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HomeMy WebLinkAboutPermit D14-0074 - RIVERTON APARTMENTS - BUILDING G EXTERIORRIVERTON APARTMENTS BLDG G 14440 41 AVE S D14-0074 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.Aov DEVELOPMENT PERMIT Parcel No: 0040000240 Permit Number: D14-0074 Address: 14440 41 AVE S 4 Issue Date: 8/5/2014 Permit Expires On: 8/17/2015 Project Name: RIVERTON APARTMENTS - BLDG G Owner: Name: KC HOUSING AUTHORITY Address: 600 ANDOVER PARK W , TUKWILA, WA, 98188 Contact Person: Name: MEGAN BEAUCHESNE Phone: (206) 574-1219 Address: 700 ANDOVER PARK W, SUITE C , TUKWILA, WA, 98188 Contractor: Name: C E & C INC Phone: Address: 3221 CENTER ST, TACOMA, WA, 98409-4706 License No: CEC****346L7 Expiration Date: Lender: Name: KING COUNTY HOUSING AUTHORITY Address: 600 ANDOVER PARK W , TUKWILA, WA, 98188 ' DESCRIPTION OF WORK: BUILDING G: 14440: 1 OF 7 BUILDINGS. PROVIDE EXTERIOR UPGRADES TO SIX (6) TWO-STORY APARTMENT BUILDINGS AND ONE(1) ONE-STORY MANAGEMENT BUILDING. UPGRADES INCLUDE BUT ARE NOT LIMITED TO : - REPLACE (E) SIDING, MOISTURE BARRIER, FLASHING AND TRIM - REPLACE (E) MANSARD ROOFING WITH NEW GABLE OVER -FRAMED ROOF ON TYPE 1 BUILDING (A, C & F) - REPLACE (E) EXTERIOR DOORS AND WINDOWS - CONSTRUCT ENTRY CANOPIES - DEMOLISH AND REPLACE (E) WOOD DECKS AND GUARDRAILS. PUBLIC WORKS ACTIVITIES INCLUDE EROSION/SEDIMENT CONTROL FOR DIGGING AND TRENCHING OUTSIDE THE BUILDING ENVELOPE. Project Valuation: $35,000.00 Fees Collected: $1,820.02 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: VB Occupancy per IBC: R-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW 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 Permit Center Authorized Signature: Date: 7 )-1-/S' 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 pewit and agree to the conditions attached to this permit. Signature: Print Name: rv-e f 4 9 d v, Date: 214.5.---- This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: 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. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: 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. 13: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 14: 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. 15: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 16: Any material spilled onto any street shall be cleaned up immediately. 17: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 18: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 19: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 20: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5200 EROSION MEASURES 0606 GLAZING 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 4037 SI-CAST-IN-PLACE 4000 SI-CuNCRETE CONST 4043 SI-E.I.F.S 4046 SI-EPDXY/EXP CONC 4032 SI-WOOD CONST 0601 WALL INSULATION Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0040000240 Permit Number: D14-0074 1444041AVE S4 Project Name: RIVERTON APARTMENTS - BLDG G Issue Date: 8/5/2014 Permit Expires On: 2/1/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: KC HOUSING AUTHORITY 600 ANDOVER PARK W , TUKWILA, WA, 98188 MEGAN BEAUCHESNE Phone: (206) 574-1219 700 ANDOVER PARK W, SUITE C , TUKWILA, WA, 98188 C E & C INC Phone: 3221 CENTER ST, TACOMA, WA, 98409 CEC****346L7 Expiration Date: 9/30/2014 KING COUNTY HOUSING AUTHORITY 600 ANDOVER PARK W , TUKWILA, WA, 98188 DESCRIPTION OF WORK: BUILDING G: 14440: 1 OF 7 BUILDINGS. PROVIDE EXTERIOR UPGRADES TO SIX (6) TWO-STORY APARTMENT BUILDINGS AND ONE(1) ONE-STORY MANAGEMENT BUILDING. UPGRADES INCLUDE BUT ARE NOT LIMITED TO : - REPLACE (E) SIDING, MOISTURE BARRIER, FLASHING AND TRIM - REPLACE (E) MANSARD ROOFING WITH NEW GABLE OVER -FRAMED ROOF ON TYPE 1 BUILDING (A, C & F) - REPLACE (E) EXTERIOR DOORS AND WINDOWS - CONSTRUCT ENTRY CANOPIES - DEMOLISH AND REPLACE (E) WOOD DECKS AND GUARDRAILS. PUBLIC WORKS ACTIVITIES INCLUDE EROSION/SEDIMENT CONTROL FOR DIGGING AND TRENCHING OUTSIDE THE BUILDING ENVELOPE. Project Valuation: $35,000.00 Fees Collected: $1,753.52 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: VB Occupancy per IBC: R-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 International Fuel Gas Code: 2012 International Residential Code Edition: 2012 WA Cities Electrical Code: 2012 International Mechanical Code Edition: 2012 WA State Energy Code: 2012 Uniform Plumbing Code Edition: 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: I hearby certify that I have read and provisions of law and ordinances gov xamin nin Date: l d this permit and know the same to be true and correct. All his 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. Signat e: L((�--"�� Print Name: Oi.1 /) ` Date: U /Li This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: 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. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: 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. 13: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 14: 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. 15: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 16: Any material spilled onto any street shall be cleaned up immediately. 17: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 18: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 19: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 20: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5200 EROSION MEASURES 0606 GLAZING 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 4043 SI-E.I.F.S 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.gov Building Permit No. b 1-k C074 Project No. Date Application Accepted: S ' 3— 11.4 Date Application Expires: -1 3- (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** Site Address: Tenant Name: King Co Assessor's Tax No.: 0040000240 4044 South 146th Street; Tukwila,WA 98168 King County Housing Authority Suite Number: Bldg. G Floor: 1 New Tenant: ❑ Yes (Building G: Manager and Maintenance: 14440 41st Ave S) PROPERTY OWNER Name: King County Housing Authority Address: 700 Andover Park West, Suite C City: Seattle State: WA Zip: 98188 CONTACT PERSON -- person receiving all project communication Name: Megan Beauchesne Address: 700 Andover Park West, Suite C City: Seattle State: WA zip: 98188 Phone: (206) 574-1219 Fax: Email: meganb@kcha.org GENERAL CONTRA.�CT+s iR IN ORM TI ON Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ..No ARCHITECT O1? RECORD Company Name: ORB Architects Architect Name: Geoff E. Anderson, AIA Address: 350 South 38th Court, Suite 210 City: Renton State: WA Zip: 98055 Phone: (425) 226-3522 Fax: (425) 226-9115 Email: geoffa@orbarchitects.com ENGINEER OF RECORD Company Name: PCS Structural Solutions Engineer Name: Rick Oehmcke, S.E. Address: 811 First Avenue, Suite 620 City: Seattle State: WA Zip: 98104 Phone: (206) 292-5076 Fax: Email: ROehmcke@pcs-structural.com LE1NDI greater perRCW i9.27.095) for projects Name: King County Housing Authority Address: 600 Andover Park W. City: Seattle State: WA Zip: 98188 H:Wpplications\Fonns-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION -- 206-431-3670 Valuation of Project (contractor's bid price): $ 25,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Bldg. G: 14440; 1 of 7 Buildings. Provide Exterior upgrades to six(6) two-story apartment buildings and one(1) one-story management building. Upgrades include but are not limited to: - Replace (E) siding, moisture barrier, flashing and trim - Replace (E) mansard roofing with new gable over -framed roof on Type 1 buildings (A, C & F) - Replace (E) exterior doors and windows Will there be new rack storage'? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lst Floor 1,458 0 0 0 V-B R2 2nd Floor 0 3`d Floor 0 Floors thru 0 Basement 0 Accessory Structure* 0 Attached Garage 0 Detached Garage 0 Attached Carport 0 Detached Carport 0 Covered Deck 0 Uncovered Deck 0 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): 392,868 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: 48 Compact: Handicap: 4 Will there be a change in use? ❑ Yes Z No 1f "yes' explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Z No If ':yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:`,Applications\Forms-Applications On Line:2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): N/A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate O .. 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): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone 0 .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor 0 ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization ❑ ...Frontage improvements ❑ .. Pavement Cut ❑ .. Trench Excavation 0 ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applicalions\Fornu-Applications On Line\2011 Applications \Permit Application Revised - 8-9-I1.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 he requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 1 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 Signature: Print Name: cmioluonesne Mailing Address: 700 Andover Park W Date: 03/03/2014 Day Telephone: (206) 574-1219 Seattle WA 98188 City State Zip HaApplications`.Forms-Applications On Line\2011 Applications\Pennit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $66.50 D14-0074 Address: 14440 41 AVE S 4 Apn: 0040000240 $66.50 DEVELOPMENT ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R5767 R000.345.830.00.00 1.00 $66.50 $66.50 Date Paid: Tuesday, July 21, 2015 Paid By: KING COUNTY HOUSING AUTHORITY Pay Method: CHECK 248678 Printed: Tuesday, July 21, 2015 9:58 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY I PAID PermitTRAK $7,394.90 D14-0068 Address: 14442 41 AVES 5 Apn: 0040000244 $1,036.55 DEVELOPMENT $987.40 PERMIT FEE R000.322.100.00.00 $982.90 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 TECHNOLOGY FEE $49.15 TECHNOLOGY FEE R000.322.900.04.00 $49.15 D14-0069 Address: 14461 41 AVE S 8 Apn: 0040000244 $1,315.16 DEVELOPMENT $1,252.75 PERMIT FEE R000.322.100.00.00 $1,248.25 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 TECHNOLOGY FEE $62.41 TECHNOLOGY FEE R000.322.900.04.00 $62.41 D14-0071 Address: 14438 41 AVE S Apn: 0040000240 $1,036.55 DEVELOPMENT $987.40 PERMIT FEE R000.322.100.00.00 $982.90 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 TECHNOLOGY FEE $49.15 TECHNOLOGY FEE R000.322.900.04.00 $49.15 D14-0072 Address: 14460 41 AVE S 7 Apn: 0040000240 $1,315.16 DEVELOPMENT $1,252.75 PERMIT FEE R000.322.100.00.00 $1,248.25 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 TECHNOLOGY FEE $62.41 TECHNOLOGY FEE R000.322.900.04.00 $62.41 D14-0073 Address: 14448 41 AVE S 6 Apn: 0040000240 $1,315.16 DEVELOPMENT $1,252.75 PERMIT FEE R000.322.100.00.00 $1,248.25 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 TECHNOLOGY FEE $62.41 TECHNOLOGY FEE R000.322.900.04.00 J $62.41 Date Paid: Friday, April 25, 2014 Paid By: KING COUNTY HOUSING AUTHORITY Pay Method: CHECK 241154 Printed: Friday, April 25, 2014 2:55 PM 1 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY I PAID PermitTRAK $7,394.90 D14-0074 Address: 14440 41 AVE S 4 Apn: 0040000240 $1,376.32 DEVELOPMENT $584.80 PERMIT FEE R000.322.100.00.00 $580.30 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 PUBLIC WORKS $750.00 BASE APPLICATION FEE R000.322.100.00.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 $250.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 $250.00 TECHNOLOGY FEE $41.52 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1935 R000.322.900.04.00 $41.52 $7,394.90 Date Paid: Friday, April 25, 2014 Paid By: KING COUNTY HOUSING AUTHORITY Pay Method: CHECK 241154 Printed: Friday, April 25, 2014 2:55 PM 2 of 2 DESCRIPTIONS ACCOUNT QUANTITY ( PAID D14-0074 Address: 14440 41 AVE S 4 Apn: 0040000240 $377.20 DEVELOPMENT $377.20 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R1367 R000.345.830.00.00 $377.20 $377.20 Date Paid: Monday, March 03, 2014 Paid By: KC HOUSING AUTHORITY Pay Method: CHECK 239589 Printed: Monday, March 03, 2014 3:56 PM 1 of 1 INSPECTION RECORD Retain a copy with permit ply-00711 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1i_ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 'tc C fl �'t Type of Ins ectio l� Adrdres_s;il � qt Date alle Special Instructions: /i � i�)rVel'�i�- , /1 G Date Iteylba.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. MMENTS: JO/e4 Ei r—s Inspector: DatS V C 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 PERMIT NO. D 1 y-oa?.y CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431.3670 Permit Inspection Request Line (206) 438-9350 ✓eetc n A els 'Type of Ins ion: - rGO n<: ress: Y JYo vt /rve S Date Gained. /#//5 pedal tnstnictions gate Want /6�a.� Requester Phone No: (. i,priorApproved per applicable codes. f orrections required prior to approval. COMMENTS: Skitur t . M, 9a (N .to Inspector:24 Date: mitts QREINSPEC ION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 5outhcenter Blvd.. Suite 100. Call to schedule reinspection. COMMENTS: INSPECTION RECORD Retain a copy with permit 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 R✓v: / Q401 i /.] YPe of Insp05tioq:' �-�� Address: you s y Date Called: / 4itr� 1 Special Instructions. ,,Q,,,, Date Wanted: a.my /0 Requester: Phone No: Approved per applicable codes. [ Corrections required prior to approval. 9/ 6-alfek ,b�� Vor s „c n ( —1" ot&e,_,V/ Inspector: 1*...6„,,,,,„"et Date: r t f 7 REINSPECTION FEE REQUIRED. Prior to next inspec ion. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. te 1111 INSPECTION RECORD Retain a copy with permit IN '?i' ON NO. PERMIT NO. CITY OF TUKWILA BUILDING RIVISI • N 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ((�(l �6).jj.3p Permit Inspection Request Line (206) 438-9350 Proj[ct:,��� — g(43� Type o In pection: '� Address: (NIHO fit5r4lle4dI l Due Called: if Special (In�sJtruct Instructions: �Q �l(iL '1� Date Wanted: Id— l5" a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: • if a�- Pam'<o(�` © it e V L/€ (eig f- rej'm f -o <� Sire r 14 lit) f-C iAct ' i 47yra i / e( i �r fry/ (ter �'j'�citer/ -.c.-t4 1 rfry a, to Vq I 14V— (41 C For Ye-a"IPe- o1,1 Inspector: Da7D ��S r REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 D(q-aa?y P�jetjp �� � Type of Inspection: S Al Lt y yo q P.�, es` ,Otte Called: Special Instructions: M Date IWante I ^ 'S a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: aF5. /Vat 0 f( eretir'& c(r-- Ve-d (4 "-s okd pertvtuf C-(I PI,-‘re,m5pecrho6\ Inspector: te..‹y Date{ ✓ , y REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD �� _ Retain a copy with permit I INS CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: II K - Lro /� 0,1. S 3 Ids Typq of Inspection: CS IAA `A-tl Address: iyy ro c �At,r- 5 Date Called: Specia Instructions: All) Date Wanted: 7- ZAK- a.m. p.m. Requester:��"i Phone No: ao (9 574/ iz icl Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: -z /-/ n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit a ��l cO7tI PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: I K11kx�10h AP4nT114-r4-1it Type of Inspection: LOP IgZo'1'-)" 4'1 Address: Ny4/O 4/ Alic-- Date Called: Special Instructions: , /'Y" Date Wanted: ���3 /GI a.m. p.m. Requester: Phone No: _ ,253s—o-c6 ovo-7 ZIApproved per applicable codes. Corrections required prior to approval. COMMENTS: 4-fispz,d Inspector:L it' 774, Date; 13 l5� 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 1�Iyr 0077/ Project: Type of Inspection: Address: Date Called: Special Instructions: m Date Wanted:5 '- 7—/ a.m. p.m. Requester: Phone No: ®.Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. o%n 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 Di \Lk cab 1-I Pr ect: glUotT AP - l is Typ of Inspection: iW st-orvi V& Address: /yeiyc yl4i s Date Called: Special Instructions: D (x (1 Am Date Wanted: t- 6 a.m. p.m. Requester: Phone No: Z�j ; o8' 000 '-7 Approved per applicable codes. Q Corrections required prior to approval. COMMENTS: Inspector 1f Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must he paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ..„41<jraz an. 8,. ARROCTATFS, INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION , February 12, 2015 City of Tukwila Attn: Bldg Dept 6200 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter Riverton Apartments 14440 41" Ave S. Tukwila, WA 98168 To Whom It May Concern: KA No. 066-14219 Permit No. D14-0069 D14-0072 D14-0073 D14-0068 D14-0071 D14-0070 D14-0074 In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforcing Steel • Diaphragm Nailing • Cast in Place Concrete • Proprietary Anchors • Lateral Framing To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2012 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC William B Throne Operations Manager Puyallup CC: King County Housing Authority With Offices Serving The Western United States 922 — Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939-2500 • Fax: (253) 939-2556 RIVERTON APARTMENTS - TUKWILA, WASHINGTON e►. PILE COPY REVIE CODE COPeatt APPRRE PHOT APR 0 8TS 2014 City of Tukwila BUILDING DIVISION : *is tilfL6M (( 11 44th:1 �i. VICINITY M NTS 4 :fir <.i3tu,:r Fsrrtins f)1:y ;;:tiro. LiLYt1i :i >441i1 « 8 LEGAL DESCRIPTION PARCEL NUMBER 0040000240 14448 14450, 144 14 41ST -ADAMS HOME TRS LESS S 10 FT FOR ST PARCEL NUMBEK(,:O%'40000244: 14442, 1444 & 1 46- 41ST AYE S. -ADAMS HOME TRS E 1/2 S 10 FT FOR ST PARCEL NUMBER 0040000197: 6120, 14422, 14424, 14426, & 1)t4428 41 ST AVE S - ADAMS HOME TRS LOT 2 OF AMENDED TUKWILA SP #L06-091 RE, 20090219900002 SD SP DAF - E 3 FT OF LOT 15 TGW LOT 16 BLK 2 C SD PLAT PROJECT DESCRIPTION PROVIDE REPLACEMENT OF EXISTING CAST IRON SANITARY SEWER PIPING, FITTINGS, AND ALL APPURTENANCES ACCESSIBLE WITHIN THE CRAWLSPACES AND EXTERIOR OF THE BUILDINGS. ALL INTERIOR FIXTURES SHALL REMAIN AND ONLY REPAIRED ON A CASE BY CASE BASIS COORDINATED WITH THE OWNER/ENGINEER REPRESENTATIVE. PROJECT DATA 30 UNIT APARTMENT COMPLEX 14440 41st Ave. South Tukwila, WA 98166 6 WOOD FRAME BUILDINGS 6 - 2 STORY RESIDENTIAL BUILDINGS 1 - 1 MANAGEMENT BUILDING (NIC) RD-3600 - ZONE GROUP R2 OCCUPANCY TYPE V - B CONSTRUCTION FIRE ZONE 3 TOTAL SITE AREA TOTAL (E) FLOOR AREAS: BLDG "A","C" & "F" (TYPE 1) BLDG "B" (TYPE 2) BLDG "D" (TYPE 3) BLDG "E" TYPE 4) 392,868 SO FT OR 9.019 ACRES 1ST FLOOR 2,791 2N0 FLOOR + 2,791 SUBTOTAL = 5,582 TYPE 1 TOTAL = 16,746 1ST FLOOR 2,975 2ND FLOOR + 2,975 TYPE 2 TOTAL = 5,950 1ST FLOOR 2,277 2ND FLOOR + 2,277 TYPE 3 TOTAL = 4,554 1ST FLOOR 2,608 2ND FLOOR +2,608 TYPE 4 TOTAL = 5,216 TOTAL UNIT BLDGS = 32,466 SO FT `, -B}DG "G" MANAGERS BUILDING = 1,458 SO FT (NIC) `` VQ4RKING RECEIVED 48(E)CARSPAC 44 `1X1� CITY OF TUKWILA MAR 0 3 2014 t�k hiLk• 3/4110SCC6 PERMIT CENTER 0 1-i Bill Rambo From: Megan Beauchesne <MeganB@kcha.org> Sent: Tuesday, March 03, 2015 8:21 AM To: Bill Rambo Subject: Riverton Terrace Permit D14-0068 Good Morning Bill, As discussed we would like to have the contractor removed from this permit since this building was pulled from the original project due to wage descriptions. We are going out to bid on March 19th and then we will give you the new contractors name, contractor's license and city of auburn license number as well as the full size plans for the permit. Please let me know if you need anything else. Thank you so much for all of your help? Megan Beauchesne 1 Capital Construction 1 King County Housing Authority 700 Andover Park W., Suite C, Seattle, WA 98188 1 Phone: 206-574-1219 TTY: 800-833-6384 1 Cell: 253-448-5270 1 www.kcha.org FIECEWED arm OF TUKWILA MAR 082015 PE ' °ENTER 1 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 27, 2015 Megan Beauchesne King County Housing Authority 700 Andover Park E, Suite C Tukwila, WA 98188 RE: Request for Extension Permit Number D14-0074 Dear Ms. Beauchesne, This letter is in response to your written request for an extension to Permit D14-0074. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through August 1, 2015. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Brenda Holt Permit Coordinator File: Permit No. D14-0074 W:\Permit CenteAExtension Letters\Permits\2014sD14-0074 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Brenda Holt From: Ricky Phillips <RickyP@kcha.org> Sent: Tuesday, January 27, 2015 8:18 AM To: Jennifer Marshall Cc: Fawn Sheets Subject: Permit # D14-0074 KCHA Riverton Apartments -Bldg G The previous email had the wrong permit number I the subject line, pleased refer to this email for request to extend building permit. Jennifer, This email is regarding status of permit D14-0074. KCHA received a letter notifying permit #D14-0074 was nearing expiration date. KCHA has held off on starting this project due to internal decisions. At this time the project will be advertised to the public for bid in February with a construction start date in April. The expiration date on the permit is February 1st, 2015. Please take this email as our written request to extend the expiration date on permit D14-0074 an additional 180- calader days. Feel free to contact me with any questions you may have. Thank you. Ricky Phillips I Project Manager I King County Housing Authority 700 Andover Park West Ste C Tukwila, WA 98188 I Phone: 206-574-1217 Fax: 206-315-6918 I TTY 800-833-8384 I www.kcha.orq 1 Request for $xtension # 1 Current Expiration Date: 7i" f •I'' Extension Request: iv'Approvedfor ❑ Denied (provide explanation Signature/Initials F days 1 City of Tukwila Department of Community Development 1/5/2015 MEGAN BEAUCHESNE 700 ANDOVER PARK W, SUITE C TUKWILA, WA 98188 RE: Permit No. D14-0074 RIVERTON APARTMENTS - BLDG G 14440 41 AVE S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 2/1/2015. Based on the above, you are hereby advised to: 1) Ca11 the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 2/1/2015, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall t Technician File No: D14-0074 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development March 13, 2014 MEGAN BEAUCHESNE 700 ANDOVER PARK W, SUITE C TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0074 RIVERTON APARTMENTS - BLDG G - 14440 41 AVE S Dear MEGAN BEAUCHESNE, Jim Haggerton, 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: PLANNING DEPARTMENT: Brandon Miles at 206-431-3684 if you have questions regarding these comments. • 1. Sheet C1.1 shows two trees being removed. These trees are part of the required landscaping for the site. Indicate why the trees need to be removed. If the trees cannot be retained, provide a site plan indicating that the site meets the City's landscaping code requirements. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, 1(t/tr-4 Bill Rambo Permit Technician File No. D14-0074 Joanna Spencer From: Megan Beauchesne <MeganB@kcha.org> Sent: Monday, March 10, 2014 10:28 AM To: Joanna Spencer Subject: RE: KCHA Buildings Renovations on S 146th St in Tukwila Good Morning Joanna, The cost for trenching/digging has been estimated for no more than $10,000. Yes, we will have erosion control. Thank you, Megan Beauchesne 1 Capital Construction Project Engineer I King County Housing Authority 700 Andover Park W., Suite C, Seattle, WA 98188 ( Phone: 206-574-1219 I Cell: 253-448-5270 I www.kcha.org From: Joanna Spencer jmailto:Joanna.Spencer TukwilaWA.govl Sent: Monday, March 10, 2014 8:58 AM To: Megan Beauchesne Cc: Joanna Spencer Subject: RE: KCHA Buildings Renovations on S 146th St in Tukwila Good Morning Megan, What is the cost of trenching/digging and I assume erosion/sediment control for Bldg G ? Joanna Spencer Development Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd #100 Tukwila, WA 98188-8548 ph:(206) 431-2440 fax:(206) 431-3665 Joanna.Spencer@@TukwilaWA.gov The City of opportunity, the community of choice. PERMANENT FILE COPY From: Megan Beauchesne [mailto:MeganB@ kcha.orq] Sent: Friday, March 07, 2014 8:45 AM To: Joanna Spencer Subject: RE: KCHA Buildings Renovations on S 146th St in Tukwila Good Morning Joanna, I'm sorry I was out of the office yesterday and did not have a chance to get back to you or Brandon Miles. On buildings A - F: we are only replacing siding, roofing, windows and doors. There should not be any trenching and/or digging outside of the buildings. 1 D14OO7't 0n building G - we will be replacing siding, roofing, windows, doors and we will be trenching for new exterior lighting. Please let me know if you have any other questions. Thank you, Megan Beauchesne I Capital Construction Project Engineer I King County Housing Authority 700 Andover Park W., Suite C, Seattle, WA 98188 I Phone: 206-574-1219 I CeII: 253-448-5270 I www.kcha.org From: Joanna Spencer jmailto:Joanna.Spencer(aTukwilaWA.Qovl Sent: Thursday, March 06, 2014 2:51 PM To: Megan Beauchesne Cc: Joanna Spencer Subject: KCHA Buildings Renovations on S 146th St in Tukwila Megan, Will there be any open cut, digging, trenching or boring outside the building envelopes. Electrical drawings, sheet E603 shows trench details, but no reference where it will take place. Would you please clarify. Joanna Spencer Development Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd #100 Tukwila, WA 98188-8548 ph:(206) 431-2440 fax:(206) 431-3665 Joanna.Spencer@TukwilaWA.gov The City of opportunity, the community of choice. 2 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0074 DATE: 04/13/15 PROJECT NAME: RIVERTON APARTMENTS - BLDG G SITE ADDRESS: 14440 41 AVE S Original Plan Submittal Response to Correction Letter # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: A /av BuiYding Division Es 1HViitc Works rO�V� ilk 4-1 e�ttr 4/-IC Fire Prevention Planning Division IR Structural Permit Coordinator in PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/16/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/14/15 Approved Corrections Required E Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use 0 CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0074 DATE: 03/27/14 PROJECT NAME: RIVERTON APARTMENTS - BLDG G SITE ADDRESS: 14440 41 AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued - after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural CeL,204.0•(`I Planning Division • Permit Coordinator m PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/01/14 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: 04/29/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT CUM COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0074 DATE: 03/03/14 PROJECT NAME: RIVERTON APARTMENTS - BLDG G SITE ADDRESS: 14440 41 AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: At),)( Building Division gi A3 S Public Works Fire Prevention Structural Penn Cw Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/06/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 04/03/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: 12/18/2013 PROJECT NAME: -Ziivev -jl, G SITE ADDRESS: 11..I4LI Q )- S PERMIT NO: ORIGINAL ISSUE DATE: REVISION LOG 07H -S- 1� REVISION NO. DATE RECEIVED STAFF INITTC S ISSUED DATE STAFF INITI LS 1 u•t3-1s 7 �-I 17 Summary of Revision: i'o.e, k..e 4.e, -ep-4,,, 40d v'` Ql4- 6 ioirettre 6 f a 4' . Received bye' (pig : (L)# c REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please nrint) Date: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. V/5// Plan Check/Permit Number: `1) f `/ - e07 L/ ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: iPcvrwl,yt7--S ctNc-tcaz- O'' 17•412 (T3e-t04 Project Address: / e _ $ a T(J r-(A) 4-,4 . 9,6 /66 Contact Person: C'EDfr Avsu4 Phone Number: '7 r -2a 6 •ScS a Summary of Revision: GL,tz - t TErz rat s te-12 t lv turt. -4 Accr-FAO (vrf(ce.) DSE 77 —yz. 4/LT' 1 z t-r T om? c rt t<DCtilk ?t7S "DTA--e-- RECEIVED 1Y_4F TLIKWItA APR 13 81111 PERMIT CEPBER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in TRAKiT on "lam( *I" f s City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through 2 the mail, fax, etc. Date: ` 1 20-1 I11 Plan Check/Permit Number: D 14-0074 1 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Riverton Apartments — Bldg. G Project Address: 14440 41 Ave S Contact PerfsRMel: an bectunKtie Number: n J 4*p• Gylt' uCflaboVeaison cinci s b rri d a_ [ and plan. REG TIUKWiLA CITY OF MAR PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: tg— Entered in TRAKiT on \applications\forms-applications on Iine\revision submittal Created: 8-13-2004 Revised: CE&CINC Page 1 of 4 Home Inicio en Espanol Contact Search L&I A-Z Index Help My Secure MI Safety Claims & Insurance Workplace Rights Trades & Licensing 0 Washington State Department of Labor & Industries CE&CINC Owner or tradesperson Principals WARTER, GREGG D, PRESIDENT BARNES, DARRELL A, VICE PRESIDENT WARTER, GEORGE L, TREASURER (End: 12/01/2001) Doing business as CE&CINC WA UBI No. 278 046 324 3221 CENTER ST TACOMA, WA98409 253-572-5122 PIERCE County Business type Corporation Goveming persons DARRELL A BARNES GREGG D WARTER; 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. CEC****346L7 Effective — expiration 06/27/1966— 09/30/2016 Bond ................. Travelers Cas and Surety Co of America Bond account no. 105950720 $12,000.00 Received by L&I Effective date 10/07/2013 09/30/2013 Expiration date Until Canceled Bond history Insurance ............................ Colony Ins Co $1,000,000.00 Policy no. 103 GL 0001255-01 Received by L&I Effective date 10/30/2014 10/30/2014 Expiration date 10/30/2015 Insurance history https://secure.lni.wa.gov/verify/Detail.aspx?UBI=278046324&LIC=CEC****346L7&SAW= 7/21/2015 CE&CINC Page 1 of 5 ICI:Iii Washington State Department of Labor & Industries CE&CINC Owner or tradesperson WARTER, GREGG D Principals WARTER, GREGG D, PRESIDENT BARNES, DARRELL A, VICE PRESIDENT WARTER, GEORGE L, TREASURER (End: 12/01/2001) Doing business as CE&CINC WA UBI No. 278 046 324 3221 CENTER ST TACOMA, WA 98409 253-672-6122 PIERCE County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. CEC****346L7 Effective — expiration 06/27/1966— 09/30/2014 Bond Travelers Cas and Surety Co of America Bond account no. 105950720 $12,000.00 Received by L&I Effective date 10/07/2013 09/30/2013 Expiration date Until Canceled Bond history Insurance Colony Ins Co Policy no. 103 GL 0001255-00 $1,000,000.00 Received by L&I Effective date https://secure.lni.wa.gov/verify/Detail.aspx?UBI=278046324&LIC=CEC* * * *346L7&SAW= 08/05/2014 (E) 4'-0" 3 A1.13 A5.2 SIM L 5 A1.13 A52 2 A1.13 SIM DS A1.13A5.2 SIM DS CUT ROOF EAVE @ ENTRY NEW GABLE ROOF @ ENTRY MATCH (E) SLOPES & PROFILE MANAGEMENT OFFICE: ROOF PLAN 1/8" = 1'-0" pl-ro-01_BLDG G.dwg A1.', A3.13 46'-0" J1.i3 I � 1 TYP A1.13 A5.3 22'-O" x x A1.13 A5.3 2 TYP LAUNDRY ROOM MEETING ROOM MANAGEMENT OFFICE 46'-0" 3 A1.13 A3.14 008 1 A1.13 A3.13 MANAGEMENT OFFICE: FLOOR PLAN 1/8" = pI-01_BLDG G.dwg (2- JA1.13 DS r 1\ti ;oi lanical Electrical �fPlumbing Lf Gas Piping City of Tukwila 9 BI.fi .f) ir=1 _—_~ . _ _ REVISIONS I No changes shall made made too al e scope of work without prior app Tukwila Building Division. f.gOTE: Revisions will require a 118W plan submittal and include additional plan revizri f—e'es.. __ TT FILE CC / Parrarit 7)14- oDi� Pan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: Date: City of Tukwila BUILDING DIVISION RENItEWED FOR CODE COMPLIANCE APPROVED APR 17 2015 City of Tukwila BUILDING DIVISION REVISION N0: GENERAL NOTES - ROOF PLAN 1. NOTES AND DETAILS SHOWN AT ONE LOCATION SHALL APPLY TO ALL SIMILAR CONDITIONS UNLESS SPECIFICALLY NOTED OTHERWISE. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING A BID 2. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. FIELD VERIFY ALL DIMENSIONS, TYP 3. REPLACE ALL GUTTERS AND DOWNSPOUTS. TIE INTO (E) STORM DRAINAGE SYSTEM, TYP 4. REMOVE AND REPLACE ALL ASPHALT ROOFING, SOFFITS AND RIDGE VENTS, TYP ROOF PLAN NOTES NEW ASPALT ROOFING. SEE SHEET A5.2 NEW RIDGE VENTS. SEE 1/A5.2 BUILDING OUTLINE BELOW NEW OVERFRAMED GABLE ROOF AT ENTRY CUT BACK (E) OVERHANG TO BE FLUSH WITH FASCIA GENERAL NOTES - PLAN 1. NOTES AND DETAILS SHOWN AT ONE LOCATION SHALL APPLY TO ALL SIMILAR CONDITIONS UNLESS SPECIFICALLY NOTED OTHERWISE. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING A BID 2. ALL WINDOWS TO BE REPLACED UNLESS OTHERWISE NOTED, SEE BUILDING ELEVATIONS 3. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. FIELD VERIFY ALL DIMENSIONS, TYP PLAN NOTES DEMO (E) BASEBOARD HEATERS AFTER HEAT PUMPS ARE INSTALLED AND OPERATIONAL, TYP, SEE ELECTRICAL. REPAIR FLOOR COVERING AND WALL BASE TRIM AS REQUIRED AT AREAS OF BASEBOARD HEATER REMOVAL. PATCH AND PAINT ENTIRE WALL TO MATCH ADJACENT HEAT PUMP LOCATION, PER MECH. SEE 11/A5.3. INSTALL COVER PER 12/A5.3, BY OWNER HOUSKEEPING PAD FOR HEAT PUMP, SIMILAR TO 12/A5.3, BY OWNER MECHANICAL SOFFIT ABOVE, SEE 14/A5.3 DEMO (E) METAL GUARD RAILS AT NORTH AND SOUTH ELEVATIONS. REFER TO BUILDING ELEVATIONS (E) CHAIN LINK FENCE TO BE PULLED BACK AND PROTECTED DURING CONSTRUCTION. FENCE POST TO BE RELOCATED DUE TO ADDITION OF INSULATION AND SIDING REMOVE AND REPLACE DOOR. SEE DOOR SCHEDULE, SHEET A4.1 DEMOLISH EXISTING STEEL DOOR, FRAME, AND ASSOCIATED PARTS. FRAME IN NEW FULL -HEIGHT WALL TO ALIGN WITH EXISTING. REPLACE CONC SLAB TO BE FLUSH W/ INTERIOR FINISHED FLOOR INSTALL NEW FIBERGLASS GUARDRAILS AT NORTH ELEVATION. SEE DETAILS 2 & 3/A5.1 RECEIVED DEMOLISH EXISTING ALCOVE WALLS AND OF TUKWILA PATCH & PAINT TO MATCH EXISTING APR 1 3 2015 RELOCATE (E) LIGHT SWITCH. PATCH AND PI Pl ERMIT CENTER architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP Bon GE(S PREY , iiNfiff 5"t'7M1f STATE OF WASHtNcIoN. co cc W 00 co z cc co w n O ®C on C7 w F— <z ...I 0 Z5=�Q 0 co -1- cc cc I--- 0 0Zd-EC. -21 �W®N F- W Z ISSUE: PERMIT SET PERMIT REV 9 APRIL 2015 DATE: 24 FEB 2014 SHEET TITLE: MANAGEMENT OFFICE FLOOR PLAN/ ROOF PLAN _3 11111111111101111111111111111111111111 1344. SHEET: A1.13 8' 1/8" = 1'-0" 4' 0 8' •16' SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH ■ ■ �rrrm��a�n�omi��rrrm�nnimVlinrnnnninfl— iiIIIInuIIIIIuIB9@� IIIIIIIIIBIIIIIIIIIIIII��uIlull III II I101111ll11111111111111111on11111 11IIIInB�llll6Ql99q�� IInIIIl0111111111111111�lllinlllllllllltlll11lllllll�llllllllllfillllll 1�ivaau�1u�.�n�� LW1u1u1ui4 IAuu�Uu��o1u 11 ILIuIIL11u1u11i4 00 MANAGEMENT OFFICE: SOUTH ELEVATION 1 1/4" = 1-0" el-01_BLDG G.dwg MANAGEMENT OFFICE: NORTH ELEVATION 1/4" = 1'-0" el-01_BLDG G.dwg A1.13 A3.14 2 A1.13 A3.14 TYP (E) EQUIPMENT, TYP (E) POWER METER. PULL AWAY FROM WALL TO MOUNT ON BLOCKING, SIMILAR TO 6/A5.3. ELECTRICAL PERMIT REQUIRED TOP 8'-9 1/2" FINISH FLOOR 0'-0" TOP 8'-9 1/2" FINISH FLOOR 0'-0" GENERAL NOTES 1. EXTERIOR PAINT COLOR SCHEME TO COORDINATE WITH OTHER SITE BUILDINGS. SEE ELEVATION NOTES BELOW 2. VERIFY LOCATIONS OF EXISTING UTILITIES (LE. PHONE & CABLE). MAINTAIN SERVICE AT ALL TIMES. COORDINATE NEW ROUTING LOCATIONS WITH ARCHITECT/ OWNER. REFER TO MOUNTING DETAILS, SHEET A5.3. 3. REMOVE BUILDING MOUNTED EQUIPMENT AS REQUIRED TO INSTALL NEW SIDING AND TRIM. REINSTALL PER DETAILS ON SHEET A5.3 DEMOLITION NOTES 1. EXISTING SIDING, SOFFITS, AND TRIM TO BE REMOVED TO EXPOSE (E) EXTERIOR SHEATHING. OWNER TO REVIEW EXPOSED SHEATHING FOR DAMAGE. PATCH/REPAIR SHEATHING AS REQUIRED FOR UNIFORM SURFACE TO RECEIVE NEW SIDING. SEE A5.2 FOR RAKE AND SOFFIT DETAILS. 2. REMOVE AND REPLACE ALL WINDOWS UNLESS NOTED OTHERWISE SUPPLY/ RETURN LINES SHOWN FOR REFERENCE ONLY - SEE MECHANICAL BUILDING G: SECTION @ OFFICE 1/4" =1'-0" sec-01.dwg 3 A1.13 A3.14 LINESET TO LOBBY UNIT - SEE MECHANICAL ROOF ASSEMBLY ELEVATION NOTES NOTE: REMOVE BUILDING MOUNTED EQUIPMENT AS REQUIRED TO INSTALL NEW SIDING AND TRIM. REINSTALL PER DETAILS ON SHEETA5.3 0 DEMO (E) ROOFING AND SOFFITS. NEW ASPHALT ROOFING, SOFFIT, AND RIDGE VENTILATION. REPLACE SHEATHING AS NEEDED, NEW UNDERLAYMENT, FLASHING, FALL ARREST ANCHORS, VENT CAPS, AND PLUMBING BOOTS, TYP 10 11 12 13 14 15 16 17 (E) ASPHALT SHINGLES (E) MOISTURE BARRIER (E) ROOF SHEATHING (E) TRUSS (E) GWB 4" MET STUD @ 16" OC, PERP TO (E) TRUSS 5/8" GWB - PAINT TO MATCH EXISTING WALL ASSEMBLY SEE 1/A5.1 (E) FLOOR ASSEMBLY SEE 1/A5.1 TYPE 1 FIBER CEMENT SIDING, PNT TO MATCH SW6207 RETREAT (E) CHAIN LINK FENCE TO REMAIN, TYP. CONTRACTOR RESPONSIBLE FOR RELOCATION OF POSTS FROM BUILDING, REPAIR/REPLACEMENT AS NECESSARY 6" ALUMINUM GUTTER 2x3 ALUMINUM DOWNSPOUT 5/4x4 FIBER CEMENT TRIM, PNT TO MATCH SW6141 SOFTER TAN 5/4x6 FIBER CEMENT TRIM, PNT TO MATCH SW6141 5/4x8 FIBER CEMENT TRIM, PNT TO MATCH SW6141 5/4x2 FIBER CEMENT TRIM, PNT TO MATCH SW6141 REMOVE AND REPLACE HOSE BIB WITH NEW, PER MECHANICAL. PROVIDE BLOCKING PER 7/A5.3 REMOVE AND REPLACE EXTERIOR LIGHT FIXTURE WITH NEW, PER ELECTRICAL. PROVIDE BLOCKING AT NEW LOCATIONS PER 6/A5.3 REMOVE DOOR(S) AND INFILL WALL FULL HEIGHT TO UNDERSIDE OF THE ROOF. ALIGN WITH EXISTING WALL. INTAKE LOUVER AT LAUNDRY ROOM DOOR. SEE DOOR SCHEDULE AND MECHANICAL REMOVE AND REPLACE DRYER VENTS. PROVIDE BLOCKING PER 5/A5.3 EXHAUST VENT PER MECHANICAL. PROVIDE BLOCKING PER 5/A5.3 DEMO (E) GABLE VENTS. FILL OPENING AS REQR'D. DEMOLISH (E) GUARDRAIL AT NORHT AND SOUTH ELEVATIONS. INSTALL NEW FIBERGLASS GUARDRAIL AT NORTH ELEVATION ONLY. SEE SHEET A5.1 DEMOLISH (E) AIR CONDITIONER AND ALL ASSOCIATED ITEMS. PATCH INTERIOR TO MATCH ADJACENT, PAINT ENTIRE WALL. PROVIDE WALL FRAMING AND EXTERIOR SHEATHING TO MATCH EXISTING PRIOR TO INSTALLATION OF NEW SIDING. BUILDING SIGNAGE - COORDINATE WITH OWNER AND ARCHITECT (OFCI), SEE 15/A5.3 REMOVE EXISTING ADA PARKING AND RESERVED PARKING SIGNAGE. INSTALL NEW CODE COMPLIANT SIGNAGE. COORDINATE WITH OWNER. CUT BACK (E) OVERHANG TO BE FLUSH WITH ROOF FASCIA BOARD REVrEWED FOR CODE COMPLIANCE APPROVED APR 17 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 3 2015 PERMIT CENTER architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP EOFFREY E. ANDERSON STATE OF WASHINGTON ISSUE: PERMIT SET PERMIT REV 9 APRIL 2015 DATE: 24 FEB 2014 SHEET TITLE: MANAGEMENT OFFICE ELEVATIONS 1344 SHEET: A3.14 1/4" = 1' - 0" 3' 2' 1' 0 2' 4' 8' SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH AIR BARRIER SURFACE PEEL & STICK MEMBRANE OVER METAL FLASHING. LAP JOINTS "SHINGLE STYLE" TO SHED WATER AWAY FROM BUILDING WALL CONST PER 1/A5.1 METAL FLASHING RUN BEHIND EXTERIOR SIDING AT HEAD ONLY END DAMS 1/2" DRIP LEG W/ HEMMED EDGE GVERIFY PEEL & STICK MEMBRANE OVER WINDOW FRAME FLANGES 5/4 X 3 1/2 CEMENT BD TRIM - REFER TO WINDOW TRIM ELEVATION 3/8" SEALANT JOINT (JAMBS ONLY) WRAP WEATHER BARRIER INTO OPENING AND INSTALL PEEL & STICK "FLEXWRAP" @ NEW WINDOW PER SCHEDULE - SET HEAD & JAMB FLANGES IN SEALANT BED 0 (E) GWB - PATCH AS REQ'D PAINTED MDF CASING AROUND OPENING NEW VERTICAL BLINDS SEALANT JT ALL AROUND - WIDTH VARIES NOTE: FLASHING & TRIM (5/4"x4") IS SIMILAR ALL AROUND MECHANICAL WALL CAPS, LIGHT FIXTURES ETC WINDOW HEAD (JAMB SIM) 6" = 1'-0" w1-01.dwg WINDOW PER SCHEDULE 3/8" SEALANT JOINT & BACKER ROD 5/4 X 2 CEMENT BD TRIM. SET AT ANGLE OR PROVIDE BEVEL TO TOP EDGE TO SHED WATER AWAY FROM BUILDING. GLUE & NAIL TO 5/4 X 4 SILL FLASHING PAN & SPACERS SELF ADHERING WALL CONST PER 1/A5.1 WEATHER BARRIER/ AIR BARRIER PEEL & STICK MEMBRANE OVER METAL FLASHING - LAP JOINTS "SHINGLE STYLE" TO SHED WATER AWAY FROM BUILDING METAL FLASHING - RUN BEHIND SIDING (AT HEAD ONLY) 1" 1"x3" 60PSI EPS STRIP 5/4 x 6 CEMENT BD TRIM (5/4 x 4 @ JAMBS) SIM TO WINDOW TRIM SEALANT JT LAP WEATHER BARRIER INTO OPENING AND INSTALL PEEL & STICK "FLEXWRAP" AT CORNERS (E) GWB - PATCH AS REQ'D 5/8" X 2 1/4" MDF TRIM - ALL AROUND EXISTING HEADER OR JAMB FRAMING TO REMAIN FRAME PER SCHEDULE DOOR PER SCHEDULE EXTERIOR DOOR HEAD (JAMB SIM)(;-- 3" = 1'-0" (do-01.dwg) DOOR PER SCHEDULE ADJUSTABLE SWEEP EXTERIOR SLAB 1 EXTERIOR DOOR SILL A4.1 1 A4.1 3" = 1-0" (do-02.dwg) Pot EEE • \\ 2 MEMBRANE - LAP INTO OPENING 1"x3" CONT 60 PSI EPS STRIPPING @ PERIMETER OF WINDOW 5/4 X 4 CEMENT BD TRIM, KERF BOTTOM TO ACCEPT TRIM - REFER TO WINDOW TRIM ELEVATION 1" RIGID INSUL 9" WIDE FLASHING MEMBRANE MOISTURE DRAINAGE MEMBRANE WEATHER BARRIER EXTEND UNDER FLASHING MEMBRANE WALL CONSTRUCTION PER 1/A5.1 AIR BARRIER SURFACE TRIM BEYOND NEW VERTICAL BLINDS 1/8" SEALANT JT ALL AROUND NEW SSM SILL AND APRON ,01 Nal 110 WINDOW SILL 6"=1'-0" wi-02.dwg 1/2" r • (E) FRAMING A4.1A4.1 DOOR & FRAME SCHEDULE o DOOR 0 FRAME DETAILS DOOR HARDWARE REMARKS NO. TYPE SIZE (W x H) MATERIAL FINISH FIRE RATING TYPE MATERIAL FINISH HEAD JAMB SILL 001 - NOT USED 002 - NOT USED 003 - NOT USED 004 D 3'-0" X 6-8" FG PNT - 8 WD PNT 3/A4.1 3/A4.1 4/A4.1 HW3 005 E 3'-0" X 6-8" FG PNT - 8 WD PNT 3/A4.1 3/A4.1 4/A4.1 HW4 PROVIDE LOUVER PER MECHANICAL ' " � FG PNT - ®8 WD 4 ^ „-_.. 007 - - - v ` �-� v- - - -✓ - - - NOT USED - INFILL WALL - 8 NT 3/A4.1 3 A . . 1 NOT USED 1 NOT USED 2 NOT USED 3 NOT USED 4 3'-0" X 4-0" - - NR 5 VINYL FF 1/A4.1 1/A4.1 SIM 2/A4.1 - 3'-0" X 3-0" - - NR 6 VINYL FF 1/A4.1 1/A4.1 SIM 2/A4.1 - 2'-0" X 5-0" - - NR 7 VINYL FF 1/A4.1 1/A4.1 SIM 2/A4.1 - FRAME PER SCHEDULE ADA PROFILE ALUM THRESHOLD - SET IN SEALANT BED PER SCHEDULE w J w (4 A4.1 A4.1 w 0 1 SG if DOOR GLAZING TO INCLUDE INTEGRAL BLINDS KICKPLATE PER SCHEDULE PER SCHEDULE HALF-LITE @ ENTRY 0 WINDOW & DOOR NOTES FLUSH PER SCHEDULE PER SCHEDULE WINDOW & DOOR NOTES 1. VERIFY EXISTING OPERABLE PANEL DIRECTIONS & PROVIDE NEW DOORS & WINDOWS TO MATCH, UNLESS NOTED OTHERWISE 2. SEE SHEET A4.2 FOR AIR BARRIER AND FLASHING DIAGRAMS 3. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY, CONTRACTOR TO FIELD VERIFY ACTUAL DIMENSIONS AFTER OPENING MODIFICATIONS 4. SG INDICATES SAFETY GLASS IS REQUIRED 5. ALL GLAZING & SLIDING GLASS DOORS SHALL BE LABELED & NFRC CERTIFIED PER MFR 6. ALL GLAZING & SLIDING GLASS DOORS SHALL HAVE A U-VALUE OF 0.30 OR BETTER, PER MFR, TYP 7. SCREENS TO BE PROVIDED WITH ALL OPERABLE WINDOWS 8. DOORS TO BE R-5 OR BETTER W/WINDOW ASSEMBLY 9. SIGNAGE AT ENTRY DOOR (S) TO BE OWNER FURNISHED, CONTRACTOR INSTALLED (OFCI) 10. COORDINATE HARDWARE GROUPS W/OWNER FLUSH - VENTED LOUVER PER MECHANICAL 1 A4.1 A4.1 TYP 4'-0" E) HEAD HEIGHT 4 co 1 1 1 A4.�A4.1 TYP I 3'-0" 1 A4.1 A4.1 SIM b VINYL FRAME WINDOW WITH DOUBLE PANE INSULATED GLAZING 1 1 0 CV 5'-0" NOTE: SEE SHEET A4.2 FOR WINDOW FLASHING SEQUENCE I PER SCHEDULE PER SCHEDULE REV EWER FOR CODE COMPLIANCE APPROVED APR 17 2015 City of Tukwila UILD.-...DIVISION FRAMETYPES 6" 3" = 1'-0" 3" 0 3" RECEIVED CITY OF TUKWILA APR 1 3 2015 PERMIT C. NTER 0 architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 8404 REGISTERED A HITECT C•EOFFREy' E. ANDERSON STAT 1F /ASHINGTON. >- ci) W cc 00 co 0 a, ecir et 1- oo a- (6.9n `� O Z a .44 ZC/)1-4Q-I 0 I- (T) < n Z 5 _ '< 0 m ;T. cc Lu 0 't D ISSUE: PERMIT SET PERMIT REV 9 APRIL 2015 DATE: 24 F E B 2014 SHEET TITLE: OPENING TYPES & DETAILS 1344 SHEET: A4.1 6" 6" = 1'-0" 3" 0 3" 1' SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH e e RIVERTON APARTMENTS -EXTERIOR BUILDING UPGRADES BUILDING 'G' TUKWILA, WAS H I N G TO N AERIAL PHOTO NTS Jack I i�x� S 141thS Jai 8ou1 'r-r : Veleis VICINITY MAP Imam Day :e Lit g f. PROJECT LOCATION NTS 4,20.15 ,f6i\ LEGAL DESCRIPTION PARCEL NUMBER 0040000240: 14440 41ST AVE S - ADAMS HOME TRS LESS S 10 FT FOR ST PLANNING APPROVED • No changes -can be made. to these plans without approval from the Planning Division of DCD Approved By: Date: PROJECT DESCRIPTION PROVIDE EXTERIOR UPGRADES TO ONE (1) ONE-STORY MANAGEMENT BUILDING, FOR A COMPLETE, DURABLE AND LONG LASTING WEATHERTIGHT ASSEMBLY. UPGRADES INCLUDE BUT ARE NOT LIMITED TO: 1. REPLACE (E) SIDING, MOISTURE BARRIER, FLASHING AND TRIM 2. REPLACE (E) ROOFING 3. CONSTRUCT ENTRY CANOPY AS SHOWN ON DRAWINGS 4. MECHANICAL WORK RELATED TO NEW HEATING SYSTEM 5. ELECTRICAL WORK FOR SITE LIGHTING AND ITEMS RELATED TO HEATING SYSTEM PROJECT DATA 30 UNIT APARTMENT COMPLEX 4044 S 146TH STREET TUKWILA, WASHINGTON 98168 6 WOOD FRAME BUILDINGS 6 - 2 STORY RESIDENTIAL BUILDINGS (NIC) 1 - 1 MANAGEMENT BUILDING RD-3600 - ZONE GROUP B OCCUPANCY TYPE V - B CONSTRUCTION FIRE ZONE 3 TOTAL SITE AREA = 392,868 SQ FT OR 9.019 ACRES TOTAL (E) FLOOR AREAS: BLDG "A","C" & "F" NIC BLDG "B" BLDG "D" BLDG "E" NIC NIC NIC BLDG "G" MANAGERS BUILDING = 1,458 SQ FT PARKING SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION = 48 (E) CAR SPACES CONTACT DATA OWNER: KING COUNTY HOUSING AUTHORITY 700 ANDOVER PARK WEST, SUITE C TUKWILA, WASHINGTON 98188 TEL: (206) 574-1213 CONTACT: ALTON LEUNG ARCHITECT: ORB ARCHITECTS 350 S 38TH COURT, #210 RENTON, WA. 98057 TEL: (425) 226-3522 CONTACT: GEOFF ANDERSON, AIA STRUCTURAL: PCS STRUCTURAL SOLUTIONS 811 FIRST AVENUE, SUITE 620 SEATTLE, WASHINGTON 98104 TEL: (206) 292-5076 CONTACT: RICK OEHMCKE, S.E. SHEET INDEX BUILDING ENVELOPE: WETHERHOLT AND ASSOCIATES, INC. 13104 N.E. 85TH STREET KIRKLAND, WASHINGTON 98083 TEL: (425) 822-8397 CONTACT: PRAVAT SRIPRANARATANAKUL, RRO MECHANICAL/ BCE ENGINEERS, INC ELECTRICAL: 6021 12TH STREET EAST, SUITE 200 TACOMA, WASHINGTON 98424 TEL: (253) 922-0446 CONTACT: SCOTT ZIMBELMAN, P.E. T1.1 TITLE SHEET PD 1.1 PROJECT DATA C1.1 SITE PLAN A1.13 MANAGEMENT OFFICE FLOOR PLAN/ROOF PLAN A3.13 MANAGEMENT OFFICE ELEVATIONS A3.14 MANAGEMENT OFFICE ELEVATIONS A4.1 OPENING TYPES & DETAILS A4.2 WINDOW FLASHING DIAGRAMS A5.1 A5.2 A5.3 S0.1 SO.2 SO.3 S2.2 WALL SECTIONS ROOF DETAILS DETAILS GENERAL NOTES GENERAL NOTES GENERAL NOTES FRAMING DETAILS M-101 MECHANICAL LEGEND & SCHEDULES M-201 MECHANICAL HVAC PLAN M-301 MECHANICAL DETAILS E-001 BLDG. G ELECTRICAL LEGEND AND LIGHTING & MECH. SCHEDULE E-201 BLDG. G ELECTRICAL PLAN E-501 BLDG. G ELECTRICAL ONE -LINE AND PANEL SCHEDULE E-601 BLDG. G ELECTRICAL DETAILS MOONS No changes shalt be made to thesoops of work without price ppp al of Tukwila Building Division. NOTE: Revisions wiU a new plan subrrrittal and may includes addirequire at plan review fees. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 8 2014 City of u ila BUILDING ISION FILE COPY Armtt NG. )I 4 90 44 Plan review appare subject to eras and amens. Approval of con on documents does not authorize; the violation of any adopted code or ordnance. Receipt of approved «, w ,Copy and Is acim s4sdied: By 11-(S-61.—M City Ttakwll BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 3 2014 PERMIT CENTER blOO7LI architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP &1G4 REGISTERED A"HITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON >— ~ W 00 co 0 c0 �<_ (1.`� O cn z 1— 0 CC L.LJ I — a. Z CO < Z Z 0 m d- F cr cc 1-0 Z st C > Eta cc W 41111111116411111111111111111111 ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: TITLE SHEET Building G - Manager 1344 SHEET: TI.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH ABBREVIATIONS L AB AC NC ACB ACC ACM ACOUS ACP ACT ACU AD ADD ADDL ADJ AF AFC AFF AFG AGG ALUM ALT ANOD AP APC APPD APPROX APT ARCH ASPH AVE AWF AWP B BBQ BD BF BIT BITUM BLDG BLK(G) BM BO BOT BOW BR BRG BS BSMT BTWN BUR Q CAB CB CBU C/C CD CEM CER CF CFCI CFM CFT CG CHAN CHBD CI CIP CJ CLF CLG CLK CLO CLR CMU CO COL CONC CONN CONST CONT COORD CORR CPT CRS CS CT CTCS CTR CTSD CTSK CTV CU CW CAN CWB CY d D DBL DEMO DEP DEPT DET, DTL DF D FIR DI DIA, 0 DIAG DIM DIM PT DISP DL DMPF DN DPR DR DS DV DW DWG AND AT ANGLE ANCHOR BOLT ACOUSTIC AIR CONDITIONING ACOUSTICAL CEILING BOARD ACCESSIBLE ASBESTOS CONTAINING MATERIAL ACOUSTICAL ACOUSTICAL CEILING PANEL ACOUSTICAL CEILING TILE AIR CONDITIONING UNIT AREA DRAIN, ACCESS DOOR ADDENDUM, ADDITIVE ADDITIONAL ADJACENT, ADJUSTABLE ACCESS FLOOR ACOUSTICAL FABRIC COVER ABOVE FINISH FLOOR ABOVE FINISH GRADE AGGREGATE ALUMINUM ALTERNATE ANODIZED ACCESS PANEL ACOUSTICAL PANEL CEILING APPROVED APPROXIMATE (LY) APARTMENT UNIT ARCHITECTURE (URAL) ASPHALT AVENUE ACOUSTICAL WALL FABRIC ACOUSTICAL WALL PANEL BATH BARBEQUE BOARD BOTH FACES BITUMEN BITUMINOUS BUILDING BLOCK (ING) BEAM, BENCH MARK BOTTOM OF BOTTOM BOTTOM OF WALL BRICK, BEDROOM BEARING BACKSPLASH BASEMENT BETWEEN BUILT-UP ROOFING CENTERLINE CABINET, CEMENT ASBESTOS BOARD CATCH BASIN CEMENTITIOUS BACKER UNITS CENTER TO CENTER CUP DISPENSER CEMENT CERAMIC CUBIC FEET CONTRACTOR FINISHED/CONTRACTOR INSTALLED CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TILE CORNER GUARD CHANNEL CHALKBOARD CAST IRON CAST IN PLACE CONTROL JOINT CHAIN LINK FENCE CEILING CAULKING CLOSET CLEAR (ANCE) CONCRETE MASONRY UNIT CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS COORDINATE CORRIDOR CARPET (ED) COURSE (ES) CONCRETE SEALER CERAMIC TILE CERAMIC TILE CORNER SHELF COUNTER CERAMIC TILE CORNER DISH COUNTER SINK CABLE TELEVISION CUBIC COLD WATER COMPLETE WITH CAPILLARY WATER BARRIER CUBIC YARD(S) PENNY NAILS DEEP, DEPTH, DRYER DOUBLE DEMOLITION, DEMOLISH DEPRESSED DEPARTMENT DETAIL DRINKING FOUNTAIN DOUGLAS FIR DUCTILE IRON, DEIONIZED WATER DIAMETER DIAGONAL DIMENSION DIMENSION POINT DISPOSAL DEAD LOAD DAMPPROOFING DOWN DAMPER DOOR DOWNSPOUT DRYER VENT DISHWASHER DRAWING E EA EB EF EFS EIFS EJ ELEC EL ELEV EM EN ENCL EOS EP EPNT EPX EQ EQUIP ES EST EW EWC EX EXC EXH EXIST, (E) EXP EXT FA FBD FBO FD FDN FE FEC F/F FF FF&E FGL FH FHC FIN FL FLUOR FM FND FNV FO, F/O FOC FOF FOIC F010 FOM FOS FP FPRF FPWH FR FRC FRG FRP FRT FS FT FTG FURR FUT FWC G GA GAL GALV GB GC GCMU GD GFCI GFRC GL GLU-LAM GND GPM GR GRGL GS GSB GSF GSL GVP GWB GYP GYP SHTG H HB HBGC HC HCT HD HDOL HDR HDWD HDWR HIWC HM HO HORIZ HP HR HRC HRSF HT HTG HVAC HW HWT HWD ID IE IG IN INCL INFO INSUL INT INV IPS EAST EACH EXPANSION BOLT EACH FACE, EXHAUST FAN EXTERIOR FINISH SYSTEM EXTERIOR INSULATION & FINISH SYSTEM EXPANSION JOINT ELECTRIC (AL) ELEVATION ELEVATOR, ELEVATION ENTRY MAT ENAMEL ENCLOSURE EDGE OF SLAB ELECTRICAL PANEL (BOARD) EPDXY PAINT EPDXY EQUAL, EQUALLY EQUIPMENT EACH SIDE ESTIMATE (ED) EACH WAY ELECTRIC WATER COOLER EXPANSION EXCAVATE EXHAUST EXISTING EXPANSION EXTERIOR FIRE ALARM FIBERBOARD FURNISHED BY OTHERS FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER & CABINET FACE TO FACE FACTORY FINISH, FINISH FLOOR FURNITURE, FIXTURES & EQUIPMENT FIBERGLASS FIRE HYDRANT FIREHOSE CABINET FINISH (ED) FLOOR (ING) FLUORESCENT FACTORY MUTUAL FEMININE NAPKIN DISPOSAL FEMININE NAPKIN VENDOR FACE OF FACE OF CONCRETE OR CMU FACE OF FINISH FURNISHED BY OWNER/INSTALLED BY CONTRACTOR FURNISHED BY OWNER/INSTALLED BY OWNER FACE OF MASONRY FACE OF STUD, FACE OF SLAB FIREPLACE FIREPROOFING FREEZE PROOF WALL HYDRANT FIRE -RESISTIVE FIBER REINFORCED CONCRETE FIBER REINFORCED GYPSUM FIBERGLASS REINFORCED PLASTIC FIRE RETARDANT TREATED FLOOR SINK FOOT, FEET FOOTING FURRING, FURRED FUTURE FABRIC WALL COVERING GAS GAUGE GALLON GALVANIZED GRAB BAR GENERAL CONTRACTOR GLAZED CONCRETE MASONRY UNIT GARBAGE DISPOSAL GROUND FAULT CIRCUIT INTERRUPTOR GLASS FIBER REINFORCED CONCRETE GLASS, GLAZING GLUE -LAMINATED GROUND GALLONS PER MINUTE GRADE GLARE REDUCING GLASS (GLAZING) GALVANIZED STEEL GYPSUM SHEATHING BOARD, GYPSUM SOFFIT BOARD GROSS SQUARE FOOT(AGE) GYPSUM SHAFT LINER GYPSUM VENEER PLASTER GYPSUM WALL BOARD GYPSUM GYPSUM SHEATHING HIGH HOSE BIB HIGH BUILD GLAZE COATING HANDICAP, HOLLOW CORE HOLLOW CLAY TILE HAND DRYER, HAIR DRYER HIGH DENSITY OVERLAID HEADER HARDWOOD HARDWARE HIGH IMPACT WALL COVERING HOLLOW METAL HOLD -OPEN HORIZONTAL HYDRO POOL HOUR, HANDRAIL HOSE REEL CABINET HIGH RATE SAND FILTER HEIGHT HEATING HEATINGNENTILATION/AIR CONDITIONING HOT WATER HOT WATER TANK HOT WATER DISPENSER INSIDE DIMENSION, INSIDE DIAMETER INVERT ELEVATION INSULATED GLASS INCH INCLUDE (D, ING) INFORMATION INSULATE(D), (ION) INTERIOR INVERT IRON PIPE SIZE JAN JST JT JB K, KIT KD KDF KO KP KS L LAM LAV LB LBS, # LF LG LH LHR LKR LL LMS LPT LRH LSD LT LTG LVR LWC MACH MAS MAT MAX MB MC MDF MDO MECH MEMB MET MFR MIN MISC MTL MEZZ MFR MH MIR MJ MLD MO MOD MR MTD MULL MW N (N) N/A NAT N/C NFS NFVA NIC NO, # NOM NP NR NRC NSF NTS 0 0/0 OA OBS OC OD OF OFCI OFOI OFF OH ORD OPNG OPP OR OSB OTS P PA PAR PB PBD PC PCD PERF PERP PF PI PJ PL PLAM PLAS PLYWD PNL PNT POC POL POLY PP PR PRCST PREFAB PROP PSF PSI PSL PT PTD PTD/WR PTN PTR PVC PVMT PW PWT JANITOR JOIST JOINT JUNCTION BOX KITCHEN KILN DRIED KNOCK DOWN FRAME KNOCK -OUT KICKPLATE KNEE SPACE LONG, LENGTH, LEFT LAMINATE LAVATORY LAG BOLT POUNDS LINEAL FOOT/FEET LENGTH, LONG LEFT HAND LEFT HAND REVERSE LOCKER LIVE LOAD LIQUID MARKING SURFACE LOW POINT LIGHT REFLECTIVE HARDENER LIQUID SOAP DISPENSER LIGHT LIGHTING LOUVER LIGHTWEIGHT CONCRETE MACHINE MASONRY MATERIAL MAXIMUM MACHINE BOLT MEDICINE CABINET MEDIUM DENSITY FIBERBOARD MEDIUM DENSITY OVERLAY MECHANICAL MEMBRANE METAL MANUFACTURER MINIMUM MISCELLANEOUS METAL MEZZANINE MANUFACTURER MANHOLE MIRROR MACHINE JOLT MOLDING MASONRY OPENING MODIFIED MOISTURE RESISTANT MOUNTED MULLION MICROWAVE OVEN NORTH NEW NOT APPLICABLE NATURAL NONCOMBUSTIBLE NON -FROST SUSCEPTIBLE NET FREE VENT AREA NOT IN CONTRACT NUMBER NOMINAL NOT PROVIDED NONRATED NOISE REDUCTION COEFFICIENT NET SQUARE FEET NOT TO SCALE OVER OUT TO OUT OVERALL OBSCURE ON CENTER OUTSIDE DIMENSION, OVERFLOW DRAIN OUTSIDE FACE OWNER FURNISHED/CONTRACTOR INSTALLED OWNER FURNISHED/OWNER INSTALLED OFFICE OVERHEAD OVERFLOW ROOF DRAIN OPENING OPPOSITE OUTSIDE RADIUS ORIENTED STRAND BOARD OPEN TO STRUCTURE PROPERTY LINE POWER PUBLIC ADDRESS PARALLEL PANIC BAR PARTICLEBOARD PRECAST, POINT OF CURVE PAPER CUP DISPENSER PERFORATED PERPENDICULAR PREFABRICATED POINT OF INTERSECTION PANEL JOINT PLATE PLASTIC LAMINATE PLASTER PLYWOOD PANEL PAINT POINT OF CONNECTION POLISHED POLYETHYLENE POWER POLE PAIR PRECAST PREFABRICATED PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER POINT, PRESSURE TREAT (ED) PAPER TOWEL DISPENSER PTD & WASTE RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE POLYVINYL CHLORIDE PAVEMENT POTABLE WATER PREFABRICATED WOOD TRUSS QUAN QT R RA RAD, R RB RD RD/0 REBAR REC RECP RECT REF REFR REG REINF REQ'D REQ'T RESIL RET REV RFG RH RHR RL RM RO ROW R&S RR RS RT RUB RV RWL S SAN SC SCD SCHED SCR SD SECT SF SG SH SHT SHTG SIM SK SLR SLV SM SMHC S/MH SMR SND SOG SOV SP SPEC SQ SR SS SSK SSM SST SSV ST STC STD STL STOR STRUCT SURF SUSP SV SN SWL SWR SYM T, TR TB T&B TD TEL TER, TZ TESC TFCI T&G TG THK TKBD TO TOB TOC TOF TOM TOP TOS TOW TPD TPTN TRAN TS TTD TTH TV TWC TYP UC U/C UG UL UNF UNO UR UV QUANTITY QUARRY TILE RISER, RADIUS, THERMAL RESISTANCE RETURN AIR RADIUS RUBBER BASE, RESILIENT BASE ROOF DRAIN, ROAD ROOF DRAIN OVERFLOW REINFORCING BAR RECESSED RECEPTACLE RECTANGULAR REFERENCE REFRIGERATOR REGISTER REINFORCE (ED, ING) REQUIRED REQUIREMENT RESILIENT RETAINING REVISION ROOFING RIGHT HAND, RELATIVE HUMIDITY, ROBE HOOK RIGHT HAND REVERSE RAIN LEADER ROOM ROUGH OPENING RIGHT OF WAY ROD & SHELF RAILROAD ROUGH SAWN RESILIENT TILE RUBBER RANGE VENT RAIN WATER LEADER SLOPE, SOUTH SANITARY SEWER SOLID CORE SEAT COVER DISPENSER SCHEDULE SHOWER CURTAIN ROD SOAP DISPENSER, STORM DRAIN, SMOKE DETECTOR SECTION SQUARE FOOT/FEET SAFETY GLAZING SHOWER SHEET SHEATHING SIMILAR SINK SEALER SLEEVE SHEET METAL, SHOWER MODULE SHOWER MODULE HANDICAPPED SHELF/MOP HOLDER SURFACE METAL RACEWAY SANITARY NAPKIN DISPENSER, SANITARY NAPKIN DISPOSAL SLAB ON GRADE SHUT OFF VALVE STANDPIPE, SOLID PLASTIC SPECIFICATION (S) SQUARE SEMI -RECESSED SANITARY SEWER, STAINLESS STEEL SERVICE SINK SOLID SURFACE MATERIAL STAINLESS STEEL SAND STAIN VARNISH STAIN, STONE, STREET SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SURFACE SUSPENDED SHEET VINYL STAIN & VARNISH STATIC WATER LEVEL SEWER SYMMETRICAL TREAD TOWEL BAR TOP & BOTTOM TOWEL DISPENSER TELEPHONE TERRAZZO TEMPORARY EROSION & SEDIMENTATION CONTROL TENANT FURNISHED/OWNER INSTALLED TONGUE & GROOVE TEMPERED GLASS THICK (NESS) TACKBOARD TOP OF TOP OF BEAM TOP OF CURB, TOP OF CONCRETE, TOP OF COLUMN TOP OF FOUNDATION TOP OF MASONRY TOP OF PAVEMENT, TOP OF PLATE TOP OF SLAB TOP OF WALL TOILET PAPER DISPENSER TOILET PARTITION TRANSPARENT TUBE STEEL TOILET TISSUE DISPENSER TOOTHBRUSH HOLDER TELEVISION TEXTILE WALL COVERING TYPICAL UNDERCUT UNDER COUNTER UNDERGROUND UNDERWRITERS LABORATORIES UNFINISHED UNLESS NOTED OTHERWISE URINAL ULTRA VIOLET V VENT VAR VARIES VAT VINYL ASBESTOS TILE VCT VINYL COMPOSITION TILE VENT VENTILATOR VERT VERTICAL VEST VESTIBULE VG VERTICAL GRAIN VIN VINYL VR VAPOR RETARDER VTR VENT THROUGH ROOF VWC VINYL WALL COVERING W WI WB WC WD WF WG WH W/I WIN WM W/O WP WPL WR WR/GWB WS WSCT WT WIW WWF WATER, WEST, WIDE, WIDTH, WASHER WITH WALL BASE, WASTE BASKET WATER CLOSET, WALL COVERING WOOD WIDE FLANGE WIRE GLASS WATER HEATER, WALL HUNG WITHIN WINDOW WIRE MESH WITHOUT WATER PROOF, WORKING POINT WEATHER PROOF LOUVER WASTE RECEPTACLE, WATER RESISTANT WATER RESISTANT GWB WEATHER STRIPPING, WATER STOP WAINSCOT WEIGHT, WATER TANK WALL TO WALL WELDED WIRE FABRIC X BRACE CROSS BRACE YD YARD, YARD DRAIN SYMBOLS V •U t 1 u KITCHEN 113 X UP/DN VINYL CPT PROJECT NORTH (PLAN REFERENCE ONLY - SEE SURVEY FOR TRUE NORTH) SECTION CUT/ ELEVATION NUMBER OR LETTER SHEET DRAWN SHEET TAKEN DETAIL NUMBER SHEET DRAWN SHEET TAKEN ELEVATION LETTER SHEET DRAWN SHEET TAKEN DOOR TYPE FRAME TYPE WALL TYPE DEMO FLAG NOTE WORK FLAG NOTE GRID LINE DOOR NUMBER REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 8 2014 City of Tukwila BUILDING DIVISION ROOM IDENTIFICATION NUMBER STAIR OR SLOPE DIRECTION CHAIN LINK FENCE ELEVATION INDICATOR FLOOR MATERIAL INDICATOR REFER TO INDIVIDUAL DISCIPLINE SHEETS FOR • ADDITIONAL SYMBOLS AND ABBREVIATIONS MATERIAL DESIGNATION Awnwpmricom /// // / / // II III EXISTING WALLS TO REMAIN WALLS OR ITEMS TO BE REMOVED NEW WOOD STUD WALLS NEW BRICK OR CMU WALLS CONCRETE EARTH FILL MATERIAL PROJECT GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. 2. ALL DIMENSIONS SHOWN ARE: a. FACE OF STUD b. FACE OF CONCRETE OR MASONRY c. CENTER OF STRUCTURAL COLUMNS. UNLESS NOTED OTHERWISE. 3. NEW DOORS NOT DIMENSIONED SHALL BE LOCATED FOUR AND ONE-HALF INCHES (4 1/2") FROM WALL INTERSECTION TO THE DOOR SIDE FACE OF ROUGH OPENING STUD. 4. CONFLICTS: SHOULD ANY CONFLICTS ARISE WHEREIN THE METHODS OF STANDARDS OF INSTALLATION OR THE PRODUCT OR MATERIAL SPECIFIED DO NOT MEET OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR THE ORDINANCES GOVERN. NOTIFY THE CONTRACTING OFFICER OF ANY AND ALL DISCREPANCIES. 5. VERIFY ALL ELEVATIONS, DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING OF WORK. SHOULD ANY DISCREPANCIES FROM THE DRAWINGS, CONTACT THE CONTRACTING OFFICER. DO NOT PROCEED WITH ANY DIRECT OR SUPPORT WORK RELATED TO THE DISCREPANCY UNTIL THE DISCREPANCY HAS BEEN RESOLVED AND APPROVED BY THE ARCHITECT. 6. EACH INSTALLER SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER TRADES AND INSTALLERS TO SECURE COMPLIANCE OF DRAWINGS, SPECIFICATIONS, EXISTING AND SUITABLE CONDITION FOR CONSTRUCTION / INSTALLATION OF THEIR EQUIPMENT AND / OR MATERIALS. SHOULD CONDITION NOT BE SUITABLE CONTACT THE ARCHITECT. DO NO WORK UNTIL SUITABLE CONDITION FOR THE PROPER INSTALLATION OF EQUIPMENT OR MATERIALS EXIST. 7. PROVIDE SOLID BLOCKING IN WALL CAVITY FOR ANY AND ALL WALL MOUNTED ITEMS. COORDINATE BLOCKING LOCATIONS WITH ALL WALL MOUNTED ITEMS PRIOR TO INSTALLATION OF ANY AND ALL WALL FINISH MATERIALS. SEE TYPICAL BACKING PLATE DETAIL X/XXX. 8. ALL EXPOSED FINISH MILLWORK EDGES SHALL BE EASED. 9. PROVIDE FIRE BLOCKING IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE AND AS FOLLOWS: a. CONCEALED SPACES OF STUD WALLS INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: i. VERTICALLY AT THE CEILING AND FLOOR LEVELS. ii. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. b. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. c. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF RUN. d. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 10. TAKE ALL PRECAUTIONS TO PREVENT GALVANIC ACTION BETWEEN DISSIMILAR MATERIALS. SEE DETAIL 1/PD1.2 FOR MORE INFORMATION. 11. REFER TO DOOR SCHEDULE FOR WORK ON NEW OR EXISTING DOORS TO REMAIN OR NEW, REPAIR OR REPLACEMENT DOOR HARDWARE. 12. REFER TO ROOM FINISH SCHEDULE FOR ANY -AND ALL WORK OW --• INTERIOR FINISHES. 13. WHERE NOTES DIRECT CONTRACTOR TO INSTALL NEW MATERIAL, CONTRACTOR SHALL REMOVE EXISTING MATERIAL TO SUITABLE BASE SUBSTRATE PRIOR TO INSTALLATION OR CONSTRUCTION OF NEW MATERIAL UNLESS DIRECTED OTHERWISE. RECEIVED CITY OF TUKWILA MAR 0 3 2014 PERMIT CENTER architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 8404 RE,ISTERED CHITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON c ILL! CD Er < 0 iii„, < ca.) 0ai En IX IX wO CC LL1 LIU H CC (4.9 z 0 z 0 U cp 00 r F- 00 D O Z V , 0 L,J I- > 0 Qz Q O J E-- ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: PROJECT DATA 1344 SHEET: PD1.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH ■ ■ SOUTH 146TH STREET PROPERTY LINE 312.45' PARCEL 0040000244 PROPERTY LINE BLDG A (NIC) cir PARKING LOT (E) 20 NO PARKING \�l ONI>1UVd ON BLDG B (NIC) cir BLDG D (NIC) 11J BLDG C (NIC) PARKI VG • • „„„ ••., BLDG G (MANAGEMENT OFFICE////A BLDG E (NIC) --------- PARCEL 0040000240------------------------------------------------------------------------- ROPERTY LINE 61.0' PARKING LOT (E) 20 (NIC) PROPERTY LINE 312.38' SITE PLAN GENERAL NOTES 1. REMOVE AND RESTORE LANDSCAPING AT AREAS DISTURBED BY CONSTRUCTION. REFER TO DEMOLITION SPECIFICATION 024100 FOR ADDITIONAL REQUIREMENTS 2. SEE ELECTRICAL SITE PLAN FOR LOCATIONS OF NEW SITE LIGHTING 3. CONTRACTOR TO OBTAIN UNDERGROUND UTILITY SURVEY PRIOR TO START OF ANY WORK SITE PLAN LEGEND v n l l x x x— BUILDING(S) IN SCOPE OF WORK (E) BLDG WALL MOUNTED LIGHT (E) WALL FLOOD LIGHT TO REMAIN ON NORTH SIDE OF THE PROPERTY FENCE (E) POLE LIGHT APPROX 20' TALL (E) GUARDRAILS. SEE BUILDING ELEVATIONS FOR THOSE TO REMAIN AND THOSE TO BE DEMOLISHED. (E) FENCE @ MANGERS BLDG TO REMAIN. PROTECT DURING CONSTRUCTION L ] (E) TRASH ENCLOSURES TO REMAIN. PROTECT DURING CONSTRUCTION • ti (E) TREE TO BE REMOVED Z�r REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 8 2014 City of Tukwila BUILDING DIVISION W REMOVE TREE ONINLIVd ON ONINHVd ON REMOVE TREE PARKING LOT (E) 20 PROPERTY LINE 624.42' j. BLDG F (NIC) a PARCEL 0040000197 BLDG H (NIC) PARCEL 0040000205 w J 0 Ja a Th SOUTH 144TH STREET 30' 15' 0' RECEIVED CITY OF TUKWILA MAR,0 3 2014 PERMIT CENTER 30' 60' architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP EOFFREY E. ANDERSON STATE OF WASHINGTON co cr L1J 00 co o < = w Dn 2 a. < 0 I- _ O IX ' w 1- � C'3 > 0 ZCn<z 1 0 1- 0 Z <t 0 in IY a 1 o <t 0Zd-� ire O Cr I.I.! N > 0 1UNI - ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: SITE PLAN 1344 SHEET: CIA 1" = 30'-0" SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH E.) 0 (.o 0 N 3 A1.13 A5.2 SIM A1.13 A3.14 4'-0" r- L 6s A1.1272 SIM DS A1.13 A5.2 SIM CUT ROOF EAVE @ ENTRY NEW GABLE ROOF @ ENTRY DS MANAGEMENT OFFICE: ROOF PLAN 1/8" = 1-0, pl-ro-01_BLDG G.dwg A1.13 A3.13 A1.13 A5.3 MEETING ROOM 1 4'-0" 4'-0" MANAGEMENT OFFICE 46'-0" A1.13 A3.13 MANAGEMENT OFFICE: FLOOR PLAN 1/8" = 1'-0" p1-01_BLDG G.dwg 1 4'-0" 0 0 NOTE: SEE DETAIL A1.13 A5.2 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 8 2014 City of Tukwila BUILDING DIVISION FOR FLASHING @ PIPE PENETRATIONS. VERIFY LOCATIONS (Th �A1.13 3 Al.13 A3.14 GENERAL NOTES - ROOF PLAN 1. FIELD VERIFY ALL DIMENSIONS, TYP 2. REPLACE (E) GUTTER AND DS, TIE INTO (E) STORM DRAINAGE SYSTEM, TYP ROOF NOTES REPLACE SHINGLE ROOF & MOISTURE BARRIER. VENTED RIDGE CAP BUILDING OUTLINE BELOW NEW OVERFRAMED GABLE ROOF AT ENTRY PLAN NOTES 0 0 0 0 0 0 DEMO (E) BASEBOARD HEATERS AFTER HEAT PUMPS ARE INSTALLED AND OPERATIONAL, TYP, SEE ELECTRICAL. REPAIR FLOOR COVERING AND WALL BASE TRIM AS REQUIRED AT AREAS OF BASEBOARD HEATER REMOVAL. PATCH AND PAINT ENTIRE WALL TO MATCH ADJACENT HEAT PUMP LOCATION, PER MECH. SEE 11/A5.3. INSTALL COVER PER 12/A5.3 HOUSKEEPING PAD FOR HEAT PUMP, SIMILAR TO 12/A5.3 MECHANICAL SOFFIT ABOVE, SEE 14/A5.3 DEMO (E) METAL GUARD RAILS AT NORTH ELEVATION ONLY. (E) METAL GUARD RAIL AT SOUTH ELEVATION TO REMAIN. REFER TO ELEVATIONS (E) CHAIN LINK FENCE TO BE PULLED BACK AND PROTECTED DURING CONSTRUCTION. FENCE POST TO BE RELOCATED DUE TO ADDITION OF INSULATION AND SIDING RECEIVED CITY OF TUKWILA MAR, 0 3 2014 PERMIT CENTER architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 8404 3ISTERED CHITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: MANAGEMENT OFFICE FLOOR PLAN/ ROOF PLAN 1344 SHEET: A1.13 1/8" = 1'-0" 8' 4' 0 8' 16' SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH TOP 8'-9 1/2" FINISH FLOOR 0'-0" TOP 8'-9 1/2" FINISH FLOOR (E) SIGNAGE ON BUILDING 1 11 TYP ® TYP (E) SIGNAGE NEAR BUILDING MANAGEMENT OFFICE: WEST (FRONT) ELEVATION 1 1/4" = 1'-0" el-01_BLDG G.dwg A1.13 A3.13 0'-0" ®TYP MANAGEMENT OFFICE: EAST ELEVATION 2 1/4" = 1'-0" el-01_BLDG G.dwg A1.13 A3.13 CUT HOLES IN (E) ROOF SHEATHING TO VENT ENTRY ROOF ASSEMBLY -ASPHALT SHINGLES -MOISTURE BARRIER -SHEATHING PER STURCT -OVERFRAMING PER STRUCT -CEMENT BOARD SOFFIT CUT OVERHANG @ ENTRY ROOF OVERFRAME. ROOF SHOWN BEYOND REVIEWED FOR CODE PROVES CE AP APR 0 8 2014 City of Tukwila BUILDING DIVISION SECTION @ ENTRY ROOF 1/2" = 1'-0" (wa-04.dwg) ELEVATION NOTES 3 A3.1dA3.13 NOTE: REMOVE BUILDING MOUNTED EQUIPMENT AS REQUIRED TO INSTALL NEW SIDING AND TRIM. REINSTALL PER DETAILS ON SHEET A5.3 O NEW ROOFING & ATTIC VENTILATION 0 TYPE 1 FIBER CEMENT SIDING 10 11 12 13 (E) CHAIN LINK FENCE TO REMAIN, TYP. CONTRACTOR RESPONSIBLE FOR RELOCATION OF POSTS FROM BUILDING, REPAIR/REPLACEMENT AS NECESSARY 6" GALV METAL GUTTER 2x3 GALV METAL DOWNSPOUT 5/4x4 FIBER CEMENT TRIM 5/4x6 FIBER CEMENT TRIM 5/4x8 FIBER CEMENT TRIM 5/4x2 FIBER CEMENT TRIM HOSE BIB, PROVIDE BLOCKING PER 7/A5.3 REMOVE AND REPLACE EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL. PROVIDE BLOCKING PER 6/A5.3 EXISTING DOOR AND FRAME TO REMAIN, PAINT. SEE DOOR SCHEDULE, SHEET A4.1 INSTALL INTAKE LOUVER IN (E) LAUNDRY ROOM DOOR. SEE MECHANICAL 14 (E) DRYER VENTS. PROVIDE BLOCKING PER 5/A5.3 15 EXHAUST VENT PER MECHANICAL. PROVIDE BLOCKING PER 5/A5.3 GABLE VENT DEMOLISH (E) GUARDRAIL AT NORTH SIDE ELEVATION. (E) GUARDRAIL AT SOUTH. ELEVATION TO REMAIN 3' 2' 1' 0 2' 4' RECEIVED CITY OF TUKWILA MAR, 0 3 2014 PERMIT CENTER 8' architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP REGISTERED 1CHITECT GEOFFREY E. ANDERSON STATE OF WASHINGTON Lillcr 00 Go 0:c T--- Famm I— CO Lu C� D so:c11. Oz Ct w E— CJ�Qz uO„cn 0 inel- cc croQ Ill 0 't ?El° "n"-.. Et Ill # F— LU ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: MANAGEMENT OFFICE ELEVATIONS 1344 SHEET: A3.13 1/4" = 1' - 0" SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH 0 (E) AIR CONDITIONER, TYP 00 MANAGEMENT OFFICE: SOUTH ELEVATION 1 1/4" = 1'-0" el-01_BLDG G.dwg A1.13 A3.14 TYP (E) EQUIPMENT, TYP 16 LH 13 11 TH f f Il I TITI TI f T fTI I I I I f 11 Ta IT I INIIININIIIINIIIIINIII II II IINIII iii II 1J lll I1I_LI 1IJ J I1 LLI1 I ! l� LLI1 I / .W 11 TYP MANAGEMENT OFFICE: NORTH ELEVATION 2 TO 6/A5.3. ELECTRICAL PERMIT REQUIRED 1/4" = 1'-0" el-01_BLDG G.dwg A1.13 A3.14 (E) SIGNAGE ON BUILDING (E) POWER METER. PULL AWAY FROM WALL TO MOUNT ON BLOCKING, SIMILAR 0 0 TOP 8'-9 1/2" 43 0 O FINISH FLOOR 0'-0" TOP 8'-9 1/2" FINISH FLOOR 0'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 08 2014 City of Tukwila BUILDING DIVISION SUPPLY/ RETURN LINES SHOWN FOR REFERENCE ONLY - SEE MECHANICAL BUILDING G: SECTION @ OFFICE 1/4" = 1'-0" sec-01.dwg ELEVATION NOTES NOTE: REMOVE BUILDING MOUNTED EQUIPMENT AS REQUIRED TO INSTALL NEW SIDING AND TRIM. REINSTALL PER DETAILS ON SHEET A5.3 1O NEW ROOFING & ATTIC VENTILATION 0 TYPE 1 FIBER CEMENT SIDING 03 (E) CHAIN LINK FENCE TO REMAIN, TYP. CONTRACTOR RESPONSIBLE FOR RELOCATION OF POSTS FROM BUILDING, REPAIR/REPLACEMENT AS NECESSARY 0 0 0 0 0 10 11 12 13 6" GALV METAL GUTTER 2x3 GALV METAL DOWNSPOUT 5/4x4 FIBER CEMENT TRIM 5/4x6 FIBER CEMENT TRIM 5/4x8 FIBER CEMENT TRIM 5/4x2 FIBER CEMENT TRIM HOSE BIB, PROVIDE BLOCKING PER 7/A5.3 REMOVE AND REPLACE EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL. PROVIDE BLOCKING PER 6/A5.3 EXISTING DOOR AND FRAME TO REMAIN, PAINT. SEE DOOR SCHEDULE, SHEET A4.1 INSTALL INTAKE LOUVER IN (E) LAUNDRY ROOM DOOR. SEE MECHANICAL 14 (E) DRYER VENTS. PROVIDE BLOCKING PER 5/A5.3 15 EXHAUST VENT PER MECHANICAL. PROVIDE BLOCKING PER 5/A5.3 16 GABLE VENT 17 DEMOLISH (E) GUARDRAIL AT NORTH SIDE ELEVATION. (E) GUARDRAIL AT SOUTH ELEVATION TO REMAIN 3 A1.13 A3.14 LINESET TO LOBBY UNIT - SEE MECHANICAL ROOF ASSEMBLY ASPHALT SHINGLES MOISTURE BARRIER (E) ROOF SHEATHING (E) TRUSS (E) GWB 4" MET STUD @ 16" OC, PERP TO (E) TRUSS 5/8" GWB WALL ASSEMBLY SEE 1/A5.1 (E) FLOOR ASSEMBLY RECEIVED CITY OF TUKWILA MAR . 0 3 2014 PERMIT CENTER • architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 8404 REG TER.ED A HITECT r` .:ANDE MPN MAILOEMSHINGION co so-1— W 00 Z CC Iz 0 DC ' L� �>0 ?to<z < CI -.I 0 1- 0 5 1 r Q 0 0o d- 1— >- cc cc Em 0 44E OZd-� pi, ;I: CC LLI W t F— ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: MANAGEMENT OFFICE ELEVATIONS 1344 SHEET: A3.14 1/4"= 1'-0" 3' 2' 1' 0 2' 4' 8' SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH AIR BARRIER SURFACE PEEL & STICK MEMBRANE OVER METAL FLASHING. LAP JOINTS "SHINGLE STYLE" TO SHED WATER AWAY FROM BUILDING WALL CONST PER 1/A5.1 METAL FLASHING RUN BEHIND EXTERIOR SIDING AT HEAD ONLY END DAMS 1/2" DRIP LEG W/ HEMMED EDGE /, VERIFY PEEL & STICK MEMBRANE OVER WINDOW FRAME FLANGES 5/4 X 3 1/2 CEMENT BD TRIM - REFER TO WINDOW TRIM ELEVATION 1/8" SEALANT JOINT (JAMBS ONLY) WRAP WEATHER BARRIER INTO OPENING AND INSTALL PEEL & STICK "FLEXWRAP" @ NEW WINDOW PER SCHEDULE - SET HEAD & JAMB FLANGES IN SEALANT BED (E) GWB - PATCH AS REQ'D NEW WD CASING AROUND OPENING NEW VERTICAL SEALANT JT ALL AROUND - WIDTH VARIES NOTE: FLASHING & TRIM (5/4"x4") IS SIMILAR ALL AROUND MECHANICAL WALL CAPS, LIGHT FIXTURES ETC WINDOW HEAD (JAMB SIM) 6" = 1'-0" wi-01.dwg WINDOW PER SCHEDULE - 1/4 SEALANT JOINT & BACKER ROD 5/4 X 2 CEMENT BD TRIM. SET AT ANGLE OR PROVIDE BEVEL TO TOP EDGE TO SHED WATER AWAY FROM BUILDING. GLUE & NAIL TO 5/4 X 4 SILL FLASHING PAN & SPACERS SELF ADHERING MEMBRANE - LAP INTO OPENING 1"x3" CONT 60 PSI EPS STRIPPING @ PERIMETER OF WINDOW 5/4 X 4 CEMENT BD ---�� TRIM, KERF BOTTOM TO ACCEPT TRIM - REFER TO WINDOW TRIM ELEVATION 1" RIGID INSUL 9" WIDE FLASHING MEMBRANE MOISTURE DRAINAGE MEMBRANE WEATHER BARRIER EXTEND UNDER FLASHING MEMBRANE WALL CONSTRUCTION PER 1/A5.1 AIR BARRIER SURFACE A4.1 A4.1 TRIM BEYOND NEW VERTICAL 1/8" SEALANT JT ALL AROUND NEW WD SILL AND APRON WALL CONST PER 1/A5.1 WEATHER BARRIER/ AIR BARRIER PEEL & STICK MEMBRANE OVER METAL FLASHING - LAP JOINTS "SHINGLE STYLE" TO SHED WATER AWAY FROM BUILDING METAL FLASHING - - -31 RUN BEHIND SIDING 11 1/2" (AT HEAD ONLY) 1" 1"x3" 60PSI EPS STRIP 5/4 x 6 CEMENT BD TRIM (5/4 x 4 @ JAMBS) SIM TO WINDOW TRIM SEALANT JT LAP WEATHER BARRIER INTO OPENING AND INSTALL PEEL & STICK "FLEXWRAP" AT CORNERS (E) GWB - PATCH AS REQ'D 5/8" X 2 1/4" WD TRIM - ALL AROUND EXISTING HEADER OR JAMB FRAMING TO REMAIN FRAME PER SCHEDULE DOOR PER SCHEDULE EXTERIOR DOOR HEAD (JAMB SIM) 3 3" = 1'-0" (do-01.dwg) A4.1 A4.1 DOOR PER SCHEDULE ADJUSTABLE SWEEP EXTERIOR SLAB -7-1, EXTERIOR DOOR SILL 3" = 1'-0" (do-02.dwg) DOOR & FRAME SCHEDULE o DOOR 0 FRAME DETAILS DOOR HARDWARE REMARKS NO. TYPE SIZE (W x H) MATERIAL FINISH FIRE RATING TYPE MATERIAL FINISH HEAD JAMB SILL 001 --- NOT USED 002 --- NOT USED 003 --- NOT USED 004 --- 3'-0" X 6-8" (E) FG PNT (E) --- (E) PNT --- --- --- HW3 PNT (E) WEST ENTRY DR 005 --- 3'-0" X 6-8" (E) HM pNT (E) --- (E) PNT --- --- --- HW4 PNT (E) SOUTH, NORTH & LAUNDRY DRS. PROVIDE LOUVER IN LAUNDRY RM DOOR PER MECHANICAL 006 --- 2' -611 X 6-8" (E) HM PNT (E) --- (E) PNT --- --- --- HW5 PNT (E) NORTH SIDE DR NOT USED 1 NOT USED 2 NOT USED 3 NOT USED 4 3'-0" X 4-0" --- --- NR 5 VINYL FF 1/A4.1 1/A4.1 S I M 2/A4.1 --- 3'-0" X 3-0" --- --- NR 6 VINYL FF 1/A4.1 1/A4.1 SIM 2/A4.1 --- 2'-0" X 5-0" --- --- NR 7 VINYL FF 1/A4.1 1/A4.1 SIM 2/A4.1 --- FRAME PER SCHEDULE ADA PROFILE ALUM THRESHOLD SEALANT BED 4 A4.1 A4.1 1 A4.1 A4.1 TYP 4'-0" fi E) HEAD HEIGHT, TY 0 1# A4.1 A4.1 SIM 2 A4.1 A4.1 TYP VINYL FRAME WINDOW WITH DOUBLE PANE INSULATED GLAZING 3'-0" 9 M NOTE: SEE SHEET A4.2 FOR WINDOW FLASHING SEQUENCE 5'-0" 1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 8 2014 City of Tukwila BUILDING DIVISION ''''?10�- GABLE VENT OPENING TYPES WINDOW & DOOR NOTES 1. VERIFY EXISTING OPERABLE PANEL DIRECTIONS & PROVIDE NEW DOORS & WINDOWS TO MATCH, UNLESS NOTED OTHERWISE 2. SEE SHEET A4.2 FOR AIR BARRIER AND FLASHING DIAGRAMS 3. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY, CONTRACTOR TO FIELD VERIFY ACTUAL DIMENSIONS AFTER OPENING MODIFICATIONS 4. SG INDICATES SAFETY GLASS IS REQUIRED 5. ALL GLAZING & SLIDING GLASS DOORS SHALL BE LABELED & NFRC CERTIFIED PER MFR 6. ALL GLAZING & SLIDING GLASS DOORS SHALL HAVE A U-VALUE OF 0.30 OR BETTER, PER MFR, TYP 7. SCREENS TO BE PROVIDED WITH ALL OPERABLE WINDOWS 8. DOORS TO BE R-5 OR BETTER W/WINDOW ASSEMBLY 9. SIGNAGE AT ENTRY DOOR (S) TO BE OWNER FURNISHED, CONTRACTOR INSTALLED (OFCI) 10. COORDINATE HARDWARE GROUPS W/OWNER RECEIVED CITY OF TUKWILA MAR. 0 3 2014 PERMIT CENTER architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 1eltra A E �t STERED CHITECT Pi EtOF4WASH►NGTON i W 00 p O (0 OI--00 Lu I® O C LI f- CJ > ca -I O 1- cn =�< 0 in> Ewe uj d- LI 0 Z 425 0 D ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: OPENING TYPES & DETAILS 1344 SHEET: A4.1 WINDOW SILL 6"=1'-0" wi-02.dwg 2 A4.,A4.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH SHEATHING FRAMED WINDOW OPENING STEP 1B - INSTALL SELF -ADHERING "FLEX WRAP" MEMBRANE AT SILL CORNERS TO COMPLETELY COVER INTERSECTION STEP 1A - INSTALL 9" WIDE STRIP OF FLEXIBLE NON -ADHERING MEMBRANE FLASHING TO FACE OF SHEATHING 41,4 SECURE TOP ONLY, LEAVE BOTTOM LOOSE STEP 1 STEP 6 - INSTALL 6" WIDE STRIP OF SELF -ADHERING MEMBRANE OVER JAMB FLANGES 1 1/2" MIN STEP 6 STEP 2 - INSTALL SELF -ADHERING MEMBRANE, CUT & FOLD CORNERS UP AND SILL DOWN AS SHOWN STEP 2 STEP 7 - INSTALL 9" WIDE STRIP OF SELF -ADHERING MEMBRANE OVER HEAD FLANGE & OVER JAMB MEMBRANE STEP 7 SILL FLASHING PAN CORNER -PVC WELD CORNER TO PAN PER S,LL PAN MFR INSTRUCTIONS. SILL FLASHING PAN SPACERS (LEVELING SHIM) STEP 3 - SET SILL FLASHING PAN IN SEALANT OVER SELF -ADHERING MEMBRANE STEP 3 STEP 8 - INSTALL WEATHER BARRIER EXTEND WEATHER BARRIER BENEATH LOOSE SILL FLASHING REVIEWED CODE COMPLIANCE APPROVED APR 0 8 2014 City of Tukwila BUILDING DIVISION EXTEND WEATHER BARRIER OVER JAMB FLASHING STEP 8 TAPE CORNERS AND INSTALL PIECE AT HEAD FASTEN TO LEVEL OF SILL, LEAVE BOTTOM LOOSE FLASH OVER SILL FLASHING PAN CORNE STEP 4 - INSTALL NON -ADHERING FLEXIBLE MEMBRANE FLASHING AT JAMBS STEP 4 STEP 9A - INSTALL SHEET METAL HEAD FLASHING. PROVIDE END DAMS. ENSURE FLASHING DOES NOT INTERFERE WITH WINDOW OPERATION OR VENTS. SET METAL FLASHING IN SEALANT BED ON WINDOW FRAME STEP 9B - INSTALL 12-INCH WIDE STRIP OF SELF -ADHERING MEMBRANE OVER METAL HEAD FLASHING AND OVER WEATHER BARRIER AT JAMBS STEP 9 STEP 5 - INSTALL A HEAVY BED OF BUTYL SEALANT @ HEAD & JAMBS ONLY, SET WINDOW INTO OPENING. ATTACH FLANGES WITH PAN HEAD GALVANIZED SCREWS PER WINDOW MFR'S INSTRUCTIONS SET WINDOW IN SEALANT AGAINST BACK DAM OF SILL FLASHING PAN SEE 2/A4.2 STEP 5 SHIM BEHIND FLANGES AS REQUIRED TO ACCOMMODATE FOR BUILD-UP OF FLASHING THICKNESS AT SILL TO PROVIDE A PLUMB, LEVEL AND FLUSH INSTALLATION. GENERAL NOTES 1. DIAGRAMS ARE SHOWN WITH MATERIALS "BROKEN" OR NON -CONTINUOUS FOR DRAWING CLARITY. MATERIALS SHALL BE INSTALLED CONTINUOUS THE FULL WIDTH/HEIGHT OF OPENINGS WITHOUT LAPS OR SPLICES UNLESS SHOWN OR NOTED OTHERWISE. 2. PROVIDE MIN. 1/4" FINAL CLEARANCE BETWEEN WINDOW FRAME AND WEATHER BARRIER AT HEAD AND JAMB FOR BACKER ROD AND SEALANT. CONTRACTOR TO ALLOW FOR BUILD UP OF MATERIALS AND SIZE ROUGH OPENING ACCORDINGLY. STEP 10 - INSTALL WEATHER BARRIER OVER HEAD FLASHING SEAL BETWEEN WINDOW FRAME AND WEATHER BARRIER IN ROUGH OPENING. SEAL ENTIRE INTERIOR PERIMETER OF FRAME WITH CONTINUOUS BACKER ROD AND SEALANT. SEE NOTE 2 AND DETAILS 1 & 2 /A4.1 STEP 10 RECEIVED CITY OF TUKWILA MAR' 0 3 2014 PERMIT CENTER o.r.b architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 8404 STERED HITECT aEOFFREY E. ANDERSON STATE OF WASHINGTON co 111 00 p0 ZCC~~(x) emD cL "� z 1- v) O CC w t- QC'3Z>� Z z 'CC i3 lot Oct,. 00 -1- a1"OQ W 0 Z CC o CC FT H Z ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: WINDOW FLASHING DIAGRAMS 1344 SHEET: A4.2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH WALL ASSEMBLY FIBER CEMENT LAP SIDING MOISTURE DRAINAGE MEMBRANE 1" RIGID INSULATION -(E) 5/8" EXT CEDAR PLWD SIDING -(E) WEATHER BARRIER -(E) 2X4 WD STUDS @ 16 OC -(E) 1/2 GWB (E) FLOOR ASSEMBLY -(E) VINYL TILE -(E) 3/8" UNDERLAY -(E) 5/8" SUBFLOOR -(E) 2x10 FLOOR JOISTS @ 16" OC (E) FOUNDATION • REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 8 2014 City of Tukwila BUILDING DIVISION 3 WALL SECTION 1/2" = 1'-0" (wa-01.dwg) A5.1 A5.3 LOWER FLOOR 0'-0" (71 � A3.14 [A5.1 RECEIVED CITY OF TUKWILA MAR, 0 3 2014 PERMIT CENTER architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 1340.4 RE/ TERED; .HITEOT EOFFRF_YE. 'ANDEft611 STATF OF WASHINGTON IX 00 fn ® ((113 a. < O z 0 5 . �'-- tl�.Qz 0 Otri. it O 7i- UJ 0 "t ® 1.1 CT LLI ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: WALL SECTIONS 1344 SHEET: A5.1 1/2" = 1'-0" 2' 1' 0 2' 4' 6' SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH e ■ RIDGE VENT 3" = 1 -0 ro-01.dwg COMPOSITE SHINGLE RIDGE CAP CONTINUOUS RIDGE VENT PROVIDE CLEAR VENTILATION OPENING IN SHEATHING AT RIDGE TYPICAL ROOF ASSEMBLY PER 1/A5.1 r�l A1.2, A1.4, A1.6, A1.8, A1.10, A1.12, A1.1 PROVIDE NEW INSUL BAFFLE @ VENTS MAINTAIN 2" CLR AIR SPACE ABOVE INSUL, TYP ROOF ASSEMBLY PER 1/A5.1 VENTED BLOCKING PER TRUSS MFR SHT METAL DRIP 6" FLASH 5/4x6 OVER 5/4x8 CEMENT BD FASCIA SHT METAL GUTTER PER 7/A5.2 2x BLKG BATTEN STRIPS TYP @ JOINTS PERF CEMENT BD SOFFIT PROVIDE SHEATHING AS REQUIRED. MATCH (E) SHT METAL DOWNSPOUT WALL CONST PER 1/A5.1 VERIFY A5.2 NOTE: BUILDINGS D, E & G RETAIN (E) ROOF FRAMING. ADD 1 1/2"0 VENT HOLES IN (E) BLOCKING AS NECESSARY, PROVIDE INSUL BAFFLE ROOF EAVE 1 1/2" = 1'-0" ro-02.dwg 2 A1.2, A1.4, A1.6, Al.8, A.5.2 A1.10, A1.12, A1.1 ROOF ASSEMBLY PER 1/A5.1 SHT METAL DRIP FLASH 6" L1 1/2" 1/2" 2 x 4 x 24" BLOCKS @ 3'- 0" OC 5/4" CEMENT BOARD FASCIA BATTEN STRIPS TYP @ JOINTS PERF CEMENT BD SOFFIT 5/4 x 4 CEMENT BD TRIM - KERF TO ACCEPT SIDING GABLE END TRUSS WALL CONST PER 1/A5.1 SIDING PER ELEV AIR BARRIER SURFACE NOTE: MANAGEMENT OFFICE AND BUILDINGS D & E RETAIN (E) ROOF FRAMING RAKE DETAIL 1 1/2"" = 1'-0" ro-03.dwg A1.2, A1.4, A1.6, A1.8`, IA'5.2 A1.10 A1.12 A1.13` ONE PIECE LEAD ROOF ASSEMBLY PER 1/A5.1 SLEEVE FLASHING, LAP INSIDE VENT SOLDER CONT @ ROOF PENETRATION FLASHING & VENT SLEEVE FLASHING NOTE: FIELD VERIFY ALL PIPE SIZES & LOCATIONS z 0 LAP SHINGLES OVER FLASHING @ SIDES & ABOVE VENT, LAP FLASHING OVER SHINGLES BELOW VENT VENT PIPE FLASHING @ PIPE PENETRATIONS 4 n 1 1/2 = 1-0 ro-04.dwg A1.2, A1.4, A1.6, A1.8, A5.2 A1.10, A1.12, A1.1 1'-6" EXTEND SHINGLE 12" MIN BEYOND CENTER OF VALLEY TRIM CORNER OF SHINGLES SEALANT NOTES: 1. FIELD UNDERLAYMENT NOT SHOWN FOR CLARITY 2. VALLEY UNDERLAYMENT TYPE AND NECESSITY MAY VARY DEPENDING ON CLIMATIC CONDITIONS 3. THE CUT SIDE OF THE VALLEY SHOULD BE ON THE SIDE WITH THE GREATEST AREA 1'-6" CLOSED CUT VALLEY VALLEY UNDERLAYMENT KEEP NAILS 6" MIN FROM CENTER OF VALLEY ASPHALT SHINGLES 6 NTS det-12.dwg A1.13 A5.2 RAKE TRIM GUTTER ENDCAP ISOMETRIC ® 3 =1 -0 det-16.dwg REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 8 2014 City of Tukwila BUILDING DIVISION 1 1/2" = 1' 0" 6" 3" = 1'-0" 8" 4" 0 3" 0 6" (E) SHINGLE SPIKE & FERRULE @ 4'-0" OC MAX END CAP GUTTER (MATCH (E) PROFILE) FASCIA n A5.2 A5.2 1' .09 RECEIVED CITY OF TUKWILA MAR. 0 3 2014 PERMIT CENTER 2' 3" 1' architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 8404 trecanietntaNtAot TERED A 4 MITECT EYE. ANDEFigtiN. S1A' E'0F WASH INGTON ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: ROOF DETAILS 1344 SHEET: A5.2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH ........................• 1 3 1/2" OUTSIDE CORNER AIR BARRIER SURFACE MOISTURE DRAINAGE BARRIER SURFACE (E) SHEATHING WEATHER BARRIER 1" RIGID INSUL BD CEMENT BD SIDING PER ELEV ADD 2x4 BLOCKING WHERE REQ'D (ASSUME CORNERS) FOR NAILING OF SIDING 5/4 X 4 CEMENT BD TRIM, RIP TO MATCH N Cf) 1/8" SEALANT JOINTS 3" = 1'-0" det-01.dwg A1.1,A1.3,A1.5,A1.7,A1.9,A1.11 A5.1 AIR BARRIER SURFACE WEATHER BARRIER 1" RIGID INSUL BD MOISTURE DRAINAGE MEMBRANE CEMENT BD SIDING PER ELEV 5/4 CEMENT BD TRIM - CUT TO 1"x1" 1/8" SEALANT JOINT EA SIDE (E) SHEATHING - REMOVE & REINSTALL AS REQ'D TO INSTALL BLOCKING ADD BLOCKING TO ALLOW FOR PROPER NAILING OF SIDING AND TRIM CHANNELS INSIDE CORNER 2 4" 3" = 1'-0" det-02.dwg A1.1,AI.3,A1.5,A1.7,A1.9,A1.11 IA5.1 (E) WALL AIR BARRIER SURFACE WEATHER BARRIER MOISTURE DRAINAGE MEMBRANE SIDING PER ELEV 1" RIGID INSUL BD DOUBLE SIDED TAPE CONTINUOUS BLOCKING AS REQ'D FOR FASTENING INSECT SCREEN 1/4" MIN VENT SPACE GALV MTL FLASHING (E) CONC FOUNDATION SIDING @ FOUNDATION 3" = 1'-0" det-03.dwg 3 . A3.1,A3.2,A3.3,A3.4,A3.5,A3.6,A3.7,A3.8, IA5.3 A3.9,A3.10,A3.11,A3.12,A3.13,A3.14,A3.1 DOUBLE SIDED TAPE BTWN FLASHING AND WEATHER BARRIER MOISTURE DRAINAGE MEMBRANE, LAP OVER SHT MET FLASH BELOW, TYP SINGLE SIDED TAPE EXTEND WEATHER BARRIER--'"-" TO TOP OF FLASHING WALL CONSTRUCTION PER 1/A5.1 INSECT SCREEN 1/4" VENT PATH ABOVE & BELOW FLASHING SHT MET FLASH W/ HEMMED EDGE, TYP 2x8 CEDAR OR FIBER CEMENT TRIM VERIFY 1/8" SEALANT JOINT, TYP AIR BARRIER SURFACE TRIMFLASHING DETAIL 3"= 1 -0, det-09.dwg 1 (E) WALL DBL SIDED TAPE EXTEND LOWER WEATHER BARRIER 3" MIN ABOVE TOP OF SHEET MTL FLASHING INSECT SCREEN 1/4" VENT PATH SHEET MTL FLASHING W/ HEM EDGE & END DAMS, TYP. SET IN FULL BED OF SEALANT LOCATE VENTS WITHIN 2x8 CEDAR OR FIBER CEMENT TRIM. SEE ELEV EXTEND DUCTWORK AS REQ'D VENT HOOD 1/4" SEALANT JOINT W/ BACKER ROD ALL AROUND TAPE WRB ALL AROUND 1/8" SEALANT JOINT, TYP WALL CONSTRUCTION PER 1/A5.1 AIR BARRIER SURFACE NOTE: PROVIDE SIMILAR BLOCKING AT UTILITY BOXES. USE PRE -MANUFACTURED FLEXIBLE FLASHING WHERE POSSIBLE VENT BLOCK 5 3" = 1'-0" A3.1,A3.2,A3.3,A3.4,A3.5,A3.6,A3.7,A3.8, A5.3 det-28.dwg A3.9,A3.10,A3.11,A3.12,A3.13,A3.14,A3.15♦ (E) WALL WALL CONSTRUCTION PER 1/A5.1 DBL SIDED TAPE INSECT SCREEN 1/4" VENT PATH SHEET MTL FLASHING W/ FOLDED END DAMS SET IN FULL BED OF SEALANT CEMENT BOARD BLOCKING (OR CEDAR) AS REQ'D - SEAL ALL AROUND ADD ELECTRICAL EXTENSION BOX AS REQUIRED QUICK FLASH FLASHING PANEL. INSTALL PER MFRS INSTRUCTIONS PROVIDE OWNER APPROVED LIGHT FIXTURE WEATHER BARRIER - TAPE TO QUICKFLASH @ SIDES NOTE: SEE 5/A5.3 FOR NOTES IN COMMON BLOCKING @ LIGHT FIXTURE 6 3" = 1'-0" det-30 A3.1,A3.2,A3.3,A3.4,A3.5,A3.6,A3.7,A3.8, IA5.3 A3.9,A3.10,A3.11,A3.12,A3.13,A3.14,A3.1 (E) WALL WALL CONSTRUCTION PER 1/A5.1 INSECT SCREEN 1/4" VENT PATH SHEET MTL FLASHING W/ HEM EDGE, TYP. DAMS SET IN FULL BED OF SEALANT CEMENT BD BLOCKING (OR CEDAR) AS REQ'D - SEAL @ PIPE HOSE BIBB PIPE PENETRATION THRU WALL - VERIFY PIPE SIZE, EXTEND PIPING AS REQ'D QUICK FLASH FLASHING PANEL. INSTALL PER MFRS INSTRUCTIONS WRB - TAPE TO QUICKFLASH @ SIDES NOTES: 1. SEE 5/A5.3 FOR NOTES IN COMMON 2. EXTEND PLUMBING AS NECESSARY TO CLEAR BACKER PLATE AND SIDING DETAIL 8 NOT USED SIDING PER ELEVATION 26 GA DOWNSPOUT BRACKET. PROVIDE (2) WHERE RUN IS LESS THAN 8'-0". SPACE MAXIMUM 2'-0" FROM ENDS, TOP & BOT DOWNSPOUT HANGER SUPPORT 26 GA DOWNSPOUT BASE ANCHOR - PROVIDE @ BRACKET LOCATIONS SELF TAPPING SCREWS GALV METAL DOWNSPOUT 9 6" = 1'-0" det-10.dwg CONCRETE PAD, SEE 12/A5.3 MNFR A3.1,A3.2,A3.3,A3.4,A3.5,A3.6, A5.3 A3.7,A3.8,A3.9,A3.10,A3.1 t, A3.12,A3.13,A3.14,A3.15 3'-8" REQUIRED CLEAR AREA HEAT PUMP, SEE MECH 0 CV TYP BUILDING EXTERIOR WALL HEAT PUMP LAYOUTS 11 1/2" = 1'-0' det-41.dwg 2" O FENCE POST FRAME @ SIDES AND TOP PIN THRU FRAME W/ LOCK — @ 1 CORNER A1.1,AI.3,A1.5,A1.7,A1.9,A1.11 IA5.3 w E2 2 ---r VINYL COATED CHAIN LINK 1 1/2"0 PIPE SLEEVE @ EA CORNER, 8" EMBED #4 @ 12" OC EA WAY CO 4" STRUCTURAL FILL UNDISTURBED SOIL #4 CONT 4" 4-PNT TO MATCH (E) WALLS SPLIT SYSTEM INDOOR UNIT PIPING, PER MECH 4" MTL STUD, TOP AND BOTTOM - 5/8" TYPE 'X' GWB PATCH & PNT DAMAGED (E) WALL C WALL ASSEMBLY SEE 1/A5.1 TYP CONCEALMENT SOFFIT 3 =1 -0 det-43.dwg REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 8 2014 City of Tukwila BUILDING DIVISION 14 A5 31 A5.3 RECEIVED CITY OF TUKWILA MAR. 0 3 2014 PERMIT CENTER architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 8404 REISTERED MCHITEC T EOFFREY E. ANTARS'ON, STATE Of WASHIN+GTON > - W COCC !�® t0 H 41C = W C'3 2 ®- ®ct 0 a® o < (49 FCD a. Z. co 0�cn 5 _ <C 0 m ;T. >- cc c ~ O ▪ O z> •E -c D — mil- J 0 i� uni D F— W ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: DETAILS 1344 SHEET: A5.3 (Th A5.1 A5.3 BLOCKING @ HOSE BIBB 1 7� 3" = 1'-0 det-29 A3.1,A3.2,A3.3,A3.4,A3.5,A3.6,A3.7,A3.8, 1 A5.3 A3.9,A3.10,A3.11,A3.12,A3.13,A3.14,A3.1 EQUIPMENT PAD 1" 1 0 det-42.dwg SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1` IN LENGTH 0 m E 0 0 Plotted: Feb 24, 2014 — G:\2013 Jobs\13382 KCHA Riverton Apt Upgrades\Dwgs\13382s01.dwg GENERAL NOTES THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO. 37-02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED SUCH AS, WALL CONFIGURATIONS. INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. DESIGN CRITERIA VERTICAL LOADS AREA DESIGN DEAD LOAD LIVE LOAD (2) PARTITION LOAD CONCENTRATED LOADS ROOF 25 PSF (1) 300# RESIDENTAIL 40 PSF CORRIDORS (ABOVE 1ST FLR) 80 PSF 2,000# CORRIDORS (1ST FLR) STAIRS 100 PSF 100 PSF 2,000# 300# (1) SNOW DRIFT AND UNBALANCED SNOW LOAD PER ASCE 7-10, CHAPTER 7. (2) LIVE LOADS EXCEPT SNOW LOADS ARE REDUCED PER IBC SECTION 1607.10. SNOW: (MINIMUM ROOF SNOW LOAD = 25 PSF) Pg = 25 PSF = GROUND SNOW LOAD Pf = 0.7CeCtIsPg = FLAT ROOF SNOW LOAD Ps = CsPf = SLOPED ROOF SNOW LOAD Is= 1.0 Ce = 1.0, Ct = 1.0, Cs = VARIES LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY BRACED SHEAR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND/OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. WIND: THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 2 - SIMPLIFIED ENVELOPE PROCEDURE" PER ASCE 7-10. - EXPOSURE CATEGORY = B - BASIC WIND SPEED (3 SEC. GUST), VOLT = 115 MPH; VASD = 85 MPH - RISK CATAGORY PER TABLE 1.5-1 = III - TOPOGRAPHIC FACTOR Kzt = 1.5 - INTERNAL PRESSURE COEFFICIENT (ENCLOSED) ± 0.18 - COMPONENTS, SEE THE FOLLOWING TABLES: ROOF SURFACES EFFECTIVE WIND AREA POSITIVE PRESSURES (PSF) NEGATIVE PRESSURES (PSF) ZONE 2 1 2 3 1 2 3 10 SF 16.0 16.0 16.0 -21.8 -37.9 -56.0 20 SF 16.0 16.0 16.0 -21.2 -34.9 -52.4 50 SF 16.0 16.0 16.0 -20.4 -30.9 -47.6 100 SF 16.0 16.0 16.0 -19.8 -27.8 -44.0 SEISMIC: SECTION 3404.4 NEW DEMAND - CAPACITY RATIO FOR THE ADDITION OF THE OVERBUILD ROOFING DOES NOT EXCEED 10% OF THE ORIGINAL STRUCTURE. FOUNDATION DESIGN CRITERIA SOIL BEARING PRESSURE: 1500 PSF (ASSUMED)* CONCRETE CAST -IN -PLACE CONCRETE MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION SEQUENCING, STRUCTURAL DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS. CONCRETE MIX DESIGNS SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL BE ± 1-1/2 INCHES. AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE II PORTLAND CEMENT, UNLESS NOTED OTHERWISE. FLYASH: SHALL CONFORM TO ASTM C618 CLASS C OR F, MAXIMUM LOSS OF IGNITION SHALL BE 1.0%. SLAG: GROUND GRANULATED BLAST -FURNACE (GGBF) SLAG SHALL CONFORM TO ASTM C989 GRADE 100 OR 120. ALTERNATE MIX DESIGNS: VARIATIONS TO THE MIX DESIGN PROPORTIONS MAY BE ACCEPTED IF SUBSTANTIATED IN ACCORDANCE WITH ACI 318, CHAPTER 5. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE -APPROVED EQUAL. ALL MANUFACTURERS RECOMMENDATIONS SHALL BE FOLLOWED. WATER: SHALL BE CLEAN AND POTABLE. MAXIMUM CHLORIDE CONTENT: THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED 0.15% BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. CONCRETE EXPOSED TO WEATHER: PROVIDE 5.0% TOTAL AIR CONTENT FOR ALL CONCRETE EXPOSED TO WEATHER. TOTAL AIR CONTENT IS THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR TO BEING PLACED IN THE PUMP HOPPER OR BUCKET; IT IS NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OF THE PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.0% AND -1.5% WITH THE AVERAGE OF ALL TESTS NOT LESS THAN THE SPECIFIED AMOUNT. TOTAL CEMENTITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT THE CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, UNLESS NOTED OTHERWISE. ITEM DESIGN f'c (PSI) (AT 28 DAYS U.N.O.) MAX. W/C RATIO MIN. OR FLYASH SLAG (PCY) AGGREGATE GRADING ASTM AASHTO NOTES SLAB ON GRADE - EXPOSED TO WEATHER 4000 0.40 100 57 OR 67 FOUNDATIONS - UNO 3000 0.50 -- 57 OR 67 CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS, CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER -VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. FLOATING & FINISHING OPERATIONS: WATER SHALL NOT BE ADDED TO THE CONCRETE SURFACE DURING FLOATING & FINISHING OPERATIONS. PRE -APPROVED EVAPORATION RETARDER SPECIFICALLY DESIGNED FOR FLOATING & FINISHING OPERATIONS ARE ACCEPTABLE. FORMED SURFACES: FORMWORK CLASS OF SURFACE PER ACI 347 TABLE 3.1 ITEM CLASS OF FINISH ALL SURFACES EXPOSED TO PUBLIC VIEW, U.N.O. A ALL SURFACES RECEIVING A COURSE TEXTURED COATING SUCH AS PLASTER OR STUCCO, UNLESS NOTED OTHERWISE B ALL OTHER SURFACES, UNLESS NOTED OTHERWISE C COLD WEATHER PLACEMENT 1. COLD WEATHER IS DEFINED BY ACI 306 AS "A PERIOD WHEN FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40' F." 2. NO CONCRETE SHALL BE PLACED ON FROZEN OR PARTIALLY FROZEN GROUND. THAWING THE GROUND WITH HEATERS IS PERMISSIBLE. 3. CONCRETE MIX TEMPERATURES SHALL BE AS SHOWN BELOW. HEATING OF WATER AND/OR AGGREGATES MAY BE REQUIRED TO ATTAIN THESE TEMPERATURES. 4. THE CONCRETE MAY REQUIRE PROTECTION FOR 4-7 DAYS AFTER POURING. IF TEMPERATURES REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE SLIGHTLY BELOW FREEZING (30' F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY, KRAFT PAPER WITH COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS. 5. NO ADDITIVES CONTAINING CHLORIDES SHALL BE USED. USE "POZZUTEC 20+" BY MASTER BUILDERS OR "POLARSET" BY W.R. GRACE OR PRE -APPROVED EQUAL. CONDITION OF PLACEMENT AND CURING WALLS & SLABS FOOTINGS MIN. TEMP. FRESH CONCRETE AS ABOVE 30' F. 60 55 MIXED FOR WEATHER INDICATED. 0 TO 30' F. 65 60 DEGREES F. BELOW 0' F. 70 65 MIN. TEMP. FRESH CONCRETE AS PLACED AND MAINTAINED, DEGREES F. 55 50 MAX. ALLOWABLE GRADUAL DROP IN TEMP. THROUGHOUT FIRST 24 HOURS AFTER END OF PROTECTION, DEGREES F. 50 40 HOT OR WINDY WEATHER PLACEMENT HOT WEATHER IS DEFINED BY ACI 305 AS "ANY COMBINATION OF HIGH AIR TEMPERATURE, LOW RELATIVE HUMIDITY, AND WIND VELOCITY, TENDING TO IMPAIR THE QUALITY OF FRESH HARDENED CONCRETE.. ACI 305 FIGURE 2.1.5 SHALL BE USED BY THE CONTRACTOR TO ESTIMATE THE RATE OF EVAPORATION. WHEN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN 0.2 PSF/HOUR THE PLACEMENT SHALL BE CONSIDERED A HOT WEATHER PLACEMENT. PRECAUTIONS AGAINST PLASTIC SHRINKAGE CRACKING ARE NECESSARY. PRECAUTIONS TAKEN BY THE CONTRACTOR VARY DEPENDING UPON THE FACTORS ASSOCIATED WITH WATER EVAPORATION AND INCLUDE BUT ARE NOT LIMITED TO: 1. LIMITING CONCRETE TEMPERATURE TO 100'F AT TIME OF PLACEMENT. 2. APPLICATION OF AN EVAPORATION RETARDER. 3. USE OF FOG SPRAY. 4. REDUCTION OF POUR SIZE. 5. PLACING CONCRETE AT NIGHT. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 8 2014 City of Tukwila BUILDING DIVISION Structural Solutions g11 First Avenue, Suite 620 Seattle, Washington 98104 bates 1250 Pacific Avenue, Suite 701 lkcoma, Washington 98402 tit 253.383.2797 www.pcs-structural.com RECEIVED CITY OF TUKWILA MAR 0 3 2014 PERMIT CENTER architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ISSUE: PERMIT SUBMITTAL DATE: 02.24.14 SHEET TITLE: GENERAL NOTES 1344 SHEET: so.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH ■ s 0 m Plotted: Feb 24, 2014 11:20am G:\2013 Jobs\13382 KCHA Riverton Apt Upgrades\Dwgs\13382s02.dwg CONTROL AND CONSTRUCTION JOINTS CONSTRUCTION JOINTS SHALL MEET THE REQUIREMENTS OF ACI 301 SECTIONS 2.2.2.5 AND 5.3.2.6. SPECIAL BONDING METHODS PER SECTION 5.3.2.6 SHALL BE SATISFIED BY ITEM 4 BELOW UNLESS OTHERWISE DETAILED ON THE STRUCTURAL DRAWINGS. WHERE CONSTRUCTION JOINTS ARE NOT SHOWN ON PLAN OR ADDITIONAL CONSTRUCTION JOINTS ARE REQUIRED SUBMIT PROPOSED JOINTING FOR STRUCTURAL ENGINEERS APPROVAL. PROVIDE CONSTRUCTION JOINTS AS INDICATED BELOW UNLESS NOTED OTHERWISE ON THE PLANS: 1. SLABS ON GRADE. PROVIDE CONSTRUCTION AND/OR CONTROL JOINTS AT 16 FEET 0.C. MAXIMUM FOR UNEXPOSED SLABS ON GRADE AND 12 FEET 0.C. FOR EXPOSED SLABS ON GRADE. COORDINATE JOINTS WITH ARCHITECTURAL DRAWINGS. 2. BONDING AGENT. WHERE BONDING AGENT IS SPECIFICALLY CALLED OUT ON THE STRUCTURAL DRAWINGS USE "WELD CRETE" BY LARSON PRODUCTS CORPORATION OR PRE -APPROVED EQUAL. FOLLOW ALL MANUFACTURERS RECOMMENDATIONS. 3. ATTACHMENT OF NEW CONCRETE TO EXISTING: WHERE SHOWN, ROUGHEN CONCRETE TO A MINIMUM AMPLITUDE OF 1/4" USING IMPACT HAMMER. REMOVE ALL LOOSE OR DAMAGED CONCRETE, THOROUGHLY FLUSH ALL SURFACES WITH POTABLE WATER, AIR BLAST WITH OIL FREE COMPRESSED AIR TO REMOVE ALL WATER. EMBEDDED ITEMS 1. NO ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. 2. ALL EMBED PLATES SHALL BE SECURELY FASTENED IN PLACE. 3. ALL EMBEDDED STEEL ITEMS EXPOSED TO EARTH SHALL BE GALVANIZED. 4. ALL EMBEDDED STEEL ITEMS EXPOSED TO WEATHER SHALL BE PAINTED UNLESS NOTED AS GALVANIZED. SEE DRAWINGS AND SPECIFICATIONS FOR PAINT, PRIMER, AND GALVANIZING REQUIREMENTS. CONCRETE CURING AND SEALING CURING PROCEDURES SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE TO MAINTAIN CONCRETE IN A MOIST CONDITION. VERIFY CURING AND/OR SEALING PRODUCTS ARE COMPATIBLE WITH FLOOR COVERINGS SHOWN ON THE ARCHITECTURAL DRAWINGS. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. SLABS ARE DEFINED AS SLABS ON GRADE, CONCRETE ON METAL DECK, ELEVATED POST -TENSIONED OR MILD REINFORCED DECKS, AND TOPPING SLABS ITEM CONCRETE CURING NOTES SLABS EXPOSED TO EARTH OR WEATHER OR VEHICLE OR FORKLIFT TRAFFIC INCLUDING LOADING DOCKS 1, (3 OR 4 OR 5), 6 ALL OTHER SLABS 1, (3 OR 4 OR 5) FORMED SURFACES EXCLUDING FOUNDATIONS 2 SHOTCRETE WALLS 4 ALL OTHER CONCRETE NONE CONCRETE CURING NOTES: 1. WHEN THE ESTIMATED EVAPORATION RATE IS GREATER THAN 0.2 PSF/HOUR, PROVIDE A SPRAY APPLIED EVAPORATION RETARDER IMMEDIATELY AFTER CONCRETE PLACEMENT. THE EVAPORATION RATE MAY BE CALCULATED PER ACI 305 FIGURE 2.1.5. 2. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B SPECIFICATIONS, PER MANUFACTURERS RECOMMENDATIONS TO ALL FORMED SURFACES IMMEDIATELY AFTER FORM REMOVAL. NOT REQUIRED IF FORMWORK REMAINS IN PLACE FOR MORE THAN 7 DAYS. 3. PROVIDE PRE -APPROVED CONTINUOUS WET CURE METHOD FOR A MINIMUM OF 14 DAYS. 4. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 CLASS B SPECIFICATIONS OR ASTM C1315 TYPE 1 CLASS A SPECIFICATIONS, PER MANUFACTURERS RECOMMENDATIONS IMMEDIATELY AFTER FINAL FINISHING. CURING COMPOUND SHALL BE COMPATIBLE WITH ARCHITECTURAL FLOOR COVERINGS AND SEALERS. 5. PROVIDE 'ULTRACURE MAX' MOISTURE RETAINING COVER BY MCTECH GROUP, OR APPROVED EQUAL, FOR A MINIMUM OF 14 DAYS. 6. APPLY A SILANE SEALER WITH MINIMUM SOLIDS CONTENT OF 40% PER MANUFACTURERS RECOMMENDATIONS. GROUT NON -SHRINK GROUT: MASTER BUILDERS "MASTERFLOW 555" OR PRE -APPROVED EQUAL. GROUT SHALL CONFORM TO CRD-C621 AND ASTM C1107 WHEN TESTED AT A FLUID CONSISTENCY PER CRD- C611-85 FOR 30 MINUTES. GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION, AND CURING. EPDXY GROUT IN CONCRETE: HILTI HIT-HY 150 MAX -SD OR PRE -APPROVED EQUAL. TWO PART LOW SAG EPDXY. USE EQUIPMENT WHICH WILL ACCURATELY MIX AND DISPENSE THE COMPONENTS. HOLE SHALL BE HAMMER -DRILLED ONLY. HOLE SHALL BE DRY AND CLEANED WITH WIRE BRUSH AND PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR OR ROD SHALL BE ROTATED AS IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. CARPENTRY NAILS: CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS WITH THE FOLLOWING PROPERTIES: PENNYWEIGHT DIAMETER (INCHES) LENGTH (INCHES) TRACKER** COLOR CODED NAILS 8d 0.131 2-1/2 BLUE 10d 0.148 3 PURPLE 16d 0.162 3-1/2 ORANGE 20d 0.192 4 - FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS FASTENER TYPE DIAMETER (INCHES) LENGTH (INCHES) EQUIVALENT SPACING (INCHES) TRACKER** COLOR CODED NAILS 8d COMMON WIRE 0.131 2-1/2 6 4 3 BLUE 8d "DIPPED GALV. BOX" 0.131 2-1/2 6 4 3 - 8d "SHINY BOX" 0.113 2-1/2 4-1/2 3 2-1/2 YELLOW 12 GA. STAPLES 0.1055 1-7/8* 6 5-1/2 4 - 14 GA. STAPLES 0.080 1-1/2* 6 4 3 - 15 GA STAPLES 0.072 1-1/2* 5 3 2-1/2 - 10d COMMON WIRE 0.148 3 6 4 3 PURPLE 10d "HOT DIPPED GALV. BOX" 0.148 3 6 4 3 - 10d "SHINY BOX" 0.128 3 4-1/2 3 2-1/4 WHITE *BASED ON 15/32" PLYWOOD OR OSB **REFERENCE TO COLOR CODED NAILS PER TRACKERS SYSTEM OR PRE -APPROVED EQUAL WOOD SHEATHING (STRUCTURAL): SHEATHING ON ROOF SURFACES SHALL BE PLYWOOD ONLY. SHEATHING ON FLOOR AND WALLS SHALL BE PLYWOOD OR ORIENTED STRAND BOARD (OSB). PLYWOOD SHEATHING SHALL BE 5-PLY MINIMUM WHERE INDICATED AS 3/4" OR THICKER. WOOD SHEATHING SHALL BE "STRUCTURAL I" CONFORMING TO PS1-09 AND/OR PS2-10. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF FRAMING AT 32"O.C. (48/24); ROOF FRAMING AT 24"O.C. (32/16); WALLS (32/16); FLOORS (48/24) ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL EDGES UNLESS OTHERWISE NOTED. FRAMING LUMBER: STANDARDS. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC CERTIFIED GRADING RULES. SPECIES AND GRADE (BASE DESIGN VALUE) 1. 6x BEAMS AND HEADERS. "DOUG FIR -LARCH" NO. 1 (Fb=1350 PSI, Fv=170 PSI) 2. 2x TO 4x JOISTS, PURLINS AND HEADERS. "DOUG FIR -LARCH" NO. 2 (Fb=900 PSI, Fv=180 PSI) OR "HEM -FIR" NO. 1 (Fb=975 PSI, Fv=150 PSI) 3. 6x POSTS AND COLUMNS. "DOUG FIR -LARCH" NO. 1 (Fc=1000 PSI) 4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR -LARCH" NO. 2 (Fb= 900 PSI, Fc=1350 PSI) OR "HEM -FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI). 5. INTERIOR NON -BEARING STUD WALLS. "DOUG FIR -LARCH" NO. 2 (Fb=900 PSI. Fc=1350 PSI) OR "HEM -FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI) 6. 2x & 3x T&G DECKING: "DOUG FIR -LARCH" COMMERCIAL (Fb=1450 PSI, E=1700 KSI) 7. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING. "DOUG FIR -LARCH" NO. 2 (Fb= 900 PSI, Fc=1350 PSI), OR "HEM -FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI). 8. UTILITY & STANDARD GRADES NOT PERMITTED. GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.9.1 OR MORE, AS OTHERWISE SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 9% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3"x3"x0.229" PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.9.10, 2308.9.11, AND 2308.10.4.2 OR AS RESTRICTED BY PLANS OR DETAILS, OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. FRAMING CONNECTORS: SHALL HAVE ICC APPROVAL AND BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CA., OR PRE -APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD HOLES AS REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. LAG SCREWS: SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. LAG SCREWS SHALL BE OF A DIAMETER INDICATED ON DRAWINGS WITH A MINIMUM OF 8x DIA. EMBEDMENT IN SUPPORTING MEMBER UNLESS NOTED OTHERWISE. CLEARANCE HOLE FOR THE SHANK SHALL BE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE UNTHREADED PORTION OF THE SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE SCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE SCREW. LAG SCREW SHALL NOT BE DRIVEN WITH A HAMMER. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. METAL PLATE CONNECTED WOOD TRUSSES: SHALL BE MANUFACTURED BY AN APPROVED TRUSS MANUFACTURER IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS. TRUSS CALCULATION PACKAGE SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A <STRUCTURAL/PROFESSIONAL> ENGINEER LICENSED IN THE STATE OF WASHINGTON PER IBC SECTION 2303.4 TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS AND DETAILS. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLANS AND TRUSS DESIGN DRAWINGS. ALL ROOF TRUSSES ARE TO BE PRE-ENGINEERED. ROOF TRUSSES SHALL BE PROVIDED TO COMPLETE THE ROOF FRAMING FROM THE ROOF SHEATHING TO THE SUPPORTING MEMBERS BELOW. TRUSSES DESIGNATED ON PLANS ARE FOR TYPICAL UNIFORMLY LOADED CONDITIONS. TRUSS ENGINEER SHALL PROVIDE ADDITIONAL TRUSSES AS REQUIRED TO SUPPORT SPECIAL LOADING CONDITIONS INDICATED ON DRAWINGS. PROVIDE SHOP AND INSTALLATION DRAWINGS AND CALCULATIONS PRODUCED UNDER THE SUPERVISION OF AND BEARING THE STAMP OF A <STRUCTURAL/PROFESSIONAL> ENGINEER REGISTERED IN THE STATE OF WASHINGTON. DETAIL DRAWINGS TO INDICATE ALL INFORMATION AS REQUIRED IN IBC SECTION 2303.4.1. ALONG WITH THE FOLLOWING: * KEY PLAN SHOWING EACH TRUSS * INDIVIDUAL TRUSS DESIGNS * PERMANENT BRACING REQUIREMENTS INCLUDING PLACEMENT AND CONNECTIONS DETAILS * TRUSS DRAWINGS SHALL SPECIFY ALL TRUSS CONNECTIONS/HARDWARE TO MEET THE REQUIREMENTS OF THE PLAN. TRUSS DESIGN CALCULATIONS SHALL BE PROVIDED FOR STANDARD LOADING ALONG WITH DESIGN CHECKS FOR SPECIAL LOADING CONDITIONS WHICH INCLUDE FREE BODY DIAGRAMS, LOADING BREAK DOWN, DESCRIPTION OF LOADS (I.E. MECH UNIT, SUSPENDED WALL, ETC.) AND THE RATIONALE FOR LOADING DISTRIBUTION ON MULTIPLE MEMBERS. SUBMITTAL SHALL ALSO PROVIDE ANY DOCUMENTATION NECESSARY TO INTERPRET DATA INDICATED ON CALCULATIONS. REFER TO THE FRAMING CONNECTORS SECTION OF THESE GENERAL NOTES FOR REQUIREMENTS PLACED UPON CONNECTOR HARDWARE SPECIFIED BY TRUSS ENGINEER AND/OR PROVIDED BY TRUSS MANUFACTURER. PROVIDE CERTIFICATE OF CONFORMANCE FROM AN INDEPENDENT TESTING LABORATORY OR A LICENSED PROFESSIONAL ENGINEER CERTIFYING THAT THEY HAVE INSPECTED THE FINISHED TRUSSES AND THAT ALL TRUSSES ARE CONSTRUCTED IN CONFORMANCE WITH THE TRUSS DESIGN DRAWINGS. MISCELLANEOUS: PRE -APPROVED SUBSTITUTIONS SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. SHOP DRAWINGS/SUBMITTALS THE FOLLOWING SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. 1. CONCRETE MIX DESIGNS 2. REINFORCING STEEL SHOP DRAWINGS 3. VENEER ANCHORAGE SYSTEMS 4. WOOD TRUSSES 5. CONTRACTOR'S STATEMENT OF RESPONSIBILITY STRUCTURAL ENGR. BLDG. DEPT. X X X X X X X X X SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE/SPECIAL INSPECTION SECTION: REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 8 2014 City of Tukwila BUILDING DIVISION Structural Solutions 811 FhstAveaue, Soite 820 Sesttie, Waahinston 98104 tak 208292.5078 1250PacifteAvenuo,Suite 701 hcoma. Wuhington 98402 toot 258.8892797 www.pcs-structural.com RECEIVED CITY OF TUKWILA MAR, 0 3 2014 PERMIT CENTER architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax 0) W 0 Q Z cc W 2 a- cr orc Z 0 co 1 IX tX Liu 0 Et III Fr- > - cc 0 0 >- 1 z 0 0 (.1 ISSUE: PERMIT SUBMITTAL DATE: 02.24.14 SHEET TITLE: GENERAL NOTES 1344 SHEET: SO.2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH ■ C Plotted: Feb 24, 2014 - G:\2013 Jobs\13382 KCHA Riverton Apt Upgrades\Dwgs\13382s03.dwg STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND AS NOTED HEREIN. STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES CONCRETE REINFORCING STEEL AND PLACEMENT X SPECIAL INSPECTIONS NOT REQUIRED ACI 318:3.5,7.1-7.7 FOR THE FOLLOWING CONDITIONS: IBC 1910.4 ANCHORS CAST IN CONCRETE —PRIOR TO AND NON—STRUCTURAL SLAB ON GRADE ACI 318: 8.1.3, 21.2.8 DURING PLACEMENT OF CONCRETE IBC 1908.5, 1909.1, X CONCRETE FOUNDATION WALLS WITH 1705.2.1, AISC 360 f'c s 2500 PSI SECTION N7 ANCHORS POST —INSTALLED IN HARDENED X ACI 318: 3.8.6, 8.1.3, 21.2.8 CONCRETE ISOLATED SPREAD FOOTINGS FOR IBC 1909.1 BUILDINGS THREE— STORIES AND VERIFY USE OF REQUIRED DESIGN MIX X LESS ABOVE GRADE PLANE ACI 318, CH4,5.2-5.4 IBC 1904.2, 1910.2, 1910.3 SAMPLING OF FRESH CONCRETE, SLUMP TEST, CONTINUOUS FOOTINGS SUPPORTING ASTM C172, C31 AIR CONTENT, TEMPERATURE OF CONCRETE AT X WALLS OF THREE —STORIES AND ACI 318:5.6, 5.8 TIME OF MAKING SPECIMENS LESS ABOVE GRADE PLANE WHERE WALLS ARE LIGHT —FRAME IBC 1910.10 MAINTENANCE OF SPECIFIED CURING ACI 318:5.11-5.13 CONSTRUCTION AND STRUCTURAL TEMPERATURE AND TECHNIQUES X DESIGN IS BASED ON F'c s 2500 PSI IBC 1910.9 MATERIAL VERIFICATION OF REINFORCEMENT X MANUFACTURER SHALL PROVIDE IBC 1705.12.1 STEEL FOR ASTM A615 REINFORCING MILL TEST REPORTS WOOD FRAMING SHEAR WALL NAILING X SPECIAL INSPECTION NOT REQUIRED IBC 1705.10.1, 1705.11.2 FOR FASTENER SPACING > 4" O.C. DIAPHRAGM NAILING X SPECIAL INSPECTION NOT REQUIRED IBC 1705.10.1, 1705.11.2 FOR FASTENER SPACING > 4" O.C. NAILING, BOLTING, AND ANCHORAGE OF IBC 1705.10.1, 1705.11.2 COMPONENTS THAT ARE PART OF DRAG STRUTS, BRACES AND HOLD—DOWNS THAT ARE PART OF X THE SEISMIC RESISTING SYSTEM PREFABRICATED WOOD STRUCTURAL ELEMENTS X SHOP INSPECTION FOR TRUSSES IBC 1704.2.5. TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.5. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: • PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. • REVIEW OF TESTING AND INSPECTION REPORTS. • REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 8 2014 City of Tul+ila BUILDING DIVISION ABBREVIATION LIST AT HGR HANGER A.B. ANCHOR BOLT HORIZ. HORIZONTAL ADD'L ADDITIONAL H55 HOLLOW STRUCTURAL SECTION A.F.F. ABOVE FINISH FLOOR HT HEIGHT ALT. ALTERNATE INT. INTERIOR ARCH. ARCHITECTURAL J5T JOIST BLD'G BUILDING JT JOINT BLK'G BLOCKING L ANGLE BM BEAM L.L. LIVE LOAD B.O.F. LLH LONG LEG HORIZONTAL BOTTOM OF FOOTING B.O.T. LLV LONG LEG VERTICAL BOTTOM ERG BEARING LOG. LOCATION BTWN BETWEEN L5L LAMINATED STRAND LUMBER B.U. BUILT UP LVL LAMINATED VENEER LUMBER (G =) CAMBER MAX. MAXIMUM GANT. CANTILEVER M.B. MACHINE BOLT G.F.S. GOLD -FORMED STEEL MECH. MECHANICAL G.J. MEZZ. MEZZANINE CONTROL/CONSTRUCTION JOINT Ck CENTERLINE MFR MANUFACTURER GLR. CLEARANCE MIN. MINIMUM GMU CONCRETE MASONRY UNIT MISC. MISCELLANEOUS COL. COLUMN MTL METAL GONG. CONCRETE N.F. NEAR FACE GONN. CONNECTION N.5. NEAR SIDE GONST. NT5 NOT TO SCALE CONSTRUCTION CONT. GONTINUOUS O.G. ON CENTER CONTR. CONTRACTOR OPN'G OPENING GOORD. COORDINATE OPP. OPPOSITE G.P. COMPLETE PENETRATION P.A.F. POWDER ACTUATED FASTENER GTR'D CENTERED PERP. PERPENDICULAR G.Y. CUBIC YARD R. PLATE DBL. DOUBLE P.P. PARTIAL PENETRATION D.F. DOUGLAS FIR P.P.T. PRESERVATIVE PRESSURE TREATED DIA. OR 4' DIAMETER P.S.F. POUNDS PER SQUARE FOOT D I AG. DIAGONAL P5L PARALLAM DIM. DIMENSION P.T. POST TENSION D.L. DEAD LOAD PW. PLYWOOD DWG DRAWING REINF. REINFORCING OWL DOWEL REQ'D REQUIRED (E) EXISTING SGHED. SCHEDULE EA. EACH S.G.L. STRUCTURAL COMPOSITE LUMBER E.F. EACH FACE 5HT'G SHEATHING EL. ELEVATION SIM. SIMILAR ELEV. ELEVATOR 5.O.G. SLAB ON GRADE ENGR. ENGINEER 50. SQUARE EO. EQUAL STANDARD STD E.W. EACH WAY STIFF. STIFFENER EXP. EXPANSION 5TL STEEL EXT. EXTERIOR STRUGT. STRUCTURAL FDN FOUNDATION T$ B TOP $ BOTTOM F.F. FAR FACE T$ G TONGUE AND GROOVE FLR FLOOR THR'D THREADED F.O.M. FACE OF MASONRY T.O.F. TOP OF FOOTING F.O.S. FACE OF STUD T.0.5. TOP OF STEEL FRM'G FRAMING TRT'D TREATED F.R.T. FIRE RETARDANT TREATED TYP. TYPICAL F.5. FAR SIDE U.N.O. UNLESS NOTED OTHERWISE FTG FOOTING U.T. ULTRASONIC TESTED GA. GAGE/GAUGE VERT. VERTICAL GALV. GALVANIZED W/ WITH GL. GLULAM W.P. WORK POINT GR. GRADE WT WEIGHT GWB GYPSUM WALL BOARD W.W.R. WELDED WIRE REINFORCING NPR HEADER Structural Solutions su First Aram, Suite 620 Seattle, Washington 98104 bah 206[2925076 1250 Pacific Avenue, Suite 701 Tacoma, Washington 96402 tok 253.3992797 www.pcs-structural.com RECEIVED CITY OF TUKWILA MAR 0 3 2014 PERMIT CENTER architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ISSUE: PERMIT SUBMITTAL DATE: 02.24.14 SHEET TITLE: GENERAL NOTES SHEET: SO.3 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH l ■ 0) v 0 m E Plotted: Feb 24, 2014 — G:\2013 Jobs\13382 KCHA Riverton Apt Upgrades\Dwgs\13382s22.dwg al BM'S 2x8 LEDGE 1/2" PIA!. 5HT'G IN/ Sd @ 6" D.G. @ PANEL EDGES/SUPPORTS ID"xlO" GONG PLINTH - SEE 4x4 POST 4x6 BM TYP. (E) WALL ABOVE 4x8 BM 4x6 RIDGE 4x4 POST I I J N I'-8" /_/ ti F.D.S. F.D.S. -j _ /.. \ / 1'-8" 2x4 J5T PLAN DETAIL I/2"= I'-D" (E) 2x FRM'G 2x BLK'G AT STRAP IN/ A34 EA. SIDE 4 EA. END REMOVE 4 REPLAGE (E) SHT'G A5 REO'D TO INSTALL BLK'G - NOTIFY ENGINEER IF (E) PW. SHT'G 15 NOT ENCOUNTERED TYPICAL GABLE (E) PW. SHT'G 5TI2 ® 48" O.G. I NI/ 2x4 FLAT BLK'G PW. DEGKING 11 2x FRM'G 2x8 GONT LEDGE A r(5)I6d (E) STUD Y ROOF LEDGER SE GALE 2x4 RAFTERS @ 24" D.G. IN/ (4) Ibd ---- 2x4 POST UP @ EA. RAFTER (4) I6d REMOVE (E) RAFTER TAILS AS SHOWN ON PLAN 21_/" FIELD VERIFY 1/2" SHT'G --\ u SECTION 3/4"=1'-D" (E) 2x4 STUD WALL 4x4 POST m tr 54"J SEE ARCH. FOR -�� 11_2 4" ID"xID" GONG. TH - SEE VW UNIT DIMENSIONS 4x6 BM REMOVE 4 REPLAGE (E) SHT'G AS REQ'D TO INSTALL BLK'G - NOTIFY ENGINEER IF (E) PW. 5HT'G 15 NOT ENCOUNTERED (E) FRM'G (2) ADD'L 2x4 @ TOP CHORD WHERE NOTED ON PLAN (2) SIMPSON A34 RIDGE - TYP. 2x1DFLAT�® VALLEY TO SUPPORT RIDGE/RAFTERS SIMPSON LGB44 - STRAPS. TO FAGE OF BLD'G (2) #2 TIES u_ 4x4 POST 1%2"GLR.-TYP. 1 / I016"xI01/2" GONG. PLINTH (E) 5.O.G. II► cU (4) 5/8"44 THR'D RODS - DRILL 4 EPDXY EMBED 3" MIN. CTION "=1 1_D 11 (3) I/4"(1)x6" SCREW INTO (E) STUD . T BM LOCATIONS - 1 ALL INTO A MIN. OF (2) TUDS NEAREST TO BM - PRE -DRILL HOLES VARIES 4x BM HUG46 TYP. LEDGER (E) PW. SHT'G TYPICAL BEAM TO WALL GONNEGTION SECTION NO SGALE (E) TRUSS 2x4 GROSS BLOCK 24" D.G. IN (3) Ibd FIELD VERIFY (E) (2) 2x8 HEADER @ DOOR 4 TRU55 BRG LOGATION EXTERIOR WALL BEYOND 1'_D" i NOT USED 2x BLK'G IN/ 8d © 6" D.G. A34 11'2" MAX. (3) 2x6 TIGHT TO TOP GHORD PANEL PT (2) 2x8 IN/ I bd @ 4" D.G. STAGGERED GORE 2"4' HO VERIFY • BLE 5UB • DE PW. SHT'G H2.5 - TYP. AT EAVE 4 RIDGE BEAMS 4x BM TYPICAL ENTRY EAVE SECTION NO SGALE 2x FRM'G PIN. SHT'G BG4 TYP. . , H2.5 TYP. 4x4 PO EP x4 AT TOP 4 G44 AT BASE 44 TYP. 4x4 P.T. POST IN/ BASE GONN. PER TYPICAL ENTRY ROOF WITH RIDGE ELEVATION .141%011%, + + . + PER ARCH. I" MIN. 52.2 NO SGALE NOTE: PROVIDE BRAGKET SUPPORTS 24" MAX. FROM ENDS AND 8'-0" MAX. D.G. 2x4 ® 10" D.G. (2) 2x8 - I1_SII ti 4x8 SIMPSON HUG 48 - INSTALL IN/ #8x3" SCREWS 4x4 BRAGE IN/ I/4"4'x8" LAG SGREWS - PRE -DRILL HOLES COUNTER SINK I" MAX. - 4x4 - SLOPE TOP TRELLIS FRAMING SECTION II=11_DII X NOTE: VERIFY (E) TRUSS LOG. r11 — --I I I I II 1 I___11 _ I 2x4 24" D.G. RETAIN (E) TRUSS OUT TO EXT. WALL i @ GENTER GANDPY _ 2x6 RIDGE BM sx/ (ThPARTIAL PLAN AT MANAGEMENT OFFICE ENTRY CANOPY ON DOOR/REGE55 I/4"4'x6" LAG SCREW - PRE -DRILL HOLES (E) RIM BOARD - VERIFY (E) 2x8 FLRI J5T'S R/R (E) 1/2" SHT'G TO VERIFY FRM'G LOG. TYP. 2x • T BLK'G (E) 2x4 STUD LL (2) 2x8 @ BOT. CHORD 4 TRU55 GLOSET TO �. DOOR/REGE55 ADM_ (2) 2x4 @ TOP GHORDW/I6d@6" O.G. - EXTEND 8'-0" IN PAST BR& POINT DOOR HDR - VERIFY (E) TRUSSES @ 24" O.G. Structural Solutions su Pint Ammo, Saito 620 Seattle, Washington 98104 tot 206.292.5076 1250Pacific Menus, Suits 701 Tacoma, Wuhinjton 98402 tot 253.983.2797 www.pcs-structural.com REVIEWED FOR CODE COMPLIANCE APPROVED APR 08 2014 CBUILDING kwila DIVISION RECEIVED CITY OF TUKWILA MAR 0 3 2014 PERMIT CENTER 1/211=11_0" architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax ISSUE: PERMIT SUBMITTAL DATE: 02.24.14 SHEET TITLE: FRAMING . DETAILS 1344 SHEET: S2.2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH ■ ■ OUTDOOR UNIT SPLIT SYSTEM SCHEDULE UNIT NO MFR. MODEL SEER O COOLINGOi HEATING Q2 04 WEIGHT (LBS) ELECTRICAL STARTER FURN. BY DISCONNECT FURN. BY REMARKS MCA MOP VOLTS 0 TOTAL MBH SENS. ©80'F MBH coP OCU-1 MITSUBISHI PUMY-P48NHMU 15.5 48 35 54 3.56 150 12 20 208 1 MFR EC 0 0 NOTES FOR OUTDOOR UNIT SPLIT SYSTEM SCHEDULE: Q COOLING CAPACITY MBH 95'F. O.D.D.B. Sc 75'F. W.B., SO'F. D.B. AT 25 FEET OF PIPING LENGTH. 0 INDOOR HEATING CAPACITY MBH 47'F. D.B., 43'F W.B., 70'F. INDOOR AT 25 FEET OF PIPING LENGTH. 0 MC TO PROVIDE ADDITIONAL REFRIGERANT FOR INSTALLED LINE LENGTHS PER OEM DIRECTION AND GUIDELINES. 0 AHRI TEST PROCEDURE COMPLIANT. 0 OUTDOOR UNIT SIZED PER C403.2.1 OF 2012 WSEC. EC A !CAL L GEND KVAC SYMBOL DESCRIPTION SYMBOL DESCRIPTION X SUPPLY DUCT UP RECTANGULAR DUCT SQUARE ELBOW UP I 4- t 1 X SUPPLY DUCT DOWN RECTANGULAR DUCT, RADIUS ELBOW UP I 4- RETURN, RELIEF, TRANSFER, OSA DUCT UP RECTANGULAR DUCT, SQUARE ELBOW DOWN I i 11- i RETURN, RELIEF, TRANSFER, OSA DUCT DOWN RECTANGULAR DUCT, RADIUS ELBOW DOWN ( i I 4. X EXHAUST DUCT UP ROUND DUCT ELBOW UP 01 4L 1 4 EXHAUST DUCT DOWN ROUND DUCT ELBOW DOWN X/X SQUARE DUCT TO THERMOSTAT (T'STAT) X0 ROUND DUCT (ram WIRELESS RF TRANSMISSION PURE'S SYMBOL DESCRIPTION SYMBOL DESCRIPTION 2— R REFRIGERANT PIPING (SUCTION/LIQUID) 2 2 BRANCH PIPE DOWN —2 ICI CONDENSATE PIPING (SCH. 40 PVC) BRANCH PIPE UP 2--COND-2 2—I.01 2 PIPE DOWN 2--45I TEE & UP C-I-2 2 PIPE UP 2 2 TEE 01 2 ITT BRANCH -TOP CONNECTION 2 ELBOWS, 90' & 45' 2-1:61--2 2 2 BRANCH -BOTTOM CONNECTION CAP I,- I E-2 BRANCH -SIDE CONNECTION iv 2 CROSSING LINES, NON CONNECTING 2 z I1 2 OR VALVE IN RISER / DROP 2 PIPE CONTINUATION 2 PIPE GUIDE MC MECHANICAL CONTRACTOR ;:;:;:; FLEXIBLE CONNECTION (PIPE) EC ELECTRICAL CONTRACTOR POC POINT OF CONNECTION GC GENERAL CONTRACTOR BFF BELOW FINISHED FLOOR AFF ABOVE FINISHED FLOOR VTR VENT THROUGH ROOF OWA OPERABLE WINDOW AREA INDOOR UNIT SPLIT SYSTEM SCHEDULE UNIT NO MFR. MODEL LOCATION AREA SERVED CFM COOLING 2 HEATING 3 WEIGHT (Ibs) ELECTRICAL INTERLOCKED WITH STARTER FURN. BY DISCONNECT FURN. BY REMARKS MCA VOLTS 0 TOTAL MBH SENS. ©80'F MBH ICU-1 MITSUBISHI PKFY-P12NHMU WALL LUNCH ROOM 370 12.0 8.8 13.5 25 0.38 208 1 OCU-1 MFR EC OO OO OO OO ICU-2 MITSUBISHI PKFY-P15NHMU WALL MANAGEMENTO 370 15.0 10.5 17.0 25 0.38 208 1 OCU-1 MFR EC COO® ICU-3 MITSUBISHI PKFY-P08NHMU WALL OFFICE 370 8.0 6.8 9.0 25 0.38 208 1 OCU-1 MFR EC OOOO ICU-4 MITSUBISHI PKFY-P15NHMU WALL LOBBY 370 15.0 10.5 17.0 25 0.38 208 1 OCU-1 MFR EC 000® NOTES FOR SPLIT SYSTEM INDOOR UNIT SCHEDULE: 0 EC TO PROVIDE POWER/SIGNAL CABLE BETWEEN INDOOR UNIT AND ASSOCIATED OUTDOOR UNIT PER MANUFACTURER'S RECOMMENDATIONS. 0 COOLING CAPACITY MBH 95'F. O.D.D.B. & 75'F. W.B., 80'F. D.B. AT 25 FEET OF PIPING LENGTH. 0 INDOOR HEATING CAPACITY MBH 47'F. D.B., 43'F W.B., 70'F. INDOOR AT 25 FEET OF PIPING LENGTH. Q4 PROVIDE OEM SI3100-230 CONDENSATE PUMP. WIRE PUMP TO ONBOARD CIRCUIT PER MANUFACTURER'S RECOMMENDATIONS. Q5 PROVIDE WITH 7-DAY PROGRAMMABLE PAR-31MAA WALL MOUNTED THERMOSTAT W/ MHK1 WIRELESS CONTROLLER KIT. 5 DEGREE MINI DEADBAND BETWEEN HEATING AND COOLING SETPOINTS. @ PROVIDE OWNER WITH EXTRA REPLACEMENT FILTER FOR EACH INDOOR UNIT. RECEIVED CITY OF TUKWILA MAR 0 3 2014 PERMIT CENTER SEPARATE AND PERMIT REQUIRED w ct w a_ architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP CO CC W Ci)®0 QZ CC F- W 444 .4 .J 0 Z Om cr cc I WOz cr cc W 0 >0 W I— 00 W CO V) Z _ 0 I— E— � Co z D ., J O 1— ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: MECHANICAL LEGEND & SCHEDULES 1344 SHEET: 101 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH r r IMC 402.1 NATURAL VENTILATION ANALYSIS TOTAL CONDITIONED AREA: 776 SQ.FT TOTAL OPERABLE WINDOW AREA REQUIRED(OWA): 4%(776)=31.04 SQ.FT MIN TOTAL OPERABLE WINDOW AREA (OWA): 36 SQ.FT ®'»14x 12" WPL W/ -, OACKDRAFT DAMPER i 1 1 1 i LUNCH ROOM (170 SQ.FT) LOBBY (216 SQ.FT) OWA=6 SQ.FTJ BUILDING G: MECHANICAL HVAC PLAN 1/4" = 1'-0" MANAGEMENT OFFICE (267 SQ.FT) OFFICE (121 SOFT) 1 ' 1 M-201 \-0WA=6 SQ.FT GENERAL NOTES 1. ALL MECHANICAL WORK SHALL MEET THE REQUIREMENTS OF THE LATEST APPROVED EDITION OF THE IMC, IBC, UPC, WSEC, AND LOCAL AHJ. 2. REFRIGERANT LINE REPRESENTS BOTH LIQUID AND GAS PIPING. SIZING PER SYSTEM DIAGRAM ON SHEET M-301. 3. PIPING SHOWN OFFSET FOR CLARITY. 4. MC SHALL MAINTAIN MANUFACTURER'S MINIMUM BEND RADIUS ON INSULATED COPPER LINE SETS. 5. LIGHTLY SHADED AREAS SURROUNDING MECHANICAL EQUIPMENT REPRESENTS MANUFACTURER'S OPERATION AND MAINTENANCE MINIMUM CLEARANCE REQUIREMENTS. 6. SLOPE CONDENSATE PIPING Yg" PER LINEAL FOOT MINIMUM FOR HORIZONTAL RUNS. CONSTRUCTION NOTES O REFER TO OUTDOOR CONDENSING UNIT MOUNTING DETAIL ON SHEET M401 FOR INSTALLATION GUIDELINES. REFER TO ARCHITECTURAL SHEETS FOR SLAB LOCATION, SLAB MATERIAL, GRADE LEVELING, AND LANDSCAPE REQUIREMENTS. 20 MOUNT INDOOR UNITS ON WALL LEVELED, ANCHORED TO STUDS, AND 2" MIN. BELOW FINISHED CEILING. MAINTAIN MANUFACTURER'S INSTALLATION GUIDELINES AND CLEARANCE REQUIREMENTS. 03 TERMINATE 3/4" CONDENSATE RISER 4" ABOVE GRADE WITH DOWN -TURNED ELBOW WITH SPLASH BLOCK. SEAL PENETRATION PER SPECIFICATIONS. 0 SOFFIT DIAGRAMMATIC, SEE ARCHITECTURAL SHEETS FOR DIMENSIONS, CONSTRUCTION, AND SPECIFIC REQUIREMENTS. 0 GMY-YC6-G-E 4-BRANCH HEADER. PROVIDE ISOLATION VALVES FOR EACH INDOOR UNIT. QQ PIPING SHOWN HORIZONTAL FOR CLARITY. STACK PIPING AND ROUTE AS HIGH AS POSSIBLE. 07 ROUTE CONDENSATE PIPING ABOVE AND AROUND WINDOW. 0 REMOVE EXISTING THRU WALL PTAC UNIT AND TURN OVER TO OWNER. REFER TO ARCHITECTURAL FOR ENVELOPE AND WALL REPAIR. 09 MOUNT LOUVER AS HIGH AS POSSIBLE WITHIN STUD BAY. REFER TO ARCHITECTURAL FOR SPECIFIC FLASHING AND SEALING REQUIREMENTS. 10 INSTALL EXHAUST FAN THRU EXISTING PENETRATION PER MANUFACTURER'S RECOMMENDATIONS, ENLARGE OPENING DIAMETER AS REQUIRED. REFER TO ARCHITECTURAL FOR SPECIFIC FLASHING AND SEALING REQUIREMENTS. 11 INSTALL EXHAUST FAN 2" BELOW FINISHED CEILING PER PER MANUFACTURER'S RECOMMENDATIONS. REFER TO ARCHITECTURAL FOR SPECIFIC FLASHING AND SEALING REQUIREMENTS. 12 VACUUM AND CLEAN EXISTING DRYER DUCTS. PROVIDE NEW WALL CAPS, DEFLECT-0 #: DAVHCA SERIES OR APPROVED EQUAL. REFER TO ARCHITECTURAL FOR SPECIFIC FLASHING AND SEALING REQUIREMENTS. RECEIVED CITY OF TUKWILA MAR 0 3 2014 PERMIT CENTER SEPARATE,D PERMIT APPROVAL REQUIRED w co architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP >- " CO CO CIOWL� c� I— ,°4 = C'3ct. 9 �-- a. z z <C ® _ J O U) < 0 Ca ac�'tn� w0z —1 cc 0 CC0Of w X0 H z ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: MECHANICAL HVAC PLAN 1344 SHEET: -201 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH e s EXTERIOR OF BUILDING STOP PROVIDED WITH FRAME WEATHER LOUVER— RUSKIN M/N ELF 15S 18"x36"x 11/2" CHANNEL FRAM PRIME COAT 3" BACKDRAFT DAMPER RUSKIN M/N NMS2 EXTERIOR OF BUILDING A 1/4 55/81 INTERIOR OF BUILDING WALL REGISTER — PRICE M/N ATGH 18"x36"x 11/8 FINISH PC15—PRIME CHANNEL FRAME AIR FLOW INTERIOR OF BUILDING MAKE UP LOUVER NOT TO SCALE co LO 1-5/8" 16GA. UNISTRUT CHANNEL. BOLT TO WALL STRUCTURE. POWER/COMM WIRE LIQUID LINE INSULATION PER SPECIFICATIONS SECURE REFRIGERANT PIPING TO SUPPORTS WITH POWER —STRUT CUSHION CLAMP OR EQUAL, (TYPICAL) REFRIGERANT PIPE SUPPORT SECTION EXTERIOR WALL SEALANT PER SPECS BACKER RODS DIAGRAMMATIC SCH.40 PVC SLEEVES PIPE OR CONDUIT EXPANSION FOAM, TRIM EXCESS PIPE INSULATION TO BE CONTINUOUS THROUGH PENETRATION REFRIGERANT PIPE THROUGH EXTERIOR WALL PENETRATION DETAIL NOT TO SCALE LIQUID LINE PROVIDE NEOPRENE GASKET FOR VIBRATION MITIGATION (TYP.4) CONCRETE PAD PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FINISHED GRADE -III—III III I I1,,,1 1, „I I I,,,I INSTALL OUTDOOR LEVEL, SHIM AS REQUIRED. MAINTAIN 3" MINIMUM ABOVE FINISHED GRADE PROVIDE 4" MINIMUM GRAVEL BASE ,;,111,,,111- ANCHOR BOLTS SIZE AND TYPE PER MANUFACTURER. INSTALLATION BY MC OUTDOOR CONDENSING UNIT MOUNTING DETAIL DIAGRAMMATIC FINISH TAPE PRE —INSULATED LINE SET Go 2" 0 PRE —INSULATED LINE SET W/COND REFRIGERANT PIPING BUNDLE CONFIGURATIONS DIAGRAMMATIC VAPOR LINE 1 5/8" 16GA. UNISTRUT CHANNEL. BOLT TO WALL cDOCIP. STRUCTURE. • tie' SECURE REFRIGERANT PIPING TO SUPPORTS WITH POWER —STRUT CUSHION CLAMP OR EQUAL, (TYPICAL) INSULATION PER SPECIFICATIONS. REFRIGERANT PIPE SUPPORT DETAIL DIAGRAMMATIC FINISH TAPE "0 R"0 RECEIVED CITY OF TUKWILA MAR, 0 3 2014 PERMIT CENTER SEPARIIE Pecoo App`RvAL FeQuIRED w (/) architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax W10411( IMMMI Uri LE � 00 etc ix co Z immC29 = o 1— E- 4tC Cfs9 ``) z EL Z. coz ZnI 0 al E < ,..,D �C triQ J (s) S X girl Lu 0 d- - Lu ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: NECHANCAL DETALS 1344 SHEET: -301 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH ELECTNIC:A,L LEGEN' SYMBOL DESCRIPTION RECEPTACLES Vy apt DUPLEX RECEPTACLE DUPLEX RECEPTACLE (G INDICATES GROUND FAULT CIRCUIT INTERRUPTER) NIISCELLAMEOUS 0 W CONSTRUCTION NOTES W INDICATES WEATHERPROOF FOR ALL DEVICES, PROVIDE LOCKING ALL DEVICES WITH LIGHT LINE WEIGHT INDICATES EXISTING TO ALL DEVICES WITH DASH LINE INDICATES EXISTING TO BE REMOVED MECHANICAL EQUIPMENT CONNECTION BE COVER ON RECEPTACLES. RETAINED � '__., 8 $ E=-0 8 AH1 EQUIPNEHT AHD NAIROHO ,e--_ RACEWAY CONCEALED IN WALL OR CEILING METER EXISTING PANELBOARD TO BE RETAINED gi 1 1 SWYDICKIES DUAL RELAY OCCUPANCY SWITCH IT OS CONSTRUCTION NOTES O COORDINATE FUSED DISCONNECT REQUIREMENTS WITH MANUFACTURER'S RECOMMENDATION. PROVIDE EQUIPMENT GROUNDING CONDUCTOR. Q SPLICE AND EXTEND FROM EXISTING EXHAUST FAN CIRCUIT. Q USE EXISTING EXHAUST FAN CONTROLS. GENERAL NOTES FOR ALL ELECTRICAL SHEETS 1. SINCE BUILDING IS CURRENTLY OCCUPIED AND WILL REMAIN OCCUPIED THROUGHOUT THE PROJECT, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN OPERATION OF TEMPORARY CODE REQUIRED SYSTEMS TO SUPPORT BUILDING OCCUPANCY AND FOR THE SAFETY OF THE BUILDING TENANTS. AS A MINIMUM, THE TEMPORARY SYSTEMS TO BE PROVIDED BY THE CONTRACTOR FOR ALL COMMON CORRIDORS AND EGRESS/EXIT PATHWAYS ARE: NORMAL LIGHTING, EMERGENCY EXIT/EGRESS LIGHTING, AUTOMATIC SMOKE DETECTION AND FIRE ALARM NOTIFICATION APPLIANCES. MAINTAIN CONTINUITY AND OPERATION OF ALL EXISTING BUILDING TENANT POWER, TELEPHONE, CAN AND DOOR ENTRY INTERCOM SYSTEMS. 2. REFER TO DIVISION ONE OF THE PROJECT DOCUMENTS FOR FURTHER REQUIREMENTS FOR THE ADVANCE NOTIFICATION TO THE BUILDING TENANTS BEFORE ANY SYSTEM SHUTDOWN. ALL SHUTDOWN AND CHANGE —OVER TIME SHALL BE KEPT TO A MINIMUM. ALL BUILDING SYSTEM SHUT DOWNS SHALL BE DISCUSSED AND COORDINATED BETWEEN THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS. THE CONTRACTOR SHALL SUBMIT A OUTAGE PROPOSAL TO KCHA FOR APPROVAL. NO BUILDING SYSTEM SHUTDOWNS WILL BE ALLOWED WITHOUT BEING SCHEDULED AND APPROVED BY KCHA. 3. ALL CIRCUIT EXTENSIONS AND NEW RACEWAYS SHALL BE CONCEALED. NOTIFY KCHA PROJECT MANAGER FOR APPROVAL, PRIOR TO INSTALLATION OF ANY SURFACE MOUNTED RACEWAY WHERE CONCEALMENT IS NOT POSSIBLE. ROUTE ALL SURFACE METAL RACEWAY AS INCONSPICUOUSLY AS POSSIBLE AND PAINT TO MATCH ADJACENT SURFACE. INDOOR VRF SYSTEM SCHEDULE UNIT NO ELECTRICAL CIRCUIT CONDUIT/WIRE SIZE FUSED DISC. REMARKS MCA VOLTS 0 PANEL BKR ICU-1G 0.34 240 1 s C 22,24 (1)1/2"C. W/(3)#12 CU. ICU-2G 0.34 240 1 C 22,24 (1)1/2"C. W/(3)#12 CU. ICU-3G 0.19 240 1 C 22,24 (1)1/2"C. W/(3)#12 CU. ICU-4G 0.34 240 1 C 22,24 (1)1/2"C. W/(3)#12 CU. OUTDOOR VRF SYSTEM SCHEDULE UNIT NO ELECTRICAL CIRCUIT CONDUIT/WIRE SIZE FUSED DISC. REMARKS PANEL BKR RLA MCA VOLTS 0 OCU-2 21.7 26 240 1 C 10,12 (1)3/4"C. W/(3)#10 CU. EC Q EXHAUST FAN SCHEDULE UNIT NO ELECTRICAL CIRCUIT CONDUIT/WIRE SIZE MANUAL STARTER REMARKS WATTS VOLTS 0 PANEL BKR EF-1 13 120 1 O2 (1)1/2"C. W/(3)#12 CU. O3 EF-2 13 120 1 Q (1)1/2"C. W/(3)#12 CU. 0 TYPICAL DEMOLITION NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN HIS BID ALL COSTS ASSOCIATED WITH NECESSARY DEMOLITION TO ALLOW NEW CONSTRUCTION SHOWN IN CONTRACT DOCUMENTS. 2. THESE PLANS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTING MATERIAL. THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TO GENERALLY DESCRIBE AREAS AND LIMITS OF WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND CONDITIONS THERE ON; AND SHALL NOT RELY SOLELY ON REVIEW OF THE BIDDING DOCUMENTS IN DETERMINING THE EXTENT OF DEMOLITION WORK REQUIRED. COORDINATION OF THESE DRAWINGS WITH REQUIREMENTS FOR CONTRACT WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. DISCREPANCIES BETWEEN OR WITHIN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. THE CONTRACTOR SHALL PROVIDE CLARITY SKETCHES, DIAGRAMS, AND FIELD DIMENSIONS OF EXISTING CONDITIONS AT THE REQUEST OF THE ENGINEER IF/WHEN CONFLICTS ARE IDENTIFIED. 3. REMOVE ALL WIRES, CABLES, SURFACE MOUNT RACEWAYS AND ALL APPURTENANCES WHICH SERVE DEVICES BONG REMOVED. CUT CONDUIT FLUSH TO CEILING OR WALL WHEN CONCEALED, AND SEAL OFF WITH SPRAY FOAM. ABANDON FLUSH BOXES AND NON —ACCESSIBLE CONDUIT, PROVIDE COVER PLATES FOR ALL BOXES TO REMAIN. CUT CONDUIT FLUSH TO FLOOR AND SEAL WITH GROUT. 4. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OWNER FOR ALL CUTTING, PATCHING AND FINISH WORK. 5. CONTRACTOR TO REMOVE AND DELIVER TO OWNER ALL DEVICES THAT ARE IDENTIFIED BY OWNER TO BE RETAINED. CONTRACTOR SHALL COORDINATE WITH OWNER TO ASSURE THAT ALL ITEMS TO BE RETAINED ARE IDENTIFIED PRIOR TO THE START OF DEMOLITION. ALL ITEMS NOT SO IDENTIFIED SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF SITE. 6. UNLESS NOTED OTHERWISE DISCONNECT AND REMOVE ALL DEVICES INDICATED. MAINTAIN CONTINUITY OF ALL REMAINING DEVICES & EQUIPMENT. PROVIDE JUNCTION BOXES, CONDUIT AND WIRE TO EXTEND EXISTING CIRCUITS AS REQUIRED. RECEIVED CITY OF TUKWILA MAR 0 3 2014 PERMIT CENTER w w F- SEPAIlikIE TN peRtAli APPROVAL REQuIRED CL architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax W Q Z IX W C9 2 a- l— CC _J O o0 CC CC W> Et' C W W CC 0 E-- LJ L&J < (n CO CO d- 0 O 0 d- Q O NGTON 98168 ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: BLDG. G ELECTRICAL LEGEND AND LIGHTING & MECH. SCHEDULE 1344 SHEET: E- 001 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH e s RESTROOM EXISTING PANEL 'C' EXISTI G METE BUILDING G: ELECTRICAL FLOOR PLAN O LUNCH ROOM 1/4" = 1'-0" I E-207' 4131, 1/4" = 1' - 0" STORAGE I LOBBY 3' 2' 1' 0 2' 4' MANAGEMENT OFFICE OFFICE 8' GENERAL NOTES 1. SEE SHEET E-001 FOR GENERAL NOTES AND TYPICAL DEMOLITION NOTES. 2. CONCEAL ALL CONDUITS AND CABLES IN ALL AREAS. PROVIDE SURFACE MOUNT WIREMOLD ONLY WITH PRIOR PERMISSION FROM KCHA. CUT, PATCH AND PAINT TO MATCH EXISTING CONDITIONS AS REQUIRED TO CONCEAL ALL NEW CIRCUITS. ELECTRICAL CONTRACTOR TO REPAIR ANY DAMAGE DONE DURING CONSTRUCTION. 2. CORE DRILL EXISTING WALL, CUT, PATCH AND PAINT TO MATCH EXISTING CONDITIONS AS REQUIRED TO CONCEAL ALL NEW CIRCUITS. ELECTRICAL CONTRACTOR TO REPAIR ANY DAMAGE DONE DURING CONSTRUCTION. CONSTRUCTION NOTES 0 MECHANICAL OUTDOOR UNIT. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 0 EXISTING BASEBOARD HEATER TO BE DEMOLISHED. PATCH AND PAINT TO MATCH ADJACENT WALL. CONCEAL ALL WIRES AS REQUIRED. 0 EXISTING BASEBOARD HEATER TO BE RETAINED. 0 FEED NEW EXHAUST FAN FROM EXISTING EXHAUST FAN CIRCUIT, SPLICE AND EXTEND AS REQUIRED. COORDINATE BRANCH CONDUIT ROUTING WITH KCHA AND GENERAL CONTRACTOR. PROVIDE JUNCTION BOXES AND LB'S AS REQUIRED PER CODE. COORDINATE ALL WIRING REQUIREMENTS AND ROUTING WITH EQUIPMENT INSTALLER. O COORDINATE FUSED DISCONNECT REQUIREMENTS WITH MANUFACTURER'S RECOMMENDATION. PROVIDE EQUIPMENT GROUNDING CONDUCTOR. ® SPLICE AND EXTEND EXISTING LIGHTING CONTROL CONDUCTOR TO NEW SWITCH LOCATION. 0 PROVIDE NEW DUAL RELAY OCCUPANCY SWITCH. 0 PROVIDE NEW CONVENIENCE OUTLET. EXTEND INTO THE NEAREST OUTLET CIRCUIT. O COORDINATE ALL WIRING REQUIREMENTS AND ROUTING WITH MECHANICAL CONTRACTOR AND EQUIPMENT INSTALLER. RECEIVED CITY OF TUKWILA MAR,0 3 2014 PERMIT CENTER architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP thAket ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: BLDG. G ELECTRICAL PLAN 1344 SHEET: E-201 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH BUILDING G LOAD CALCULATION DISCONNECTED LOAD (3) 6' BASEBOARD HEATERS IN OFFICE (1) AC WALL UNIT TOTAL DISCONNECTED LOAD NEW CONNECTED LOAD INDOOR AND OUTDOOR UNITS (22.97A @ 240V) TOTAL = 4500 VA 1600 VA 6100 VA 5512.8 VA -587.2 VA BLDG G PANEL: EXISTING PANEL 'C' 1 PH 3 WIRE VOLTAGE: 120/240V 400A MLO LOCI BUILDING G MOUNT: FLUSH FEED: BOTT TYPE: NEMA 1 POLES: 30 SF MAINS: NO LOAD TYPE LOAD CIRCUIT DIRECTORY CIR. 'NO. CIR BRKR A B CIR BRKR CIR. NO. CIRCUIT DIRECTORY LOAD LOAD TYPE P AMP P AMP EXISTING LOAD 1 2 EXISTING LOAD EXISTING. LOAD 3 4 EXISTING LOAD EXISTING LOAD 5 6 EXISTING LOAD EXISTING LOAD 7 8 EXISTING LOAD EXISTING LOAD 9 2604 2 30 10 ODU-2 2604 H EXISTING LOAD 11 2604 12 2604 H EXISTING LOAD 13 14 EXISTING LOAD EXISTING LOAD 15 16 EXISTING LOAD EXISTING LOAD 17 18 EXISTING LOAD EXISTING LOAD 19 20 EXISTING LOAD EXISTING LOAD 21 152 2 20 22 ICU-1 G,2G,3G,4G 152 H EXISTING LOAD 23 152 24 152 H EXISTING LOAD 25 26 EXISTING LOAD EXISTING LOAD 27 28 EXISTING. LOAD EXISTING LOAD 29 30 EXISTING LOAD TOTAL THIS PANELS TOTAL WITH SLAVE PANEL- L (125%) = 0 Ft ( R<10,001(100%) = 0 Nil-LARGE(125°%) R>10,000(5O%) = 0 M1-OTH RECEPTS TOTAL = 0 MOTOR 2756 2756 TOTAL CONNECTED LOAD (VA): WH (100%) = 0 TOTAL CONNECTED CURRENT (A): K (65%) = 0 A (100%) =0 TOTAL DEMAND LOAD (VA}: D (10O%) =.0 TOTAL DEMAND CURRENT (A): 5512 5,512.00 22.97 5,512.00 22.97 2756 2756 O0%)"= 5512 = 0 ER(100%) = 0 TOTAL = 0 NOTES: L = LIGHTING, R = RECEPTACLES, M1 = MOTOR LOADS, H = ELECTRIC HEAT, WH = WATER HEATER, K = KITCHEN EQUIPMENT, A = APPLIANCES, D = DEDICATED LOADS, SF = SUB FEEDS LAUNDRY ROOM 2'C. W/ (3) #3/0 CU. N_400A 240V AC. MAIN DISCONNECT SWITCH N_100A 240V AC. MAIN DISCONNECT SWITCH LUNCH ROOM HALLWAY 400A MLO 120/240V, 10, 3W EXISTING PANEL 'H EXISTING PANEL 'EX' 100A MLO 120/240V, 10, 3W 2'C. W/ (3) #3/0 CU. EXISTING BUILDING 'G' ONE LINE DIAGRAM NOT TO SCALE E-502 1 "C. W/ (3) #3 CU. CONSTRUCTION NOTES D PROVIDE NEW CIRCUIT BREAKER IN EXISTING SPACE. RECEIVED CITY OF TUKWILA MAR, 0 3 2014 PERMIT CENTER w architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax r:y x/29rt >- V♦ cc OO co 0 < ft] co IA 0 --• F-- I ®- < z F-- 1— 'ct Z t!� (0 0 O co >- o ix cc w0Z > NEE O �w(-)0� w ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: BLDG. G ELECTRICAL ONE -LINE AND PANEL SCHEDULE 1344 SHEET: E- 501 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH EXISTING GROUND -1I1111111 ._ 8" BASE COURSE MATERIAL -111—I 1 I —I I r 111=- ;III,=„III,=„III„' MARKER TAPE LAID ENTIRE LENGTH WITH 3" MIN. WIDTH SLOPE DETERMINED BY CONTRACTOR BEDDING MATERIAL 8" REPLACE GRASS WITH SOD TO MATCH EXISTING LANDSCAPING 4" TOPSOIL 111 -111-111= COMPACTED BACKFILL TO 90%—DENSITY 24" MINIMUM DEPTH AS REQUIRED TO AVOID EXISTING UTILITIES AND MEET CODE REQUIREMENTS 0 0 SEE DRAWINGS FOR QUANTITY OF RACEWAYS "�-3" MIN. DIRECT BURY RACEWAY - GRASS AREA NOT TO SCALE CHECKERED COVER GASKET FINISHED GRADE =1 I=111=111= f',� rTiz..► I I 1=1 11= 1 E=III=— 111111= —I 11= =III-III=III=1 i,_— i 11 Ni 1 �•oc I-11 I_ CONDUIT =I Ivit vito:vopholos%60.1 �•tIo•�i•,��.� ����N�•• E-603 MASTIC COMPOUND HANDHOLE — UNLESS NOTED OTHERWISE SHALL BE REINFORCED CONCRETE WITH GALVANIZED STEEL LID OR EQUAL, SIZED AS REQUIRED FOR WIRE FILL. WASHED ROCK HANDHOLE /PULLBOX INSTALLATION DETAIL NOT TO SCALE rTh E-603 EXISTING PAVEMENT MATERIAL(S) AND SECTION MAY VARY 2" ASPHALT CONCRETE WEARING COURSE 3" ASPHALT CONCRETE BINDER COURSE SAWCUT AND 1, i' / i ' 4///// / ///,///////// 6" BASE COURSE MATERIAL MARKER TAPE LAID ENTIRE LENGTH WITH 3" MIN. WIDTH SLOPE DETERMINED BY CONTRACTOR BEDDING MATERIAL 8" 0 0-- COMPACTED BACKFILL TO 95%—DENSITY TACK COAT (TYP) EXISTING BASE COURSE SEE DRAWINGS FOR QUANTITY OF RACEWAYS ---3" MIN. DIRECT BURY RACEWAY - ASPHALT AREA NOT TO SCALE 24" MINIMUM DEPTH AS REQUIRED TO AVOID EXISTING UTILITIES AND MEET CODE REQUIREMENTS E-603 RECEIVED CITY OF TUKWILA MAR 0 3 2014 PERMIT CENTER sevol4clo pew ippoNAL L.-» architects 350 South 38th Court, Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STA W C!) a 44c CI: 2 C- CI: <C Q <C C, 0ai WO � W W 1— co Lco W 00 C!� Z = O CO 0 Z D O ., (i O� D ISSUE: PERMIT SET DATE: 24 FEB 2014 SHEET TITLE: BLDG. G ELECTRICAL DETAILS 1344 SHEET: E- 601 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH