This Ian p Wes mimed for general ceinformance with the &lbw Ip " as emended by Ilse-ltrialiction: KStructurel. Provisions of the fotentettionf Hulhilat Cade ❑ Non-structural Previsions of. -the latinotimol' Bttiltlirs Ogle ❑ Other: The projec applicant is responsible for conformance with ell spIiyble MAIN does of approval, and permit requirements subject W a Tye regoi nerds -ow at Its( governing authority. This review dues not redeye the Mebyeot aatl the responsibility for a complete desi a Reseed K jurisdiction and the atatc-of Washington, aoatraaa > MTs trig �f'storarnies Jurisdiction • By (..t92 j�.riliu� �_ ,ban 10)5/15 REID MIDDLETON, INC. Code Review Cnerultsnt J` '=ID MIIDDLETON INC. J• GENERAL STRUCTURAL NOTES S 1 .0 .\,, ,4' �SIONAL WAS:k, .1,11; F15 -?,..r, .0 22154 1 13 -"C # L_ ■ VIETNAMESE MARTYRS: TFM©RIT IMAPPfI\/FMFRIT 112.040 Piot Date: 5/15/13 John Faley 12.040 Permit Submittal AC16.pin 11 DERICK ARCI i - III 5/15/13 J• GENERAL STRUCTURAL NOTES S 1 .0 Copyright ® Wednesday, May 15, 2013 by Broderick Architects, pile This document represents a proprietary design owned by the architect and shall not be used on other projects or additions to this project or for completion of this project by others except by prior arrangement In writing LJ 6x6 PT SLEEPER (HIGH) LVL 1 3/4xLVL (141G14) Ilya" TJI 230 6 16"oc (NIGH) 0 16/53.0 PROVIDE I 1/8" CDX w/ 100 COMMONS ' 6"oc AT EDGES 9 12"oc AT FEILD H 1/53.0 LVL 13/4x11ya (HIGH) .62 13/4x11ya RIM JOIST (NIG) Ily" TJI 230 6 I6"oc (HIGH) I9/53.0 N 2x6 a I6"oc UPPER PLATFORM 6x6 PT SLEEPER (LOW) LVL 13/4x111/8 1 RIM JOIST (HIGH) D PLATFORM FRAMING PLAN Scale: 1/8" = 1'-0" 0 EX. TENSION BRACING BELOW REMOVE 4 REPLACE PER 14/53.0 i 6x4 RACE`; )(4a (LOW) EX. TENSION BRACING BELOW REMOVE 4 REPLACE PER 14/53.0 EX. CS PURLINS I e 4'-0"oc 1456 6x4x3/16 6)4 /1E? 55, 6x4x3/E RACE th EX. TENSION BRACING BELOW REMOVE 4 REPLACE PER 14/5.3.0 1455>6x4x3116 60€4016":1 EX. SKYLIGHT I I TYP --- 1455 6x4x3/16 I-15 ;bx4x3/I I1 EX. C8 PURLINS 4'-0"oc C8 BRACING BETWEEN PURLINS AT MID -SPAN, TYP k4x3 I (LOW) EX. C8 PURLINS e 4'-0"oc etcrti 111 ®EX. C8 PURLINS. 4'-0"oc 1455 6x4x3/16 1456 6x4x3/16 `Lt X4X3/16>Bl N59 6x4x3 x4 (LOW) BRAC CS BRACING BETWEEN EX. I PURLINS AT 1/3 POINTS, TYP 1 w 4x3%I (LOU) EX. C8 PURLIN5 4'-0"oc 1455 6x4x3/16 x4x3/16B' 1 EX. TENSION BRACING BELOW REMOVE 4 REPLACE PER 14/53.0 � � b REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 7 2013 City of Tukwila BUILDING DIVISION EX. TENSION BRACING BELOW REMOVE 4 REPLACE PER 14/53.0 NOTE: 2. INDICATES JOIST SPAN DIRECTION AND EXTENTS. INDICATES EXISTING STEEL BENT. ROOF FRAMING PLAN Scale: 1/8" = 1'-O" EX. TENSION BRACING BELOW REMOVE 4 REPLACE PER 14/53.0 17S EWIHMED OCT — 2.013 REID MIDDLETON, INC, n OWE rnni inin t, of O , WIONAL L. ./? 3 11 13 #5 WAS/ft tz VIETNAMESE MARTYRS: TENANT IMPROVEMENT 6801 S. 180TH STREET • TUKWILA, WA 98188 •1 112.040 Plot Date: 5/15/13 John Foley 12.040 Permit Submfttal_AC16.pin JQ W Q l LnW DERICK ARCI O W LS NO. DATE DESCRIPTION -u WIN .• /AM =MI - 4;_:1111 •� MI MEM MIMI NM MINIM C. E� 5/15/13 ROOF FRAMING PLAN This document represents a proprietary design owned by the architect and shall not be used on other projects or additions to this project or for completion of this project by others except by prior arrangement In writing. Copyright m Wednesday, May 15, 2013 by Broderick Architects, pilo Mai EX. GLU-LAM BEAM 1/530 n -P EX. GLU-LAM BEAM EX. GLU-LAM BEAM EX. GLU-LAM BEAM EX. GLU-LAM BEAM 1/53.0 M TYP EX. ROOF TRUSSES e 24"o EX. GLU-LAMB AM EX. HOLLOW CORE PLANK EX. 3/4" ROOF 0,,..---- SHEATHING EX. GLU-LAM BEAM EX. GLU-LAM BEAM 0 1/5310 TYP EX. ROOF TRUSSES fa 24"oc EX. GLU-LAM BEAM EX. GLU-LAM BEAM EX. GLU-LAM BEAM ert n ROOF FRAMING PLAN Scale: 1/16" =1'-0" PLAN NOTES: INDICATES EXISTING BEAM A5 NOTED 2. e INDICATES EXISTING ROOF JOIST SPAN AND EXTENTS REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 7 2013 City of Tukwila BUILDING DIVISION bj3l7s D O11HATIEB CT - ; 7013 REID MIDDLETON, INC. D I CII5nV/C SEP 05 20.2 REID MIDDLETON, INC. c�'�°F ;i • p wASG11 0, 221541, � ` Il 13 IONAL I M I VIETNAMESE MARTYRS: TENANT IMPROVEMENT 6801 S. 180TH STREET • TUKWILA, WA 98188 I D 1 112.040 Plot Date: 5/15/13 John Foley 12.040 Permit Submittal_AC16.ptn DERICK ARCI 1 • NO. I DATE I DESCRIPTION 2 .---,722 U dC Q 2a0 w O.0M O. a U z 0 r- U Q Fd v Pa CD ?1- J_ CZ = W m O. C.) M 0 V) c' N 0 n 0 0 I 5/15/13 I B I ROOF FRAMING PLAN (2)3/4".MB EX ROOF PANELS EX c8 PURL.IN 1/4 FIELD VERIFY FLANGE THICKNESS �.....�..,....:. TYP in �i L 3/8" TAB 1E TOP TRACK w/ 1/2"0 1'1B 6 48"oc NEW 5/8" PLYWOOD TYP. FINISH PER ARCH SOLID WEB BLOCKING w/ 1/2"N 11RU-BOLTS e 18"oc EX. C3 PURLIN VERIFY LOCATION (2) ROWS l0d COMMONS 9 12"oc STAG -,CER 6", TYP EX. STEEL BENT DIFFUSER PER ARCH'L NEW C Sx115 BLOCKING AT PURLIN MID -SPAN, TYP. COPE A5 REQ'D NEW 1455 4x4xi/4 NEW 3625162-33 STUDS 6 16"oc EX. SUSPENDED CEILING SYSTEM EX. SUSPENDED CEILING SYSTEM GWB PER ARCH'L� EX, DBL 2x PLATE EX. BLKG EX. ROOF 5HEATHING (2) NEW STRIPS OF 3/4" CDX PLYWOOD SHEATHING, EACH 12" WIDE t FOR TWO JOISTS BAYS. APPLY PL1000 ADHESIVE * SCREW EACH INDEPENDENTLY TO THE EX 3/4" ROOF SHTG. w/ *10 SCREWS (3) ROWS 6 4"oc 4005I62-33 6 24"oc JOISTS (41 * S TEK SCREW EACI-I JOIST TO STUD EX. ROOF 5HEATHING EX, DBL 2x PLATE 4005162-33 LEDGER w/ 5/8"4> WELDED THREADED STUDS 6 48"oc EX. ROOF SHEATHING EX. ROOF PANEL EX 2x LEDGER EX. BLKG - EX. Z -BRACE EX. CONC. TILT -UP PANEL SIMPSON LTTI31 AT EA. EX. ROOF JOIST EX. CONC. TILT -UP PANEL 1/2". SIMPSON TITEN HD ANCHOR 0 221/2"oc HORIZ EMBEDDED 5" BRACKET FROM 3/16 "x4"x48" FLAT BAR 48"oc w/ 21/2" SCREWS 6 4"oc (2) ROWS INTO BUILT-UP PLYWOOD • N. I/2" 4, SIMPSON TITEN HD ANCHORS 9 221/2" HORIZ EMBEDDED 5' EX. CONC. TILT -UP PANEL EX, WAKK PANELS- 5/8". ALL -THREAD ANCHOR e 221/2"oc HORIZ. EMBEDDED 5" INTO EPDXY Ix2 STOP PER ARCH'L REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 7 2013 City of Tukwila BUILDING DIVISION a H55 BRACING PER PLAN, SEE 12/53.0 FOR CONNECTION EX. STEEL BENT EX. STIFFENER IE EX. FLANGE fE BEYOND fE 3/8"x5"x0'-l" - fiE 1/2"xl" EACH SIDE !tact and shall - EX. STEEL FRAME EX. STIFF fE EX FLANGE 1 3/4" . PIN NEW 3/4" COVER 1E, TYP STD TURNBUCKLE TYP. EX. STEEL FRAME EX. FLANGE fE 1 1/4". THREADED ROD EX. FLANGE IE * 3 CLEVIS SECTION 11/2". 1'-0" 1/2" WEB DOUBLER IE FULL DEPTH OF COL. E.S. OF WEB, TYP EX. ROOFING EX C8 PURLIN EX. ROOFING SIMPSON ,435 9 32"oc NAILING PER PLAN 13/4x11-143 LVL CONT.N SIMPSON 1.10, EA. SIDE, EA. STRINGER SIMPSON A35 6 6'-0"oc EA. SIDE, EA. JOIST SHEATHING PER PLAN (72)(6 a 16 "oc PLATFORM FRAMING NAILING PER PLAN 1 3/4 x 111/8 LVL BLOCKING SIMPSON 435 a 32"oc SI-IEATHING PER PLAN TJI JOISTS PER PLAN EX. WALL FRAMING 2x12 PT STRINGER 9 24"oc, TYP 2x12 PT PLATE w/ I/2" m TITEN HD g 24"oc 600T200-33 TOP TRACK w/ (2) * 12 SELF - TAPPING SCREWS, TYP NEW SHEATHING PER PLAN 1 3/4" x Ills" RIM JOIST NEW SHEATHING PER PLAN NEW TJI JOISTS PER PLAN 600T200-33 TOP TRACK w/ (2) * 10 SELF- TAPPNG SCREWS, TYP 6005162-33 STUDS a I6 "oc NAILING PER PLAN 6x6 PT w/ 5/8" b TITEN HD 9 48"oc A35 9 32"oc 13/4"x111f3" LVL 5 10 15 EX CS PURLIN 6001200-43 6 2'-0"oc w/ (2)1'12 SELF -TAPPING SCREWS EACH END NEW SHEATHING PER PLAN SIMPSON 'ITT' JOIST HANGER LVL PER PLAN V, CC Il Qelro Wcc C) 2 W F - 2Q < W 00 CO r O) cte 6801 S. 180TH STREET • TUKW 1 m U. 0 02 1.0 1.0 O a 0 0 N 206.682.7525 1 DESCRIPTION z 0 0 J a Q C 2 m W a a U Z 0 0 J a m a C.11 Z 0 03 m W 0 a 0) 0) 0 0) N Q 0) 0 1) 0 1 ,435 32"oc 111E1111 1111E111 EX. 6" SLAB EX 6" SLAB P.T. 6x6 w/ 5/8". SIMPSON TITEN HD a 48"oc 312" MIN. BEARING 3112" MIN. EMBED PER ARCH EX. SLAB EX 6" SLAB 33 MIL BOT. TRACK f./ 5/8"Q TITEN HD 48"oc 1111E111 33 MIL BOT_ TRACK 6/ 5/8"s TITEN HD 48"oc lbw TJI JOIST 4 BLOCKING PER PLAN EX. 6" SLAB 0