Loading...
HomeMy WebLinkAboutPermit D16-0057 - SALAL CREDIT UNION - BUILD OUT BUILDINGSALAL CREDIT UNION 690 STRANDER BLVD D16-0057 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 0005800037 690 STRANDER BLVD SALAL CREDIT UNION DEVELOPMENT PERMIT Permit Number: D16-0057 Issue Date: 4/22/2016 Permit Expires On: 10/19/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BC PARTNERS LLC PO BOX 997 C/0 MK PROPERTY SERVICES LLC, SNOQUALMIE, WA, 98065 RON PIZARRO 821 2ND AVE, STE 410 , SEATTLE, WA, 98104 Phone: (206) 223-4999 MC NORTHWEST LLC Phone: (253) 588-9100 3020 S 96TH ST, LAKEWOOD, WA, 98372 MCNORNL925C8 Expiration Date: 2/28/2018 SALAL CREDIT UNION PO BOX 19340 , SEATTLE, WA, 98109 DESCRIPTION OF WORK: TI BUILD OUT OF AN EXISTING FINANCIAL SERVICES BRANCH BUILDING. DEMO, REPLACE EXISTING ALUMINUM STOREFRON AND INSTALL NEW PARTITIONS, FINISHES, EQUIPMENT, AND FURNITURE. STRUCTURAL REVIEW IS ANTICIPATED FOR EXISTING FRAMING AND FOOTING IMPROVEMENTS. DOMESTIC BACKFLOW RPPA W/HOT BOX. Project Valuation: $213,500.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: YES Type of Construction: IIIB Fees Collected: $4,703.50 Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: '"1- c I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature Print Name: ST PDPC Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NEPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 10: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 12: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 13: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 15: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 16: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 14: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 17: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 18: 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) 11: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 21: ***PUBLIC WORKS PERMIT CONDITIONS*** 22: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 23: ***BUILDING PERMIT CONDITIONS*** 24: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 25: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 26: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 27: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 28: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 29: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 30: 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. 31: 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). 32: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 33: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5190 BACKFLOW - WATER 1700 BUILDING FINAL** 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0502 LATH & GYPSUM 1600 PUBLIC WORKS FINAL 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.Rov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For o ice 11 Li1p use onl 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 Site Address: 640 Strander Blvd. 98188 Tenant Name: Salal Credit Union King Co Assessor's Tax No.: 0005800037 Suite Number: Floor: New Tenant: ❑ Yes J ..No PROPERTY OWNER Name: Ron Pizarro Name: The Jacobsen Group City: Seattle State: WA Zip: 98104 Address: 1326 4th Ave., Suite #340 Email: rpizarro@nelsononline.com City: Seattle State: WA zip: 98101 CONTACT PERSON — person receiving all project communication Name: Ron Pizarro Address: 821 2nd Ave., Suite #410 City: Seattle State: WA Zip: 98104 Phone: (206) 223-4999 Fax: (206) 223-4990 Email: rpizarro@nelsononline.com GENERAL CONTRACTOR INFORMATION Company Name: Merit Construction Northwest Address: 3020 S. 96th Street City: Lakewood State: WA Zip: 98499 Phone: (253) 588-9100 Fax: (253) 588-9186 Contr Reg No.: MCNORNL925C8 Exp Date: 02/28/2018 Tukwila Business License No.: BUS -0996912 H:\Applications\Forms-Applications On Line\201 I Applications \Permit Application Revised - 8-9-11.docx Revised: August 201 I bh ARCHITECT OF RECORD Company Name: EHS, A Nelson Company Architect Name: Charles Fritzemeier Address: 821 2nd Ave., Suite #410 City: Seattle State: WA Zip: 98104 Phone: (206) 223-4999 Fax: (206) 223-4990 Email: cfritzemeier@nelsononline.com ENGINEER OF RECORD Company Name: Quantum Consulting Engineers, LLC Engineer Name: Todd Schoentrup Address: 1511 3rd Ave., Suite #223 City: Seattle State: WA Zip: 98101 Phone: (206) 957-3919 Fax: (206) 957-3901 Email: tschoentrup@quantumce.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Salal Credit Union Address: P.O. Box 19340 City: Seattle State: WA Zip: 98109 Page 1 of4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 207,000 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ Tenant improvement build -out of an existing financial services branch building. Scope of work includes demolition, replacement of existing aluminum storefront, and the installation of new partitions, finishes, equipment, and furniture. Structural review is anticipated for existing structural framing and footing improvements. Mechanical, Plumbing, and Electrical design/construction under separate application. Signage design/installation under separate permit. Will there be new rack storage? ❑ Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide AH Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 29 Compact: Handicap: 2 Will there be a change in use? 0 Yes ▪ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable. combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. 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. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC In Floor 2,227 2,227 0 0 III -B B 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 29 Compact: Handicap: 2 Will there be a change in use? 0 Yes ▪ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable. combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. 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. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 • PUBLIC WORKS PERMIT INFORMATION — 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 .. Highline ❑...Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑...Civil Plans (Maximum Paper Size -22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 11 11 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size ," WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN I R AUTH Signature: Print Name: Ro ZED AGENT: Pizarro S, A Nelson Company) Mailing Address: 821 2nd A e., #410 H:\ApplicationsTorms-Applications On Line\20I I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 03/02/2016 Day Telephone: (206) 886-3919 Seattle WA 98104 City State Zip Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAMEcALA . Com, v 0.3 1 PERMIT #'A I (0^O65 • 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 Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 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) 6,s vo $250 (1) S-c>o • I CZ. TO 5. Enter total excavation volume Enter total fill volume i11).-cubicyards ►� i4 cubic yards Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. 1 6, 2- Sa (4) RECEIVED CITY OF TUKWILA 3 2016 QUANTITY IN CUBIC YARDS RATE Arlt . Up to 50 CY C FI-. PERMIl 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 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 Fees CENTER $ IA (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 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. Approved 09.25.02 Last Revised 01/15/16 aEV'°N b1OOS7 CCPR LTR# 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) $ It�2.gb (6) 7. Pavement Mitigation Fee $ N ! n 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 Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. (7) $ N nor (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101— 1,000 $37.00 for 1st 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 1St 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for lS` 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/15/16 2 s BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A 1 fso 1A - Total A through E $ 5' (9) 11. 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 $ DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ (10) 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. WATER METER FEE Permanent and Water Only Meters Size (inches) Ins • . tion Cascade Water Alliance RCFC 01.01.2016 —12.31.20 Total Fee 0.75 $625 $600 $6630 1 $1125 $).612.50 $16,137.50 1.5 $2425 0,025 $32,450 2 $2825 $48,c40 $50,865 3 $4425 $96,080 $100,505 4 $7 : $150,125 $157,950 6 12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01/15/16 Temporary Meter 0.75" $300 2.5" $1,500 3 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT PermitTRAK QUANTITY I PAID $3,129.78 D16-0057 Address: 690 STRANDER BLVD Apn: 0005800037 $3,129.78 DEVELOPMENT $2,425.60 PERMIT FEE R000.322.100.00.00 0.00 $2,421.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PUBLIC WORKS $575.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $162.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $162.50 TECHNOLOGY FEE $129.18 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R8283 R000.322.900.04.00 0.00 $129.18 $3,129.78 Date Paid: Friday, April 22, 2016 Paid By: SKOTT POPE Pay Method: CREDIT CARD 101678 Printed: Friday, April 22, 2016 2:00 PM 1 of 1 CPWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT ( QUANTITY PAID PermitTRAK $1,573.72 D16-0057 Address: 640 STRANDER BLVD Apn: 0005800037 $1,573.72 DEVELOPMENT $1,573.72 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R7838 R000.345.830.00.00 0.00 $1,573.72 $1,573.72 Date Paid: Friday, March 04, 2016 Paid By: MIA MARSHALL Pay Method: CREDIT CARD 08593D Printed: Friday, March 04, 2016 4:08 PM 1 of 1 CR!SYSTEMS INSPECTION RECORD Retain a copy with permit INSCTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1)16,- 0057 Pect: roS4LAL 2L rr 1,1,0io J Ty of Inspection: .^ 1 /Ll)i,d6 — /AAL Address: 'Ji' SAwlir'k -N-6 Date Called: Special Instructions: Date �p(a ed://c j �// a.m. p.m. Reque ter: A / 1N Phone o: A-3 —'3413 -0 7Cs Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date4144 r /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 bit 61 "00 S-% 1NSPE TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: SALAL neeb,rt� 0,,,,,,/ Type of Inspection: $uSf JDA Date Called: Gl f& Address: 90 Sigwtele 131-vL Special Instructions: Date Wanted. a.m-71 Requester: Phone No: EgiiApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:7 Date: o REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. MINSPECTION RECORD Retain a copy with permit '^'`VECTION NO. 06-005-7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proigcti, f Type of Inspection: Add s. Date Called: Special Instructions: cfcu f a k tdS Date an� d: 7 ��-14' e Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OM MENTS: Inspector: Date: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. fe INSPECTION RECORD Retain a copy with permit I TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D/6—OCJ 7 Project: SC? Type f Inspection: J ((pl� y �f � A ress: - /� Da Called: &qt. e0-- sitik- ct - c3 pecia% Instructions: �1 �J ���y c_D 1 a (7() Date Wanted: �I 6 i l a.m. P.m. Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 d v( Vl..l J'L dk- i- 66 CiC iffrd &qt. e0-- sitik- ct - c3 f Cm I ( y, v i kS e_Cis(° Inspector: Dater / 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 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' ct `� i TYpg� yofflInsp60. �ctio- A fo J/ kot rl 1r�'ct'i�ons: L� 6(Li� Date Called: Special Inst 1 •eri o� [,,�(� A � tf�- `� Date Wanted: 6 +� 6-16 fp a.m. m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 1 Inspector: Dat j6_1-6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P16-601-7 Project: ��� Type of Inspection: / ` Address:'eart( S`r' e -N' 6 (t/e( Date C1�d: _1(o Special Instructions: ``%` etr l:0 r u 1 � tr Date W nted: (C/ a.m. p.m. Requester: Requ"`r(C Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: f (A - Inspector: Date REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 /(206) 431-36 Permit Inspection Request Line (206) 438-9350 <� P(6 -005-7 Pro ect..� o � (61 Creel( Type f Inspection: Cs�G� �r • t Ad r s: ytra ("Litt_ 6( voi Date Cgll d: Special Instructions: 44 4 �1 r 0 S tE„__ f G Date ,Wa ed: p tc a.m. p.m. Requester: Phone No: IDApproved per applicable codes. EJCorrections required prior to approval. COMMENTS: 'Ur( Inspector: Date _3 `/, 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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type 1 /. . r',a� 1 Mvl 04i of Inspection: ,r�A- 7 Address:/ Suite #: (q `iG1-eiv Contact Person: Special Instructions: Occupancy Type:, Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:, ,.- ,1 /A --it 4, -- 13r7ve 1 / i /,.., e. eu lie '' 6,- %" 5..e,y di ee f C c 4 OUl Jiv �r/ t 4/s4- ,,,..," 0--,/'.-a4e/G"%:.-j:.(- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:, Inspectof /i 5: Date: am, 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 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit I (7-- C- /14 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 5�- L a z Gr -A-1- u,�,o� Type of Insp ction: A4 -a L 1 Address: 4,90 Suite #: <'. p,G ,Pr \ Contact Person: Special Instructions: Occupancy Type: Phone No.: -Approved per applicable codes. Corrections required prior to approval. COMMENTS: Z-. 0K. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 14,E c --t Date: --)62/3 1 I b Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 BULLETIN NO: ESFF804 (800) 736-0238 FAX: (904) 783-6965 L http://www.hot-box.com Email: hotboxsales@hps.hubbell.com CERTIFIED • 4 HEATED "ORIGINAL" FLIP TOP FIBERGLASS ENCLOSURES: SPECIFICATION: The enclosure, certified to ASSE 1060, shall be of min. Vs" tk. thixotropic polyes- ter resin reinforced with fiberglass strand. Molded exteriors will be a smooth, yach quality finish, protected w/UV inhibited isopthalic polyester gel coat. Non -molded products will utilize an "industrial" exterior texture, with the same gel coated finis Insulation shall be min. 11/4" tk. (R8), uni-cellular, non -wicking, polyisocyanate fo Enclosure shall utilize a lockable flip top design, for maintenance access through li without removal of the entire unit. Molded product shall utilize an overlapping lid seam design for weather proofing and vandal resistance. Drains shall be sized for port backflow discharge and designed for "one way" exit, inhibiting intrusion of de- bris and/or vermin. Enclosure shall be anchored to a concrete slab or GLASSPADTM from within the enclosure w/steel anchors and require a single lock for security RECEIVED APR 14 2016 rurauc WORKS Models Nos: HF011019022 through HF026070045 - Fibergless- MONftD 40001... v Fbergless color "I6° is • •sided il AtO R► eb QED FOR CODiPLIARCE APR 2 2 2016 Models Nos: 14F035045035 giro City dIHfQs2ostosx 1B JI • ;d±:i •G DI purposes. Heat will protect the piping and equipment from exterior temperatures to -30°F and be thermostatically controlled. UL or ETL listed self-regulating cable(s) or wall mounted air heater(s) will be sized to maintain the equipment at +40°F, in accordance with N.F.P.A. 3-3.1.8 & 3-6.1.3.2. Heat source shall be mounted a minimum of 7" above the slab unless it is UL or ETL certified and NEC approved for submersion. Power source shall be installed inside the enclosure by others, protected with a ground fault interrupting receptacle (GFI) or GFI circuit — ref UL 943. N.E.M.A.3R. HINGED D - ADJUSTABLE INTERNAL ANCHOR (TYP. � 1 RECEIVED C1,TY OF TUKWILA LOCK I R 13 2016 HAOPANO BTAPLE FLANGE PERMIT CENTER ORAINPORI LOW PROFILE Series' Hot Box w/ Heat Old Hot Box w/Heat Inside Width Inside Length Inside Height Heat Shipping Weight Pad Size GlassPad Old GlassPad No. HF011019022 HB.75 11 19 22 30W 30# 28 x 20 GG019027005 GP.75 HF013027023 HB1 13 27 23 60W 40# 36 x 22 GG021035005 GP1 HF013027035 HB1T 13 27 35 60W 50# 36 x 22 GG021035005 GP1 HF021033025 HB1.5 21 33 25 60W 60# 44 x 32 GG030042005 GP1.5 HF013039028 HB2 13 39 28 90W 55# 50 x 24 GG021047005 GP2 _ HF013039036 HB2T 13 39 36 _90W _ 65# 50 x 24 GG021047005 GP2 HF013047028 HB2S 13 47 28 90W 70# 58 x 24 N/A N/A HF013047036 HB2ST 13 47 36 90W 100# 58 x 24 N/A N/A HF026070045 HB3N 26 70 45 1000W 285# 82 x 38 N/A N/A HF026083045 HB3NS 26 83 45 1500W 365# 95x38 N/A N/A HF026070055 HB3E 26 70 55 1500W 375# 82 x 38 N/A N/A HF026083055 HB3ES 26 83 55 1500W 395# 95 x 38 N/A N/A HL035045035 HB3000 35 45 35 1000W 265# 57 x 47 GG046055005 GP3000 HL044053044 HB4000 44 53 44 1000W 290# 65 x 56 GG055063005 GP4000 HL052061052 HB5000 52 _ 61 _ 52 1500W 455# 74 x 64 GG063074005 GP5000 OPTIONS: OPTION COLOR VENT(S) EXHAUST ALARM ALARM HEAT LIGHT(S) OTHER TYPE SIZE CORRECTION PHASE VOLTAGE QUANTITY MEMBERS OF: Job Name Contractor Job Location Approval Date: Engineer Contractor's P.O. No. Date: Representative Approval 1 WILKINS® a ZURAto company Model 375XL Reduced Pressure Principle Assembly SPECIFICATION SUBMITTAL SHEET wrcxiiws LEAD FREE FEATURES Sizes: ❑ 1/2" ❑ 3/4" 1" ❑ 1-1/4" U 1-1/2" ❑ 2" Maximum working water pressure 175 PSI Maximum working water temperature 180°F Hydrostatic test pressure 350 PSI End connections Threaded FNPT ANSI B1.20.1 Certified to NSF/ANSI 61-G OPTIONS (Suffixes can be combined) ❑ - with full port QT ball valves (standard) ❑ L - less ball valves, male pipe thread ❑ S - with Model SXL lead-free bronze "Y" type strainer ❑ SH - with stainless steel handles Cl FT - with integral male 450 flare SAE test fitting ❑ AG - with air gap ❑ SAG - with Model SXL lead-free bronze "Y" strainer and air gap ❑ BOF - with Blow out/Flush fitting ❑ B - with black fusion epoxy coated ball valves & struts for theft protection ACCESSORIES ❑ Repair kits ❑ Thermal expansion tank (MdI. XT) ❑ Soft seated check valve (Md1.40XL) ❑ Shock arrester (Model 1250XL) ❑ QT -SET Quick Test Fitting Set ❑ Test Cock Lock (Model TCL24) ❑ Blow out / Flush fitting (RK34-375BOF (1/2" or 3/4"), RK1-375BOF or RK114-350-375B0F) APPLICATION Ideal for use where lead-free* valves are required. Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contaminated water into the potable water supply. Assembly shall provide pro- tection where a potential health hazard exists. STANDARDS COMPLIANCE • ASSE® Listed 1013 • IAPMO® Listed • CSA® Certified B64.4 • AWWA compliant C511 • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California • NSF® Listed -Standard 61, Annex G (3/4" - 2") • UL® Classified (less shut-off valves only, 3/4"-2") • C -UL® Classified (less shut-off valves only, 3/4"-2") LEAD PLUMBING LAW COMPLIANCE (CA H&S Code §116875, VSA §2470h) *(0.25% MAX. WEIGHTED AVERAGE LEAD CONTENT) • Lead Plumbing Law Certified by IAPMO R&T • Annex G Certified by NSF International (3/4" - 2") MATERIALS Housing Fasteners Elastomers Internals Springs Ball Valves Struts Reinforced Nylon, FDA approved Stainless Steel, 300 Series Silicone (FDA Approved) Buna Nitrile (FDA Approved) Delrin, Nylon, NSF Listed Stainless Steel, 300 series Cast Bronze, ASTM B 584 Forged Brass, ASTM B 124 OPTIONAL LEAD-FREE STRAINER (MODEL SXL) H DIMENSIONS & WEIGHTS (do not include pkg.) A F (1/2"-1") A F ( 1-1/4"-2" ) rC B MODEL 375XL SIZE in. mm DIMENSIONS (approximate) WEIGHT in. A mm A LESS BALL VALVES in. mm B in. mm c in. mm D in. mm E in. mm F in. mm G In. mm H in. mm m. J mm LESS BALL VALVES lbs. kg WITH BALL VALVES lbs. kg 1/2 20 8 7/8 225 n/a n/a 11516 49 1 5/8 41 215/16 75 3 7/8 98 121/4 311 3 76 10 7/8 276 12 1/4 311 4.7 2.1 5.7 2.6 3/4 20 8 7/8 225 7 1/8 181 115/16 49 1 5/8 41 215/16 75 3 7/8 98 12 5/8 321 3 76 11 279 121/4 311 4.7 2.1 5.7 2.6 1 25 11 3/16 284 8 7/8 225 21/4 57 21/4 57 3 7/16 87 4 102 14 9/16 370 4 102 13 3/4 349 15 1/4 387 8.2 3.7 9.7 4.4 1-1/4 32 14 7/8 378 14 3/8 367 3 3/8 86 3 3/8 86 3 3/4 95 5 3/4 146 201/2 521 3 3/4 95 18 457 18 1/2 470 18.7 8.5 20.5 9.3 1-1/2 40 15 1/4 387 14 3/8 367 3 3/8 86 3 3/8 86 3 3/4 95 5 3/4 146 22 559 4 1/2 114 18 3/4 476 20 1/4 514 18.3 8.0 21.5 9.8 2 50 16 406 14 3/8 367 3 3/8 86 3 3/8 86 3 3/4 95 5 3/4 146 24 610 4 3/4 120.7 20 3/4 527 20 3/4 527 19.4 8.8 23.5 10.7 (Patent No. 6 ,513,543, 7,784,483 & 7,905,250) DOCUMENT BF-375XL/(S M) REVISION: 7/12 Page 1 of 2 WILKINS a Zum 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: 877 -BACKFLOW (877-222-5356) • Website: http://www.zurn.com SALAL CREDIT UNION PC BCX 19340, SEATTLE, WA 96109-1340 • 600.562.55115 • SALALCU.ORG April 12, 2016 To Whom It May Concern: RE: ADA Hardship Letter As the applicant for the above mentioned improvement project, t have understood the attached. Sincerely, Skott Pope Senior Vice President Retail Financial Services Sala! Credit Union CORRECTION opsi REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2016 City of Tukwi $ BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 13 2016 PERMIT CENTER MERIT CONSTRUCTION NORTHWEST April 11, 2016 Ron Pizarro Nelson 821 20 Avenue Suite 410 Seattle, WA 98104 RE: ADA Pricing Items Ron, Below is the ROM pricing for the 5 potential ADA items you have Identified for the Sala! Credit Union Branch in Tukwila. These item are based on your sketches and e-mail provided on 2/17/16 and 4/11/16. I have also attached the sketches you Included and a photograph of the current water heater in each of the restrooms. ADA Item #1 - Update Path of Travel to New Entry - ROM a $18,000 ADA item #2 - Update ADA Parking (assumes sewer lid can be reused and raised with risers) - ROMa $28,000 ADA Item #3 - Provide new path of travel from entrance to public right of way - ROM a $39,000 ADA item #4 - Provide ADA compliant hot water heater and bathroom accessories in (2) restrooms - ROM - $7,500 ADA Item #5 - Relocate walls and ceiling to meet ADA requirement for toilet and sinks, new toilets and sinks included - ROM $14,500 Feel free to contact me with any questions. Sincerely, Alec Burkhieimer Project Manager 4. 3020 South 96th St • It t xd. t 98499 TE1253-588-91q-FAX 253-58-9186 r=stra.c ' 'ft 7,0 ,.tt zt • ,114.0014,01., .•••• '414, . . ADA Item #5 FINANCI t SERVIc1ES 21 QUANTUM CONSULTING ENGINEERS FIL March 2, 2016 RECEIVED CITY OF TUKWILA MAR 0 4 2016 'DERMIT CENTER STRUCTURAL CALCULATIONS (Permit Submittal) SALAL CREDIT UNION TUKWILA BRANCH REMODEL 690 Strander Blvd Tukwila, WA 98188 Quantum Job Number: 16062.01 Prepared for: EHS DESIGN — A NELSON COMPANY EXCHANGE BUILDING 821 2nd Avenue, Suite 410 Seattle, WA 98104 11(p. Prepared by: QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 REVIEWED FOR CODE CQMPLIANCE ,'" APPROVED s` APR 2 2 2016 City ofTukwila BUILDING DIVISION 11 QUANTUM I CONSULTING ENGINEERS STRUCTURAL DESIGN CRITERIA SALAL CREDIT UNION 690 STRANDER BLVD TUKWILA, WA 98188 QUANTUM JOB NUMBER: 16062.01 CODE CRITERIA: BUILDING CODE 2012 INTERNATIONAL BUILDING CODE BUILDING DEPARTMENT CITY OF TUKWILA ROOF SNOW 25 PSF SOILS CRITERIA: ALLOWABLE BEARING PRESSURE 1,500 PSF FROST DEPTH 18" MIN. ACTIVE SOIL PRESSURE (RESTRAINED / UNRESTRAINED) 55 PCF/35 PCF PASSIVE SOIL PRESSURE 300 PCF COEFFICIENT OF FRICTION 0.30 MATERIALS CRITERIA: CONCRETE (28 DAY STRENGTH): FOUNDATION/S.O.G f'c=2,500 PSI REINFORCING STEEL: GRADE 40 Fy=40,000 PSI STRUCTURAL STEEL: MISCELLANEOUS SECTIONS: A-36 Fy=36,000 PSI TUBE SECTIONS: A-500 Fy=46,000 PSI WELDING Fy=70,000 PSI LIGHT GAUGE STEEL: 43, 33 AND 30 MIL.: ASTM A-446 GRADE A Fy=33,000 PSI 92, 68 AND 54 MIL.: ASTM A-446 GRADE D .... Fy=50,000 PSI WELDING Fy=60,000 PSI WOOD FRAMING: 2X, 3X, & 4X FRAMING MBRS HF#2 OR DF#2 WOOD SHTG APA RATED I STRUCTURAL DESIGN CRITERIA SALAL CREDIT UNION 690 STRANDER BLVD TUKWILA, WA 98188 QUANTUM JOB NUMBER: 16062.01 ASSEMBLY WEIGHTS EXISTING ROOF LOADS COMMENTS GRAVITY: ROOFING 3.0 PSF PLYWOOD SHEATHING 1.5 PSF ROOF TRUSSES/JOISTS @ 24" 0.C. 2.0 PSF INSULATION 1.0 PSF GWB 2.8 PSF SPRINKLERS 2.0 PSF MECH. & ELECT. 1.0 PSF MISCELLANEOUS 1.7 PSF ROOF DL 15.0 PSF SL = 25 PSF 2 3 Project: Salal CU - Tukwila, WA Model: Typ. Header above Sliding Glass Doors NASPEC 96.0 Date: 3/1/2016 RSSyr4441. NO H -T. of t fst 000r4-eeCe1.4 Unif Ld lb/ft R1 12.50 ft Section : (2) 800S162-54 Boxed C Stud (X -X Axis) Maxo = 4392.5 Ft -Lb Moment of Inertia, I = 11.403 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 33.0 ksi Va = 4182.6 Ib R2 0 Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 1875.0 0.427 1875.0 None 4392.5 0.427 0.157 L/957 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 600.0 1.00 758.4 1327.2 0.0 0.41 No R2 600.0 1.00 758.4 1327.2 0.0 0.41 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor V/Va M/Ma Unstiffen Stiffen R1 600.0 0.0 1.00 0.14 0.00 0.02 NA R2 600.0 0.0 1.00 0.14 0.00 0.02 NA Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 General Section Property Calculator Project Title: Engineer: Project Descr: Project ID: Printed: 1 MAR 2016, 10:41AM File = M:IEHS Design116062 - Salal TukwilalCalcslsalal cu - framing.ec6 ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Lic. # : KW -06005835 Licensee : QUANTUM CONSULTING ENGINEERS Description : (E) Glulam Beam at Roof with Side Channels Final Section Properties Total Area 122.305 inA2 Calculated final C.G. distance from Datum : X cg Dist. .000030 in Y cg Dist. -0.5401 in Edge Distances from CG. : +X 5.613 in -X -5.613 in +Y 11.040 in -Y -9.960 in Ixx = 4,504.81 in^4 IYY = 398.266 in^4 Sxx : - Y 452.296 in^3 Sxx : +Y 408.040 inA3 Syy : - X 70.960 inA3 Syy : +X 70.955 inA3 I xx 6.069 in r YY 1.805 in General Shapes CG Rect :1 Height = 21.000 in Width = 5.125 in Rotation = 0 dec CCW Area = 107.625 inA2 Xcg = 0.000 in Ixx = 3,955.219 in^4 Sxx = 376.688 inA3 Rxx = 6.062 in Ycg = 0.000 in Iyy = 235.570 in^4 Syy = 91.930 inA3 Ryy = 1.479 in Steel Shapes C12x25 :1 Ixx = 144.000 inA4 Rotation = 0 dec CCW Area = 7.340 inA2 Iyy = 4.450 in^4 Xcg = 3.237 in Height 12.000 in Sxx = 24,000 inA3 Ycg = -4.500 in Width 3.050 in Syy = 6.602 inA3 C12x25 : 2 Ixx = 144.000104 Rotation = 180 dec CCW Area = 7.340 inA2 Iyy = 4.450104 Xcg = -3.237 in Height 12.000 in Sxx = 24.000 inA3 Ycg = -4.500 in Width 3.050 in Syy = 6.602 inA3 5- Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer: Project Descr: Steel Beam Project ID: Printed: 1 MAR 2016, 10:51AM File = M:1EHS Design116062 - Salal Tukwila\Calcslsalal cu - framing.ec6 ENERCALC, INC.1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Description : Steel Side Channel at Existing Roof Beam CODE REFERENCES Licensee : QUANTUM CONSULTING ENGINEERS (cia E+i-c1+ ;tAE or (M Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Load Combination ASCE 7-10 Fy : Steel Yield : E: Modulus : Roof .S,1ow z D(0.19) S(0.315) 36.0 ksi 29,000.0 ksi (25 ir)(/S'Psr t z - rsf) i i i Span = 26.580 ft C12x25 2 Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.190, S = 0.3150 k/ft, Tributary Width = 1.0 ft, (Trib. Roof Loads) DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. 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 0.886: 1 C12x25 46.805 k -ft 52.814 k -ft +D+S+H 13.290ft 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 0.853 in Ratio = 0.000 in Ratio = 1.437 in Ratio = 0.000 in Ratio = 373 0 <240 222 0 <180 Design OK 0.117:1 C12x25 7.044 k 60.066 k +D+S+H 0.000 ft Span #1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Summary of Moment Values Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Summary of Shear Values Va Max Vnx Vnx/Omega +D+H Dsgn. L = 26.58 ft +D+L+H Dsgn. L = 26.58 ft +D+Lr+H Dsgn. L = 26.58 ft +D+S+H Dsgn. L = 26.58 ft +D+0.750Lr+0.750L+H Dsgn. L = 26.58 ft +D+0.750L+0.750S+H Dsgn. L = 26.58 ft +D+0.60W+H Dsgn. L = 26.58 ft +D+0.70E+H Dsgn. L = 26.58 ft +D+0.750Lr+0.750L+0.450W+H Dsgn. L = 26.58 ft +D+0.750L+0.750S+0.450W+H Dsgn. L = 26.58 ft +D+0.750L+0.750S+0.5250E+H Dsgn. L = 26.58 ft +0.60D+0.60W+0.60H Dsgn. L = 26.58 ft 0.360 0.360 0.360 0.886 0.360 0.755 0.360 0.360 0.360 0.755 0.755 0.216 0.048 0.048 0.048 0.117 0.048 0.100 0.048 0.048 0.048 0.100 0.100 0.029 18.99 18.99 18.99 46.81 18.99 39.85 18.99 18.99 18.99 39.85 39.85 11.39 18.99 18.99 18.99 46.81 18.99 39.85 18.99 18.99 18.99 39.85 39.85 11.39 88.20 88.20 88.20 88.20 88.20 88.20 88.20 88.20 88.20 88.20 88.20 88.20 52.81 52.81 52.81 52.81 52.81 52.81 52.81 52.81 52.81 52.81 52.81 52.81 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.86 2.86 2.86 7.04 2.86 6.00 2.86 2.86 2.86 6.00 6.00 1.71 100.31 100.31 100.31 100.31 100.31 100.31 100.31 100.31 100.31 100.31 100.31 100.31 60.07 60.07 60.07 60.07 60.07 60.07 60.07 60.07 60.07 60.07 60.07 60.07 6 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Lic. # : KW -06005835 Description : Load Combination Project Title: Engineer: Project Descr: Steel Side Channel at Existing Roof Beam Max Stress Ratios Segment Length Span # M V Project ID: Printed: 1 MAR 2016, 10:51AM File = M\EHS Design116062 - Salal Tukwila\Calcslsalal cu = framingec6 ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERS Summary of Moment Values Summary of Shear Values Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx1Omega +0.60D+0.70E+0,60H Dsgn. L = 26.58 ft Overall Maximum 1 0.216 0.029 11.39 Deflections Unfactored Loads 11.39 88.20 52.81 1.00 1.00 1.71 100.31 60.07 Load Combination Span Max. "- Defl Location in Span Load Combination Max. "+" Defl Location in Span D+S Vertical Reactions - Unfactored 1 1.4367 13.423 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum D Only S Only D -FS Steel Section Properties 7.044 2.857 2.857 4.186 7.044 C12x25 7.044 2.857 2.857 4.186 7.044 Depth Web Thick Flange Width Flange Thick Area Weight Kdesign its Ycg Xcg Xp Eo • 12.000 in = 0.387 in = 3.050 in • 0.501 in • 7.340 in^2 • 25.000 plf = 1.130 in 1.000 in 6.000 in 0.674 in 0.306 in 0.746 in Ixx Sxx R xx Zx 1 yy Syy Ryy Zy Ee- 144.00 in84 24.00 1n53 4.430 in = 29.400 inA3 = 4.450 in^4 1.870 in"3 0.779 in = 3.820 iO3 J Cw Ro H Wno Sw Qf Qw Wn2 Sw2 Sw3 0.538 in^4 130.00 in^6 4.720 in 0.909 in 11.000 in^2 5.280 in/4 7.830 in^3 14,800 in"3 5.400 4.000 2.000 • • ■ Moment (k-ft) +++ Doo w ox +Oa N A o * m E v r+ v 2.53 5.18 7,84 10.50 13.16 15.82 18.47 21.13 23.79 26.45 Distance (ft) ■ +D+L+H • +O+L.+H ■ +D+S+H • +D+D.7501.+D.7513L+11 • +D+D.75DL+0.7565+H • +0+0.70E+H • +D+0.7511.+0.750L+0.4SDW+H ■ +0+6.7501+0.75054.0.450W+11 • +D+5.7501+D.7505+0.5250E+H • +0.600+0.60W+6.608 Shear (k) w 3 a 'V V 2.53 ■ +D+H • +D+0.60W+H • +8.61:7+6.70E+5.608 ■ +D+L+H • +0+13.78E+11 5.18 7.84 10.50 13.16 15.82 18.47 21.13 23.79 Distance (ft) ■ +D+L.+H ■ +D+S+H ■ +0+D.750L.+0,75DL+H • +D+0.750L+0.7505+H ■ +0+8.756L.+5.7561+DA5DW+H ■ +D+0.7501+0.7505+DASDW+11 ■ +D+6.7501+5.7555+D.5250E+H • +0.650+D.60W+0.601* 26.45 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing .& Title Block" selection. Title Block Line 6 Steel Beam Description : Project Title: Engineer: Project Descr: Steel Side Channel at Existing Roof Beam Project ID: Printed: 1 MAR 2016, 10:51AM File = M:1EHS Design116062 - Salal TukwilalCalcslsalal cu - framing.ec6 ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERS BEAM--» -0.4 -0.7 -1.1 •1.5 2,39 4.92 7,44 9,97 12.49 Distance (ft) ■ DO•Iy • 5Only ■ 0+5 15.02 17.54 20.07 22.59 25,12 Connection Design Loads: Load Direction: Design Values: Connection Design for Wood Fastener(s) (Reference: 2012 NDS & ASCE 7-10) Snow Load Perpendicular to Grain For a Group of Bolts V = 2000.0 Ib Bolt Information: Chapter 11 & Appendix L (Table L1) Proposed Bolt(s) # of Bolts in Shear, nv Length, L Diameter, D Reduced Diameter, Dr Thread Length, T Min. Edge Distance, ei Min. End Distance, e2 Min. Spacing between Fasteners in a Row, si Min. Spacing between Rows of Fasteners, s2 = 3/4"0 Bolt 2 = 7.00 in = 0.750 in = 0.627 in = 2.000 in = 3.000 in = 3.000 in = 2.250 in = 3.750 in Main Member, Side Member & Site Information: Main Member Specific Gravity, G Main Member Thickness, tm Side Member(s) Side Member Thickness, is Design Loads at an angle to the fastener? Moisture Content <_ 19%? Temperature at Site? Fastener inserted in the end grain of main member? Bolt Layout: Edge Distance End Distance Spacing between Fasteners Spacing between Rows Douglas Fir -Larch 0.50 5.125 in Steel Side Plate 0.500 in No Yes T<_ 100°F No = 3.500 in > el = 12.000 in > e2 = 24.000 in >_ sl = 5.000 in > s2 Allowable Design (ASD) (Double Shear Connection) pL SeVow 2.5ffr 671gr -f-2r Pri)(2-fr) �L--goo F Trak, $ALTr S'p crAt a Pmes (Ch. 11, Table 11.5.1C) (Ch. 11, Table 11.5.1A) (Ch. 11, Table 11.5.1B) (Ch. 11, Table 11.5.1D) L T (Struct. Glued Laminated Timber) (ASTM A 36) (For Double Shear Connection Design, 2t) (Dry Service Conditions) T 1 Dr D IC AR 7b aR QUANTUM CONSULTING ENGINEERS Project: Salal CU Date: 03/01/16 Project No.: 16062 Designer: TJS Client: Sheet: Connection Design for Wood Fastener(s) (Cont'd) Shear Design Check: (Reference: 2012 NDS) D/C - Demand / Capacity Ratio Lateral Design Value (Z): For Double Shear Connection of Bolt(s) Adjusted Design Value, Z' = Z(CD)(CM)(Ct)(C9)(Cp)(Ceg)(KF)(4Z)(A) (Ch. 10, Table 10.3.1) Ref. Design Value, Z = 1890 Ib Load Duration Factor, CD = 1.15 Wet Service Factor, CM = 1.0 Temperature Factor, Ct = 1.0 Group Action Factor, Cg = 1.00 Geometry Factor, CA = 1.00 End Grain Factor, Ceg = 1.00 Conversion Factor, KF = N/A Resistance Factor, cpZ = N/A Time Effect Factor, A = N/A Z' = 2163.3 Ib nvZ' = 4326.5 Ib nvZ' > V (Ch. 11, Table 11A-111) (Ch. 2, Table 2.3.2) (Ch. 10, Table 10.3.3) (Ch. 10, Table 10.3.4) (Ch. 10, Section 10.3.6) (Ch. 11, Section 11.5.1) (Ch. 11, Section 11.5.2) (Appendix N, Table N1) (Appendix N, Table N2) (Appendix N, Table N3) OK, D/C = 0.46 (2) 3/4"0 Bolts x 7 in. long in double shear are adequate to resist the applied design load V/2 4444 4.1 • e4'JB.E; V ASD Only LRFD Only F LRFD Only E LRFD Only QUANTUM CONSULTING ENGINEERS Project: Salal CU Date: 03/01/16 Project No.: 16062 Designer: TJS Client: Sheet: /0 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Column Lic. # : KW -06005835 Project Title: Engineer: Project Descr: Description : New HSS3x3 Interior Post Code References Project ID: Printed: 1 MAR 2016,11:35AM File = M:IEHS Design116062 - Salal TukwilalCalcslsalal cu - framing.ec6 ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERS Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Steel Section Name : Analysis Method : Steel Stress Grade Fy : Steel Yield E : Elastic Bending Modulus Load Combination : HSS3x3x1/4 Allowable Strength 46.0 ksi 29,000.0 ksi ASCE 7-10 Applied Loads Column self weight included : 105.336 lbs * Dead Load Factor AXIAL LOADS ... Beam Reaction: Axial Load at 12.0 ft, D = 6.90, S = 11.50 k DESIGN SUMMARY Overall Column Height 12.0 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (buckling) along columns : X -X (width) axis : Unbraced Length for X -X Axis buckling = 12.0 ft, K = 1.0 Y -Y (depth) axis : Unbraced Length for Y -Y Axis buckling = 12.0 ft, K = 1.0 Service loads entered. Load Factors will be applied for calculations. Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Pa : Axial Pn / Omega : Allowable Ma -x : Applied Mn -x / Omega : Allowable Ma -y : Applied Mn -y I Omega : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Va : Applied Vn / Omega : Allowable Load Combination Results 0.8492 :1 +D+S+H 0.0 ft 18.505 k 21.792 k 0.0 k -ft 5.693 k -ft 0.0 k -ft 5.693 k -ft 0.0 :1 0.0 ft 0.0 k 0.0 k Maximum SERVICE Load Reactions.. Top along X -X Bottom along X -X Top along Y -Y Bottom along Y -Y Maximum SERVICE Load Deflections ... Along Y -Y 0.0 in at for load combination : Along X -X 0.0 in at for load combination : 0.0 k 0.0 k 0.0 k 0.0 k 0.Oft above base 0.0ft above base Load Combination Maximum Axial + Bending Stress Ratios Stress Ratio Status Location Maximum Shear Ratios Stress Ratio Status Location +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+O.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750 L+0.750 S+0.5250 E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H Maximum Reactions - Unfactored 0.321 0.321 0.321 0.849 0.321 0.717 0.321 0.321 0.321 0.717 0.717 0.193 0.193 PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Load Combination X -X Axis Reaction @ Base @ Top Y -Y Axis Reaction @ Base @ Top PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft Note: Only non -zero reactions are listed. Axial Reaction @ Base D Only k k 7.005 k 1/ Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Column Project Title: Engineer: Project Descr: Project ID: Printed: 1 MAR 2016,11:35AM File M: ENS Design116062 - Salal TukwilalCalcslsalal cu - framing.ec6 ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ven6.14.1.26 Lica # :, KW -06005835 Licensee : QUANTUM CONSULTING ENGINEERS Description : New HSS3x3 Interior Post Maximum Reactions - Unfactored Load Combination X -X Axis Reaction @ Base @ Top Y -Y Axis Reaction @ Base @ Top Note: Only non -zero reactions are listed. Axial Reaction @ Base S Only D+S Steel Section Properties HSS3x3x114 k k k 11.500 k k 18.505 k Depth = 3.000 in 1 xx S xx Width = 3.000 in R xx Wall Thick = 0.250 in Zx Area CI = 2.440 in"2 1 yy Weight = 8.778 plf S yy Ryy Ycg = 0.000 in 3.02 in"4 J = 5.080 in"4 2.01 in"3 1.110 in 2.480 in"3 3.020 in"4 C 3.520 inA3 2.010 in"3 1.110 in O 0 Load 1 Y 3.00in 0 N S Loads are total entered value. Arrows do not reflect absolute direction. 6� Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer: Project Descr: General Footing Lic. # : KW -06005835 Description : Project ID: Printed: 1 MAR 2016, 11:39AM File = M:IEHS Design116062 - Salal TukwilalCalcslsalal cu - framing.ec6 ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Interior Spread Footing (F3.5) Code References Licensee,,: QUANTUM CONSULTING ENGINEERS' Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties fc : Concrete 28 day strength fy : Rebar Yield Ec : Concrete Elastic Modulus Concrete Density cp Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. _ Min. Overturning Safety Factor Min. Sliding Safety Factor Add Ftg Wt for Soil Pressure Use ftg wt for stability, moments & shears Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shear : Dimensions 2.50 ksi 40.0 ksi 2,850.0 ksi = 145.0 pcf 0.90 = 0.750 0.00180 1.0 : 1 1.0:1 No No No No Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base depth below soil surface = Allowable pressure increase per foot of deptl= when footing base is below Increases based on footing plan dimension Allowable pressure increase per foot of depi = when maximum length or width is greater4 1.50 ksf No 250.0 pcf 0.30 ft ksf ft ksf ft Width parallel to X -X Axis = Length parallel to Z -Z Axis = Footing Thicknes Pedestal dimensions.., px : parallel to X -X Axis pz : parallel to Z -Z Axis Height Rebar Centerline to Edge of Concrete.. at Bottom of footing = Reinforcing 3.50 ft 3.50 ft 12.0 in in in in 3.0 in Bars parallel to X -X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z -Z Axis Number of Bars Reinforcing Bar Siz1 5.0 # 4 5.0 # 4 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone # Bars required on each side of zone Applied Loads n/a n/a lM �I.IIIII� Z X x koa:s,, 3' 6" I.:i;.. D Lr L S W E H P : Column Load = 6.850 OB : Overburden = M-xx M-zz V -x V -z 11.50 k ksf k -ft k -ft k k /3 D Lr L S W E H P : Column Load = 6.850 OB : Overburden = M-xx M-zz V -x V -z 11.50 k ksf k -ft k -ft k k /3 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 General Footing Lic. # : KW -06005835 Project Title: Engineer: Project Descr: Description : Interior Spread Footing (F3.5) DESIGN SUMMARY Project ID: Printed: 1 MAR 2016, 11:39AM File = M:1EHS Design116062 - Salal Tukwila\Calcslsalal cu - framing.ec6 ENERCALC, INC. 1983-2014, Build:6,14,1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERS Min. Ratio Item Applied Capacity Design OK Governing Load Combination PASS PASS PASS 0.9987 n/a n/a Soil Bearing Overturning - X -X Overturning - Z -Z PASS n/a Uplift PASS 0.4497 Z Flexure (+X) PASS 0.4492 Z Flexure (-X) PASS 0.4424 X Flexure (+Z) PASS 0.4492 X Flexure (-Z) PASS 0.2705 1 -way Shear (+X) PASS 0.2702 1 -way Shear (-X) PASS 0.6729 1 -way Shear (+Z) PASS 0 1 -way Shear (-Z) PASS 0.5258 2 -way Punching Detailed Results 1.498 ksf 0.0 k -ft 0.0 k -ft 0.0 k 3.383 k -ft 3.379 k -ft 3.328 k -ft 3.379 k -ft 20.286 psi 20.266 psi 50.470 psi 0 psi 78.874 psi 1.50 ksf 0.0 k -ft 0.0 k -ft 0.0 k 7.522 k -ft 7.522 k -ft 7.522 k -ft 7.522 k -ft 75.0 psi 75.0 psi 75.0 psi 75.0 psi 150.0 psi 0.0 deg CCW No Overturning No Overturning No Uplift +1.20D+0.50L+1.60S+1.60H +1.20 D+1.60S+0.50W+1.60H ±1.20 D+0.50 L+1.60 S+1.60 H +1.200+1.60 S+0.50 W+1.60 H +1.20 D+O.50 L+1.60 S+1.60 H +1.20D+0.50L+1.60S+1.60H +1.20D+0.50L+1.60S+1.60H +1.40D+1.60H +1.20 D+0.50 L+1.60 S+1.60 H Soil Bearing Rotation Axis & Load Combination... Footing Flexure Gross Allowable Xecc Zecc +Z Actual Soil Bearing Stress +Z -X Actual /Allowable -X Ratio Flexure Axis & Load Combination Mu Which Tension @ As Req'd Gvrn. As k -ft Side ? Bot or Top ? inA2 inA2 Actual As inA2 Phi*Mn k -ft Status X -X, +1.40D+1.60H X -X, +1.40D+1.60H X -X, +1.20D+0.50Lr+1.60L+1.60H X -X, +1.20D+0.50Lr+1.60L+1.60H X -X, +1.20D+1.60L+0.50S+1.60H X -X, +1.20D+1.60L+0.50S+1.60H X -X. +1.20D+1.60Lr+0.50L+1.60H X -X, +1.20D+1.60Lr+0.50L+1.60H X -X, +1.20D+1.60Lr+0.50W+1.60H X -X, +1.20D+1.60Lr+0.50W+1.60H X -X. +1.20D+0.50L+1.60S+1.60H X -X, +1.20D+0.50L+1.60S+1.60H X -X, +1.200+1.60 S+0.50 W+1.60 H X -X. +1.20D+1.60S+0.50W+1.60H X -X, +1.20D+0.50Lr+0.50L+W+1.60H X -X, +1.20D+0.50Lr+0.50L+W+1.60H X -X, +1.20D+0.50L+0.50S+W+1.60H X -X. +1.20D+0.50L+0.50S+W+1.60H X -X, +1,20D+0.50L+0.20S+E+1.60H X -X, +1.20 D+0.50 L+0.20 S+E+1.60 H X -X. +0.90D+W+0.90H X -X. +0.90D+W+0.90H X -X, +0.90D+E+0.90H X -X. +0.90D+E+0.90H Z -Z. +1.40D+1.60H Z -Z, +1.40D+1.60H Z -Z, +1,20D+0.50Lr+1.60L+1.60H Z -Z, +1.20 D+O.50 Lr+1.60 L+1.60 H Z -Z, +1.20D+1.60L+0.50S+1.60H Z -Z, +1.20D+1.60L+0.50S+1.60H Z -Z, +1.20D+1.60Lr+0.50L+1.601-1 Z -Z, +1.20D+1.60Lr+0.50L+1.60H Z -Z, +1.20D+1.60Lr+0.50W+1.60H Z -Z, +1.20D+1.60Lr+0.50W+1.60H Z -Z, +1.20D+0.50L+1.60S+1.60H Z -Z, +1.200+0.50L+1.60S+1.60H 1.199 1.217 1.028 1.044 1.746 1.773 1.028 1.044 1.028 1.044 3.328 3.379 3.328 3.379 1.028 1.044 1.746 1.773 1.315 1.335 0.7706 0.7826 0.7706 0.7826 1.217 1.219 1.044 1.045 1.773 1.775 1.044 1.045 1.044 1.045 3.379 3.383 +Z -Z +Z -Z +Z -Z +Z -Z +Z - Z +Z -Z +Z -Z +Z - Z +Z -Z +Z -Z +Z -Z +Z - Z - X +X -X +X -X +X -X +X -X +X - X +X Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 0.2592 Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp% Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp% Min Temp % Min Temp % Min Temp % Min Temp % Min Temp% Min Temp % Min Temp % 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 0.2857 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 7.522 OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK /v Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 General Footing Project Title: Engineer: Project Descr: Project ID: Printed: 1 MAR 2016, 11:39AM File M:1ENS Design116062 - Sala! TukwilalCalcslsalal cu - framing.ec6 ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Lic. # : KW -06005835 Licensee : QUANTUM CONSULTING ENGINEERS Description : Footing Flexure Interior Spread Footing (F3.5) Flexure Axis & Load Combination Mu Which Tension @ As Req'd Gvrn. As Actual As Phi*Mn k -ft Side ? Bot or Top ? 102 inA2 inA2 k -ft Status Z -Z, +1.200+1.60S+0.50W+1.60H 3.379 -X Bottom 0.2592 Min Temp % 0.2857 7.522 OK Z -Z, +1.20D+1.60S+0.50W+1.60H 3.383 +X Bottom 0.2592 Min Temp % 0.2857 7.522 OK Z -Z, +1.20D+0.50Lr+0,50L+W+1.60H 1.044 -X Bottom 0.2592 Min Temp % 0.2857 7.522 OK Z -Z, +1.20D+0.50Lr+0.50L+W+1.60H 1.045 +X Bottom 0.2592 Min Temp % 0.2857 7.522 OK Z -Z, +1.20D+0.50L+0.50S+W+1.60H 1.773 -X Bottom 0.2592 Min Temo % 0.2857 7.522 OK Z -Z. +1.20D+0.50L+0.50S+W+1.60H 1.775 +X Bottom 0.2592 Min Temp % 0.2857 7.522 OK Z -Z, +1.20D+0.50L+0.20S+E+1.60H 1.335 -X Bottom 0.2592 Min Temp % 0.2857 7.522 OK Z -Z. +1.20D+0.50L+0.20S+E+1.60H 1.337 +X Bottom 0.2592 Min Temp % 0.2857 7.522 OK Z -Z, +0.90D+W+0.90H 0.7826 -X Bottom 0,2592 Min Temo % 0.2857 7.522 OK Z -Z, +0.90D+W+0,90H 0.7835 +X Bottom 0.2592 Min Temp % 0.2857 7.522 OK Z -Z, +0.90D+E+0.90H 0.7826 -X Bottom 0.2592 Min Temp % 0.2857 7.522 OK Z -Z, +0.90D+E+0.90H 0.7835 +X Bottom 0.2592 Min Temo % 0.2857 7.522 OK One Way Shear Load Combination... Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn Vu / Phi*Vn Status +1.40D+1.60H 7.301 psi 7.308 psi 0 psi 18.182 psi 0 psi 75 psi 0 OK +1.20D+0.50Lr+1.60L+1.60H 6.258 psi 6.264 psi 0 psi 15.585 psi 0 psi 75 psi 0 OK +1,20D+1.60L+0.50S+1,60H 10.636 psi 10.646 psi 0 psi 26.486 psi 0 psi 75 psi 0 OK +1.20D+1,60Lr+0.50L+1.60H 6.258 psi 6.264 psi 0 psi 15.585 psi 0 psi 75 psi 0 OK +1.20D+1.60Lr+0.50W+1.60H 6.258 psi 6.264 psi 0 psi 15.585 psi 0 psi 75 psi 0 OK +1.20D+0.50L+1.60S+1.60H 20.266 psi 20.286 psi 0 psi 50.47 psi 0 psi 75 psi 0 OK +1.200+1.60S+0.50W+1.60H 20.266 psi 20.286 psi 0 psi 50.47 DS' 0 psi 75 psi 0 OK +1.20D+0.50Lr+0.50L+W+1.60H 6.258 psi 6.264 psi 0 psi 15.585 psi 0 psi 75 psi 0 OK +1.20D+0.50L+0.50S+W+1.60H 10.636 psi 10.646 psi 0 psi 26.486 psi 0 psi 75 psi 0 OK +1,20D+0.50L+0.20S+E+1,60H 8.009 psi 8.017 psi 0 psi 19.945 psi 0 psi 75 osi 0 OK +0.90D+W+0,90H 4.694 psi 4.698 psi 0 psi 11.688 psi 0 psi 75 psi 0 OK +0.90D+E+0.90H 4.694 psi 4.698 psi 0 psi 11.688 psi 0 psi 75 psi 0 OK Punching Shear All units k Load Combination... Vu Phi*Vn Vu 1 Phi*Vn Status +1.40D+1.60H 28.415 psi 150psi 0.1894 OK +1.20D+0.50Lr+1.60L+1.60H 24.356 psi 150psi 0.1624 OK +1.20D+1.60L+0.50S+1.60H 41.393 psi 150 psi 0.276 OK +1.20D+1,60Lr+0.50L+1.60H 24.356 psi 150 psi 0.1624 OK +1.20D+1.60Lr+0.50W+1.60H 24.356 psi 150 psi 0.1624 OK +1.20D+0.50L+1.60S+1.60H 78.874 psi 150psi 0.5258 OK +1.20D+1.60S+0.50W+1.60H 78.874 psi 150osi 0.5258 OK +1.20D+0.50Lr+0.50L+W+1.60H 24.356 psi 150psi 0.1624 OK +1.20D+0.50L+0.50S+W+1.60H 41.393 psi 150 psi 0.276 OK +1.200+0.50L+0.20S+E+1.60H 31.17 psi 150 psi 0.2078 OK +0.90D+W+0.90H 18.267 psi 150psi 0.1218 OK +0,90D+E+0.90H 18.267 psi 150psi 0.1218 OK •-• IMMIIIIB s M - 107 4t`011 11 ADA Item #5 FINANCE SERVICE�, April 19, 2016 City of Tukwila Department of Community Development RON PIZARRO 821 2ND AVE, STE 410 SEATTLE, WA 98104 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D16-0057 SALAL CREDIT UNION - 690 STRANDER BLVD Dear RON PIZARRO, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The cost analysis provided as requested from the first correction memo, did show that the bathroom upgrade to meet ADA codes would only be around an additional 7-8% of the cost of the project. The plans shall be required to provide the bathroom designs to meet current ADA bathroom requirements. Provide revise sheets to show ADA bathroom upgrades. (From previous correction memo) "The bathrooms are not in compliance with current accessible codes. Clearance around a water closet shall be 60 inches minimum in width, measured perpendicular from the sidewall and 56 inches minimum in depth, measured perpendicular from the rear wall. No other fixtures or obstructions shall be within the required water closet clearance. The sink is too close to the required toilet clearance for both bathrooms. Due to the size of the project is shall be necessary to revise the bathrooms to meet current code. A facility that is altered shall comply with provisions of the International Building Code unless it can be demonstrated to be technically infeasible to do so. Revise plans to show bathrooms meet the current accessible codes. (2003 ANSI 604.3.1, 604.3.2, 604.3.3, IEBC 705.1, IBC 3411.6 & 3411.7)" Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at 206-431-3655. Sincerely, -13uP Bill Rambo Permit Technician File No. D16-0057 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 SA LA Lam' CREDIT UNION PC BCX 19340, SEATTLE, WA 98309-1340 • 800.:62.5515 • SALALCU.ORG April 12, 2016 To Whom It May Concern: RE: ADA Hardship Letter As the applicant for the above mentioned improvement project, I have understood the attached. Senior Vice President Retail Financial Services Salal Credit Union CORRECTION RECEIVED APR 14 2016 TUKWILA PUBLIC WORKS CITY OF TUKWILA APR 13 2016 PERMIT CENTER MERIT CONSTRUCTION NORTHWEST April 11, 2016 Ron Pizarro Nelson 821 2nd Avenue Suite 410 Seattle, WA 98104 RE: ADA Pricing Items Ron, Below is the ROM pricing for the 5 potential ADA items you have Identified for the Sala! Credit Union Branch In Tukwila. These items are based on your sketches and e-mail provided on 2/17/16 and 4/11/16. !have also attached the sketches you Included and a photograph of the current water heater in each of the restrooms. ADA Item #1 - Update Path of Travel to New Entry - ROM a $18,000 ADA Item #2 - Update ADA Parking (assumes sewer lid can be reused and raised with risers) - ROM = $28,000 ADA Item #3 - Provide new path of travel from entrance to public right of way - ROM $39,000 ADA Item #4 - Provide ADA compliant hot water heater and bathroom accessories in (2) restrooms - ROM's $7,800 ADA Item #5 - Relocate waits and ceiling to meet ADA requirement for toilet and sinks, new toilets and sinks included - ROM = $14,500 Feel free to contact me with any questions. Sincerely, Atec Burkfieimer Project Manager 3020 South 215th S1.. LL' ,t"tr 83499 I T12.253 -1129-91M • FAX 253-!98-9185 ter. etrs.con March 26, 2016 City of Tukwila Department of Community Development RON PIZARRO 821 2ND AVE, STE 410 SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0057 SALAL CREDIT UNION - 640 STRANDER BLVD Dear RON PIZARRO, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The bathrooms are not in compliance with current accessible codes. Clearance around a water closet shall be 60 inches minimum in width, measured perpendicular from the sidewall and 56 inches minimum in depth, measured perpendicular from the rear wall. No other fixtures or obstructions shall be within the required water closet clearance. The sink is too close to the required toilet clearance for both bathrooms. Due to the size of the project is shall be necessary to revise the bathrooms to meet current code. A facility that is altered shall comply with provisions of the International Building Code unless it can be demonstrated to be technically infeasible to do so. Revise plans to show bathrooms meet the current accessible codes. (2003 ANSI 604.3.1, 604.3.2, 604.3.3, IEBC 705.1, IBC 3411.6 & 341).7) 2. Provide specific construction details for the SCS -1 ceiling to include types of materials, perimeter edge construction details and methods of fire blocking around the perimeter. (IBC [A] 107.1 & SECTION 718) 3. In addition to the engineers "General Notes", the engineer shall provide required special inspections with specifications that are specific for this project to include concrete, steel and wood or other related structural framing. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. 1. Provide a completed Public Works permit fee estimate sheet. (For Public Works activities only including — domestic water backflow (RPPA w/HotBox). (see PW Bulletin A2 enclosed) 2. The City has determined that the building occupied by the Salal Credit Union has deficiencies on domestic water 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 requiring the following upgrade. a) Domestic Water Service Building is served by a 1 -inch water meter that does not have an RPPA installed for premise isolation. A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing permanent 1 -inch domestic water meter for premise isolation. 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 -inch thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. b) The Public Works Director will withhold issuance of this Building permit, and any Plumbing permit for this building; until the Permit Center receives plans for installation of the above item (a) and a copy of the backflow test report for above item (a) or a bond for design, installation and testing of subject backflow. If you opt to install you must supply the installation plans consisting of a schematic that clearly shows the location of the domestic water meter in relationship to the property line(s) and the building, size of water meter, connection to the water main, and service to the property together with a construction cost estimate to the Permit Center. RPPA installation will trigger a Public Works Type 'C' Construction Permit which has a progressive fee. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for installation of the subject device). An additional 2.5% of construction cost for backflow installation will be assessed at the time of permit issuance. If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an original design and installation estimate, 2) a bond for 150% of the design and installation cost, and 3) a letter stating your intent to install the backflow by a certain date. This must be done before the Permit Center issues the permit. I have enclosed Development Bulletin C5 outlining design and installation requirements for cross connection control. Feel free to contact me (or) call Mike Cusick, Public Works Senior Water and Sewer Engineer, at (206) 431-2441 if you have any questions/comments. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, Rachelle Ripley Permit Technician File No. D16-0057 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Brenda Holt From: Brenda Holt Sent: Thursday, April 21, 2016 3:09 PM To: Jerry Hight Cc: Bill Rambo; Rachelle Ripley Subject: ' RE: Salal CU - permit #D16-0057 Jerry, FILE COPY Before we can process this permit for issuance, please provide us with the gentlemen's plan review response so we can put it in the file for documentation. Thank you Brenda From: Bill Rambo Sent: Thursday, April 21, 2016 2:13 PM To: Brenda Holt Subject: FW: Salal CU - permit #D16-0057 From: Jerry Hight Sent: Thursday, April 21, 2016 2:13 PM To: Bill Rambo Cc: 'Ron Pizarro'; Kevin Ellis; Allen Johannessen Subject: RE: Salal CU - permit #D16-0057 Hello Bill, FYI, KC and I reviewed this gentlemen's plan review response to the outstanding corrections/questions and I have approved them (signed off in Trakit as well). If no other issues are outstanding (departments) please issue permit or let me know. Thank you Jerry E Hight MCP Building Official 1 City of Tukwila 6300 Southcenter BLVD, Suite 100 I Tukwila, WA 98188 T: 206/431-3675 F: 206/431-3665 Jerry.Hightna TukwilaWA.gov 1 http://www.TukwilaWA.gov The City of opportunity, the community of choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 From: Ron Pizarro [mailto:RPizarrot nelsononline.com] Sent: Thursday, April 21, 2016 12:06 PM 1 ** To: Jerry Hight Subject: RE: Salal CU - permit #D16-0057 Jerry, Thanks for the response. I just want to make sure the Permit Center/Tech was aware that you and KC have approved, and the correction was no longer required. When Bill called me this morning, he said the permit cannot be approved, because there were corrections, which led me to believe he wasn't in the loop. Can you confirm directly with Bill Rambo please? - I don't want to keep bothering you guys, but as you know we're behind and the client is patiently waiting for the Contractor to get started. Again...thanks for the update and your help!!! Ron Pizarro Sr. Project Manager Note: Upcoming out of office (PTO) — May 2"d thru May 23`d t 206.886.3919 m 425.974.9072 e rpizarro@G,•"E-LSOE online.com J NELSON PASSION TO DELIVER From: Jerry Hight [mailto:lerry.Hight@TukwilaWA.gov] Sent: Thursday, April 21, 2016 9:54 AM To: Ron Pizarro <RPizarro@nelsononline.com> Subject: RE: Salal CU - permit #D16-0057 Hello Ron, FILE COPY I checked our system and you are in line for permit issuance. However, there are many permits also in line for issuance. Thank you for your patience Jerry E Hight MCP Building Official City of Tukwila 6300 Southcenter BLVD, Suite ioo I Tukwila, WA 98188 T: 206/431-3675 I F: 206/431-3665 Jerry.Hight(&TukwilaWA.gov 1 http://www.TukwilaWA.gov The City of opportunity, the community of choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: Ron Pizarro [mailto:RPizarro@nelsononline.com] Sent: Thursday, April 21, 2016 9:05 AM 2 To: Jerry Hight Subject: Salal CU - permit #D16-0057 Jerry, Thanks again for your help in reviewing this project (Salal Credit Union and in regards to Accessibilty Proportional Spending) and approving the review. Your efforts in helping this urgent project is much appreciated. You stated you would approve of the permit and no further action is needed from us, and you'd pass the info along the KC Ellis. You also advised that I call Bill as he would be ready to issue the project (yesterday). Can you please make sure he is aware that you and KC have bypassed Allen's correction and that you both have approved? I called Bill and left a message yesterday. He returned my call and also left a message on voicemail saying there is no approval and that I have to submit the direction. Please help further as I already informed the client that the permit is waiting to be ready for issue yesterday as advised!! Any help is welcome....thanks again! Ron Pizarro Sr. Project Manager t 425.974.9072 e rpizarro@NELSONonline.com NELSON FOCUSED ON CREATION Sent from my iPhone 3 Brenda Holt From: Bill Rambo Sent: Thursday, April 21, 2016 10:22 AM To: Jerry Hight Cc: Brenda Holt; Rachelle Ripley; Kevin Ellis Subject: RE: Salal CU - permit #D16-0057 Jetty, FILE COPY The Permit Center has no record of a Response to Correction Letter #2 being received as yet. We cannot route the permit application for review/approval until a response has been resubmitted. This has been the process we have used since I started working here in 1999. I would imagine it predates that. Bill From: Jerry Hight Sent: Thursday, April 21, 2016 9:54 AM To: 'Ron Pizarro' Subject: RE: Salal CU - permit #D16-0057 Hello Ron, I checked our system and you are in line for permit issuance. However, there are many permits also in line for issuance. Thank you for your patience Jerry E Hight MCP Building Official I City of Tukwila 6300 Southcenter BLVD, Suite too I Tukwila, WA 98188 T: 206/431-3675 1 F: 206/431-3665 Jerry.Hight@TukwilaWA.gov ( http://www.TukwilaWA.gov The City of opportunity, the community of choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: Ron Pizarro[mailto:RPizarro@nelsononline.com] Sent: Thursday, April 21, 2016 9:05 AM To: Jerry Hight Subject: Salal CU - permit #D16-0057 Jerry, Thanks again for your help in reviewing this project (Salal Credit Union and in regards to Accessibilty Proportional Spending) and approving the review. Your efforts in helping this urgent project is much appreciated. You stated you would approve of the permit and no further action is needed from us, and you'd pass the info along the KC Ellis. You also advised that I call Bill as he would be ready to issue the project 1 (yesterday). Can you please make sure he is aware that you and KC have bypassed Allen's correction and that you both have approved? I called Bill and left a message yesterday. He returned my call and also left a message on voicemail saying there is no approval and that I have to submit the direction. Please help further as I already informed the client that the permit is waiting to be ready for issue yesterday as advised!! Any help is welcome....thanks again! Ron Pizarro Sr. Project Manager t 425.974.9072 e rpizarro@NELSONonline.com. NELSON FOCUSED ON CREATION Sent from my iPhone 2 &LLE COPY PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0057 DATE: 04/21/16 PROJECT NAME: SALAL CREDIT UNION SITE ADDRESS: 690 STRANDER BLVD Original Plan Submittal X Response to Correction Letter # 2 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division Public Works ❑ Fire Prevention Structural Planning Division Permit Coordinator In PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/26/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/24/16 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0057 DATE: 04/13/16 PROJECT NAME: SALAL CREDIT UNION SITE ADDRESS: 690 STRANDER BLVD Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AT CAVYIL Building Division W Public Works M Fire Prevention Structural Planning Division Permit Coordinator till PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 04/14/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions Denied (corrections entered in Reviews) " (ie: Zoning Issues) DUE DATE: 05/12/16 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only I. CORRECTION LETTER MAILED: `-� !`( Departments issued corrections: Bldg ►I Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 HERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0057 DATE: 03/08/16 PROJECT NAME: SALAL CREDIT UNION SITE ADDRESS: -64 STRANDER BLVD X Original Plan Submitta f° Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Al C44., 6k Building Division D1FM t'° 11?) Public Works mit A -cc- 2-o-1 o Lz 7 1-13-4 c Fire Prevention Structural Planning Division ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 03/10/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 04/07/16 ❑ Approved with Conditions ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only /}�1 � �� CORRECTION LETTER MAILED: "11 1"1� Departments issued corrections: Bldg) Fire ❑ Ping 0 PW Staff initialsr 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4-2-0-k Plan Check/Permit Number: D16-0057 ❑ Response to Incomplete Letter # • Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Salal Credit Union Project Address: 690 Strander Blvd Contact Person: PSC_ tit t) Phone Number: Summary of Revision: ev_ojec_A- (-4) RECEIVED CITY OF TUKWILA APR 212016 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision � t r Received at the City of Tukwila Permit Center by: Entered in TRAKiT on L(` ZO ^ 1 4 \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: Date: 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 SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 4/13/16 Plan Check/Permit Number: D16-0057 ❑ Response to Incomplete Letter # ▪ Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal. # Project Name: SALAL Credit Union - Tenant Improvement RECEIVED CITY OF TUKWILA, APR 13 2016 PERMIT CENTER Project Address: 640 Strander Blvd. Contact Person: Ron Pizarro, NELSON Phone Number: 425-974-9072 Summary of Revision: Building Department: * General Note, Plan Submittals. Response: We will make sure all plans and specifications are submitted as described, with appropriate seals and signatures. * Building Review Notes, Item #1 Response: As requested by Allen J., we have included the ADA hardship/infeasibility letter signed by the owner, which calculates the amount of ADA alteration we've included into the project. Costs of the restroom upgrade would exceed the combined 20% overall ADA alteration of $41,400. ($207,000 Construction Valuation). * Building Review Notes. Item #2. Response: As discussed with Allen J., the tenant space/building is on one floor. The details #13 & 14/A6.6 have been amended to include material (5/8" GWB) and method for flame spread/fire-blocking. * Building Review Notes, Item #3. Response: As discussed with Allen J., the general notes on S1.0 and a table has been included on S1.1 have been amended to include specific Special Inspection detail for this project. Public Works Department: *Item #1. Response: Public Works permit fee estimate form attached. *Item #2. Response: As requested with Dave M, sheet A1.0 has been amended to include the location of the existing 1" water meter, and copies of the cut sheets are included for the hot box and RPPA assembly. Sheet Number(s): A1.0, A6.6, S1.0, S1.1 "Cloud" or highlight all areas of revision including date of reviio Received at the City of Tukwila Permit Center by: Entered in TRAKiT on W:\Permit Center \ Templates \Forms\Revision Submittal Form.doc Revised: August 2015 MC NORTHWEST LLC Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Page 1 of 2 Search L&I A -Z Index Help My Workplace Rights Trades & Licensing MC NORTHWEST LLC Owner or tradesperson Principals ZARELLI, LEONARD ANGELO, PARTNER/MEMBER ZARELLI, CARL JOHN, PARTNER/MEMBER BIRKLID, TAMMY M, PARTNER/MEMBER Doing business as MC NORTHWEST LLC WA UBI No. 602 771 924 3020 S 96TH ST LAKEWOOD, WA 98499 253-588-9100 PIERCE County Business type Limited Liability Company Governing persons CARL ZARELLI LEONARD ZARELLI; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................................................................... Meets current requirements. License specialties GENERAL License no. MCNORNL925C8 Effective — expiration 02/28/2008— 02/28/2018 Bond ................. TRAVELERS CAS & SURETY CO Bond account no. 105038755 $12,000.00 Received by L&I Effective date 02/28/2008 01/28/2008 Expiration date Until Canceled Insurance ........... _................ BITCO General Ins Corp $1,000,000.00 Policy no. CLP3631326 Received by L&I Effective date 12/28/2015 01/01/2016 Expiration date 01/01/2017 Insurance history Savings ................... https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602771924&LIC=MCNORNL925C8&SAW= 04/22/2016 SALAL CEDIT UNION TUKWILA BRANCREMODEL TUKWILA, WA 98188 PROJECT DESCRIPTION AGENCY NOTES PROJECT TEAM INDIX OF DRAWINGS TENANT IMPROVEMENT BUILD -OUT OF AN EXISTING FINANCIAL SERVICES BRANCH BUILDING. SCOPE OF WORK INCLUDES DEMOLITION, REPLACEMENT OF EXISTING ALUMINUM STOREFRONT, AND THE INSTALLATION OF NEW PARTITIONS, FINISHES, EQUIPMENT, AND FURNITURE. STRUCTURAL REVIEW IS ANTICIPATED FOR EXISTING STRUCTURAL FRAMING AND FOOTING IMPROVEMENTS. MECHANICAL, PLUMBING, AND ELECTRICAL DESIGN/CONSTRUCTION UNDER SEPARATE APPLICATION. SIGNAGE DESIGN/INSTALLATION UNDER SEPARATE PERMIT. LEGAL DESCRIPTION ADDRESS: 640 STRANDER BLVD 98188 PARCEL #: 0005800037 LEGAL DESCRIPTION: MEADER HENRY D -C #46 LOT 1 OF CITY OF TUKWILA SHORT PLAT NO 84 -31 -SS RECORDING NO 8501030748 SD SHORT PLAT DAF - POR NW 1/4 OF SEC 25-23-04 - BAAP ON WLY R/W LN OF WEST VALLEY HWY SR 181 AT A PT WCH BEARS S 81-07-31 W 50 FT FR C/L THOF AT HWY ENGR STA 160+00 TH FR SD POB ALG SD WLY R/W LN S 12-18-30 E 205.45 FT TAP WCH BEARS S 81-07-31 W 35 FT FR C/L AT HWY ENGR STA 162+50 TH S 05-15-06 E 112.35 FT TH TANGENT TO PRECEDING COURSE ALG ARC OF CURVE TO RGT RAD 50 FT & A C/A OF 86-22-37 ARC LENGTH 75.38 FT TAP ON NLY R/W LN OF STRANDER BLVD TH ALG SD NLY R/W LN TANGENT TO PRECEDING CURVE S 81-07-31 W 28.58 FT TH TANGENT TO PRECEDING COURSE ALG ARC OF CURVE TO LFT RAD 70 FT & C/A OF 19-33-22 ARC LENGTH 238.92 FT TH TANGENT TO PRECEDING CURVE S 61-34-09 W TO INTSN OF SD NLY R/W LN OF STRANDER BLVD WITH ELY BANK OF GREEN RIVER TH NLY ALG SD ELY BANK TO INTSN WITH SLY LN OF BOW LAKE P/L R/W 30 FT WIDE TH ALG SD SLY LN S 87-12-48 E 194.01 FT TAP ON WLY R/W LN OF SD WEST VALLEY HWY TH ALG SD WLY R/W LN S 08-52-29 E 165.06 FT TO TPOB CONSTRUCTION TYPE: III -B OCCUPANCY CLASSIFICATION: B CHANGE OF USE: NO USE: OFFICE/BANK AREA OF TI CONSTRUCTION: 2,227 SF "NO CHANGE TO EXISTING TENANT SPACE SQUARE FOOTAGE" SITE AREA: 91,476 SF (2.10 ACRES) ZONING: TUC-TOD FIRE PROTECTION: NON-SPRINKLERED, FIRE ALARM BUILDING HEIGHTS: 1 STORY BLDG. NO CHANGE BUILDING AREA/TENANT AREA: EXISTING NO CHANGE APPLICABLE CODES: 2012 IBC WITH STATEWIDE AMMENDMENTS ICC/ANSI A117.1-03 WITH STATEWIDE AMENDMENTS 2012 IMC WITH STATEWIDE AMENDMENTS 2012 IFC WITH STATEWIDE AMENDMENTS 2012 IPC WITH STATE WIDE AMENDMENTS 2012 WASHINGTON STATE ENERGY CODE 2012 IEBC WITH STATEWIDE AMENDMENTS FOUND IN THE IBC 2011 NEC (NFPA 70) SEPARATE PERMIT REQUIRED FOR: ,,,,33chanical E 'Electrical _7�►P�umbinO tr Gas Piping City of Tukwila Rt.l"t iNG DIVISION OWNER THE JACOBSON GROUP 1326 4TH AVENUE, SUITE 340 SEATTLE, WA 98101 (TEL) 206-343-5636 CONTACT: BARBARA JACOBSON NICKERSON EMAIL: BARBARA@THEJACOBSONGROUP.NET TENANT • ISSUED ISSUED FOR BUILDING PERMIT a eh§ company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL SALAL CREDIT UNION P.O. BOX 19340 SEATTLE, WA 19340 (TEL) 206-826-7626 (FAX) 206-298-3492 CONTACT: SKOTT POPE EMAIL: SKOTTP@SALALCU.ORG ARCHITECT & INTERIOR DESIGNER EHS DESIGN, INC. A NELSON COMPANY EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 (TEL) 206-886-3919 (FAX) 206-223-4990 CONTACT: RON PIZARRO EMAIL: RPIZARRO@NELSONONLINE.COM CONTRACTOR MERIT CONSTRUCTION NORTHWEST 3020 S 96TH STREET LAKEWOOD, WA 98499 (TEL) 253-588-9100 (FAX) 253-588-9186 CONTACT: ALEC BURKHEIMER EMAIL: ALECB@MERITNW.COM O ISSUED FOR REFERENCE H 0 CS1.1 COVER SHEET/ INDEX OF DRAWINGS • CS1.3 ABBREVIATIONS/ GENERAL NOTES/ SYMBOLS • GENERAL PROJEC REQUIREMENTS G2.1 LIFE SAFETY AND EXITING PLAN 0 ARCHITECTURAL DRAWINGS STRUCTURAL ENGINEER QUANTUM CONSULTING ENGINEERS, LLC 1511 3RD AVE, SUITE 223 SEATTLE, WA 98101 (TEL) 206-957-3919 (FAX) 206-957-3901 CONTACT: TODD SCHOENTRUP EMAIL: TSHOENTRUP@QUANTUMCE.COM MECHANICAL ENGINEER D1.1 D2.1 A1.1 A1.2 A2.1 A2.2 A2.3 A2.4 A3.1 A3.2.1 A3.2.2 A5.1 A6.4 A6.6 A6.9.1 A7.1 A7.4 A7.5 SITE DEMOLITION PLAN • DEMOLITION FLOOR PLAN • SITE PLAN 0 ENLARGED SITE PLAN • FLOOR PLAN • REFLECTED CEILING PLAN • COORDINATION PLAN • FINISH PLAN • EXTERIOR ELEVATIONS • INTERIOR ELEVATIONS • INTERIOR ELEVATINS 0 ENLARGE RESTROOM PLANS AND ELEVATIONS • WALL TYPE AND DETAILS 0 CEILING & SOFFIT DETAILS 0 CASEWORK DETAILS • DOOR SCHEDULE 0 FINISH SCHEDULE • EQUIPMENT SCHEDULE & RESPONSIBILITY MATRIX • REF -1 REF -2 CASEWORK SHOP DRAWINGS (FOR REFERENCE ONLY) CASEWORK SHOP DRAWINGS (FOR REFERENCE ONLY) LOCATION MAP AERIAL MAP rwe. * Seu1,3e 534st'ri; t< I f4yoa;�G u - •ukrsda ........................... S' 3 PRO -STAFF MECHANICAL SEATTLE, WA (TEL) 206-367-0071 (FAX) 206-361-0424 CONTACT: PETER CRELLEY EMAIL: PETER@PRO-STAFFMECHANICAL.COM ELECTRICAL ENGINEER STRUCTURAL DRAWINGS S1.0 S1.1 S2.0 S2.1 S3.0 GENERAL STRUCTURAL NOTES 0 GENERAL STRUCTURAL NOTES 0 FOUNDATION / MAIN FLOOR PLAN 0 ROOF FRAMING PLAN • PROJECT NAME TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 MARCH 2, 2016 DETAILS • NO. DATE DRAWING ISSUANCE ISSUE FOR PERMIT SET DESCRIPTION OSTLUND ELECTRIC, INC. AUBURN, WA (TEL) 253-833-5282 (FAX) CONTACT: TRACY KETCHUM EMAIL: TKETCHUM@OSTLUNDELECTRIC.COM REVISIONS Nta ohnnc os . ho.'Ibe made to the scope cf wn t vItiihcr, prior approval of x t, „5?' t. t i:ding Division. rar utfre a ne °r plan submittal „fi� a �OnJ Q r i w fee.... :.. PLANNINe APPROVED • No changes mi be made to these plans without approval from the Panning Division of DCD Approved By:,,, , �► MECHANICAL DRAWINGS (UNDER SEPARATE APPLICATION) M AR 0 8-20: TUKWILA BLIC WORE PLUMBING DRAWINGS (UNDER SEPARATE APPLICATION) RE CITY 0 CEIVED F TUKWILA ELECTRICAL DRAWINGS (UNDER SEPARATE APPLICATION) MAR 0 4 2016 Permit Pim PIPS r37:ew nppfovd is subject to errors and om b Toni. Approve! of consruftion domments does not authosizo the viola't:-.,n violas:-.,nof any adopiod code or ordinance. Reccipt of approved Fie!. ' .. and nditions is acdnow,odoed: 1 s. Date: 4 By City of Tukwila BUILDING DIVISION REV WED FOR CODE COMPLIANCE APPROVED APR 2 2 2016 tik City ofTukMi BUILDING DIVISION PERM T CENTER NFORMATION PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME DRAWING TITLE COVER SHEET/ INDEX OF DRAWINGS DRAWING NUMBER cs1.1 © EHS Design, Inc. ABBREVIATIONS GENERAL NOTES AA ANODIZED ALUMINUM AB AC ACCS ADA ADJ AFF ALUM ALT ANOD APC APPROX ARCH AT ATC AWP B BO BD BLDG BLKG BM BOT B/S BSMT BU CAB CF CG CJ CL CLR CLG CLOS CMU CONC ANCHOR BOLT AIR CONDITIONING ACCESSIBLE AMERICANS WITH DISABILITIES ACT ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM ALTERNATE ANODIZED ACOUSTICAL PANEL CEILING APPROXIMATE ARCHITECT/ARCHITECTURAL ARCHITECTURAL TRIM ACOUSTICAL TILE CEILING ACOUSTICAL WALL PANEL BASE BOTTOM OF BOARD BUILDING BLOCKING BEAM BOTTOM BUILDING STANDARD BASEMENT BUILT UP CABINET CLEAR FINISH CORNER GUARD CONTROL JOINT CENTER LINE CLEAR CEILING CLOSET CONCRETE MASONRY UNIT CONCRETE COL COLUMN CONST CONSTRUCTION CONT CORR CPT CT CU FT CUYD CWL DEMO DF DIA DIM DN DR DS DW DWG CONTINUOUS CORRIDOR CARPET CERAMIC TILE CUBIC FOOT CUBIC YARD COLD WATER LINE DEMOLITION DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DISHWASHER DRAWING EA EACH EIFS EXTERIOR INSULATION & FINISH SYSTEM EXPANSION JOINT ELECTRICAL ELEVATION (HEIGHT) ELEVATION (VIEW) ELEVATOR EQUAL EQUIPMENT EXISTING EJ ELEC EL ELEV EQ EQUIP EXIST, E EXP EXT EXPANSION EXTERIOR FD FLOOR DRAIN FDN FE FEC FF FIN FLUOR FLR FO FOC FOF FOS FOIC FOIO FOIT FTIC FTIT FP FT FRP FRT FTG GALV GA GC GFRC GL GLB GND GP GWB GYP HC HB HD HDR HDWR HDWD HM HORIZ HR HT HVAC HW HWL ID IN INCAN INCL INSUL INT JAN JT JST (L) LAV LF LT LTG MAS MAX MDF MDO MECH FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FACE FINISH FLUORESCENT FLOOR FINISHED OPENING FACE OF CONCRETE FACE OF FINISH FACE OF STUD FURNISHED BY OWNER & INSTALLED BY CONTRACTOR FURNISHED BY OWNER & INSTALLED BY OWNER FURNISHED BY OWNER & INSTALLED BY TENANT FURNISHED BY TENANT & INSTALLED BY CONTRACTOR FURNISHED BY TENANT & INSTALLED BY TENANT FIREPROOFING FOOT/FEET FIBER REINFORCED PANEL FIRE RETARDANT TREATED FOOTING GALVANIZED GAUGE GENERAL CONTRACTOR GLASS FIBER REINFORCED CONCRETE GLASS/GLAZING GLU-LAM BEAM GROUND SPECIALTY GLASS PANEL GYPSUM WALLBOARD GYPSUM HOLLOW CORE HOSE BIB HEAVY DUTY HEADER HARDWARE HARDWOOD HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING/VENTILATION/ AIR-CONDITIONING HOT WATER HEATER HOT WATER LINE INSIDE DIAMETER INCH/INCHES INCANDESCENT INCLUDE INSULATION INTERIOR JANITOR JOINT JOIST LAMINATED GLASS LAVATORY LINEAL FEET LIGHT LIGHTING MASONRY MAXIMUM MEDIUM DENSITY FIBERBOARD MEDIUM DENSITY OVERLAY MECHANICAL MEMB MFR MIN MISC MTD MTL MW MO N/A NIC NO NOM NTS OA OC OD OH OPNG OPP PL PLYWD PP PR PSF PSI PT PRPT PVMT R RA RD RAD REF REINF REFL REQ RF RM RO RES REV RF SCW SCHED SCS SDT SECT SHT SHTG SIM SM SOG SP SPEC SQ SF SS SST ST STL STD STOR STRUCT SUSP SY SV MEMBRANE MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL MICROWAVE MASONRY OPENING NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVER HEAD OPENING OPPOSITE PROPERTY LINE PLYWOOD PLASTIC PANEL PAIR POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT PARAPET PAVEMENT RISER RETURN AIR ROOF DRAIN RADIUS REFRIGERATOR REINFORCING REFLECTED REQUIRED RESILIENT FLOORING ROOM ROUGH OPENING RESILIENT REVISION/REVERSE RESILIENT FLOOR SOLID CORE WOOD SCHEDULED SPECIALTY CEILING SYSTEM STATIC DISSIPATIVE TILE SECTION SHEET SHEATHING SIMILAR SHEET METAL SLAB ON GRADE SPECIALTY PANEL SPECIFICATION SQUARE SQUARE FEET SOLID SURFACE STAINLESS STEEL STONE STEEL STANDARD STO RAG E STRUCTURES/STRUCTURAL SUSPENDED SQUARE YARDS SHEET VINYL T TEMPERED, TREAD TEL TELEPHONE THK THICK T & G TONGUE AND GROOVE TYP TYPICAL TBD TO BE DETERMINED UNO UNLESS NOTED OTHERWISE UTIL UTILITY VCT VINYL COMPOSITION TILE VENT VENTILATION VER VERIFY VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD W/ WITH WC WALL COVERING WD WOOD WF WINDOW FILM W/0 WITHOUT WP WATERPROOF WOM WALK -OFF MAT WR WATER RESISTANT WT WEIGHT, WINDOW TREATMENTS WWR WELDED WIRE REINFORCING SYMBOLS ROOM REFERENCE DOOR WINDOW TYPE WALL TYPE KEY NOTES EQUIPMENT EXTERIOR ELEVATION INTERIOR ELEVATION BUILDING SECTION WALL SECTION DETAIL PLAN DETAIL CEILING CALL -OUT MATCH LINE REVISION FINISH START POINT ELEVATION ROOM 101 El 6.9. 6.9) mon map 1 wow 1 r LikAPC-1 +10'-0" AFF MATCHLINE A -A • SHEET DESIGNATION CPT -1 DISCIPLINE DESIGNATOR 15 SHEET TYPE SUBSET 2. 2 SEQUENTIAL SHEET/ FLOOR NUMBER . T SHEET TYPE DESIGNATOR (PLAN, ELEV., SECT., DETAIL) A. GENERAL REQUIREMENTS 1. COMPLIANCE WITH THESE NOTES ARE REQUIRED WHERE THEY OCCUR IN PROJECT SCOPE. ADDITIONAL GENERAL NOTES ARE PROVIDED ON CONSTRUCTION SHEETS. B. CODES 1. THE CURRENT APPLICABLE "INTERNATIONAL BUILDING CODE" AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL GOVERN DESIGN AND CONSTRUCTION. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. C. THE DRAWINGS & SPECIFICATIONS 1. CIVIL, STRUCTURAL, ELECTRICAL, MECHANICAL, FIRE PROTECTION, PLUMBING AND LANDSCAPE DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND OTHER DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 2. WHERE SPECIFICATIONS ARE PROVIDED, THEY SHALL BE A PART OF THESE CONSTRUCTION DOCUMENTS. ADDITIONAL SPECIFICATIONS AND/OR PROJECT MANUAL MAY BE PROVIDED BY ARCHITECT. 3. PLANS WHICH APPEAR AS BACKGROUNDS ON CIVIL, STRUCTURAL, ELECTRICAL, MECHANICAL, PLUMBING, LANDSCAPE DRAWINGS, ETC., ARE FOR THE PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH PLANS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. 4. ALL WORK IS NEW UNLESS INDICATED OTHERWISE. 5. DOORS AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE LOCATED 6" FROM THE ADJACENT WALL OR CENTERED BETWEEN WALLS. 6. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 7. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 8. THE PROCEDURES AND TERMS OF SHOP DRAWING SUBMITTAL SHALL BE PER THE LATEST EDITION OF THE "A.I.A. GENERAL CONDITIONS OF THE CONTRACT." A FORM FOR PRODUCT SUBSTITUTION REQUESTS CAN BE OBTAINED FROM THE ARCHITECT. D. DIMENSIONS 1. THE CONTRACTOR SHALL FOCUS SPECIAL ATTENTION ON A FIELD REVIEW OF THE EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY CONDITIONS THAT ARE FOUND TO BE INCONSISTENT WITH THE DOCUMENTS OR WHERE THE INTENT IS IN DOUBT, SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION. 2. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. NOTE THAT DIMENSIONS ARE TO FACE OF EXTERIOR CONCRETE WALL. EXTERIOR COLUMN AND FACE OF FINISH OR CENTER LINE OF INTERIOR STRUCTURAL COLUMN UNLESS OBVIOUSLY SHOWN OR MARKED OTHERWISE. E. COORDINATION 1. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION WITH OTHER CONTRACTORS TO SECURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, AND THE ACCURATE LOCATION OF OPENINGS FOR MECHANICAL, ELECTRICAL, AND MISCELLANEOUS EQUIPMENT. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE WORK OF OTHER TRADES. F. EXITS 1 ALL EXITS SHALL BE OPERABLE FROM INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 2 ALL THRESHOLDS ARE 1/2" ELEVATION CHANGE MAX. 3. ALL EXIT SIGNS SHALL HAVE LETTERS SIX (6) INCHES HIGH MINIMUM, AND SHALL CONFORM WITH APPLICABLE CODES. G. GENERAL CONSTRUCTION 1. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF MECHANICAL AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING WORK. 2. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR AND APPROVED SHOP DRAWINGS. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS, BASES AND MOUNTING DEVICES AS WELL AS POWER, WATER OR DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURERS PRIOR TO BEGINNING WORK. 3. THE CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE OWNER. 4. ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER FLASHING AND EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. THE JUNCTION OF THE ROOF AND VERTICAL SURFACES SHALL BE FLASHED AND COUNTER FLASHED IN A MANNER TO MAKE THEM WATERPROOF. 5. VERIFY LOCATION OF FANS, GRILLES, ETC. AT BUILDING EXTERIOR WITH ARCHITECT. 6. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. STAIRS OR LADDERS USED ONLY TO ATTEND EQUIPMENT SHALL COMPLY WITH OSHA REGULATIONS. 7. SLOPE ENTIRE FLOOR IN ROOM TO DRAIN WHERE FLOOR DRAINS OR FLOOR SINKS OCCUR. 8. ALL PARTITIONS EXTEND TO UNDERSIDE OF STRUCTURE ABOVE, UNLESS NOTED OTHERWISE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHTING FIXTURES, GRAB BARS AND N.I.C. INTERIOR MILLWORK. PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20GA. GALVANIZED SHEET METAL) IN PARTITIONS FOR INSTALLATION OF WALL HUNG CABINET WORK AND PANELING WHERE INDICATED ON DRAWINGS, INCLUDING ALL OWNER PROVIDED ITEMS. 10. THE CONTRACTOR SHALL PROVIDE HOISTING FOR ITEMS FURNISHED BY OTHERS. ALL FOIC ITEMS ARE TO BE DELIVERED BY OWNER TO DESIGNATED AREA FOR HOISTING. 11. ALL FRAMING LUMBER, PLYWOOD AND CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED (FRT). 12. THE CONTRACTOR SHALL GUARANTEE ALL WORK AGAINST FAULT OF ANY MATERIAL OR WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE YEAR AFTER COMPLETION AND ACCEPTANCE FAULTY WORK SHALL BE REPLACED OR REPAIRED AT CONTRACTOR'S EXPENSE. H. FIRE PROTECTION 1. FIRE EXTINGUISHERS ARE TO BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. PLACEMENT, LOCATION AND NUMBER OF EXTINGUISHERS IS TO BE CONFIRMED BY FIRE CODE OFFICIALS. 2. FIRE HYDRANTS ARE TO BE INSTALLED PRIOR TO ABOVE GROUND CONSTRUCTION. 3. PLACEMENT OF REQUIRED FIRE ALARM DEVICES (HORNS, STROBES, ETC.) SHALL BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW. I. GLAZING 1. THIS PROJECT CONTAINS GLAZING THAT IS SUBJECT TO FEDERAL GLAZING STANDARDS, IN ADDITION TO ALL CODE REQUIREMENTS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO ALL STANDARDS AND CODE REQUIREMENTS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF CONSTRUCTION. 2. ALL GLASS AT DOORS AND RELITES SHALL BE TEMPERED SAFETY GLAZING. J. FINISHES 1. SAMPLES OF ALL FINISH MATERIALS AND PAINT COLORS SPECIFIED SHALL BE SUBMITTED FOR APPROVAL TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. REFER TO SPECIFICATIONS. 2. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL AND LINES SHALL BE CONCEALED OR FURRED AND FINISHED UNLESS NOTED AS EXPOSED CONSTRUCTION ON THE DRAWINGS. 3. OFFSET STUDS WHERE REQUIRED, SO FINISH WALL SURFACE WILL BE FLUSH UNLESS NOTED OTHERWISE. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS INDICATED IN THE DRAWINGS. 4. ALL FINISH MATERIALS SHALL COMPLY WITH THE FLAME SPREAD CLASS AS IDENTIFIED IN IBC TABLE 803.9. 5. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR THE ARCHITECTS APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. 7. PROVIDE LEVEL -4 FINISH ON ALL EXPOSED SURFACES, TYPICAL, UNO. K. PLUMBING/ELECTRICAL/MECHANICAL 1. ELECTRICAL/TELEPHONE OUTLETS SHALL BE MOUNTED VERTICALLY AT +18" UNLESS OTHERWISE NOTED. 2. ALL PLUMBING PIPES IN WALLS SHALL HAVE ACOUSTICAL INSULATION. 3. MECHANICAL CONTRACTOR SHALL PROPOSE LOCATIONS OF ALL THERMOSTATS AND OBTAIN APPROVAL FROM ARCHITECT. 4. COORDINATE ALL JUNCTION BOX AND OUTLET LOCATIONS WITH CASEWORK CONTRACTOR. ALL JUNCTION BOXES, FLEXIBLE CONDUITS, OUTLET BOXES, RECEPTACLES, LIGHTS AND ALL OTHER ELECTRICAL COMPONENTS REQUIRED FOR POWER AND LIGHTING WITHIN CASEWORK ITEMS ARE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR IS TO CONTACT THE CASEWORK SHOP DRAWINGS TO VERIFY THE LOCATION, TYPE AND QUANTITY OF CONNECTIONS REQUIRED FOR ALL CASEWORK ITEMS AND TO SUPPLY ALL MATERIALS, PERMITS, AND LABOR REQUIRED TO COMPLETE ELECTRICAL CONNECTIONS TO CASEWORK ELECTRICAL ITEMS. 5. THE CONTRACTOR IS TO COORDINATE WITH TENANT SUPPLIED SECURITY DATA WIRING, EQUIPMENT AND ACCESSORIES TO INCLUDE BUT NOT LIMITED TO: CONDUIT AND J -BOX LOCATIONS AND POWER REQUIREMENTS. 6. THE CONTRACTOR IS TO COORDINATE WITH TENANT SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTING REQUIREMENTS. L. ACCESSIBILITY SIGNAGE 1. ALL SIGNAGE SHALL COMPLY, AS REQUIRED WITH THE ICC/ANSI 117.1 F. REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2016 City Of Tukwila BUILDING DIVISION e a NELSON company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL' RITZE; I ASHINGTON SULTANT PROJECT NAME TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWINGISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING HISTORY NO. DATE DESCRIPTION R CFIVED CITY OF TUKWILA MAR 0 4 2016 PER MIT CENTER INFORMATION PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME DRAWING TITLE ABBREVIATIONS/ GENERAL NOTES/ SYMBOLS DRAWING NUMBER CS1.3 © EHS Design, Inc. BREAK ROOM 108 STORAGE RESTROOM RESTROOM 104 GATHER 103 ATM SERVICE RM 102 HOTELLING HOTELLING ENTRY FINANCIAL SERVICES DEMOLITION PLAN Scale: 1/4" = 1'-0" FIRE EXTINGUISHER REQUIREMENTS: BUILDING CLASSIFIED UNDER: LIGHT HAZARD OCCUPANCY REQUIRE 1 UNIT OF CLASS 'A' EXTINGUISHER CAPACITY FOR EVERY 3000 SF, FIRE EXTINGUISHER, WHEN REQUIRED SHALL BE WITHIN A 75 -FOOT PATH OF TRAVEL OF ANY POINT IN THE BUILDING. SELECTED: 2A:10B:C EXTINGUISHER SHALL BE MOUNTED IN CONSPICUOUS LOCATION. THE BOTTOM OF FE SHALL NOT TO BE MORE THAN 36" AFF. PROVIDE SIGN ABOVE THE EXTINGUISHER. PER 906.3(1) A TYPE 2-A EXTINGUISHER COVERS 6,000 SF (3,000 x 'UNIT OF A') FLOOR PLAN CALCULATIONS: 2,227 SF / 6,000 = 1 (REQUIRED ) 2 PROVIDED DUE TO TRAVEL DISTANCES TOTAL FIRE EXTINGUISHER REQUIRED PER FLOOR: 1 PLUMBING FIXTURES CALCULATIONS OCCUPANCY CALCULATED PER 2012 IBC CHAPTER 29 FIXTURE COUNTS CALCULATED PER 2012 IBC TABLE 2902.1 FIRST FLOOR / FLOOR PLAN 44 OCCUPANTS = (22 MALE / 22 FEMALE) REQUIRED WATER CLOSETS: 1 MALE / 1 FEMALE REQUIRED LAVATORIES: 1 MALE / 1 FEMALE REQUIRED DRINKING FOUNTAINS: 0 (IBC 2902.5.1) PROVIDED: 1 MALE / 1 FEMALE PROVIDED: 1 MALE / 1 FEMALE PROVIDED: 0 GENERAL NOTES 1. PER 2012 IBC SECTION 1008.1.1, CLEAR WIDTH OF DOORS SHALL BE A MINIMUM OF 32". A 2'-10" DOOR WITH 5/8" STOPS PROVIDES 32.75" CLEAR WIDTH AND SHALL BE NOTED AS 32" CLEAR WIDTH MINIMUM DOOR. 2. MAXIMUM WIDTH OF A SWINGING DOOR LEAF SHALL NOT EXCEED 48" NOMINAL. 3. THE MINIMUM HEIGHT OF DOOR OPENINGS SHALL NOT BE LESS THAN 80". 4. ALL PIPING UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. OCCUPANCY AND EXITING NOTES - BUILDING SPRINKLERS ARE NOT FACTORED INTO EXITING CALCULATIONS TOTAL BUILDING AREA = 2,227 SF TENANT SQUARE FOOTAGE = 2,227 SF ALLOWABLE BUILDING AREA PER 2012 IBC TABLE 503 TYPE III -B CONSTRUCTION IS 19,000 SF FOR TYPE B (UP TO 3 STORIES) OCCUPANCY. EXISTING AREA MEASURED IS LESS THAN THE ALLOWED AREA. PER 2012 IBC 303.1.2 BREAK ROOM 106 MAY BE CLASSIFIED AS AN ACCESSORY TO OCCUPANCY B MAXIMUM DISTANCE TO COMMON PATH OF TRAVEL = 75 FT FOR BREAK ROOM 106 AND 100 FT FOR ALL OTHER SPACES MAXIMUM DISTANCE TO EXIT = 200 FT (1) BUILDING EXITS REQUIRED PER 2012 IBC TABLE 1021.3(1) KEYNOTES 1 SEMI -RECESSED FIRE EXTINGUISHER CABINET WITH STAINLESS STEEL FINISH. OCCUPANCY CALCULATIONS MATRIX THE NUMBER OF OCCUPANTS PER ROOM/AREA INDICATED IN PLAN IS BASED ON TABLE 1004.1.2 OF 2012 IBC; EGRESS WIDTH CALCULATIONS ARE BASED ON SECTION 1005.1 OF 2012 IBC OR MINIMUM AISLE WIDTH PER 2012 IBC 1017.3 NUMBER OF EXITS PROVIDE FROM INDIVIDUAL ROOMS PER 2012 IBC TABLE 1015.1 TOTAL NUMBER OF EXITS REQUIRED IS BASED ON 2012 IBC TABLE 1021.3(1) OCCUPANCY TYPE LOAD FACTOR SQUARE FOOTAGE OCCUPANT LOAD EXITS FROM SPACE / ROOM EGRESS / EXIT WIDTH REQUIRED PROVIDED REQUIRED PROVIDED OFFICE () OPEN OFFICE AREA 101 - ENTRY 104 - RESTROOM 105 - RESTROOM 107 - HALL 100 1,586 SF 16 1 1 36" 72" 109 - HOTELLING , �': 1. 1fDFOR .s'pPLIANCE . APPROVED 110 - HOTELLING' 111 - FINANCIAL SERVICES 112 - RELAX 113 - LOBBY 114 - FINANCIAL SERVICES t` APR 2 2 2016 • r B C1% of TuC fa SMALL ASSEMBLY (ACCESSORY TO B) 100 234 SF 3 1 1 36" 36" 103 - GATHER 108 - BREAK ROOM 100 143 SF 2 1 1 36" 36" STORAGE (ACCESSORY TO B) 102 - ATM SERVICE ROOM 300 198 SF 1 1 1 36" 36" 300 40 SF 1 1 1 36" 36" 106 - STORAGE TOTAL DESIGN OCCUPANT LOAD: N/A 2,205 SF 23 1 1 ehs a NELSON company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN l'cm?.�f(Y ti wn. SEAL PROJECT, NAME TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWINGeHISTORY NO. DATE DESCRIPTION ECEIVED OF TUKWILA AR 0 4 2016 JIIT CENTER PROJECT NUMBER: TEAM: INFORMATION 15.01727.00 RP, KK, ME DRAWING TITLE LIFE SAFETY / EXITING PLAN w,. DRAWING NUMBER G2.1 © EHS Design, Inc. GENERAL NOTES 1. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE SCOPE OF WORK. IF SUSPECTED HARZARDOUS MATERIALS ARE ENCOUNTERED. DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND TENANT. HAZARDOUS MATERIALS WILL BE REMOVED BY TENANT UNDER A SEPARATE CONTRACT. 2. COORDINATE EXTENT OF DEMOLITION WITH NEW CONSTRUCTION. 3. OTHER DEMOLITION WORK NOT REFERENCED HERE MAY BE REQUIRED. REFERENCE ALL OTHER TRADES INCLUDING MECHANICAL AND ELECTRICAL. 4. PATCH AND REPAIR GWB WALL/CEILING AFFECTED BY DEMOLITION AND ANY DAMAGED EXISTING WALLS NEEDING REPAIR, AND PREP FOR PAINT. 5. REMOVE ALL ASSOCIATED EQUIPMENT AND WIRING ON PARTITIONS TO BE REMOVED. 6. REMOVE ASSOCIATED PLUMBING ON ALL FIXTURES BEING REMOVED AND CAP EXISTING SUPPLY AND WASTE LINES AS REQUIRED. 7. REMOVE ALL FLOORING & BASE, PREPARE FLOOR SLAB TO RECEIVE NEW FLOORING PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND AS SHOWN ON THE NEW FLOOR FINISH PLAN. 8. REMOVE ALL CEILING & CEILING MOUNTED ITEMS, TYP., UNO. SUSTAINABLE DESIGN GUIDELINES 1. CONTRACTOR SHALL REVIEW SALVAGE REQUIREMENTS WITH TENANT, PRIOR TO DEMOLITION. 2. ALL ITEMS DEMOLISHED, INCLUDING ALL CONSTRUCTION WASTE MATERIALS SHALL BE DISPOSED OF OFF-SITE, IN AN APPROVED LEGAL DISPOSAL SITE. 3. CONTRACTOR SHALL RECYCLE CONSTRUCTION WASTE MATERIALS WHERE POSSIBLE. LEGEND ' EXISTING PARTITION TO REMAIN - = W ELEMENT TO BE REMOVED EXISTING DOOR AND FRAME TO BE REMOVED ® TEMPORARY WALL CONSTRUCTION SITE DEMOLITION PLAN Scale: 1/4" = 1'-0" NO WORK THIS AREA KEY NOTES O SAW CUT & REMOVE SECTION OF EXISTING ASPHALT AT PARKING STRIP, WHERE SHOWN DASHED. PROTECT ADJACENT CURBS, UNO. COORDINATE WITH NEW WORK. O SAW CUT & REMOVE SECTION OF EXISTING CONCRETE WALKWAY. PROTECT ADJACENT CONCRETE. HOLD BACK 6" FROM EDGE OF BUILDING. COORDINATE WITH NEW WORK SHOWN. O PROTECT EXISTING UTILITY MANHOLE ENCLOSURE. INSTALL COLLAR TO RAISE AS NECESSARY TO PROVIDE FLUSH TRANSITION WITH ADJACENT PAVING. REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2016 City of Tukwila BUILDING DIVISION a NELSON company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS EtJN RITZE '°' IER SHINGTON CONSULTANT PROJECTNAME CRED TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING aISSUANCE' MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING, HISTORY DESCRIPTION RE, CITY 0 MAt PERMt EIVED _IUKWI A 04 2016 CENTER INFORMATION PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME DRAWING TITLE, SITE DEMOLITION PLAN © ENS Design, Inc. 1' 2 3� DEMOLITION PLAN Scale: 1/4" = 1'-0" GENERAL NOTES 1. TENANT TO HAVE INSPECTION CODUCTED TO CONFIRM THAT HAZARDOUS MATERIALS WILL NOT BE ENCOUNTERED IN THE SCOPE OF WORK. IF SUSPECTED HARZARDOUS MATERIALS ARE ENCOUNTERED. DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND TENANT. HAZARDOUS MATERIALS WILL BE REMOVED BY TENANT UNDER A SEPARATE CONTRACT. 2. COORDINATE EXTENT OF DEMOLITION WITH NEW CONSTRUCTION. 3. OTHER DEMOLITION WORK NOT REFERENCED HERE MAY BE REQUIRED. REFERENCE ALL OTHER TRADES INCLUDING MECHANICAL AND ELECTRICAL. 4. PATCH AND REPAIR GWB WALL/CEILING AFFECTED BY DEMOLITION AND ANY DAMAGED EXISTING WALLS NEEDING REPAIR, AND PREP FOR PAINT. 5. REMOVE ALL ASSOCIATED EQUIPMENT AND WIRING ON PARTITIONS TO BE REMOVED. COORDINATE EXTENT OF EQUIPMENT TO BE RE -SUE AND RELOCATED TO TEMPORARY BRANCH LOCATION. 6. REMOVE ASSOCIATED PLUMBING ON ALL FIXTURES BEING REMOVED AND CAP EXISTING SUPPLY AND WASTE LINES AS REQUIRED. 7. REMOVE ALL FLOORING & BASE, PREPARE FLOOR SLAB TO RECEIVE NEW FLOORING PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND AS SHOWN ON THE NEW FLOOR FINISH PLAN. 8. REMOVE ALL CEILING & CEILING MOUNTED ITEMS, TYP, UNO. PROTECT DUCTWORK FOR RE -USE. 9. REMOVE ALL FURNITURE AND MILLWORK. COORDINATE RELOCATION WITH TEMPORARY BRANCH PROJECT. 10. ALL EXISTING STOREFRONT GLAZING AND FRAMES TO BE REMOVED. COORDINATE WITH NEW WORK. 11. COORDINATE EXTENT OF DEMOLITION REQUIRED FOR MECHANICAL ROOFTOP UNITS AND/OR ROOF PENETRATIONS WITH MECHANICAL DRAWINGS. LEGEND ehs a NELSON company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN /1 SEAL. RZTZL "''IER SHINGTON CONSULTANT, ' EXISTING PARTITION TO REMAIN =11 ELEMENT TO BE REMOVED EXISTING DOOR AND FRAME TO BE REMOVED KEY NOTES • SAW CUT & TRENCH EXISTING FLOOR SLAB FOR POWER/DATA STUB-UP(S), REFER TO ELECTRICAL DRAWINGS. O REMOVE EXISTING HOT WATER TANK AND CAP SUPPLY LINE AS REQUIRED. O REMOVE EXISTING COLUMN, SEE STRUCTURAL DRAWINGS. ® EXISTING FIRE ALARM EQUIPMENT TO REMAIN. O EXISTING SERVER EQUIPMENT TO BE RELOCATED. SEE ELECTRICAL DRAWINGS. PROTECT & STORE FOR RE -USE. © EXISTING ROOF ACCESS LADDER, HATCH AND ADJACENT FRAME TO SURROUND TO REMAIN. DEMO SECTION OF FRAMING TO ACOMMODATE NEW WORK. • PROTECT EXISTING RESTROOM PLUMBING FIXTURES TO REMAIN. ACCESSORIES TO REMAIN. REMOVE ALL FLOORING AND BASE. ® DEMOLISH SECTION OF EXISTING EXTERIOR WALL TO ACCOMMODATE NEW DOOR OPENINGS. SEE A2.1 FOR NEW WORK. gO SAW CUT EXISTING FLOOR SLAB TO ACCOMMODATE NEW COLUMN FOOTINGS. SEE STRUCTURAL DRAWINGS. REV(WED FOR CODE COMPLIANCE ►: ' APPROVED APR 2 2 2016 • City of Tukwila BUILDING DIVISION PROJECT NAME SA.L TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING; ISSUANCE" MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING. HISTORY NO. DATE DESCRIPTION RECEI\, ITYOFT-tJ MAR 04 ED 1<WILA 2016 ERMIT CE N TER NFORMATIONI PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME DRAWING TITLE DEMOLITION PLAN DRAWING NUMBER D2.1 © EHS Design, Inc. GENERAL NOTES 1. CIVIL ENGINEER TO BE RESPONSIBLE FOR HORIZONTAL AND VERTICAL CONTROL, SEE CIVIL SHEET FOR ADDITIONAL INFORMATION. 2. REFERENCE LANDSCAPE SHEETS FOR ADDITIONAL SITE PLAN INFORMATION. 3. ACCESSIBLE ROUTE TO BE PROVIDED THROUGH THE SITE AT LOATION INDICATED. MAXIMUM SLOPE 1:20. MAXIMUM CROSS SLOPE 1:50. ANY SLOPE BETWEEN 1:12 TO BE PROVIDE WITH HANDRAILS COMPLYING WITH THE ICC/ANSI 117.1. ALL TRANSITIONS AT CURBS TO HAVE CURB RAMP COMPLYING WITH ICC/ANSI 117.1. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: LEGEND PROPERTY LINE LANDSCAPING, REFER TO LANDSCAPE DRAWINGS CONCRETE WALKWAY CONCRETE PAD - — - ACCESSIBLE ROUTE KEY NOTES O EXISTING BRANCH O EXISTING PARKING TO REMAIN AREA OF EXISTING TRASH ENCLOSURE TO REMAIN ® LOCATION OF EXISTING 1" WATER METER REVI1WED FOR CODE COMPLIANCE APP OVED APR 2 2 2016 City of Tukwila BUILDING DIVISION CORRECTION LTR# RECEI Vec APR 1 4 ehs aN N company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL CONSULTANT PROJECT NAME CREDIT UN ON TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE APRIL 14, 2016 ISSUE FOR PERMIT REVISIONS #1 DRAWING HISTORY NO. DATE DESCRIPTION RECEIVED CITY OF TUKWILA APR 13 2016 PERMIT CENTER oR t., KS PROJECT NUMBER: TEAM: SITE PLAN pilo - 0657 A1.1 INFORMATION 15.01727.00 RP, KK, ME DRAWING TITLE DRAWINGNUMBER='x' © EHS Design, Inc. INSTALL NEW ASPHALT PAVING AS NECESSARY TO PROVIDE SMOOTH TRANSITION TO EXISTING PAVING ACCESSIBLE PARKING SIGN 6" WHEEL STOPS, TYP. NEW CONCRETE ACCESSIBLE ACCESS AISLE AND PARKING STALLS PER ACCESSIBILITY STANDARDS. 2% MAX. RUNNING SLOPE ANY DIRECTION. SLOPE TOWARD DRAINAGE AS NECESSARY RAISE MANHOLE UTILITY COVER/ENCLOSURE AS REQUIRED. PROVIDE FLUSH TRANSITION TO NEW PAVING ENLARGED PLAN: ACCESSIBLE PARKING AND ACCESS RAMP Scale: 1/4" = 11-0" 0"CF A.C. PAVEMENT OR CONCRET TYPE D ACCESS RAMP CONSTRUCTION NOTES 1. RAMP SHALL HAVE A 12" WIDE BORDER WITH 1/4" X 1/4" GROOVES @ 3/4" OC. 2. THE SURFACE OF THE RAMP SHALL HAVE A TRANSVERSE BROOMED SLIP -RESISTANT SURFACE TEXTURE ROUGHER THAN THE SURROUNDING SIDEWALK. 3. RAMP CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. /2� IN-LINE RAMP DETAIL Scale: NTS GENERAL NOTES 1. ACCESSIBLE ROUTE TO BE PROVIDED THROUGH THE SITE AT LOATION INDICATED. MAXIMUM SLOPE 1:20. MAXIMUM CROSS SLOPE 1:50. ANY SLOPE BETWEEN 1:12 TO BE PROVIDE WITH HANDRAILS COMPLYING WITH THE ICC/ANSI 117.1. ALL TRANSITIONS AT CURBS TO HAVE CURB RAMP COMPLYING WITH ICC/ANSI 117.1. 2. ALL NEW PAVEMENT STRIPING TO MATCH EXISTING DEVELOPMENT STANDARD 3. WHERE REPLACED, NEW ASPHALT AND CONCRETE PAVING TO MATCH EXISTING CONDITIONS. PROVIDE SMOOTH TRANSITION BETWEEN NEW AND EXISTING PAVING LEGEND MINN PROPERTY LINE LANDSCAPING, REFER TO LANDSCAPE DRAWINGS ehs a NEL ° u• N company OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS PUN EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com SEAL TERES RITZE ''"'TER ASHINGTO ' CONSULTANT CONCRETE WALKWAY CONCRETE PAD — * ACCESSIBLE ROUTE REVIEWED FOR CODE COMPLIANCE APP OVED APR 2 2 2016 City of Tukwila BUILDING DIVISION PROJECT NAMEI TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING HISTORY NO. DATE DESCRIPTION R CITY ECEIVED F TUKWILA PROJECT NUMBER: TEAM: R 0-4-2016 IT—CENTER INFORMATION 15.01727.00 RP, KK, ME DRAWING kTITLE ENLARGE SITE PLAN DRAWING NUMBER A1.2 © EHS Design, Inc. BREAK ROOM 108 STORAGE RESTROOM 105 RESTROOM GATHER 103 ATM SERVICE RM ENTRY HOTELLING 110 FINANCIAL SERVICES FLOOR PLAN Scale: 1/4" = 1'-0" GENERAL NOTES 1. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. 2. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW BY ARCHITECT, PRIOR TO DELIVERY AND INSTALLATION OF STOREFRONT WINDOW SYSTEMS, AND INTERIOR SLIDING/GLAZING SYSTEMS. 4. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW BY ARCHITECT PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK & ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. 5. INTERIOR DOORS (RATED AND NONRATED) ARE TO BE OFFSET 6" FROM ADJACENT WALL AT HINGE SIDE UNO. 6. ALL PARTITIONS SHALL BE TYPE 'A', TYPICAL, UNO. REFER TO SHEET A6.4 FOR PARTITION TYPE DETAILS. 7. REFER TO SHEET A7.1 FOR DOOR/RELITE SCHEDULE. 8. REFER TO SHEET A7.2 FOR WINDOW SCHEDULE. 9. REFER TO SHEET CS1.3 FOR SYMBOLS 10. REFER TO SHEET A7.5 FOR FIXTURE AND EQUIPMENT SCHEDULE. LEGEND e a NELSON company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL RITZE `" ''IER HINGTON CONSULTANT EXISTING PARTITION TO REMAIN NEW PARTITION CONCRETE FLOOR SLAB IN -FILL KEY NOTES O ALIGN FINISHED SURFACES O PROVIDE ADDITIONAL WALL FRAMING ABOVE THIS WALL TO DECK, SIMILAR TO WALL TYPE "B". O PROVIDE CONCRETE IN -FILL FOR TRENCH. SEE DETAIL X/AX.X. FINAL LOCATION FOR POWER/DATE PER ELECTRICAL DRAWINGS. ® PROVIDE CONCEALED WATER LINE WITH REPLACEABLE FILTER TO REFRIGERATOR ® SERVER RACK AND EQUIPMENT REFER TO SHEET A2.3 AND A7.5. COORDIANTE WITH ELECTRICAL DRAWINGS. © INSTALL NEW SEMI -RECESSED STAINLESS STEEL FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER (2A:10B:C) ® EXISTING ROOF ACCESS LADDER ® EXISTING ACCESS HATCH ABOVE ® PROVIDE 1/2" FIRE -RETARDANT PLYWOOD BLOCKING AT THIS WALL. 10 CENTER POINT FOR CURVED WALL REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2016 City of Tukwila BUILDING DIVISION PROJECT NAM E TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING HISTORY NO. DATE DESCRIPTION RE CITY -O MA PERIVII CEIVED F TU -IW -ILA 0-4 2096 T -CE NTE -R PROJECT NUMBER: TEAM: INFORMATION 15.01727.00 RP, KK, ME DRAWING TITLE FLOOR PLAN DRAWING NUMBER 2.1 © EHS Design, Inc. STORAGE RESTROOM AdAAPC-1 IlL291-6" AFF RESTROOM GATHER OPEN TO ABOVE 8'-6" AFF BREAK ROOM FINANCIAL SFRVTCFS AikkAPC-2 AFF GWB HEADER 8'-0" AFF HOTELLING 109 TAW I MEI AI I i11 LOBBY A� ikaGWB AFF ATM SERVICE RM AtkAPC-2 8'-6" AFF 8'-6" AFF GWB 8'-6" AFF HOTELLING 110 ENTRY GWB HEADER 8'-0" AFF FINANCIAL SERVICES RELAX 112 8'-6" AFF REFLECTED CEILING PLAN Scale: 1/4" = 1'-0" FIXTURE LEGEND A Al x B1 • C 0 C1 D G H J 0 0 0 2 X2 FLUORESCENT LIGHT FIXTURE MFR: CREE LIGHTING TYPE: ZR22-32-35K-10V 24 HOUR FIXTURE SAME AS ABOVE DOWNLIGHT FIXTURE MFR: LITHONIA TYPE: LDN6-35/20-L06AR120 24 HOUR FIXTURE SAME AS ABOVE DOWNLIGHT FIXTURE MFR: MAXILUME TYPE: HH4ADH-LED-1200L-DOM-120-WD-3 5K-HH4501-W-WH-85+ 24 HOUR FIXTURE SAME AS ABOVE ADJUSTABLE DOWNLIGHT FIXTURE MFR: LITON LIGHTING TYPE: LHJLD419C70-UE-DUN-LR4LH71SW-L 12 -B60 -T35 WALL WASHER MFR: LITHONIA TYPE: LDN6-35/20-LW6R-120 PENDANT LIGHT FIXTURE MFR: EUREKA TYPE: 4234-W FX -LED -120 -X -AC -60 -RC -X PENDANT LIGHT FIXTURE MFR: ARTEMIDE TYPE: LED E26/A19 3X17 -DIM PENDANT LIGHT FIXTURE MFR: ILEX LIGHTING TYPE: TU -WC -MO -SH -X -X -FL FLUORESCENT STRIP UNDER CABINET LIGHTING K SAAA TRACK LIGHTING MFR: CONTECH TYPE: CRS2964-S, CRS2941-S, CRS2901-S, CRS281-S, LVT-151, CRS-FREEWIRE-6M LAMP-LED712MR16V3OKFL L N VAI STRIP LIGHT FIXTURE MFR: LITHONIA TYPE: LBL4-LP835 STRIP LIGHT FIXTURE MFR: COLUMBIA LIGHTING TYPE: LCS-4-35-ML-EDU VANITY LIGHT FIXTURE MFR: THOMAS LIGHTING TYPE: TT0005217 EXHAUST FAN EXIT SIGN - DIRECTION OF ARROW MFR: LITHONIA TYPE: LES1GELN 120/277 SINGLE SWITCH GENERAL NOTES 1. LIGHT FIXTURE AND HVAC DEVICE LOCATIONS SHOWN ARE FOR REFERENCE ONLY. SEE MECHANICAL & ELECTRICAL DRAWINGS FOR FINAL LOCATION. 2. CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT FOR ALL THERMOSTAT LOCATIONS. 3. CEILING HEIGHTS ARE FROM FINISH FLOOR TO FINISHED CEILING. 4. LIGHT SWITCHES ARE TO BE INSTALLED CENTERED AT 48" HIGH. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER, UNO. 5. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AND AUDIOVISUAL ALARMS TO MEET ALL APPLICABLE CODES. 6. REFER TO SHEET A6.6 FOR TYPICAL CEILING AND WALL SEISMIC BRACING AND DETAILS. 7. CEILING & SOFFIT FINISHES ARE LABELED ON THIS PLAN; FOR FINISH SPECIFICATIONS, SEE SHEET A2.4. 8. PROVIDE OCCUPANCY SENSOR SWITCHES FOR LIGHT FIXTURES AS REQUIRED BY CODE. 9. CONTRACTOR TO RESWITCH / RECIRCUIT LIGHT FIXTURES AND SWITCHES AS NEEDED. REUSE AND/OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE POSSIBLE. 10. ALL REQUIRED EXIT SIGNS SHALL CONFORM WITH ALL APPLICABLE CODES. 11. REFER TO SHEET CS1.3 FOR SYMBOLS LEGEND KEY NOTES ACOUSTICAL PANEL CEILING, APC -1, REFER TO SHEET A7.4 FOR SPECIFICATIONS ACOUSTICAL PANEL CEILING, APC -1, REFER TO SHEET A7.4 FOR SPECIFICATIONS GYPSUM BOARD, PAINT PT -1 FLAT FINISH, UNO O LOCATE BANK OF SWITCHES FOR LIGHTING AT THIS LOCATION. O CENTER GRID IN THIS ROOM AS SHOWN. O ROOF ACCESS HATCH TO REMAIN. EVIEWED FOR CODE CQMPLIANCE ; " PP OVER 11. APR 2 2 2016 City of 'NW! BUILDING DIVISION ehs a NELSON company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL PROJECT NAME TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING HISTORY NO. DATE DESCRIPTION R CITY EGET ED OF TUKWILA \R 0 4 2016 IT CENTER INFORMATIONI PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME REFLECTED CEILING PLAN DRAWING NUMBER 2.2 © EHS Design, Inc. BREAK ROOM STORAGE 106 RESTROOM 105 RESTROOM 104 GATHER 103 E44 E44 1 1t7 +44" AFF ('FI E14 ATM SERVICE RM 102 E13 E41 E2 HOTELLING 109 HOTELLING ENTRY FINANCIAL SERVICES 111 RELAX 112 POWER, DATA & EQUIPMENT PLAN Scale: 1/4" = 11-0" GENERAL NOTES 1. ALL WALL MOUNTED DATA AND ELECTRICAL OUTLETS TO BE INSTALLED 18" ABOVE FLOOR OR 8" ABOVE COUNTERTOPS UNLESS OTHERWISE NOTED. 2. ALL CORE DRILLING OR FLOOR TRENCHING LOCATIONS SHALL BE VERIFIED WITH ARCHITECT PRIOR TO CUTTING. ALL FLOOR TRENCHING TO BE FINISHED OUT TO PROVIDE APPROPRIATE FLOOR SURFACE. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING. 3. ALL TELEPHONE AND COMPUTER WIRING AND TERMINATIONS SHALL BE PROVIDED AND PULLED BY TENANT'S CONTRACTOR UNO. GENERAL CONTRACTOR SHALL PROVIDE BOXES, CONDUIT, RING AND PULL STRING. 4. ALL POWER, DATA REQUIREMENTS TO BE VERIFIED WITH TENANT. 5. ALL BANKING EQUIPMENT FTIT. 6. ALL SECURITY EQUIPMENT FTIT. COORDINATE CONDUIT, POWER, AND DATA REQUIREMENTS WITH TENANT. 7. ALL FURNITURE FTIT. 8. ALL MERCHANDISING ASSEMBLIES FTIT. 9. REFER TO SHEET A7.5 FOR EQUIPMENT SCHEDULES. 10. REFER TO SHEET CS1.3 FOR SYMBOLS LEGEND DUPLEX RECEPTACLE OUTLET DUPLEX RECEPTACLE OUTLET - DIRECT WIRED OR DEDICATED DUPLEX RECEPTACLE OUTLET-SWITCH/HALF HOT Q FOURPLEX RECEPTACLE OUTLET HI COMBINATION TELEPHONE/ DATA OUTLET -4 TELEPHONE OUTLET IA DATA OUTLET C COAX CABLE -VIDEO MESSAGING OR SECURITY SYSTEM FLUSH FLOOR MOUNTED DUPLEX OUTLET FLUSH FLOOR MOUNTED FOURPLEX OUTLET FLUSH FLOOR MOUNTED TELEPHONE/DAT OUTLET FLUSH FLOOR MOUNTED TELEPHONE/DATA & DUPLEX OUTLET FLUSH FLOOR MOUNTED TELEPHONE/DATA & FOURPLEX OUTLET CARD READER WHIP WITH POWER AND DATA TO POWERED FURNITURE PANEL; COORDINATE WITH TENANT'S FURNITURE VENDOR FOR EXACT REQUIREMENTS 1 T OUTLET SWITCH W/ 12 HR. TIMER E EXISTING TO REMAIN KEY NOTES O NO SWITCHES, THERMOSTATS, CONTROLS OR OTHER DEVICES TO BE LOCATED ON THIS WALL, UNO O VERIFY POWER/DATA REQUIREMENTS FOR EQUIPMENT WITH TENANT O NO ELECTRICAL/DATA HAS BEEN SHOWN IN THIS SPACE. ELECTRICAL/DATA REQUIREMENTS FOR THIS ROOM TO BE DEVELOPED BY GC IN CONCERT WITH TENANT REQUIREMENTS ® OUTLETS TO BE LOCATED INSIDE CASEWORK SEE ENLARGED CASEWORK DRAWINGS O PROVIDE CONDUITS FOR POWER/DATA CORE DRILL THRU SLAB REVI INED FOR CODE COMPLIANCE 1-i" A PROVED APR 2 2 2016 City of WWI BUILDING DIVISION a NELSON company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVP DESIGN SERIOUS FUN /7 SEAL \ CONSULTANT PROJECT NAME TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DESCRIPTION ECEIVED OF TUKWILA AR 0-4 2016 IT -CENTER YINFORMATION PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME WING TITLE POWER, DATA & EQUIPMENT PLAN DRAWING NUMBER 2.3 © EHS Design, Inc. BREAK ROOM HOTELLING 109 STORAGE 106 RESTROOM RESTROOM 104 GATHER 103 ATM SERVICE RM HOTELLING FINANCIAL SERVICES 111 FINISH PLAN Scale: 1/4" = 1'-0" FINISH NOTES 1. ALL FINISHES TO BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS FOR THE PARTICULAR SURFACE. 2. CONTRACTOR TO PROVIDE THREE SUBMITTALS OF ALL FINISH MATERIALS FOR ARCHITECT'S APPROVAL PRIOR TO COMMENCEMENT OF WORK. 3. THE CONTRACTOR IS RESPONSIBLE TO WARRANTY THE FLOOR COVERING & SHALL PROVIDE MAINTAINENCE & CLEANING INSTRUCTIONS TO TENANT. 4. CONTRACTOR TO PROVIDE SUBMITTAL ON CARPET PLACEMENT, SEAMING DIAGRAM, AND PATTERN LAYOUT PRIOR TO INSTALLATION. 5. CENTER TRANSITIONS UNDER DOORWAY UNO. SEE SHEET A7.4 FOR FLOORING TRANSITION DETAILS. 6. USE LOW VOC SEALANTS & ADHESIVES WHENEVER POSSIBLE FOR INSTALLATION OF FINISH MATERIALS. 7. PAINT ALL EXISTING TO REMAIN FIRE EXTINGUISHER CABINETS TO MATCH ADJACENT WALL FINISH; SEMI -GLOSS FINISH. 8. PAINT ALL HVAC GRILLES, DIFFUSERS, AND ACCESS PANELS LOCATED IN GWB CEILINGS & WALLS TO MATCH ADJACENT FINISH; SEMI -GLOSS FINISH. 9. INSTALL CARPET, CPT -1, THROUGHOUT, TYP., UNO. 10. INSTALL WOOD BASE, B-1, THROUGHOUT, TYP., UNO. 11. PAINT ALL WALLS, PT -1, THROUGHOUT, TYP., UNO. 12. PAINT DOOR AND FRAMES, PT -X, UNO. 13. SEE SHEET A7.4 FOR FINISH SCHEDULE. 14. REFER TO SHEET CS1.3 FOR SYMBOLS KEY NOTES O START POINT OF FLOOR PATTERN O DIRECTION OF CARPET, TYP REV1 VVED FOR CODE COMPLIANCE APPROVED APR 2 2 2016 City of Tukwila BUILDING DIVISION ehs a NELSON company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL RITZE ' IER ASHXNGTON \ CONSULTANT PROJECTNAME T TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING HISTORY N0. DATE DESCRIPTION R n CITY F TUKWILA M 016 R 04 PER ITTER INFORMATION PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME FINISH PLAN DRAWING NUMBER A2.4 © EHS Design, Inc. NEW ALUMINUM -FRAME STOREFRONT. FINISH AND MATERIAL TO MATCH EXISTING, TYP. f;, ; NEW ALUMINUM -FRAME STOREFRONT. FINISH AND MATERIAL TO MATCH EXISTING, TYP. NEW ALUMINUM -FRAME STOREFRONT. FINISH AND MATERIAL TO MATCH EXISTING, TYP. EXTERIOR SOUTH ELEVATION \__} Scale: 1/4" = 1'-0" NEW PROPOSED SIGN UNDER SEPARATE APPLICATION ; NEW ALUMINUM -FRAME STOREFRONT. FINISH AND MATERIAL TO MATCH EXISTING, TYP. NEW ALUMINUM -FRAME STOREFRONT. FINISH AND MATERIAL TO MATCH EXISTING, TYP. EXTERIOR SOUTH ELEVATION \__} Scale: 1/4" = 1'-0" NEW PROPOSED SIGN UNDER SEPARATE APPLICATION 7,1 ii, NEW ATM NEW NIGHT DEPOSIT — NEW ALUMINUM -FRAME STOREFRONT. FINISH AND MATERIAL TO MATCH EXISTING, TYP. NEW ALUMINUM -FRAME STOREFRONT. FINISH AND MATERIAL TO MATCH EXISTING, TYP. r EXTERIOR EAST ELEVATION MAIN ENTRY DOORS Scale: 1/4" = 1'-0" 1 J 1 NEW HOLLOW METAL DOOR, FRAME AND OPENINGS. SEE PLAN. EXTERIOR NORTH ELEVATION Scale: 1/4" = 1'-0" 1 4,7 NEW ALUMINUM -FRAME STOREFRONT. FINISH AND MATERIAL TO MATCH EXISTING, TYP. EXTERIOR WEST ELEVATION Scale: 1/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2016 City of Tukwila BUILDING DIVISION ehs a NELN company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIV8 DESIGN SERIOUS FUN SEAL CONSULTANTS PROJECTNAME ED T UNION TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWINGHISTORY NO. DATE DESCRIPTION R OFLTLUKD CITYWIL,4 MA PERMI R 0 4 2016 T CENTER INFORMATION PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME DRAWING TITLE EXTERIOR ELEVATIONS DRAWING NUMBER A3.1 EHS Design, Inc. r L NI J 7,1 ii, NEW ATM NEW NIGHT DEPOSIT — NEW ALUMINUM -FRAME STOREFRONT. FINISH AND MATERIAL TO MATCH EXISTING, TYP. NEW ALUMINUM -FRAME STOREFRONT. FINISH AND MATERIAL TO MATCH EXISTING, TYP. r EXTERIOR EAST ELEVATION MAIN ENTRY DOORS Scale: 1/4" = 1'-0" 1 J 1 NEW HOLLOW METAL DOOR, FRAME AND OPENINGS. SEE PLAN. EXTERIOR NORTH ELEVATION Scale: 1/4" = 1'-0" 1 4,7 NEW ALUMINUM -FRAME STOREFRONT. FINISH AND MATERIAL TO MATCH EXISTING, TYP. EXTERIOR WEST ELEVATION Scale: 1/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2016 City of Tukwila BUILDING DIVISION ehs a NELN company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIV8 DESIGN SERIOUS FUN SEAL CONSULTANTS PROJECTNAME ED T UNION TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWINGHISTORY NO. DATE DESCRIPTION R OFLTLUKD CITYWIL,4 MA PERMI R 0 4 2016 T CENTER INFORMATION PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME DRAWING TITLE EXTERIOR ELEVATIONS DRAWING NUMBER A3.1 EHS Design, Inc. ELEVATION AT ATM SERVICE DOOR Scale: 3/8" = ELEVATION AT INTERIOR ATM \ Scale: 3/8" = (T) (T) (T) (T) / (T) / 4'-0" ELEVATION AT TELLER WALL/HOTELLING Scale: 3/8" = — MONITOR & MOUNT, FTIF ELEVATION AT GATHER Scale: 3/8" = (T) • (T) X / / / / (T) '/7 / / '/7 ELEVATION AT ENTRY Scale: 3/8" = L _L (T) (T) (T) 6 EQUAL ELEVATION AT TELLER WALL/GATHER Scale: 3/8" = REVIEWED FOR CODE COMPLIANCE Ac'' PROVED APR 2 2 2016 City of Tukwila BUILDING DIVISION / (T) • (T) (T) (T) (T) (T) (T) (T) (T) (T) (T) / / / / / / 7'' (T) ELEVATION AT RELAX Scale: 3/8" = ehs a NELSON company OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLO -IONS INNOVATIVE DESIGN SERIOUS FUN EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com / SEAL 608 ) RITZE IER SHINGTON 411 )1Pf' f I/11 \ CONSULTANT PROJECT NAME SA -ftr CREDIT IJNIO TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING HISTORY NO. DATE DESCRIPTION RECEIVED CITY OF TUKWILA MAR 04 2016 PERMIT CENTER INFORMATION PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME INTERIOR ELEVATIONS DRAWING NUMBE.R A3.2.1 ® EHS Design, Inc. ELEVATION AT ATM SERVICES Scale: 3/8" = 1'-0" 4 EQUAL / • 4 A6.9.1 i 2'-0" 3'-0" ELEVATION AT BREAK ROOM Scale: 3/8" = 1'-0" • 0 M • 0 fV 2 EQ 2'-4" / ELEVATION AT ATM SERVICES Scale: 3/8" = 1'-0" 3'-2" • 3'-0" 11 3'-2" X 9 iD ELEVATION AT HOTELLING Scale: 3/8" = 1'-0" ELEVATION AT BREAK ROOM Scale: 3/8" = 1'-0" ELEVATION AT BREAK ROOM Scale: 3/8" = 1'-0" REVILWED FOR CODE COMPLIANCE APPROVED APP 2 2 2016 City of Tukwila BUILDING DIVISION ehs a NELSON company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-desfgn.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN C 4,. • RITZE :TER TAT ASHINGTON ',CONSULTANT PROJECTNAME TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING HISTORY NO. DATE DESCRIPTION R CITY ECEIVED OF-TUKWILA AR 0 4 2016 IT CENTER PROJECT NUMBER: TEAM: INFORMATION' Yti 15.01727.00 RP, KK, ME DRAWING TITLE INTERIOR ELEVATIONS DRAWING NUMBER A3.2.2 EHS Design, Inc. /.// ELEVATION AT HOTELLING Scale: 3/8" = 1'-0" ELEVATION AT BREAK ROOM Scale: 3/8" = 1'-0" ELEVATION AT BREAK ROOM Scale: 3/8" = 1'-0" REVILWED FOR CODE COMPLIANCE APPROVED APP 2 2 2016 City of Tukwila BUILDING DIVISION ehs a NELSON company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-desfgn.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN C 4,. • RITZE :TER TAT ASHINGTON ',CONSULTANT PROJECTNAME TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING HISTORY NO. DATE DESCRIPTION R CITY ECEIVED OF-TUKWILA AR 0 4 2016 IT CENTER PROJECT NUMBER: TEAM: INFORMATION' Yti 15.01727.00 RP, KK, ME DRAWING TITLE INTERIOR ELEVATIONS DRAWING NUMBER A3.2.2 EHS Design, Inc. AA 4 E PLASTIC LAMINATE WAINSCOT ELEVATION AT RESTROOM Scale: 3/8" = 1'-0" /9 ELEVATION AT RESTROOM Scale: 3/8" = V-0" a I I 0 o ct 5 < Z i F 4 ELEVATION AT RESTROOM Scale: 3/8" = 1-0 PLASTIC LAMINATE WAINSCOT FRONT OF WC PLASTIC LAMINATE WAINSCOT ELEVATION AT RESTROOM 3� Scale: 3/8 = 1-0 ELEVATION AT RESTROOM Scale: 3/8" = 1'-0" Q OO SINK MIRROR 2'17111—Z7t O 01 F•1 M 5 0 PLASTIC LAMINATE WAINSCOT IL—AA 4 ELEVATION AT RESTROOM Scale: 3/8" = 1'-0" 7� ELEVATION AT RESTROOM Scale: 3/8 = 11-0" 1'-0" MAX A AA B GRAB BAR 16 C TOILET SEAT COVER DISP. D PAPER TOWEL DISPENSER/ WASTE RECEPTACLE TYPICAL EQUIPMENT ELEVATIONS E Scale: 3/8" = 1'-0" T. PAPER DISPENSER/ NAPKIN DISPOSAL F HAT/COAT HOOK G H LAVATORY MIRROR S PAPER TOWEL DISP. 3'-3" AA 36" MIN * 3'-6" M TOILET SIDE • X24" MIN DEQ' -EQ 1 a PLASTIC LAMINATE WAINSCOT AA C GRAB BAR SHALL BE 1 1/2" 0 TYP FRONT * 36' MIN . WHEN WALL SPACE PERMITS AA A I l ELEVATION AT RESTROOM Scale: 3/8" = 1'-0" 10 PLAN AT RESTROOMS Scale: 3/8" = 1'-0" GENERAL NOTES 1. DIMENSIONS ARE TO FACE OF FINISH. 2. WOOD BLOCKING INSTALLED INSIDE WALL TO SUPPORT WALL MOUNTED FIXTURES SHALL BE FIRE TREATED. REFER TO MANF. FOR SUPPORT PLATES @ GRAB BARS 3. COORDINATE ALL TOILET HANDLE LOCATIONS SO THEY ARE ON THE APPROACH SIDE OF THE TOILET TO MEET ADA ACCESS AND CONTROL REQUIREMENTS, TYP. 4. HVAC CONDENSATE DRAINS THAT ARE ROUTED TO LAVATORY P -TRAPS MUST BE FULLY LOCATED UNDER THE LAVATORY SO THEY CAN NOT BE SEEN, TYP. CONDENSATE DRAINS ARE NOT TO INTERFERE WITH REQUIRED BARRIER FREE KNEE SPACE BELOW LAVATORIES AT ANYTIME. VERIFY MANUFACTURERS BARRIER FREE INSTALLATION HEIGHTS AS CURRENT AND CONFORM TO ADAAG, IBC AND LOCAL BARRIER FREE CODES. BRUSHED STAINLESS STEEL TRIM AT SHEET EDGES, CORNERS, TOP, & 5. BOTTOM PLASTIC LAMINATE WAINSCOT OVER 1/4" MARINE GRADE PLYWOOD BACKER BOARD CERAMIC FLOOR TILE AND BASE SEALANT AND BOND BREAKER WATERPROOF MEMBRANE WALL AND FLOOR SECTION AT WAINSCOT Scale: 1" = 1'-0" REVIEWED FOR �9AE CQMPLIANCE APPROVED APR 2 2 2016 City of Tukwila BUILDING DIVISION TOILET ACCESSORY LEGEND A AA B c D E F G H I MFRACTURER: BOBRICK (OR EQUAL) CLASSIC SERIES, UNO STAINLESS STEEL WITH SATIN FINISH GRAB BAR - 42" LONG - #B-6806 SERIES GRAB BAR - 18" LONG - #B-6806 SERIES GRAB BAR - 36" LONG - #B-6806 SERIES RECESSED TOILET -SEAT -COVER DISPENSER #B-301 RECESSED PAPER TOWEL DISPENSER #B-35903 RECESSED SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER #63094.60 (THEFT -RESISTANT) SURFACE -MOUNTED HAT AND HOOK #B-6827 MIRROR SURFACE -MOUNTED PAPER TOWEL DISPENSER #B-2621 (IN BREAK ROOM ONLY) 12"X18"X72" LOCKER, 3 TIER WASHROOM FIXTURE LEGEND FAUCET MFG: KOHLER - CABRIOLE SINGLE -CONTROL LAVATORY FAUCET WITH LEVER HANDLE #K14616 -4 -CP IN POLISHED CHROME AUTOFAUCET, MFR: TECHNICAL CONCEPTS - MILANO #500484 CHROME FINISH WALL MOUNTED LAVATORY - MFR: KOHLER, PINOIR #2035-1 IN WHITE FINISH WITH ATTACHED DRAIN AND HOT WATER PIPE COVER WASTE AND HOT WATER PIPE INSULATION KIT - WHITE COVER FLOOR MOUNTED TOILET MFR: TOTO PLUMBING (OR EQUAL) MODEL: CST412MF AQUTA DIAL FLUSH COLOR: COTTON NTED URINAL MFR: TBD 1 1 2 3 4 e a NELSON company OPEN COLLABORATION CREATNE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-des(gn.com SEAL PROJECTNAME CRED AL IT UNION TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING HISTORY NO. DATE R CITY DESCRIPTION FCFIVED OF TUKWILA MAR 0 4 2016 MIT CENTER INFORMATION PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME DRAWING TITLE ENLARGED RESTROOM PLANS & ELEVATIONS DRAWING NUMBER Ea A5.1 © EHS Design, Inc. L STRUCTURE ABOVE f 12" LEG © ALTERNATE STL. STUD BRACE HEAD CEILING PLAN NO INSULATION INSULATE AS SHOWN 1 TYPE "A,'PARTITION \ SCALE:1 1/2"=11-0" DEEP LEG DEFLECTION TRACK WITH SLOTTED HOLES HEAD PLAN NO INSULATION 0 INSULATE AS SHOWN TYPE "B" PARTITION Scale: 1 1/2"=1'-0" STRUCTURE ABOVE 12" LEG @ ALTERNATE STEEL STUD BRACE45O CEILING PLAN NO INSULATION INSULATED AS SHOWN *-1 TYPE "C,' PARTITION SCALE:1 1/2"=11-0" NOTE: PROVIDE FIRE- SEALANT OR FIRE-SAFING INSULATION AT ALL PENETRATIONS IN 1 -HR. RATED CONSTRUCTION. (2) - 1/4" RAMSET (OR EQ.), 1" MIN. EMBED BRACE 3/4" DIA. RIGID METAL CONDUIT AS SHOWN OR 25GA. STEEL STUDS (ALTERNATIVE), SPACE BRACE AT 4'-0" O.C. ALTERNATE DIRECTION (180°) EVERY BRACE SCREW TO WALL TRACK W/2 #10 SELF -TAPPING SCREWS & SPACER ONE LAYER GWB TYPE "X" EA. SIDE OF 3 5/8" MTL. STUD, CONTRACTOR VER. GA./ SPACING REQ. FOR SPANS (USE L/360 DEFLECTION), ADD ACOUSTICAL BATT INSULATION IN WALL WITH 4'-0" WIDE BATTS EA. SIDE OF WALL ABOVE CLG. STRUCTURE ABOVE CONTINUOUS ACOUST. SEALANT (2) 1/4" RAMSET (OR EQ), 1" MIN EMBED @ 1'-4" OC 2" EDGE MOLDING OR 7/8" EDGE MOLDING WITH ARMSTRONG BERC2 CLIP SCHEDULED CEILING 3 5/8" METAL STUD, CONTRACTOR VER. GA./ SPACING REQ. FOR SPANS (USE L/360 DEFLECTION), ONE LAYER GWB TYPE "X" EA SIDE ADD ACOUSTICAL BATT INSULATION IN WALL W/ 4'-0" WIDE BATTS EA. SIDE OF WALL ABOVE CLG. (2) 1/4" RAMSET (OR EQ), 1" MIN EMBED BRACE 3/4" DIA RIGID METAL CONDUIT AS SHOWN OR 25 GA STEEL STUDS (ALTERNATIVE) SPACE BRACE AT 4'-0" OC ALTERNATE DIRECTION (180°) EVERY BRACE FACTORY EDGE OR J -BEAD SCREW TO TRACK WITH 2-#10 SELF -TAPPING SCREWS & SPACER (1) LAYER GWB TYPE "X" EACH SIDE 3-5/8" METAL STUD, VERIFY GA REQUIRED FOR SPANS ADD ACOUSTICAL BATT INSULATION IN WALL WITH 4'-0" WIDE BATTS EACH SIDE OF WALL ABOVE CEILING 1 -LAYER 5/8" GWB, TYPE "X" EACH SIDE. REF. PARTITIONS TYPES AS SHOWN ON PLANS (2) 1" MIN. EMBED, DRIVEN FASTENERS @ 2'-0" O.C., TYP. BASE, AS SCHEDULED ACOUSTICAL SEALANT @ NON -RATED PARTITIONS, FIRE SEALANT @ ALL RATED PARTITIONS /4 PARTITION CONNECTION @ FLOOR \ Scale: 1 1/2"=11-0" GENERAL NOTES 1. ALL PARTITIONS OR FURRING STRIPS SHALL BE 24" OC, UNLESS OTHERWISE NOTED. 2. ALL METAL STUDS SHALL BE 25 GAUGE UNLESS OTHERWISE NOTED. 3. ALL GYPSUM WALLBOARD TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. 4. ALL FIRE RATED PARTITIONS SHALL COMPLY WITH THE "FIRE RESISTANCE DESIGN MANUAL" PUBLISHED BY THE GYPSUM ASSOCIATION AND/OR THE LOCAL GOVERNING BUILDING CODE. CONSTRUCTION PROCEDURES MUST SATISFY ALL REQUIREMENTS OF THE GOVERNING AUTHORITIES TO ACHIEVE THE FIRE RATING INDICATED. 5. ALL PENETRATIONS OF THE RATED PARTITIONS SHALL BE PROTECTED BY EQUIVALENT FIRE RATED DAMPERS, LABELED DOOR, FRAMES, HARDWARE, ETC. 6. FIRE EXTINGUISHER CABINETS AND ELECTRICAL PANELS TO BE FLUSH MOUNTED IN THE FIRE RATED WALLS. VERIFY LOCATIONS WITH FIRE DISTRICT CHIEF. 7. PROVIDED 18 GA. BACKING FOR TOILET ACCESSORIES AND WALL MOUNTED EQUIPMENT. 8. AT WET OR DAMP AREAS UTILISE TYPE "WR" GYPSUM WALLBOARD PER MFG. RECOMMENDATION. 9. ABOVE ACOUSTICAL PARTITIONS PROVIDE 4'-0" WIDE ACOUSTICAL BATT INSULATION AT CEILING EACH SIDE OF WALL UNO. 10. ALL RATED PARTITIONS FROM FLOOR TO DECK ABOVE. REVIEWED FOR CODE COMPLIANCE - APPROVED APR 2 2 2016 City of Tukwila BUILDING DIVISION ehs aNE N company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN 4r// Yrrittkt}, SEAL RITZE TER A HINGTON II sIIANT PROJECT NAME SA.L TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DESCRIPTION REC CITY OF -IVED TUKWILA PERMIT 4 2016 CENTER PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME DRAWINGS TITLE WALL TYPES AND DETAILS DRAWING NUMBER A6.4 EHS Design, Inc. SUPPORT WIRES WITHIN 8" OF WALL FASTEN GRIDS TO CLIPS AT ATTACHED (FIXED) WALLS ,>8 PERIMETER ANGLE CEILING GRID NOTE: REFER TO INSTRUCTIONS AND SPECIFICATION BY ARMSTRONG CEILING SYSTEMS 7/8" WIDE PERIMETER ANGLE. BERC2 CLIPS AND SUPPORT WIRES SUPPORT CEILING GRID AT ATTACHED WALLS BERC2 CLIP AT ATTACHED WALL Scale: 1" =1'-0" / SUPPORT WIRES WITHIN 8" OF WALL PERIMETER ANGLE CEILING GRID NOTE: REFER TO INSTRUCTIONS AND SPECIFICATION BY ARMSTRONG CEILING SYSTEMS 7/8" WIDE PERIMETER ANGLE. BERC2 CLIPS AND SUPPORT WIRES SUPPORT AND ALLOW MOTION OF CEILING GRID AT UNATTACHED WALLS BERC2 CLIP AT UNATTACHED WALL Scale: 1" =1'-0" (2) 12 GA. SLACK WIRES AT DIAGONAL FIXTURE CORNERS ATTACH TO STRUCTURE ABOVE CROSS TEE MAIN TEE LIGHT FIXTURE CEILING TILE LIGHT FIXTURE CLIPS, ATTACH TO MAIN CEILING TEE AT EACH CORNER (4) PER FIXTURE SEISMIC BRACE AT LIGHT FIXTURE Scale: NOT TO SCALE RCP TERMINATION ACOUSTIC CEILING PANEL SEE RCP SHEETS A2.2 GWB CORNER BEAD, TYP. 0 1� DETAILAT SOFFIT EDGE SCALE: 1 -1, 0 2 1/2" METAL STUD UP TO STRUCTURE • 24" OC 5/8" GWB CONTINUE TO UNDERSIDE OF ROOF FOR FIRE -BLOCKING 2 1/2" METAL STUD BRACE UP TO STRUCTURE BOTH DIRECTIONS SEE RCP® SHEET A2.2 HORIZONTAL METAL STUD @ 16" OC 5/8" GWB ALL SURFACES COMPRESSION STRUT: STEEL SECTION WITH L/R RATIO OF 200 MAX. ATTACH TO MAIN RUNNERS WITH 1/4" MACHINE BOLT. ATTACH STRUT TO MAIN RUNNER WITH 1/4" MACHINE BOLT. INSTALL WOOD BLOCKING TO EXISTING WOOD FRAMING AND ATTACH STRUT TO WOOD BLOCKING WITH 1/4" LAG SCREW WITH MIN. 4" EMBED. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. 1 1/4" 1 5/8" LENGTH rREQ STRUT 4' 0.24IN - 158IU20 250IU20 350IU20 0.36IN - 400IU20 6' 8' 10' RsUPP. 0.410 0.399 0.382 0.380 0.48IN C3 5/8xC20 0.594 0.60IN C3 5/8xC20 0.594 * STUDS & PROPERTIES AS LISTED BY M.S.M.A. TYPICAL: 12 GA VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MIN 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE --� r-4, TYPICAL: 12 GA BRACING WIRE WITH MIN 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE 2" MAX FROM BRACING WIRES TO CROSS RUNNERS CROSS RUNNER MAIN RUNNER NP. COMPRESSION STRUT DETAIL AT ACP CEILING SCALE: NTS MAX OR 1/4 OF LENGTH OF TH END RUNNER WHICHEVER IS LESS " " V811 0 �o / MAX / MAX ADDITIONAL CROSS RUNNERS WHERE 2'X2' GRID OCCURS MAX • - MAX 8" MAX 53\ OC MAX / OC MAX / MAX 0 // 0 • y• • o 0 0 0 0 e -e --L: • of 0 X O - - 0 0 0 0 L� - 0 0 0 • 0 0 0 0 0 0 0 0 0 X N O O O c1�O 1 4 DIAGONAL BRACE WIRES AT 8'X12' GRID MAX TYP. ACP CEILING BRACING DETAIL SCALE: NTS SEE RCP SHEETS A2.2 SEE RCP SHEETS A2.2 03 11 CROSS RUNNERS AT 2'-0" OC MAIN RUNNERS AT 4'-0" OC 12 GA VERTICAL HANGER WIRES AT 4'-0" OC MAX TYP SPREADER BARS AT ENDS OF MAIN TEES 12 GA HANGER WIRES AT PERIMETER SOFFIT SUPPORT PER STRUCTURAL PLANS AND DETAILS 5/8" GWB CONTINUE TO UNDERSIDE OF ROOF FOR FIRE -BLOCKING r5/8" GWB PAINTED (.1 DETAIL AT SUSPENDED GWB SOFFIT SCALE: 1"=1'-0" VERTICAL HANGER WIRE: 9 GA WIRE MAX SPAN 4'X3' (12 SF) WITH FURRING AT 16" OC 8 GA WIRE MAX SPAN OF 4'X4' (16 SF) WITH FURRING AT 12" OC ALL AHANGER WIRE WITH 3 TURNS WITHIN 1 1/2" MAX SPLAY WIRE: 12 GA MIN SEISMIC BRACE SPACED AT 2'X12' MAX AND WITHIN 6'-0" OF WALL. PROVIDE CONNECTION BETWEEN DIAGONAL WIRES AND MAIN RUNNER TO PREVENT SLIPPING WITH 4 TIGHT TURNS WITH 1 1/2" MAX TYP pd - COMPRESSION STRUT: STEEL SECTION WITH L/R RATIO OF 200 MAX. STARTING NOT MORE THAN 4'-0" FORM ADJACENT WALL TO SUPPORT A TRIBUTARY AREA OF 144 SF. ATTACH STRUT TO MAIN RUNNER WITH 1/4" MACHINE BOLT. INSTALL WOOD BLOCKING TO EXISTING WOOD FRAMING AND ATTACH STRUT TO WOOD BLOCKING WITH 1/4" LAG SCREW WITH MIN. 4" EMBED. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. LENGTH r ; • STRUT R • P, L 1 1/4" 1 5/8" 4' 0.24IN - 158IU20 250IU20 350IU20 6' 0.36IN 400IU20 8' 0.48IN 10' 0.60IN C3 5/8xC20 C3 5/8xC20 0.410 0.399 0.382 0.380 0.594 0.594 * STUDS & PROPERTIES AS LISTED BY M.S.M.A. TYPICAL: 7/8" 26 GA MIN HAT CHANNEL AT GYP BOARD CEILING TYPICAL: 1 1/2" X 1.12 #/FT. MIN RUNNER CHANNEL AT 4'-0" OC MX 16 M 2" MAX FRON 4 EACH SPLAY WIRE HANGER WIRE TYP. COMPRESSION STRUT DETAIL AT GWB CEILING SCALE: NTS MAX OR 1/4 OF LENGTH OF l RUNNER WHICHEVER " " 1l I. S LESS o NU / / - - • - 8" MAX OC MAX / OC MAX / MAX // • y• • X O - - L� - 0 0 0 0 0 0 c� o --- 4 DIAGONAL BRACE WIRES , 8 GA HANGER WIRES AT AT 8'X12' GRID MAX PERIMETER 11 TYP. GWB CEILING BRACING DETAIL SCALE: 1"=1'-0" - 7/8" FURRING CHANNERLS AT 2'-0" OC MAX 1 1/2" X 1.12 #/FT MIN, CHANNELS AT 4'-0" OC 8GA VERTICAL HANGER WIRES AT 4'-0" OC MAX TYP REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 13 2016 PERMIT CENTER GENERAL NOTES 1. ALL SOFFIT, FASCIA AND GWB CEILING FRAMING IS TO BE ANCHORED TO ROOF JOISTS, NOT ROOF DECK. 2. ALL SOFFIT, FASCIA AND GWB CEILING FRAMING TO BE STEEL STUDS SPACED MAX. 16" O.C. AND DIAGONALLY BRACED MAX. 48" O.C. 3. DRYWALL SCREWS ARE NOT ACCEPTABLE FOR ANY METAL TO WOOD OR METAL TO METAL CONNECTIONS. 4. IN EVERY CASE WHERE METAL FRAMING CONNECTS TO WOOD INSTALL WITH 1-1/4" TYPE S OVAL HEAD SCREWS OR 8D NAILS. PROVIDE 1/2"O WASHERS AT ALL PULL OUT CONNECTIONS. PULL OUT CONNECTIONS ARE WHEN SCREW OR NAIL IS IN VERTICAL ORIENTATION. 5. IN EVERY CASE WHEN METAL FRAMING ATTACHES TO METAL FRAMING INSTALL WITH #10 SHEET METAL SCREWS. ALL CONNECTIONS TO BE SHEAR WITH SCREWS IN HORIZONTAL ORIENTATION. 6. STEEL ANGLES ARE 25 GA GALV. BREAK SHAPE WITH 2" LEGS. FRABICATE LONG LENGTHS AND FIELD CUT TO APPROPRIATE LENGTHS. 7. ALL CEILING INSTALLATIONS SHALL CONFORM TO CBC SECTION 1614A AND TO BASIC MINIMUMS ESTABLISHED IN ASTM C 636. SUSPENDED CEILING NOTES: NOTE: SEISMIC REQUIREMENTS FOR SUSPENDED CEILINGS. REFERENCE ASCE (AMERICAN SOCIETY OF CIVIL ENGINEERS) 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" SECTION 13.5 AND ASTM E 580, SECTION 5 SEISMIC DESIGN CATEGORIES D, E AND F. A. A HEAVY DUTY T -BAR GRID SYSTEM SHALL BE USED. B. THE WIDTH OF THE PERIMETER CLOSURE ANGLE SHALL BE NOT LESS THAN 2". WHERE PERIMETER SUPPORTING CLIPS ARE USED, THEY SHALL BE QUALIFIED IN ACCORDANCE WITH APPROVED TEST CRITERIA. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 3/4" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE. NOTE: ARMSTRONG'S "PRELUDE XL" SUSPENSION SYSTEM QUALIFIES AS AN ALTERNATE METHOD. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE IS ALLOWED TO BE 7/8" WHEN AN ARMSTRONG BERC2 CLIP IS USED AT THE TWO UNATTACHED WALL ENDS WITH A CLEARANCE OF 1/2" TO 5/8". THE OTHER TWO ADJACENT WALL ENDS SHALL BE ATTACHED. THE STABILIZER BARS AT THE PERIMETER ARE ALLOWED TO BE ELIMINATED. C. FOR CEILING AREAS EXCEEDING 1000 SQUARE FEET, HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL. RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF ATTACHMENT OF CEILING GRID TO LESS THAN 1/4" FOR THE LOADS PRESCRIBED IN ASCE 7-10 SECTION 13.3.1 D. FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQUARE FEET, EACH WITH A RATIO OF THE LONG TO SHORT DIMENSION LESS THAN OR EQUAL TO 4, SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES OR CHANNELS IN ACCORDANCE WITH ITEM B AND HORIZONTAL RESTRAINTS OR BRACING. PENETRATIONS IN SUSPENDED CEILINGS SHALL HAVE A 2" OVERSIZED RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. F. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. G. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. H. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF ASCE 7-10 SECTION 11A.1.3.9 WHICH REQUIRE PERIODIC CIAL INSPECTI ► , ! U« TH .; ORAGE OF PENDED CEI ehs a NELSON company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL ITZ 'BIER ASHINGTON CONSULTANT PROJECT NAME S CREDIT UNION TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE APRIL 14, 2016 ISSUE FOR PERMIT REVISIONS #1 DRAWING HISTORY NO. DATE DESCRIPTION AN \ 4/14/16 ISSUE FOR PERMIT REVISIONS #1 3/02/16 ISSUE FOR PERMIT NFORMATIONI PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME DRAWING TITLE CEILING & SOFFIT DETAILS DRAWING NUMBER A6.6 © EHS Design, Inc. 1'-2" UNO 1 ADJUSTABLE SHELVES \ SCALE: 1"=V-0" 1'-3", TYP. 1'-0", TYP. NOTE: PROVIDE BRACING AT PARTITION HEAD AS REQUIRED BY CODE 3/4" PLYWOOD SHELF WITH PLASTIC LAMINATE FINISH AT TOP, BOTTOM AND 4 EDGES HEAVY DUTY SHELF BRACKET HEAVY DUTY ADJUSTABLE SHELF STANDARDS AT 2'-0" OC MAXIMUM PROVIDE 6" HORIZONTAL 18 GA SHEET METAL BACKING @ 2'-0" OC FOR SHELF ATTACHMENT (MIN SPAN OF 3 STUDS) PL -1 SHELF AND CLEATS AT ALL EXPOSED SURFACES 6'-0" AFF /CHROME FINISH ESCHUCHEON AND ROD, PROVIDE INTERMEDIATE SUPPORTS AS REQUIRED BY LENGTH OF ROD, UNSUPPORTED LENGTH NO GREATER THAN 36" 4'-0" AFF COAT ROD AND SHELF SCALE: 1"=1'-0" ACCESSIBLE SHELF & ROD 2'-1" UNO 9 ch 0 COUNTER \ SCALE: 1"=11-0" 2'-1" UNO C CN 5 C 3" BASE CABINET - WITH 4 DRAWERS SCALE: 111=11-0" 9 NOTE: DEPTH OF UPPER CABINETS TO BE 13" INSIDE CLEAR TO ACCOMODATE FULL SIZE BINDERS C-� CLOSED UPPER CABINET SCALE: 1"=1'-0" NOTE:DEPTH OF UPPER CABINETS TO BE 13" INSIDE CLEAR TO ACCOMODATE FULL SIZE BINDERS TOP OF CABINET TO ALIGN WITH ADJACENT CABINET OPEN d - LU 0 1'-9" CLEAR INSIDE PLASTIC LAMINATE BACKSPLASH COUNTERTOP WITH PLASTIC LAMINATE FINISH PLASTIC LAMINATE KNEE BRACE, FINISH TO MATCH COUNTERTOP, UNO BACKSPLASH WITH PLASTIC LAMINATE FINISH PER ELEVATIONS COUNTERTOP WITH PLASTIC LAMINATE FINISH PER ELEVATION, SELF EDGE DRAWER WITH FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE, TYPICAL WIRE PULL LOW PRESSURE LAMINATE AT CABINET/DRAWER INTERIOR - WHITE DRAWER FACE WITH PLASTIC LAMINATE FINISH PER ELEVATIONS, TYPICAL BASE, AS SCHEDULED DOOR WITH PLASTIC LAMINATE FINISH PER ELEVATIONS LOW PRESSURE LAMINATE AT CABINET INTERIOR ADJUSTABLE SHELVES WIRE PULL UNDER CABINET LIGHT FIXTURE PER SCHEDULE REVIEWED FOR CODE CQMPLIANCE APPS OVER' APR 2 2 2016 1 City of Tukwila BUILDING DIVISION LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE DOOR WITH PLASTIC LAMINATE FINISH PER ELEVATIONS WIRE PULL LINE OF CABINET SIDE PANEL MICROWAVE SHELF AND ALL EXPOSED SURFACES, PLASTIC LAMINATE FINISH PER ELEVATIONS UPPER CABINET - W/ MICROWAVE SHELF SCALE: 1"=1'-0" 2'-1" UNO C BASE CABINET - WITH DRAWER BACKSPLASH WITH PLASTIC LAMINATE FINISH PER ELEVATIONS COUNTERTOP WITH PLASTIC LAMINATE FINISH PER ELEVATIONS DRAWER WITH FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE WIRE PULL DRILL FOR METAL PIN SHELF SUPPORTS ADJUSTABLE SHELVES LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE DOOR WITH PLASTIC LAMINATE FINISH PER ELEVATIONS BASE, AS SCHEDULED SCALE: 1"=1'-0" 2'-1" 0 1 MI Z� ADA SINK BASE CABINET SCALE: 1"=11-0" 2'-1" UNO PLASTIC LAMINATE BACKSPLASH, FINISH PER PLAN SINK MAXIMUM OF 6 1/2" DEEP PLASTIC LAMINATE COUNTERTOP, FINISH PER ELEVATION INSULATION WRAP / KIT AT EXPOSED WASTE AND SUPPLY PIPES HATCHED AREA INDICATES CLEARANCE REQUIRED FOR ACCESSIBILITY PLASTIC LAMINATE DOOR, FINISH PER ELEVATION, DOOR OPENS 180° - EXTEND FLOORING AND BASE TO CABINET INTERIOR PROVIDE ATTACHED TOE KICK WITH SUPPORT BRACE - PLASTIC LAMINATE BACKSPLASH FINISH PER ELEVATIONS 0 iV 0 BASE CABINET - W/ VENTING SCALE: 1"=1'-0" 0 1I 0 BASE CABINET - NO DRAWERS SCALE: 1"=1'-0" PROVIDE VENT SLOT AT COUNTERTOP, 1/2" WIDE PLASTIC LAMINATE COUNTERTOP, FINISH PER ELEVATIONS ALTERNATE VENT SLOT LOCATION PLASTIC LAMINATE DOOR, FINISH PER ELEVATIONS LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE DRILL FOR METAL PIN SHELF SUPPORTS BACKSPLASH WITH PLASTIC LAMINATE FINISH PER ELEVATIONS COUNTERTOP WITH PLASTIC LAMINATE FINISH PER ELEVAITONS WIRE PULL PLASTIC LAMINATE ADJUSTABLE SHELVES DRILL FOR METAL PIN SHELF SUPPORTS LOW PRESSURE LAMINATE AT CABINET INTEIRIOR - WHITE DOOR WITH PLASTIC LAMINATE FINISH PER ELEVATIONS BASE, AS SCHEDULED ehs a NE I N company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS .PON SEAL RITZE ; 1Er HINGT+ CONSULTANT PROJECT NAME 3ALAL TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET 4 -,DRAWING HISTORY NO. DATE DESCRIPTION RECE VED CITY OF TUKWILA MAR 0 4 2016 PERMIT CENTER INFORMATIONI PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME DRAWING TITLE DETAILS: CASEWORK DRAWING NUMBER A6.9.1 0 EHS Design, Inc. DOOR SCHEDULE DOOR # DOOR FRAME WIDTH HEIGHT TYPE MATERIAL CORE FINISH TYPE MATERIAL FINISH HARDWARE NOTES 101 PAIR 3'-0" 7'-0" A ALUM. STOREFRONT ALUM A PROVIDE SIGN "DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" 102 3'-0" 7'-0" B HM PT -2 1 PT -2 B INSTALL DOOR SCOPE CENTERED ON DOOR AND MOUNT CL OF DOOR SCOPE AT 60" AFF. 103 4'-0" 8'-0" C GLASS GLASS 104 3'-0" 7'-0" B HM PT -2 1 HM PT -2 C 105 3'-0" 7'-0" B HM PT -2 1 HM PT -2 C 106 3'-0" 7'-0" B HM PT -2 1 HM PT -2 D DO NOT INSTALL DOOR SCOPE 107 3'-0" 7'-0" B HM PT -2 1 HM PT -2 C INSTALL DOOR SCOPE (DS2000 ALS) CENTERED ON DOOR AND MOUNT CL OF DOOR SCOPE AT 60" AFF. 108 3'-0" 7'-0" B HM PT -2 1 HM PT -2 D INSTALL DOOR SCOPE CENTERED ON DOOR AND MOUNT CL OF DOOR SCOPE AT 60" AFF. 109 4'-0" 8'-0" D GLASS GLASS 110 4'-0" 8'-0" F GLASS GLASS DOOR TYPES 12'-0 1/2" FIELD VERIFY 8'-2 1/2" 3'-10" ( D (T) 6'-9 1/2" FIELD VERIFY 2'-11 1/2" 3'-10" ) ;;; (T) T= TEMPERED GLASS 10'-10" FIELD VERIFY 3'-0" 3'-10" 4'-0" (T) (T) (T) B C D F HARDWARE GROUPS GROUP#A QTY: 1 CONCEALED CLOSER QTY: 4 SET PUSH/PULL BAR QTY: 1 QTY: 1 ELECTRIC LOCK WITH KEYPAD/CARD READER ALUMINUM THRESHOLD GROUP #B QTY: 1 QTY: 2 QTY: 1 QTY: 1 QTY: 1 LOCKSET: KABA-ILCO - SIMPLEX L1021 W/ KEY OVERRIDE SILENCER: IVES SR64 (MTL) 112" CLOSER: LCN - 4010 PUSH SIDE, UNO DOOR STOP: IVES 436 DOOR SCOPE: DS2000 ALS GROUP#C QTY: 1 SCHLAGE ATHENS - PRIVACY QTY: 2 QTY: 1 QTY: 1 FRAME TYPES SILENCER: IVES SR64 (MTL) 1 2" CLOSER: LCN - 4010 PULL SIDE, UNO DOOR STOP: IVES 436 SEE SCHEDULE PER SCHEDULE T= TEMPERED GLASS 1 GROUP #D QTY: 1 QTY: 2 QTY: 1 CLOSER: LCN - 4010 PUSH, UNO QTY: 1 DOOR SCOPE: DS2000 ALS SCHLAGE B6ON 619 SINGLE CYLINDER DEAD -BOLT, SATIN NICKEL SILENCER: IVES SR64 (MTL) 1 1" GROUP#E QTY: 1 SCHLAGE ATHENS - PASSAGE QTY: 2 QTY: 1 CLOSER: LCN - 4010 PUSH SIDE, UNO QTY: 1 DOOR STOP: IVES 436 SILENCER: IVES SR64 (MTL) 1 1" DOOR NOTES 1. ALL FINISH HARDWARE SHALL COMPLY WITH ADA REQUIREMENTS. 2. PROVIDE CLOSER AT ALL RATED DOORS. DOOR AND GLAZING U VALUES SHALL NOT EXCEED 0.60 (DOORS) AND 0.75 (VERTICAL GLAZING). VALUES SHALL BE NFRC CERTIFIED. 3. DOORS AND OPERABLE GLAZING SEPARATING CONDITIONED FROM UNCONDITIONED SPACE SHALL BE WEATHER-STRIPPED. 4. THE OPENING FORCE FOR INTERIOR & EXTERIOR DOORS TO BE 5 LBS. MAX per 11B-404.2.9 CBC. 5. ALL NEW HARDWARE TO BE SATIN CHROME 6. WITH THE EXCEPTION OF KEY -OPERATED HARDWARE AT MAIN ENTRANCES, THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION 7. MAIN EXTERIOR DOORS MUST HAVE LOCKING DEVICES THAT ARE READILY DISTINGUISHABLE AS LOCKED, AND A READILY VISIBLE DURABLE SIGN, POSTED ON THE EGRESS SIDE OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." THE LETTERS SHALL BE AT LEAST 1" HIGH ON CONTRASTING BACKGROUND. 8. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION 12" FROM THE LATCH IS 5 SECONDS MINIMUM PER 11B-404.2.8.1 CBC. EXISTING THRESHOLDS TO COMPLY WITH CBC SECTION 11B-404.2.5. AS SCHEDULED / DETAIL AT HM HEAD/JAMB \ \ Scale: 3"=1'-0" REVftWED FOR CODE COMPLIANCE • APP OVED APR 2 2 2016 City of Tukwila BUILDING DIVISION DOUBLE STUDS, TYPICAL HOLLOW METAL FRAME, FINISH PER SCHEDULE DOOR AS SCHEDULED ehs a NErN company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS SUN SEAL' PROJECTNAME TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING HISTORY NO. DATE DESCRIPTION RE CITY 0 CEIVED F TUKWILA MA1 PERMI 04 2016 T-C—ENTE NFORMATION PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME DRAWING TITLE DOOR SCHEDULE DRAWING NUMBER A7.1 © EHS Design, Inc. FINISH SCHEDULE ACOUSTICAL PANEL CEILING APC -1 MANUFACTURER: TILE SERIES: TILE COLOR: TILE SIZE: GRID SERIES: GRID COLOR: GRID SIZE: APC -2 BASE B-1 WOOD BASE B-2 RUBBER BASE CARPET CPT -1 CPT -2 CPT -3 MANUFACTURER: TILE SERIES: TILE COLOR: TILE SIZE: GRID SERIES: GRID COLOR: GRID SIZE: MANUFACTURER: STYLE: COLOR: SIZE: MANUFACTURER: STYLE: COLOR: SIZE: MANUFACTURER: STYLE: COLOR: ARMSTRONG OPTIMA LAY -IN AND TEGULAR - 3255 WHITE 48" X 48" X 1" ARMSTRONG OPTIMA LAY -IN AND TEGULAR - 3255 WHITE 24"X24"X1"OR 24"X48"X 1" PAINTED PT -3 (TBD) 3.5" X .75" ROPPE P100 BLACK 4" WALL BASE INTERFACE HUMAN NATURE COLLECTION #HN810 SHALE 104218 BROADLOOM/TILE: PLANK INSTALL: SIZE: ASHLAR 25CM X 1M MANUFACTURER: INTERFACE STYLE: HUMAN NATURE COLLECTION #HN850 COLOR: SHALE 104210 BROADLOOM/TILE: PLANK INSTALL: ASHLAR SIZE: 25CM X 1M MANUFACTURER: STYLE: COLOR: INTERFACE HUMAN NATURE COLLECTION #HN840 SHALE 104226 BROADLOOM/TILE: PLANK INSTALL: SIZE: PLASTIC LAMINATE PL -1 MANUFACTURER: STYLE: COLOR: PL -2 PL -3 PAINT PT -1 PT -2 ASHLAR 25CM X 1M LAMINART WINTER ODYSSEY #5047 TEXTURED FINISH MANUFACTURER: FORMICA STYLE: ASHEN RIBBONWOOD COLOR: #8839-58 MANUFACTURER: PIONITE STYLE: #AG561 SUEDE COLOR: CUBICLE PAPEL MANUFACTURER: QUALITY: COLOR: SHEEN: MANUFACTURER: QUALITY: COLOR: SHEEN: SHERWIN WILLIAMS SW 7029 AGREEABLE GRAY EGGSHELL FINISH SHEWIN WILLIAMS SW 7030 ANEW GRAY LOW SHEEN ENAMEL SEMI -GLOSS FOR DOORS & DOOR FRAMES RESILIENT FLOORING RF -1 SHEET VINYL MANUFACTURER: STYLE: COLOR: SIZE: NOTE: SPECIALTY PANEL SP -1 MANUFACTURER: WOOD STYLE: FINISH: SIZE: SOLID SURFACE SS -1 TILE T-1 PORCELAIN MANUFACTURER: STYLE: COLOR: SIZE: MANUFACTURER: STYLE: COLOR: SIZE: GROUT: NOTE: WALL COVERING WC -1 CEILING SOFFIT WOOD WD -1 WD -2 MANUFACTURER: PATTERN: COLOR: SIZE: LONSEAL LONFLOOR GALVANIZED TOPSEAL #F7243 BLACK PEARL 6' ROLL 6" SELF COVE VINYL BASE BARKER MANUFACTURING INC. BURNT RENAISSANCE HIGHLIGHT LACQUER FINISH BROWN STAIN 1 PER DRAWINGS MSI PREMIUM NATURAL QUARTZ ARCTIC WHITE 2 CM OR 3 CM STATEMENTS TILE W -AGE MARROW 24" X 24" TBD TBD MANUFACTURER: TBD STYLE: FINISH: SIZE: MANUFACTURER: STYLE: FINISH: SIZE: TBD WINDOW FILM WF -1 MANUFACTURER: TBD PATTERN: WINDOW TREATMENT WT -1 draperies, rollers shades, blinds MANUFACTURER: SERIES: FABRIC PATTERN: FABRIC COLOR: MOUNTING: HARDWARE: TBD 1/2" VVVVVVVAMV CARPET, AS SCHEDULED METAL REDUCER STRIP MFR: SCHLUTER MODEL: RENO -U COLOR: SATIN ANODIZED ALUMINUM r---------- RESILIENT FLOORING, AS SCHEDULED (.1- CARPET/SHEET VINYL TRANSITION Scale: FULL SIZE TILE, AS SCHEDULED METAL SCREED STRIP MFR: SCHLUTER MODEL: SCHIENE COLOR: SATIN ANODIZED ALUMINUM CARPET, AS SCHEDULED lir-- VVVVV CARPET/TILE TRANSITION Scale: FULL SIZE ��- FEATHER CONCRETE AS NEEDED TO PROVIDE FLUSH TRANSITION OF SURFACES (24" MINIMUM) REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2016 City of Tukwila BUILDING DIVISION ehs a NEN company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS PUN SEAL TERED RITZE `'TER AS NGTO CONSULTANT; PROJECT NAME TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING HISTORY NO. DESCRIPTION PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME DRAWING TITLE FINISH SCHEDULE DRAWING NUMBER A7.4 EHS Design, Inc. EQUIPMENT: COMPONENT AND RESPONSIBILITY MATRIX ID# DESCRIPTION/LOCATION WIDTH DEPTH HEIGHT QUANTITY on D SERIAL U W w o < I- uJ J LU I - 0 WATER SEWER PROVIDED BY INSTALLED BY NOTES E1 VAULT 37.25 25 44.5 RELOCATE FROM TEMPORARY SPACE E2 SCANNER 12 25.5 12 RELOCATE FROM TEMPORARY SPACE E3 CALCULATOR 9 16 RELOCATE FROM TEMPORARY SPACE E4 CASH COUNTER 11.5 11.5 10 RELOCATE FROM TEMPORARY SPACE E5 CHECK SCANNER 10 19 11 RELOCATE FROM TEMPORARY SPACE E6 DEBIT/PIN CHANGE 4 8 3 RELOCATE FROM TEMPORARY SPACE E7 COOKIE OVEN 19.5 19.5 10 RELOCATE FROM TEMPORARY SPACE E8 STORAGE CABINET 36" 18" 78" RELOCATE FROM TEMPORARY SPACE E9 ATM 3.3" 34.6" 65" RELOCATE FROM DEXTER E10 ATM 31.3 40.875 62.75 RELOCATE FROM EXISTING BRANCH Ell NGHT DROP E12 CHECK 21 SCANNER 18.7" 10.7" 8.4" E13 COMPUTER OPTIPLEX 9020 WITH MONITOR AND STANDARD WIRED KEYBOARD AND MOUSE 2.6" 9.4" 9.3" 2 ATM SERVICE ROOM E14 PHONE CISCO 7945 10" 6" 8.2" ATM, BREAK ROOM, E15 ANALOG EMERGENCY PHONE 6" 4.5" 9.8" E16 SHRED BINS/CONSOLE 19" 19" 40" E17 COMPUTER OPTIPLEX 9020 WITH MAGTEK 2.6" 9.4" 9.3" E18 MONITOR WITH LOGITECK WIRELESS KEYBOARD/MICE 16.20" 7.09" 14.57" E19 MAGTEK ENCODER AND PIN PAD 4.47" 8.44" 3.85" E20 E21 E22 PRINTER B&W LASER JET HP P3015X 17.6" 20" 25" COMPUTER OPTIPLEX 9020 2.6" 9.4" 9.3" PHONE CONFERENCE - CISCO 7937 10" 6" 8.2" E23 DUAL MONITOR 16.20" 7.09" 14.57" E24 PHONE - HOTEL A - CISCO 7945G 10" 6" 8.2" E25 PRINTER COLOR - HP LASERJET PRO M476DN 16" 19.1" 12.7" E26 ID SCANNER 7.5" 2.5" 2" E27 SIG PADS 6" 4" 1.5" E28 TV MONITOR MOUNTS E29 DVR E30 ARCA CASH RECYCLER 17.32" 31.5" 37.09" E31 CASH ADVANCE 4" 8" 3.1" E32 CHECK ENDORSER 7" 7.5" 5" E33 INSTANT ISSUE 12.6" 12.2" 13.5" E34 PRINTER CHECK 14.35" 14.35" 14.49 24.94" 10.53" 12.14" E35 TELEQUIP COIN DISPENSER 9.75" 6.5" 14.5" E36 RECEIPT PRINTER USB ADAPTER E37 COPIER PRINTER FAX SCAN 22.25" 27.625" 30.25" E38 TELLER CAPTURE (FUTURE) E39 PRINTER RECEIPT E40 RACK 20" 10" 86" E41 REFRIGERATOR E42 DISHWASHER E43 WALL MOUNT TV AND MOUNTING HARDWARE LOCKERS 3 -TIER E44 2 E45 PAPER TOWEL DISPENSER E46 MICROWAVE E47 COPIER 23" 27" 43" E48 E49 E50 REVIEWED FOR CODE COMPLIANCE r` APP(OVED APR 2 2 2016 City of Tukwila BUILDING DIVISION e a NELSON company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL RITZE :>< IER ASHTNGTON \\ CONSULTANT PROJECT NAME . .. . PiRg.P.1.T TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 NO. DATE ISSUE FOR PERMIT SET DESCRIPTION RECE IT -Y -OF_ MAR -0 IVED MLA 4 201 ENTER PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME DRAWING TITLE FIXTURE/ EQUIPMENT SCHEDULE & RESPONSIBILITY MATRIX DRAWING NUMBER 7.5 © EHS Design, Inc. Num mu® leg I I Mar 15 10A r 15 24Apr 15 SOELBERG UPRIGHT; PANEL 1 SOELBERG UPRIGHT; PANEL 2 HORIZONTAL FORCE MATCH 18" 12" PANEL 1 PANEL 2 SOELBERG UPRIGHT (QTY -1 EACH) SOELBERG UPRIGHT; PANEL2 MAGTEK: -COMPUTER -PINPAD -ENCODER ADJ. SHELF ON 1" INCREMENTS zo MODESTY PANELS #2 — SOELBERG UPRIGHT; ��— PANEL 1 SOELBERG UPRIGHT; PANEL 1 SOELBERG UPRIGHT; PANEL 2 MOUNTING OPT, SET FORWARD OR BACK MODESTY PANELS #2 SUPPORT PANEL kl 0 18X18 WHEEL N r— STAND W/PULL ON FRONT PANEL BACK VIEW 20" CLEAR 100 5'-0" MODESTY PANELS #2 /SUPPORT PANEL W/CORD ACCESS IN BACK R2 -9 i lan 2 ADJ. SHELF ON 1" INCREMENTS 20" CLEAR PLAN VIEW SOELBERG UPRIGHT; PANEL 2 SOELBERG UPRIGHT; PANEL 1 X3/4" MODESTY PANELS #2 co M FRONT VIEW CONCIERGE DESK (QTY -1) SCALE: 1/2" = 1'-0" e OPEN BACK G MONITOR FRONT VIEW GROMMET LOCATION TBD; BOTTOM TO ACCESS OUTLETS IN WALL rn en 3" + m GROMMET 1'-3" SIDE VIEW 1'-11" 1 1/4" 1 1/4" RECESSED BACK FOR CABLE MANAGEMENT CORD GROMMET CAVITY ADJ. SHELF —' FRONT VIEW SIDE VIEW PRINTER STAND SCALE: 1/2" = 1'-0" PLAN VIEW • 1'-6" 2'-6" 3'-6" PLAN VIEW HOTELLING RM. 105 SCALE: 1/2" = 1'-0" AINIA ®®►®1 rn f 30X60 30X54 PLAN - HOTELLING RMS SCALE: 1/4" = 1'-0" GROMMET LOCATION TBD; BOTTOM TO ACCESS OUTLETS IN WALL OPEN BACK P MONITOR OPEN ACCESS IN BACK 3"+/- SIDE VIEW GROMMET LOCATION TBD CC z 4 cc ZD O � 15" M FRONT VIEW ADI. SHELF 1 GROMMET CPU BBF PRINTER 30X60 1'-6" 15" 1'-6" 3'-6" PLAN VIEW HOTELLING RM. 104 SCALE: 1 /2" = 1'-0" 206.57! .1377 BLOO1):desigBgroup cherylgbloormlesigngroup.cont www.bloomdosigngroup.com FURNITURE AND F'1NISHES ;:...111:1.:1' N.:). F1.O 206.571.1377 BLOOtMXdesigngroup c h erylablooand esi!! ngrou p.com w vw.bloomdcsigngroup.com 1320 Madison St. Seattle, WA iiEE.T TITLE FURNITURE AND FINISHES FF1.1 CASEWORK SHOP DRAWINGS (FOR REFERENCE ONLY) .111111101019011,1”..... REVIEWED FOR CODE CQMPLIANCE Pi-, A PROVE© k.. ' APR 2 2 2016 City of Tukwila BUILDING DIVISION ehs a NELSON company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN FOR REFERENCE ONLY (DO NOT STAMP) CONSULTANT; PROJECT NAME SHA.L.A.L ECill" Ut�1C�i�l TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE. MARCH 2, 2016 NO. DATE ISSUE FOR PERMIT SET DESCRIPTION RECEIVED CITY OF TUKWILA MAR - PERM IT 0-4-2016 C ENTER INFORMATION PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME DRAWING TITLE CASEWORK SHOP DRAWINGS (FOR REFERENCE ONLY) DRAWING NUMBER EF -1 © EHS Design, Inc. 'REVISION, I1Mar15 IMEGIEIE RIMER 1113 IOA r15 13A r15 24A r15 SOELBERG UPRIGHT; PANEL 3 ABOVE; PANEL 4 BELOW WS SOELBERG UPRIGHT; PANEL 5 00 HORIZONTAL FORCE MATCH ACROSS ALL 5 PANELS cD—J PANEL 3 8" SOELBERG UPRIGHT; PANEL 6 ABOVE; PANEL 7 BELOW WS PANEL 6 8„ 1, PANEL 4 41" PANEL 5 SOELBERG UPRIGHT (QTY -2 EACH) A tU W a. 00 N 8" PANEL 7 E E CR MACHINE BACK VIEW cifi PLAM I FULL MODESTY W/ 1/2" DRUM BASE: PLAM 2 17.3" 3'-0" 3'-0" / D monitor arms CR / F F 1 3'-6" 1/2" REMOVABLE ACCESS PANEL & SIDE RISERS; CLAD FACE, TOP & ENDS WITH SOELBERG INDUSTRIES, PANELS 3, 4, 5, 6 & 7 41" 14'-1 1/4" +I - PLAN VIEW PATTERN «_ -I =i 11) FRONT VIEW TRANSACTION STATION (QTY -2) SCALE: 1/2" = 1'-0" 1 1/2" 93" 36.5" TRASH GROMMET- MOCKETT # TM10B-SSS RECYCLE GROMMET- MOCKETT # TMIC/SQ PLAN VIEW t 20" ADJ. SHELF LCONTINUOUS PULLS- MOCKETT # DP172/FL r 36.5" FRONT VIEW GATHERING RM - CREDENZA SCALE: 1/2" = 1'-0" FINISH - WOOD VENEER WALNUT W/G30 ZINC FINISH TO MATCH NUCRAFT CONTROL SAMPLE SUBMIT FINISH SAMPLE FOR APPROVAL 206.571.1377 BLOOM design group ct,c,yl A bloomdesigngroup.co m www.b1ootthicAigngmnp.com 1320 Madison St. Seattle, WA Sola:? r, i,r:: FURNITURE AND FINISHES SI1I:ET No. F1.2 206.571.1377 BLOOMdesiongroup ciierlika bloorodesigngroup.com www.blonmdesign gronp.con, 1320 Madison St. Seattle, WA TITLF. FURNITURE AND FINISHES >HF:I7P No. F1.3 REVTWED FOR CODE COMPLIANCE APPROVED APR 2 2 2016 City of Tukwila BUILDING DIVISION ehs a NELSON company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-desfgn.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS SUN SEAL:' FOR REFERENCE ONLY (DO NOT STAMP) 1� \\ CONSULTANT PROJECT NAME SAL TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWINGISSUANCEY MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING HISTORY NO. DATE DESCRIPTION RECE NVEU CITY OF TUKWILA MAR 0 PERMIT 2016 ENTER NFORMATION PROJECT NUMBER: TEAM: 15.01727.00 RP, KK, ME CASEWORK SHOP DRAWINGS (FOR REFERENCE ONLY) DRAWING NUMBER REF -2 © EHS Design, Inc. CRITERIA I. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS AND THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). 2. DESIGN LOADING CRITERIA ROOF SNOW LOAD 25 PSF 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 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 A5 GUIDELINES ONLY AND MUST BE VERIFIED. 5. 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 THEIR WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE DINNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 1. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. WHERE INFORMATION ON THE DRAWINGS 15 IN CONFLICT WITH THE SPECIFICATIONS, THE MORE STRINGENT SHALL APPLY, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWINGS. 1. ALL STRUCTURAL SYSTEMS WHICH ARE 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. 10. SHOP DRAWINGS: FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE ARGHITEGT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. II. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. A MINIMUM OF TWO WEEKS SHALL BE ALLOWED FOR REVIEW. 12. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAINING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 13. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING EXTERIOR CLADDING SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER 15 RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY GALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. .9i, nir ^ .'i. ./` r rr ;», y.m• ,.anw, >?t i i✓ 4'a�. li...u:' "^r ". '/%n y n....I,;>.a /n.,,, f{i• r.c•,.,..rrlm,......n.,rn.,,. yi'r, n..., ii.,^ l n.,.., r iiv r ''• !/ / "`�°`°" /' � / � ,i/r v' '`fir '•v%s'° ,t ,/ ,� ,;. �„' ,i '"^;w� r »,.s'/ !'°""✓ / , fel,,, y� .�l' *' .y ..,, , w./ g 14. SPECIAL INSPECTION: SHALL BE SUPERVISED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER IN ACCORDANCE WITH SECTION 1104 OF THE IBC AND THE SPECIAL INSPECTION SCHEDULE AT THE END OF THE STRUCTURAL NOTES. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE OWNER ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND THE 1 BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET PROJECT SPECIFICATIONS SHALL BE BROUGHT TO f THE ATTENTION OF THE ARCHITECT. Jn n. ,.!''/'•"... ,y,2i /jW Jai �%" :,v/ /�r'`�w 7�!"^., / v;/!• �%'•....<.,.0 .w.; % / rm:✓ ..,... %"e'.. �, r.. i... �i // "'Ona�s "• i�Lr%^'"ub �`'wrJ�`� r��%"^mr�i//�%h'i*beG%"'^ r, !/ //.:< "`Rr, "./S.. ^•..,.o',. ., v `wriX/ ce,S' �///�""wc:. 'mid//�;�., a�� r 'o!//.. .•.r,... "�/i!! n i�f r// n+�3,�% �' .va3ir<., d. a/ r�. %`'.. ♦ rr 6EOTECHNIGAL 15. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED IN THE FIELD. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST IS" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED UNDER COLUMNS OR WALL5 ABOVE. THE STRUCTURAL DESIGN 15 BASED ON THE FOLLOWING ASSUMED VALUES: ALLOWABLE SOIL PRESSURE LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) . PASSIVE SOIL PRESSURE SOIL COEFFICIENT OF FRICTION SOIL DENSITY 1,500 PSF . 55 PGF/35 PGF 300 PCF 0.30 120 PGF GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) RENOVATION 16. DEMOLITION: VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION A5 REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND A5 NOTED ON THE PLANS. SAW GUTTING, IF AND WHERE USED, SHALL NOT GUT EXISTING REINFORCING THAT 15 TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW GUTTING WHEREVER POSSIBLE. B. VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. G. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, REBAR DOWELS EPDXIED INTO THE EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. 11 CHECK FOR DRYROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS IN BASEMENT AND CRAWL SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. CONCRETE 18. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH AGI 301-10. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF GEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS (BEFORE THE ADDITION OF ADMIXTURES). THE WATER/GEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOTINGS AND 0.45 FOR ALL SLABS AND EXPOSED CONCRETE UNLE55 OTHERWISE NOTED. EXCEPT FOR FOOTINGS AND SLAB ON GRADE, AGGREGATE SIZE SHALL NOT EXCEED 3/4". THE MINIMUM AMOUNT OF CEMENT AND THE MAXIMUM SLUMP MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX 15 SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF GEMENT, GEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES A5 WELL AS THE WATER GEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH AGI 301. CHEMICAL ADMIXTURES AND FLY ASH SHALL CONFORM TO ASTM 0414 AND C618 RESPECTIVELY. FLY ASH PERCENTAGE OF TOTAL CEMENTITIDUS MATERIAL SHALL NOT EXCEED 20%. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR ENTRAINED WITH AN AIR ENTRAINING AGENT CONFORMING TO ASTM G260. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH AGI 318 SECTION 4.4.1. I. REINFORCING STEEL SHALL CONSIST OF #4 BARS CONFORMING TO ASTM A615, GRADE 40, fy = 40,000 P51 AND SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AGI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT 48 BAR DIAMETERS, 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS, LAP 2'-0" MINIMUM. PROVIDE (2) #4 MIN. U.N.O. TRIM BARS AROUND ALL OPENINGS IN CONCRETE WALLS OR SLABS EXTENDING 2'-0" PAST CORNERS, TYPICAL. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLE55 SPECIFICALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 20. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE A5 FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . ... . 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER (445 BARS OR SMALLER) . 2" SLABS (INTERIOR FACE) I" 21. CAST-IN-PLAGE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST IN PLACE AND PRECAST. 22. NON -SHRINK GROUT SHALL BE NON-METALLIC CONFORMING TO ASTM C1101 AND BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT 15 PLACED (5000 PSI MINIMUM). ANCHoaA6E 23. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2 WEDGE ANCHOR", A5 MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT N0. E5R-3031 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMD UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION 15 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 24. EXPANSION BOLTS INTO GROUT FILLED GMU SHALL BE "STRONG -BOLT 2 WEDGE ANCHOR", A5 MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH IAPMD UE5 REPORT N0. ER -240 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.D.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMD UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION 15 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. REVIEWED FO CODE COMPLIANCE A P OVEt APR 2 2 2016 City of Tukwila UILDING DIVISION 25. DRIVE PINS, SHOT PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE FASTENERS AS MANUFACTURED BY HILTI CORPORATION. WHEN GALLED FOR IN THE DRAWINGS, PROVIDE THE APPROPRIATE FASTENER AS NOTED IN THE TABLE BELOW FOR EACH GIVEN APPLICATION. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORTS NO. ESR -2261 FOR THE X -U FASTENERS AND E5R-2311 FOR THE X -GP FASTENERS. MINIMUM EMBEDMENT IN CONCRETE SHALL BE I" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE AND 4" CENTER TO CENTER SPACING. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMD UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. APPLICATION FASTENER ALLOWABLE SHEAR ALLOWABLE TENSION TYPE CAPACITY (LBS) CAPACITY (LBS) 2x TREATED LUMBER TO CONCRETE (2000 P51 MIN.) LT. GAUGE STEEL - 20 GA. (33 MILS) MIN. - TO CONCRETE (2000 PSI MIN.) LT. GAUGE STEEL - 43 $ 33 MILS (IS $ 20 GA.) - TO STRUGT. STEEL (3/16" MIN. T011/16" MAX) LT. GAUGE STEEL - 20 GA. (35 MILS) MIN. - TO GROUTED CMU X -CP 12 P5 523 250 115 IN/ 1.33" EMBED X -U 21 P8 515 X -U 11 PS TH X -U 52 PS 515 110 165 445 360 220 225 26. EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO CONCRETE SHALL BE INSTALLED USING "SET -XP" ADHESIVE ANCHOR A5 MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. ESR -2508, INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMD UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED. RO05 SHALL BE ASTM A36 UNLESS OTHERWISE NOTED. 21. EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO GROUT FILLED CMU SHALL BE INSTALLED USING "SET -XP" ADHESIVE ANCHOR A5 MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH IAPMD UE5 REPORT N0. ER -265, INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMD UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED. RODS SHALL BE ASTM A36 UNLESS OTHERWISE NOTED. STEEL. 25. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: A. AISG - STEEL CONSTRUCTION MANUAL, I4TH EDITION B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. G. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A410 BOLTS. 21. STRUCTURAL STEEL, WIDE FLANGE ON AND WT) SHAPES SHALL CONFORM TO ASTM A112, Fy = 50 KSI; ALL OTHER ROLLED SHAPES SHALL CONFORM TO ASTM A36, FY = 36 KSI. STEEL PLATE SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR 5, GRADE 5, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE 5, Fy = 46 KSI. CONNECTION BOLTS SHALL CONFORM TO ASTM A301. ANCHOR BOLTS SHALL CONFORM TO ASTM FI554 GRADE 36, Fy = 36 KSI. ALL MEMBERS ARE TO BE ERECTED WITH THE NATURAL MILL CAMBER OR INDUCED CAMBER UP, UNLESS OTHERWISE NOTED ON THE DRAWINGS. BEAM CAMBER ON THE DRAWINGS 15 THE UPWARD CAMBER REQUIRED IN THE BEAM AS DELIVERED TO THE JOBSITE. CONTRACTOR TO CONSIDER CAMBER LOSS, IF ANY, DUE TO SHIPPING AND HANDLING. ALL STEEL SHALL HAVE ONE GOAT OF APPROVED SHOP PAINT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AI05 AND JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES AND UNEQUAL PARTS. 30. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISG CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 31. ALL A-301 CONNECTION BOLTS SHALL BE PROVIDED WITH LOCK WASHERS UNDER NUTS OR SELF-LOCKING NUTS. ALL BOLT HOLES SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED. 32. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY IN.A.5.0. CERTIFIED WELDERS USING E10 XX ELECTRODES. ONLY PREQUALIFIED WELDS (A5 DEFINED BY A.W.S.) SHALL BE USED. WELDING 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 E1OXX ELECTRODES. WELDING WITHIN 4" OF GOLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. ALL WELDING SHALL BE PERFORMED BY WELDERS WITH AWS / W.A.B.O. CERTIFICATION WITH THE MATERIAL AND METHOD REQUIRED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AW5 A2.4 SYMBOLS. WELDS SHOWN ON DRAWINGS ARE MINIMUM SIZES. INCREASE WELDS SIZE TO AW5 MINIMUM SIZES BASED ON PLATE THICKNESS. MINIMUM WELDING SHALL BE 3/16 -INCH. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD ARROWS ARE SHOWN WHERE A FIELD WELD IS REQUIRED BY THE STRUCTURAL DESIGN; THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE THE STRUGTU'= CEIVED STEEL DELIVERY AND ERECTION. CITU OF TUKWILA At'tt 13 company OPEN COLLAgRATION CREATIVE AOROACH SAVVY SOLUTIONS INNOVATIVDESIGN SERIOUS ON EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-desIgn.com IYSEAL { CONSULTANT QUANTUM THIRD`AVENUE UIT '323 SATTLE, WA 9$.101 ITL Q;957.30 FAX 25.57.396 CONSULTING ENGINEERS w A.gLTri.nfeitnce c03 PROJECT NAME TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET =DRAWINGI-!!STORY NO. DATE DESCRIPTION Q4/15/16 ISSUE FOR PERMIT REVISIONS NEORMATION PROJECT NUMBER: TEAM: 16062.01 DPF, TJS, SC zE GENERAL STRUCTURAL NOTES DRAWING NUMBERI S 1.0 h w 062-slol.d 33. GOLD -FORMED STEEL FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. GOLD FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAUGE SHOWN ON THE PLANS. ALL FRAMING MEMBERS SHALL COMPLY WITH I.G.G. REPORT ER -4143P. NOTATIONS ON THE DRAWINGS, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, REFER TO CATALOG NUMBERS OF MEMBERS MANUFACTURED BY THE STEEL STUD MANUFACTURERS ASSOCIATION (5SMA). PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION, ALL GOLD FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.5,1. "SPECIFICATION FOR THE DESIGN OF GOLD FORMED STEEL STRUCTURAL MEMBERS." B. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING A5 FOLLOWS: ASTM A653 55 GRADE 50, CLASS I OR 3 Fy = 50 ksi 118, 17, 68, AND 54 MILS ASTM M53 55 GRADE 33 Fy = 33 ksi 43 AND 33 MILS WHERE NOTED, PAINTED STUDS SHALL CONFORM TO: ASTM AIOII 55 GRADE 50 Fy = 50 ksi 118, 11, 68, AND 54 MILS G. WELDING OF GOLD -FORMED METAL FRAMING SHALL CONFORM TO AW5 DI.3 AND SHALL BE PERFORMED BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. D. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 4005162-43 @ 16" 0.C. AT INTERIOR WALLS AND 6005162-43 AT 16" 0.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWD 8005162-54 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS UNLESS OTHERWISE NOTED. JOISTS SHALL BE LOCATED DIRECTLY OVER BEARING STUDS. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT 1/3 POINTS OF ALL STUD WALLS UNLESS NOTED OTHERWISE. MAXIMUM GAP BETWEEN STUD AND TRACK AT ANY POINT SHALL NOT EXCEED 1/16 -INCH. NO SPLICES ARE PERMITTED IN STUDS. ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WITH #10 SCREWS AT 16" 0.C. OR ATTACHED TO CONCRETE WITH 5/32" DIAMETER DRIVE -PINS @ 16" 0.G. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT UP POSTS SHALL BE WELDED OR SCREWED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS, AND BLOCKING WITH SCREWS AT 12" 0.G. ALL SCREWS SHALL BE "GRABBER" TYPE FASTENERS COMPLYING WITH I.G.G. REPORT N0. ESR -1211. ALL SPECIFIED PNEUMATIC FASTENERS SHALL BE ET4F, COMPLYING WITH I.G.G. REPORT NO. ESR -1777. ALL BEARING STUDS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXIS BUCKLING WITH A CENTER U -CHANNEL AT 1/3 POINTS A5 SHOWN IN THE DETAILS AND CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER I% TABLE 2506.2. TRACK SECTIONS SHALL BE UNPUNCHED AND HAVE AT LEAST 1" FLANGES AND MATCH STUD THICKNESS. 34. FRAMING LUMBER: SHALL BE KILN DRIED OR MC -I1 (MOISTURE CONTENT LE55 THAN I1%), AND GRADED AND MARKED IN CONFORMANCE WITH W.G.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 11 FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2X, 3X, AND 4X MEMBERS) . DOUGLAS FIR OR HEM -FIR NO. 2 STUDS, PLATES 4 MISCELLANEOUS LIGHT FRAMING: . . DOUGLAS FIR OR HEM -FIR NO. 2 (A5 NOTED ON PLANS / DETAILS) 35. WOOD SHEATHING SHALL BE APA RATED, EXTERIOR GLUE; EXPOSURE I, IN CONFORMANCE WITH THE REQUIREMENTS FOR THEIR TYPE IN DOG P5 -I OR P5-2. 36. ALL WOOD BEARING ON UNPROTECTED CONCRETE, EXPOSED TO WEATHER OR WITHIN 5" OF FINISHED GRADE SHALL BE PRESSURE TREATED, U.D.N. PRESSURE TREATMENT SHALL BE WITH AN APPROVED PRESERVATIVE AND BRANDED WITH A QUALITY CONTROL AGENCY MARK BY THE AMERICAN WOOD PRESERVERS BUREAU OR EQUAL. ALL METAL HARDWARE IN CONTACT WITH TREATED WOOD SHALL BE PROTECTED WITH A G185 GALVANIZED COATING (IMAX) OR BETTER. ALL NAILS IN TREATED WOOD SHALL BE HOT -DIP GALVANIZED OR BETTER. PROVIDE 2 LAYERS OF 30# ASPHALT IMPREGNATED BUILDING PAPER BETWEEN NON -PRESSURE -TREATED LEDGERS, BLOCKING, ETC., AND CONCRETE. 37. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, A5 SPECIFIED IN THEIR CATALOG N0. G -G-2015. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE I.G.G. OR IAPMD UES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. CONNECTORS SHALL BE SIZED TO MATCH THE SIZE OF THE FRAMING MEMBERS BEING CONNECTED. PROVIDE NUMBER AND SIZE OF FASTENERS A5 SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) A5 MEMBERS CONNECTED. ALL BOLTS TIGHTENED TO SNUG TIGHT. G ;-4 7 !NRAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) 38. WOOD FASTENERS: A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: DRAWING ID "e7d11 "8d Box" "Sd" "IOd-F" "16d" NAIL NAME 6d Common 8d Box 8d Common IOd Framer IOd Shear 16d Sinker NAIL DIAMETER 0.113" 0.113" 0.131" 0.131" 0.148" 0.148" NAIL LENGTH 2" 2-1/2" 2-1/2" 3" 2-1/4" 3-1/4" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. B. NAILS - SHEATHING FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED, G. HOT DIPPED GALVANIZED NAILS, BOLTS AND METAL PLATES - ALL NAILS, BOLTS AND METAL PLATES IN CONTACT WITH PRESSURE TREATED (INCLUDING FIRE -RETARDANT TREATED) LUMBER SHALL BE HOT DIPPED GALVANIZED. 31. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAILING, UNLE55 OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.1.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. TIGHTEN BOLTS AND LAG SCREWS SNUGLY AGAINST WOOD FRAMING AFTER WOOD HAS REACHED SPECIFIED MOISTURE CONTENT. 5. WALL FRAMING: ALL BEARING AND SHEAR WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 4 STUDS @ 16" O.G. AT INTERIOR WALLS AND 2 x 4 @ 16" 0.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL BEARING AND SHEAR WALLS AND AT EACH SIDE OF ALL OPENINGS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. ALL BEARING STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH I6d NAILS AT 8" 0.G. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH 3"x3"xl/4" PLATE WASHERS ® 4'-0" O.G., UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT UP POSTS SHALL BE NAILED TO EACH OTHER WITH 10d -F NAILS @ 8" 0.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES ATTACHED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH SCREWS AT 8" 0.C. USE 1-1/4 " #6 SCREWS FOR 1/2" GOB AND 5/8" GWB WHERE OCCURS. USE 1-1/4" W #6 GALVANIZED SCREWS FOR 1/2" GWB AND 5/8" EXTERIOR GYPSUM SHEATHING, WHERE OCCURS. VERIFY THE FIRE ASSEMBLY REQUIREMENTS WHERE APPLICABLE WITH THE ARCHITECT. G. POSITIVE CONNECTIONS: PROVIDE THE FOLLOWING SIMPSON CONNECTORS AT TYPICAL FRAMING UNLESS OTHERWISE NOTED ON PLAN OR DETAIL. PROVIDE CGQ/EGGQ GAPS AND PBS BASES AT POSTS. PROVIDE BG BASE WHERE POST BEARS ON WOOD FRAMING BELOW. PROVIDE LUS SERIES HANGERS FOR 2X FLOOR AND ROOF JOISTS. CONNECTORS SHALL BE SIZED TO MATCH THE SIZE OF THE FRAMING MEMBERS BEING CONNECTED. SPECIAL INSPECTION SCHEDULE SEE NOTES 1, 2 4 5 CONTINUOUS PERIODIC REMARKS FOUNDATION A EXCAVATION, GRADING AND FILL BY GEOTECHNICAL ENGINEER 5 FINAL FOUNDATION PREPARATION BY GEOTECHNICAL ENGINEER CONCRETE A ANCHOR BOLTS AND INSERTS X B CONCRETE PLACEMENT X REINFORCING STEEL A REINFORCING PLACEMENT X DRILLED IN ANCHORS A PLACEMENT OF ADHESIVE ANCHORS, RODSX AND DOWELS SEE NOTE 3 5 PLACEMENT OF EXPANSION ANCHORS X SEE NOTE 3 STRUCTURAL STEEL A FABRICATION X B ERECTION X STRUCTURAL STEEL WELDING A SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO 'fb" X SEE NOTE 4 APPROVED FABRICATORS A APPROVED FABRICATORS MUST SUBMIT CERTIFICATE OF COMPLIANCE FOR ALL OFFSITE FABRICATION (SUCH A5 STRUCTURAL STEEL) NOTES: 1. THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS REFER TO THE STRUCTURAL NOTES AND THE NOTES BELOW. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 2. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION (IBC 1104). PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION 15 IN COMPLIANCE. 3. INSPECTION OF DRILLED ANCHORS, INCLUDING EXPANSION AND ADHESIVE GROUTED ANCHORS, WHERE SPECIFIED, SHALL INCLUDE VISUAL VERIFICATION OF DRILLED HOLE DEPTH, SPACING, EDGE DISTANCES AND HOLE GLEANING. FOR GROUTED ANCHORS, GROUT INSTALLATION SHALL BE OBSERVED AND GROUT PRODUCT SPECIFICATION AND PREPARATION SHALL BE VERIFIED. 4. ALL WELDS SHALL BE VISUALLY INSPECTED. 5. EXCEPTIONS: a) SPECIAL INSPECTION IS NOT REQUIRED FOR ARCHITECTURAL COMPONENTS IN STRUCTURES 30 FEET OR LESS IN HEIGHT. b) CLADDING AND VENEER WEIGHING 5 P5F OR LESS. c) INTERIOR NON-BEARING WALLS WEIGHING 15 P5F OR LESS. REVIEWED FOR CODE; QMPLIANCE A ROVED AP§ 2 2 2016 Cit Of Tukwi{ t BUILD ° O DIVISION ,+�, /•? f. 9.. y.:. i•, n /', %:. ,/;>, : i•. /i .tj... % . /i.. Vii•. ij.... . i'^.• /i„ ng �,.1' psi. ''�a:•/�i"'••i,!/w.,,.iG�%`e,.r/,1�,•..•wG�/*n..ufuli.Y,.�1/,.,:.,•/��"�,v;/i.:.:,// •ou.�%"^roi�I%l',,,.,i���'+�.0 "^>.�/J.'%'••,..;% •,.ii;7 •>.,,nl/r'"^•.ur// e,.,zci ,,,i/r „lf;�""«.ii:. ,,,,i/.�`••,•i/,rr/ „�//r moi/ •, i�I/ .,i,/ „ii��'':. �' '"'94o9/�vl r an. • i�� 0N.440 \"ro:J�"""ver� '`ae.o.'.i •w.i' AEEREVIATIONS A.B. ADD. ADD'L ALT. APPROX. ARCH. B.U. B/ BF BLK. BLKG. BLDG. BM. BRC. BTWN. GTOG GIP G,J. GLC. CLR. CMU GNTR. COL. GONG. CONN. CONST. CONT. CONTR. GOORD. GJP GSK. DBA. DBL. DEG. DET. DF DIA. DIAG. DIAPH. DIM. DN. DO DWG. (E) E. EA. E.F. EL. ELEV. EMBED. ENGR. EQUIP. E.W. EXP. EXT. FAB. F.B. FON. FIN. FLR. FRP F.5. FT. FTG. GA. GALV. GL GRP. GRND, G.W.B. HF HGR. HORIZ. H55 HT. I.D. I.F. IN. INFO. INT. JT. At Penny (Nails) Diameter Anchor Bolt Addendum Additional Alternate Approximate Architect Built-up Bottom of Braced Frame Block Blocking Building Beam Bearing Between Centerline Camber Center to Center Gast In Place Construction Joint or Control Joint Ceiling Clear Concrete Masonry Unit Center Column Concrete Connections Construction Continuous Contractor Coordinate Complete Joint Penetration Countersink Deformed Bar Anchor Double Degree Detail Doug Fir -Larch Diameter Diagonal Diaphragm Dimension Down Ditto Drawing Existing East Each Each Face Elevation Elevator Embedment Length Engineer Equipment Each Way Expansion Exterior Fabricate Flat Bar Foundation Finish Floor Fiber Reinforced Polymer Far Side Foot or Feet Footing Gauge Galvanized Glue Laminated Grade Ground Gypsum Wall Board Hem Fir Hanger Horizontal Hollow Structural Section Height Inside Diameter Inside Face Inch Information Interior L LIN. LL LLH LLV LONGIT. LT. T. MAiL. MAX. M.B. MECH. MEZZ MF MFR. MIN. MISC. MK. N. N.5. NEG. NIG N0. NOM. NTS O.G. D.D. 0.F. 0.H. OPNG. OPP. PAF PART. PG PERM. PERP. PLorT. PLYWD PJP PREFAB. PROJ. P5F PSI P.T. P/T RAD. RD. REF. REINF. READ. REV. R.O. Angle Linear Live Load Long Leg Horizontal Long Leg Vertical Longitudinal Lightweight Material Maximum Machine Bolt Mechanical Mezzanine Moment Frame Manufacturer Minimum Miscellaneous Mark North Near Side Negative Not in Contract Number Nominal Not to Scale On Center Outside Diameter Outside Face Opposite Hand Opening Opposite Powder Actuated Fastener Partition Precast Permanent Perpendicular Plate Plywood Partial Joint Penetration Prefabricated Project Pound per Square Foot Pound per Square Inch Post -Tensioning Pressure -Treated Radius Round Reference Reinforce or Reinforcement Required Revise Rough Opening 5. SCH. or SCHED. SECT. SHT. 51M. 50G SPEC. 5Q. 5Q. FT. S0. IN. STD. STIFF. STL. 5TR. 5UB. SYM. T/ T$B T4G THRU T.O.G. T.0.5. T.O.W. TRANS. TS TYP. South Schedule Section Sheet Similar Slab On Grade Specification Square Square Feet Square Inch (inches) Standard Stiffener Steel Structural Substitute Symmetrical Top of Top and Bottom Tongue 4 Groove Through Top of Concrete Top of Steel Top of Wall Transverse Tube Steel Typical UON or UNO Unless Otherwise Noted VERT. RECEIVED VIFCITY OF TUKWILA W. APR 13 2016 IN/ or w/ IAD PERMIT CENTER W.H.S. W/0 Joint WP W.T.S. WWF K5F Kips per Square Fo•t K51 Kips per Square Vertical Verify in Field West With Wood Welded Headed Stud Without Work Point Welded Threaded Stud Welded Wire Fabric company OPEN COLLAO.RATION CREATIVE AP 'ROACH SAVVY SOLO -IONS INNOVATIV DESIGN SERIOUS WN EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-desIgn.com SEAL rCONSULTANT QUANTUM `5111THIRDAVENUE U IT'323 s:; ATTE, WA 9$101 TL 2.06;957.3900 FAX *'9,57.3961 CONSULTING ENGINEERS wvw.qudim ce.co' PROJECT NAME TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 { DRAWING ISSUANCE MARCH 2, 2016 NO. DATE 4115116 PROJECT NUMBER: TEAM: ISSUE FOR PERMIT SET DRAINING HISTORIC DESCRIPTION ISSUE FOR PERMIT REVISIONS INFORMATION 16062.01 DPF, TJS, SC DRAWINGTITLE GENERAL STRUCTURAL NOTES DRAWING NUMBER NEV DOOR OPENINGS PER ARCH. AT EXTERIOR WALL EXISTING EXTERIOR WOOD STUD WALL (WHERE OCCURS) Q. tO a • 062-s200.d T 1 / / / \ / \ \ \ • • \ • • `3 (VERIFY IN FIELD) (VERIFY IN FIELD) EXISTING STEEL POST TO BE REMOVED PER ARCH. 3/53.0 GUT AND REMOVE EXISTING SLAB (A5 REQUIRED) AT NEW INTERIOR FOOTINGS, TYP. 4/53.0 EXISTING INTERIOR FOOTING (TO REMAIN) ��J 410 8/6 to A3 \ \ \ •• L_ \ \ \ .y. • • \ \ \ • • • \ \ \ \ \ \ \ J L EXISTING CMU SHEAR WALL, TYP. EACH SIDE OF BUILDING (4 LOCATIONS TOTAL) FOUNDATION / MAIN FLOOR PLAN SCALE: 1/4" = 1'-0" / / / / / / / / / / / A� Q_3-) fC� EXISTING CONT. FOOTING AT BUILDING PERIMETER, TYP. (VERIFY) FOUNDATION / MAIN FLOOR NOTES: I. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 2. SEE SHEETS 51.0 AND 51.1 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS. SEE SHEET 53.0 FOR TYPICAL CONCRETE AND FOUNDATION DETAILS. 3. WHERE NEW CONCRETE IS CAST AGAINST EXISTING CONCRETE FOUNDATIONS, DRILL AND EPDXY #4 DOWELS x 3'-O" LONG TO LAP WITH THE NEW FOOTING LONGITUDINAL REINFORCING (5" MINIMUM EMBEDMENT). 4. POSTS INDICATED ARE AT THIS LEVEL. LEGEND: INDICATES NEW INTERIOR SPREAD FOOTING PER 4/53.0 INDICATES EXISTING FOOTING INDICATES EXISTING WOOD BEARING WALL ABOVE INDICATES EXISTING FOOTING INDICATES EXISTING CMU WALL INDICATES NON-BEARING/ NON-5HEAR WALL ABOVE. SEE 5 4 12/53.0 FOR CONNECTION DETAILS V` WED FOR bE COMPLIANCE APPROVED APR 2 2 2016 EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com F3j OPEN COLLABORATION CREATIVE AP: ROACH SAVVY SOLO IONS INNOVATIVVDESIGN SERIOUS EfJN SEAL. r.. 51ITHIRD`'VENUE UITE.323 ATUE, WA 9k 101 TEL 2i4957.3 X957.3 pO QUANTUM F�X 2O6-57.390. CONSULTING ENGINEERS ww,w.quaptuTTice.corp PROJECT NAME TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING HISTORY NO. DATE DESCRIPTION RECE CITY OF T MAR 0 VED UKWILA 4 2016 PERMIT CENTER INFORMATIONI PROJECT NUMBER: TEAM: 16062.01 DPF, TJS, SC DRAWING TITLEI FOUNDATION / MAIN FLOOR PLAN DRAWING NUMBER S2.0 (2) 2x10 HEADER AT EXTERIOR WALL OPENINGS PER 10/53.0 COMPRESSION STRUTS AND DIAG. BRACING WIRES PER ARCH., CONTRACTOR TO COORDINATE LOCATIONS (2 MIN.) �2 DROPPED CEILINGS PER ARCH., TYP. AT SHADED AREAS 4005162-33 CEILING JOIST @ 24" O.G. TYP. AT DROPPED CEILING Si (E) PRE -FAB u ROOF TRUS5ES 24" O.G., TYP. 1/53.0 (2) 8005162-54 (BOXED) HEADER BELOW COMPRESSION STRUTS AND DIAG. BRACING WIRES PER ARCH., CONTRACTOR TO COORDINATE LOCATIONS (4 MIN.) ROOF TRUSSES @ 24" O.G., TYP. L 4005162-33 CEILING JOIST @ 24" O.G. (MAX.), TTP. AT DROPPED CEILING e, 03/01/2076 cric r�I r ROOF FRAMING PLAN EXISTING CMU SHEAR WALL BELOW, TYP. EACH SIDE OF BUILDING SCALE: 1/4" = 11_0" r1 7. CAy 1 �Bf C ROOF FRAMING NOTES: I. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER IMMEDIATELY. 2. SEE SHEETS 51.0 AND 51.1 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS. SEE SHEET 53.0 FOR TYPICAL DETAILS. LEGEND: INDICATES FRAMING DIRECTION INDICATES EXTENT OF FRAMING REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2016 City of Tukwila BUILDING DIVISION Company EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLO -IONS INNOVATIV`DESIGN SERIOUS 1N Fes/ CONSUL.TAN ' 511THIRDVENUE UITp323 SEATI E, WA 9101 TEL .957.3 o QUANTUM F'‘)( 2'4{ 957.39b 3 CONSULTING ENGINEERS WwW.au nt ce.co • ROJECTi.NAME TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 2, 2016 ISSUE FOR PERMIT SET DRAWING HISTORY NO. DATE DESCRIPTION RECE{V ED CITY OF TU KWILA MAR 0 4 2016 PERMIT CE NTER NFORMAATION PROJECT NUMBER: TEAM: 16062.01 DPF, TJS, SC DRAWING3tuTITLE ROOF FRAMING PLAN DRAWINGNUIVIBER S2.1 EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLAas,:bRATION CREATIVE A( 'ROACH SAVVY SOL,TIONS INNOVATIVDESIGN SERIOUS L`1N CONSULTANTI 511,THIRDVENUE SIT323, EAT tE, WA 93101 TL QUANTUM.957.39Q0 X 2Ci657.390 CONSULTING ENGINEERS WVK,Wqurntumce.00ni ROJECJ NAME TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAW! G ISSUANCE1. MARCH 2, 2016 NO. DATE ISSUE FOR PERMIT SET DRAWING kHISTORY DESCRIPTION C RECEIV ITY OF TU MAR 0 4 E KWILA D 2016 ERIV1IT GE PROJECT NUMBER: TEAM: NTE; NFORMATIONI 16062.01 DPF, TJS, SC DRA,VVING TITLE DETAILS DRAWING NUM ER S3.0 411 MIN I2" 411 Ills �q EQ., = FOOTING SGHEDI�.E TVP. ' SPREAD -4 -0- -0- MARK SIZE DEPTH RE I NFORG I NG REMARKS f.: Pi 0 : FOR INFORMATION SHOWN, SEE DETAIL NOTck_ 1/53.0—=`� Gla „ 31-6" x 31-6" 12"(5) #4 EA. WAY 21-0" 20 1 . -1d =1v HS5 POST PER PLAN /• EXISTING ROOF MAX. SECTION A SHEATHING T/ROOF Op ® FLAN VIEW AT WALL CORNER © PLAN VIEW AT WALL END 1 1 1 FOOTING REINFORCING EXISTING I / / sit • BASE 3/53.0 PER SCHEDULE SLAB -ON -GRADE H55 I" NON -SHRINK GROUT (AS REQD) POST PER PLAN V '1' 1 1 1 1 tr, \ _ , , __ (2) W4) ANCHORS , %n ' - (DO NOT DRILL .. GUT WALL TRACK I /4 THRU C a I a I rail= _ I, cj EXIST. REINF. __ tL w � = AT BASE PLATE OCCURS) Q °- 6WHERE — = TOP OF GONG. _ = II = I 1=11 #4 EPDXIED SLAB I 1 � ' A STEEL CHANNEL mil °�� DOWEL x 3'-0" LONG EXISTING WOOD TYP. CONT. PER PLAN (EACH SIDE) w/ ® CHANNEL TO I 1 EXISTING GLULAM BEAM PER PLAN 16" O.G. EACH WAY (5" 1 1 1 1 11 4" MIN. WIDTH PER SCHEDULE MIN. EMBED INTO GAP i�, TVP. i /4 V 6 J� ROOF TRUSS, EXISTING GLULAM (2) ROWS OF 3/4" A307 THRU-BOLTS @ 24" 0.C. I2" t CAP Y2"x6"x I'-0" AN A NEMBED EXISTING SLAB), TVP. TYP. 34" BEAM PER PLAN SECTION STIFF. R. EACH SIDE OF POST A TYPICAL. HSS POST BASE PLATES SCALE: NONE TYPICAL SPREAD FOOTING AT EXISTING SLAB-ON-SRADE SCALE: NONE BEAM SECTION (GRID B) SCALE: NONE MOTE: FASTEN I NG CHART EXISTING ROOF A FOR CONNECTIONS TO JAMB, SEE PET. Q/53.0 HANGER WIRE PER WALL CONDITION FASTENING REQUIREMENT STORY INTERIOR STUD WALLS (I) SHOT SHOT -PIN -PIN WITHIN @ 24" 0.G., PROVIDE (I) OF WALL END OR JAMB 'VERT. 4005162-33 VERT. STUD w/ (3) ARCH. (4'-0" 0.G. MAX.) STUD ABOVE; SHEATHING STUDS MUST BE FULLY SEATED WALL SIZE, GAUGE & 1 #8 SCREWS TO AGAINST BOTTOM TRACK PROVIDE SHOT -PINS FROM STUD A5 SHOWN. SEE FASTENING CHART FOR SPACING PERT/ROOF ARCH. 4005162-33 BRACE EACH JOIST, TYP. 48" O.G. (MAX.) II w/ (3) #8 SCREWS + + 11 EAGH END 4" CEILING CONT. TOP TRACK TO MATCH STUD GAUGE v4/ (2) MM SCREWS TO EAGH STUD ../..,...•r". ;7'3E': ed,!....... C !". �./3•M1'.7 / .MEl/9MiYMY.II�', '�?`. l.euiwzr !'. X'viMP, marlw ,ACS'..: `/4 �, /I B/CEILING JOIST PER PLAN LAYOUT REQUIREMENTS 4 I� �� I/2 MIN. -- B/CEILING I PER ARCH.- -� .• STUD TRACK #8 PER ARCH. TRACK IS SCREW BOTH ... ,.� � � SIDES, TVP. AT I 1 I + + d �. ' :� •e• _, . � � � ' .• A BOTTOM SAME GAUGE A5 STUD I""" EA. STUD r iiii 54 MIL TRACK CONT. RIM TRACK 41 3 �� TOP � BOT., TO MATCH STUDS SIZE GYP BOARD (MIN. 33 MIL.) w/ (2) #8 EXISTING WOOD ROOF TRUSS, TYP. /4 A307 THRU-BOLTS ... - - • ••' EXISTING CONCRETE SLAB #8 SCREW EACH SIDE L !I (2) 8005162-54 PER ARCH., TVP. IT `-� SCREWS TO EACH ARCH / JOIST, TVP. v " /4 V '— — — 1 1 #10 SCREW AT 12"O.G., X.)ER P011 MA SEE CHART FOR INTERMEDIATE SHOT -PI `• EMBED SHOT PINS TVP. 11 11 1 H55 TO GAP ' - /4 V 4 11 H55 POST PER PLAN T REQUIREMENTS N0rga 3/4" (MIN.) INTO GONG. SLAB 1 SLIDING GLASS DOOR PER J, ARCH.; ATTACHMENT TO HEADER BY OTHERS I. ALL "SHOT -PINS" SHALL BE HILTI X -DNI 42 P8 POWDER ACTUATED FASTENERS. TYPICAL BOTTOM TRACK ANCHORAGE TO EXISTING GOZRETE SLAB -ON -GRADE SCALE: NONE BEAM SECTION (GRID 3) SCALE: NONE TYPICAL HEADER ABOVE SLIDING GLASS DOOR SYSTEM SCALE: NONE TYPICAL FRAMING AT DROPPED CEILING SCALE: NONE a, 1 GUT TRACK TO ALLOW EXTENSION I* III EXISTING 2x PLATE (TOP a BOT) w/ (2) ROWS OF I6d PLYWOOD SHEATHING 11111, I� ° T/OPENING •— NAILS � 8" O.G. TO HEADER TYP. HEADER PER PLAN ROOF SHEATHING 1111 .�I �" DOUBLE STUDS PER PLAN - BACK TO BACK T/ROOF OF FLANGE BEND WEB AND #8 SCREWS, TVP. FASTEN TO JAMB w/ (2) #8 SCREWS 11111 1 , ,;, „� /8 ' I "-24" SECTION A1�o�E�oI�Pc.lAN�� JL #8 SCREWS AT 12" 0.C. 2 EA. SIDE OF q__ REVI WED FOR r z I EXISTING ROOF FRAMING OR SEGITON A EXTERIOR �i�PR4VEi ` APR2 2 2016 j BLOCKING (WHERE OCCURS) STUD TRACK A —i 2x KING STUD (FULL HEIGHT) w/ EXISTING WALL FRAMING'MIXED ABOVE HEADER BAGSCRIM ATTS 5/HTG4 @ 41-0" 0.G. (WHERE OCCURS) 1 1I 1 1— FLAT PLATE city ofTukwila CONT. TOP TRACK TO MATCH I 54 MIL x 6"x6" BUILDINe DIVISION I _ _ I I . r�► 0 �► I.) ► DOUBLE STUDS PER PLAN- FACE TO FACE 4005162-33 BRACE 48" 0.G. (MAX.) w/ (3) I I1\ STUD GAUGE w/ (2) #8 SCREWS TO EACH STUD, TVP. 5/CEILING \ EA. SIDE w/ (8) #10 SCREWS (6) 10d -F NAILS e 1 I]I AT HEADER Ws + + + + 1 TO HEADER, TYP. m+ \ I (2) #8 SCREWS (EA. SIDE), TVP. , \ + + + / e R - 1 24n • 33 3" #8 SCREWS EACH END — -_ 1 ! PER ARCH. ' I +CONT. DOUBLE STUD r 1 / IOd-F NAILS @ 8" 0.G., TVP. AT ii i i HEADER PER 1 1 I I PER II/53.0 1. MIL. x I" x @ SHEATHING PER ARCH. 0 0 24" O.G. w/ (I) #8 SCREW I INTERIOR WALL AXED. B4XE17, BREW ATT,4D TO EA. STUD, INSTALL ON BOTH SIDES (TVP.) FRAMING PER ARCH. DET. 1/53.0 —1-41_1-- 54 MIL TRACK, GUT WEB AND ELEVATION BUILT-UP STUDS TYP. 2x TRIM STUD POST, EACH END OF HEADER BEND, TYP. TYPICAL HEADER CONNECTION AT JAMB SCALE: NONE DOOR AT EXTERIOR WALL SCALE: NONE I TYPICAL DOIBLE STUD DETAIL SCALE: NONE I I INTERIOR MAU. FRAMING k" ffii`'�y '�' nae °, ���r� / �I i1 EXCHANGE BUILDING 821 2ND AVENUE, SUITE 410 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLAas,:bRATION CREATIVE A( 'ROACH SAVVY SOL,TIONS INNOVATIVDESIGN SERIOUS L`1N CONSULTANTI 511,THIRDVENUE SIT323, EAT tE, WA 93101 TL QUANTUM.957.39Q0 X 2Ci657.390 CONSULTING ENGINEERS WVK,Wqurntumce.00ni ROJECJ NAME TUKWILA BRANCH REMODEL 690 STRANDER BLVD TUKWILA, WA 98188 DRAW! G ISSUANCE1. MARCH 2, 2016 NO. DATE ISSUE FOR PERMIT SET DRAWING kHISTORY DESCRIPTION C RECEIV ITY OF TU MAR 0 4 E KWILA D 2016 ERIV1IT GE PROJECT NUMBER: TEAM: NTE; NFORMATIONI 16062.01 DPF, TJS, SC DRA,VVING TITLE DETAILS DRAWING NUM ER S3.0