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Home My WebLink AboutPermit D15-0136 - EAST WEST TOWNHOMES - LOT 2 - NEW TOWNHOUSEEAST -WEST TOWNHOMES - LOT 2 5034 S 109T" CT Dl 5=01 36 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 COMBOSFR PERMIT Parcel No: Permit Number: D15-0136 Address: 5034 S 109TH CT Issue Date: 1/3/2017 Permit Expires On: 7/2/2017 Project Name: EAST -WEST TOWNHOMES - LOT 2 Owner: Name: HIGH COUNTRY HOMES LLC Address: 424 29TH ST NE #C , PUYALLUP, WA, 98372 Contact Person: Name: FILIPP KAPUSTIN Address: PO BOX 188, PUYALLUP, WA, 98371 Contractor: Name: JK MONARCH LLC Address: PO BOX 188 STE C, PUYALLUP, WA, 98371 License No: JKMONML874NA Lender: Name: 1K MONARCH Address: PO BOX 188, PUYALLUP, WA, 98371 DESCRIPTION OF WORK: Phone: (253) 722-4864 Phone: (253) 840-5660 Expiration Date: 8/1/2017 CONSTRUCTION OF A THREE STORY 1997 SQ FT TOWNHOUSE WITH A 390 SQ FT ATTACHED GARAGE AND A 75 SQ FT COVERED DECK Project Valuation: $267,240.04 Fees Collected: $21,449.84 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-B Electrical Service Provided by: Occupancy per IBC: R-3 Water District: Sewer District: Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 1 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Yes Permit Center Authorized Signature: Date: b I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and re o the conditions attached to this permit. Signature: Date: ( —7 Print Name: 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: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 2: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 10: For all commercial, multi -family and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 11: Fire hydrants shall conform to American Water Works Association specifications C-502-54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating not. (City Ordinance #2052) 12: Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe (minimum 4" distance) filled with concrete or concrete (minimum 8" diameter). Posts shall be 3 feet from the center of the hydrant and shall not be in direct line with any discharge ports. Posts shall be 6 feet long; 3-3 1/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. The 4- foot circumference around the hydrant will be a level surface. (City Ordinance #2052) 9: Fire hydrant installation requires a Public Works permit. 6: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 501.4) 5: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2435) 7: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. (City Ordinance #2435) 8: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 4: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 13: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 15: Architectural plans consistent with plans approved by BAR design review (L14-0045). Following condition must be met upon final inspection: 1) Landscaping and illumination (lighting) must be consistent with plans approved per Board of Architectural Review deicing review (1-14-0045) upon final inspection. 16: ***PUBLIC WORKS PERMIT CONDITIONS*** 17: 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. 18: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 19: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the townhome. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: 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. 23: 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. 24: 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. 25: Since the townhome must have a fire sprinkler system installed, it shall be verified in writing to the Public Works Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW -THROUGH SYSTEM. Backflow device is optional if a FLOW -THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector. 26: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 27: `BUILDING PERMIT CONDITIONS' 28: 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. 29: 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. 30: 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. 31: 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. 32: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 33: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 36: All wood to remain in placed concrete shall be treated wood. 37: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 38: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 39: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 40: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 41: 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). 42: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 43: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 44: 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. 45: `MECHANICAL PERMIT CONDITIONS' 46: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 47: 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. 48: Manufacturers installation instructions shall be available on the job site at the time of inspection. 49: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 50: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 51: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 52: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 53: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 54: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 55: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 56: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 57: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 58: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 59: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 60: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 61: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 62: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 63: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 64: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 65: Prior to Public Works final inspection approval, the Owner/Applicant shall pay in full the current fee for the King County Sewer capacity charge, and bring proof of payment to the City of Tukwila Permit Center. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK LATH & GYPSUM 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 5070 SANITARY SIDE SEWER 4043 SI-E.I.F.S 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 5130 WATER METER - PERM City of Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone;206-433-0179 Fax:206-431-3665 Web site: http://www.Tukwi[aWA.gov WATER METER INFORMATION Parcel No: Permit Number: D15-0136 Address: 5034 S 109TH CT Issue Date: 1/3/2017 Permit Expires On: 7/30/2017 Applicant: EAST -WEST TOWN HOMES - LOT 2 DESCRIPTION OF WORK: CONSTRUCTION OF A THREE STORY 1997 SQ FT TOWNHOUSE WITH A 390 SQ FT ATTACHED GARAGE AND A 75 SQ FT COVERED DECK METER #1 METER #2 METER #3 Water Meter Size: 1" Water Meter Type: PERM Work Order Number: 21540131 Connection Charge: $100.00 $0.00 $0.00 Installation: $950.00 $0.00 $0.00 Plan Check Fee: $10.00 $0.00 $0.00 Inspection Fee: $15.00 $0.00 $0.00 Turn on Fees: $50.00 $0.00 $0.00 Subtotal: $1,125.00 $0.00 $0.00 Cascade Water Alliance (RCFC): $6,005.00 $0.00 $0.00 TOTAL WATER FEES: $7,130.00 CITY OF TUK"LA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov SITE LOCATION Building Permit No. i2 115 ` 011?;(a L Project No. Date Application Accepted: I Date Application Expires: use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" Site Address: 51st Ave Sand South 11 lth St Tenant Name: PROPERTY OWNER Name: JK Monarch Address: PO Box 188 City: Puyallup State: WA Zip: 98371 CONTACT PERSON — person receiving all project communication Name: Filipp Kapustin Address: PO Box 188 City: Puyallup State: WA Zip: 98371 Phone: (253) 722-4864 Fax: Email: permit@jkmonarch.com GENERAL CONTRACTOR INFORMATION Company Name: 7K Monarch Address: PO Box 188 City: Puyallup State: WA Zip: 98371 Phone: (253) 306-4383 Fax: Contr Reg No.: Exp Date: 12/31/2015 Tukwila Business License No.: BUS-0993886 5-Unit Townhouse Lot #2 Unit A King Co Assessor's Tax No.: 687420-1065 Number: Floor: New Tenant: ❑ .....Yes O ..No ARCHITECT OF RECORD Company Name: MDP Consulting Architect Name: Mark Peterson Address: PO Box 1303 City: Sumner State: WA Zip: 98390 Phone: (253) 286-7073 Fax: Email: mark@mdparchitect.com ENGINEER OF RECORD Company Name: Sega Engineers Engineer Name: Greg Thesenvitz Address: 22939 SE 292nd PI City: Black Diamond State: WA Zip: 98010 Phone: (360) 886-1017 Fax: Email: segaengineers@comcast.net LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Y IMon ar o _ Address:Ph 0 X, 196 City: �V N 1 v State: w Zip: H:\Applications\Forms-Applications On Line\2011 ApplicationsTennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page I of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 171,300 Existing Building Valuation: Describe the scope of work (please provide detailed information): 3 story townhouse with attached garage located on main floor, see civil submittal for additional site information. Will there be new rack storage? ❑..... Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 268 VB R3 2 nd Floor 859 VB R3 P Floor 870 VB R3 Floors thru a Q rj Basement Accessory Structure* Attached Garage 390 VB R3 Detached Garage Attached Carport Detached Carport Covered Deck 75 VB R3 Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 15 Compact: Handicap: Will there be a change in use? El ....... Yes ©....... No If "yes", explain: FIRE PROTECTION/IIAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ ....... Automatic Fire Alarm 0 .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes ❑ .......No If `yes', attach list of materials and storage locations on a separate 8-112" x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. K'ApplicationsTorms-Applications On Line\2011 Applications\Pern it Application Revised - 8-9-1 Ldocx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin 91 for fees and estimate sheet. Water District ® ...Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ® ...Tukwila ❑... Valley View ❑ . Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which 'apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that a ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ® ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ® ...Total Cut 190 cubic yards ❑ .. Work in Flood Zone ...Total Fill 1,308 cubic yards ❑ .. Storm Drainage ® ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ® ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Deduct Water Meter Size " ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:Wpplications\Fo[ms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: Auwst2011 Page 3 of bh LO + -4-Z urn �, - A PROJECT INFORMATION — Valuation of project (contractor's bid price): $ Scope of work (please provide detailed information): NSW Sly ��/2. r�G Vti! t �u zcsU lc0 Qe, DETAILED BUILDING INFORMMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 2 6 1" floor 8 S- 9 2°d floor g � b Garage a carport ❑ 3 CIO Deck — covered M uncovered ❑ ", s' Total square footage Z139 q Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 206-575-4407. EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: '1 Value of mechanical work $ f , 00c) fuel type: ❑ electric 0 gas furnace <100k btu appliance vent _ 5 ventilation fan connected to single duct thermostat emergency generator PLUMBING: Value ofplumbing/gas piping work $_ Z bathtub (or bath/shower combo) I dishwasher 4 lavatory (bathroom sink) --A— water heater (gas) wood/gas stove other mechanical equipment �,bb0 bidet floor drain sink lawn sprinkler system water heater (electric) clothes washer shower water closet Z gas piping outlets H:Wpplications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 Page 2 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR A Print Name: F Date: 06/09/2015 Day Telephone: (253) 722-4864 Mailing Address: PO Box 188 Puyallup WA 98371 City State Zip H:\Applications\For=-Applications On Line1201 I ApplicationsTertnit Application Revised - 8-9-1 Ldocx Revised: August 2011 Page 4 of 4 bh BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PWmay adjust estimated fees PROJECT NAME 6A ISi W6h —T PERMIT # (Cti `1�r ✓$vg .5. If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1 2 3 E APPLICATION BASE FEE Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. TOTAL PLAN REVIEW FEE (B+C+D) Enter total excavation volume Enter total fill volume cubic yards cubic yards $ Use the following table to estimate the grading plan review fee. Use the treater of the excavation and fill volumes. $250 (1) e o: QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for l 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $_ (5) XV -2,6+� The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01/01/14 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ — (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement mitigation fee. I Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC RATE YARDS 50 or less $23.50 51 —100 $37.00 101 —1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001—10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1" 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Technology Fee (5% of 6+8) Approved 09.25.02 2 Last Revised 01/01/14 (8) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al 11. Total A through E ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ 53 0 4- 'r D. Allentown/Foster Pt Water (Ord 2177) $—� — E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ x G.-luw,ami-sh wj. H . Transportation Mitigation $ S —t I. Other Fees $ CAyCA-NS WA'1%, if4IL L f Total A through I $ DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ -o-eo (9) 6-ee- (10) e ee ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2014-12.31.201 i Total Fee 0.75 $625 $6005 $6630 1 �-/ $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Ternorary Meter 0.75" $300 �71 Approved 09.25.02 3 Clear Form Last Revised 01/01/14 13-138Tubvila 8 Lot Short Plat —Parcel Nrarnbers amity of Tukwila Short Plat— L 14-00324 Predevelopment parcels — 9 lots 68 47-0-1065, -10SO, -1045, 4040, -1143, -7.� e�E,-1145,-1150,1160 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $542.64 D15-0135 Address: 5044 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 D15-0136 Address: 5034 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 D15-0137 Address: 5024 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 D15-0138 Address: 5014 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW 11000.345.830.00.00 1.00 $67.83 D15-0139 Address: 5004 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 D15-0140 Address: 5025 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 D15-0141 Address: 5035 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 D15-0142 Address: 5045 S 109TH CT Apn: $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 TOTAL'AID BY RECEIPT: R10917 $542.64 Date Paid: Monday, February 27, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3019 Printed: Monday, February 27, 2017 8:34 AM 1 of 1 WSYSTEMs DESCRIPTIONS• QUANTITY PAID PermitTRAK $155,732.69 D15-0135 Address: 5044 S 109TH CT Apn: $19,280.28 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,697.60 PERMIT FEE R000.322.100.00.00 0.00 $2,693.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $156.71 TECHNOLOGY FEE R000.322.900.04.00 0.00 $156.71 WATER SERVICE FEE $5,804,40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 D15-0136 Address: 5034 S 109TH CT Apn: $19,539.10 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 Date Paid: Tuesday, January 03, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3016 Printed: Tuesday, January 03, 2017 2:32 PM 1 of 7 07® SYSTEMS DESCRIPTIONS ACC• QUANTITY PAID PermitTRAK $155,732.69 D15-0136 Address: 5034 S 109TH CT Apn: $19,539.10 1 INCH $7,130.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,944.10 PERMIT FEE R000.322.100.00.00 0.00 $2,939.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $169.03 TECHNOLOGY FEE R000.322.900.04.00 0.00 $169.03 WATER SERVICE FEE $5,804.40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 D15-0137 Address: 5024 S 109TH CT Apn: $19,539.10 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,944.10 PERMIT FEE R000.322.100.00.00 0.00 $2,939.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 Date Paid: Tuesday, January 03, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3016 Printed: Tuesday, January 03, 2017 2:32 PM 2 of 7 Irr-1I I _1 _,� SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY 1 PermitTRAK $155,732.69 D15-0137 Address: 5024 S 109TH CT Apn: $19,539.10 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $169.03 TECHNOLOGY FEE R000.322.900.04.00 0.00 $169.03 WATER SERVICE FEE $5,804.40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 D15-0138 Address: 5014 S 109TH CT Apn: $19,539.10 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,944.10 PERMIT FEE R000.322.100.00.00 0.00 $2,939.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 Date Paid: Tuesday, January 03, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3016 Printed: Tuesday, January 03, 2017 2:32 PM 3 of 7 R SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $155,732.69 D15-0138 Address: 5014 S 109TH CT Apn: $19,539.10 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $169.03 TECHNOLOGY FEE R000.322.900.04.00 0.00 $169.03 WATER SERVICE FEE $5,804.40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 D15-0139 Address: 5004 S 109TH CT Apn: $19,485.55 11NCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,893.10 PERMIT FEE R000.322.100.00.00 0.00 $2,888.60 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 Date Paid: Tuesday, January 03, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3016 Printed: Tuesday, January 03, 2017 2:32 PM 4 of 7 r �:-WIsrsTEMs DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $155,732.69 D15-0139 Address: 5004 S 109TH CT Apn: $19,485.55 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $166.48 TECHNOLOGY FEE R000.322.900.04.00 0.00 $166.48 WATER SERVICE FEE $5,804.40 WATERALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 D15-0140 Address: 5025 S 109TH CT Apn: $19,530.18 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,935.60 PERMIT FEE R000.322.100.00.00 0.00 $2,931.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $168.61 TECHNOLOGY FEE R000.322.900.04.00 0.00 $168.61 WATER SERVICE FEE $5,804.40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 Date Paid: Tuesday, January 03, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3016 Printed: Tuesday, January 03, 2017 2:32 PM 5 of 7srsreMs DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $155,732.69 D15-0141 Address: 5035 S 109TH CT Apn: $19,539.10 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,944.10 PERMIT FEE R000.322.100.00.00 0.00 $2,939.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585,95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $169.03 TECHNOLOGY FEE R000.322.900.04.00 0.00 $169.03 WATER SERVICE FEE $5,804.40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 D15-0142 Address: 5045 S 109TH CT Apn: $19,280.28 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 Date Paid: Tuesday, January 03, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3016 Printed: Tuesday, January 03, 2017 2:32 PM 6 of 7 07-57 SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK $155,732.69 D15-0142 Address: 5045 S 109TH CT Apn: $19,280.28 1 INCH $7,130.00 CASCADE WATER ALL-SPRINKLERED 6640.237.500 0.00 $6,005.00 DEVELOPMENT $2,697.60 PERMIT FEE R000.322.100.00.00 0.00 $2,693.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $156.71 TECHNOLOGY FEE R000.322.900.04.00 0.00 $156.71 WATER SERVICE FEE $5,804.40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $5,804.40 TOTAL1 Date Paid: Tuesday, January 03, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3016 Printed: Tuesday, January 03, 2017 2:32 PM 7 of 7 I?WYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $14,926.81 D15-0135 Address: 51ST AVE S Apn: 6874201065 $1,750.52 DEVELOPMENT $1,750.52 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,750.52 D15-0136 Address: 51ST AVE S Apn: 6874201065 $1,910.74 DEVELOPMENT $1,910.74 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,910.74 D15-0137 Address: 51ST AVE S Apn: 6874201065 $1,910.74 DEVELOPMENT $1,910.74 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,910.74 D15-0138 Address: 51ST AVE S Apn: 6874201065 $1,910.74 DEVELOPMENT $1,910.74 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,910.74 D15-0139 Address: 51ST AVE S Apn: 6874201065 $1,877.59 DEVELOPMENT $1,877.59 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,877.59 D15-0140 Address: 51ST AVE S Apn: 6874201065 $1,905.22 DEVELOPMENT $1,905.22 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,905.22 D15-0141 Address: 51ST AVE S Apn: 6874201065 $1,910.74 DEVELOPMENT $1,910.74 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,910.74 D15-0142 Address: 51ST AVE S Apn: 6874201065 $1,750.52 DEVELOPMENT $1,750.52 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,750.52 TOTAL1 $14,926.81 Date Paid: Thursday, June 11, 2015 Paid By: JK MONARCH LLC Pay Method: CHECK 7558 Printed: Thursday, June 11, 2015 11:15 AM 1 of 1 C#? SYSTEMS INSPECTION RECORD Retain a copy with permit P1o� � INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: s; _ kX.57- MOVOPIC5 Type of inspection: Address: Date Called: Special Instructions: Date Date Wanted: M. Requester: 6 L 1 /' Phone No: Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: Ce- Inspector: Date: I 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 JD15" o 13 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: - Type of Inspectiom, / Address: Date Called: Special Instructions: Date Wante : m. Z g m. Req ester: -F,h Phone Nof %Approved per applicable codes. Corrections required prior to approval. REMSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. k)IS-UI6(o INSPECTION RECORD Retain a copy with permit 114-2 . INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: ,-i4f LJ�6i- Type of Inspection: Aciclreis: C7- � . Date Called: Special Ins ructions: Date Wanted: a.m. j I jv 1 -2- ' k Req ester: Phone Approved per applicable codes. Corrections required prior to approval. (Inspector: Date: RENSPECTION 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 Dl;s-c�I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: Date Called: Special Instructions: —� Date Wanted: .m. Requester: MrteH, 4041i!; aF ood=��Eru�6 1/Y5'U'dA77oA/ 615 p'>Pir Mom' 'Xwda rN�- r�r� Phone No: , fr1t,° -L- 2( Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: oK-�jNG c4K - rmach,A-N'% i— v�"QU s P epK- Alf �-- rwt Inspector: 5- 1 Date: / ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. INSPECTION RECORD 013 Rce etain a copy with permit IN TION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: -- try �� n: Type of InsMP& j � Address: Date Called: Special Instructions: 1n7- 2 Date Wante . 7 m. lRequestert Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: // Datermm REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD bt Zz' Retain a copy with permit INS 10N N0, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: J-C 7 _ ems jTwl / aM � Type of Inspection: Pl'tl - 1 V50 L4770A) Address: Date Called: Special Instructions: Date Wanted: a. `?'IZ-)7 p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. `-I 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 Project: -ems Type of Inspection: �� >`P Address: S63q� �� Date Called: Special Instructions: Date Wanted: m. Al Requester Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: d4/ 7 ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ft INSPECTION RECORD Retain a copy with permit its '0i3�. 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 PL9iect: f%"� � '� kM Type of Insp ccttion: GS r-svwy Address: C Date Call d: Special Instructions: Date Wanted: m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: '' f UY' S !i✓tJ�=7 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP CTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ICI iAyMn Type of Insp ion: &AS F- Address: .�� e;/1'' er Date Called: Special Instructions: Date Wanted : a.m Requester: Phone No: 110 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Q Date: q k / -, T� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspecti.-on. O . INSPECTION RECORD 1�iS f,�3 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: f -�U�✓r Type of Ins ection: 21 Pr o-E I-VLATZIW Address: Date Cal ed: Special Instructions: ) _ f 4►� Date Wanted: % pin. Requester Phone No: Approved per applicable codes. 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. WE INSPECTION RECORD Retain a copy with permit'NT= G 13� INSPEC ION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 1 0�i NUi�N Type oection: AMI 1Af6' Address: 1 stl&g S C1 Date Called: Special Instructions: (XJ Date Wanted: a.m. Q Cr /' Requester: Phone No: U REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: �j f An Type o spection: Address: 7 �� Date Called: Special Instructions: Date Wante ! a.m. Requeste . Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r '(i 7'-r7° Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORDly �a Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: %1 is T e of Inspection: ffl&tj5LJ Address: I Date Called: Special Instructions: j� Lt?® a Date Wanted a. ✓ C p.m. lKe—questef Phone No: Approved per applicable codes. LJ Corrections required prior to approval. Inspector: Date: -71/ l� u REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. W j� INSPECTION RECORD ltw; 013�e Retain a copy with permit 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 P,?>A,&- &Vmp- A/ Pro'ect: Type of Ins ion: Address: ,,�� 6i✓ 5 09 /rl &' Date Called: Special Instructions: Ia Date Wanted: a.m. � iJ r 7 ITFF Requester Phone No: U REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit-C�j3Ce. 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 'e�ct:/ 2lrli ,"AfAi!`— T e of Inspection: �j !A)U. 4 - W eyenjR Address: Date Called: Special Instructions: ZCI d Date Wanted: .m. & i3 / P.M. Requester: Phone No: 91 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: -7h-3h7 I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD INSPECTION N0. Retain acopy With permit � PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro, ct: T e of I pection: ��' � C'6 V-VAM� � Address: Date C lled: Special Instructions: ZoT 2. Date Wanted: a. % 7 p.m. Requester. Phone No: Approved per applicable codes. LJ Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD_, Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: Type of Inspection: i IW 6 Address: 714 Date Called: Special Instructions: Date Wante : _ a.m. f) 7 IR—equesteif. Phone No: 9Approved per applicable codes. E Corrections required prior to approval. Iinspector: / 1n (uate: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 'r Retain a copy with permit IS'- �'� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: —63 %l `l Date Called: Special Instructions: Z0 Date Wanted: a.m. / / p.m. Requester: Phone No: lJ paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. INSPECTION RECORD . le Retain a copy with permit 11>s INSP 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: q .—ko( Ty a of Insp tion: Address: 45—6, r Date Called: Special Instructions: Date Wanted: m p.m. Requester: Phone No: Approved per applicable codes. 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. 011 INSPECTION RECORD Retain a copy with permit IN NiwETI ON N0. PERMIT No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: TypreAof Inspection: Address: 11 ' 1- Date Called: Special Instructions: j� !or 2 Date Wanted a. ,' 3 P7 p.m. Requester Phone No: ❑ Approved per applicable codes. LJ Corrections required prior to approval. Inspector: Date: s �1 17 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD *;10) Retain a copy with permifi 3(e INS CT NQ. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 i 'ct: Pe—*- sli �� Typ of Inspection: ' "i 4 'r' Address: ©f / (I ate Called: Special Instructions: h L Date Wanted: _ a J Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. I' 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 ZP oPro'ect: - Typ of Inspection: /�t1� SIP Address:_ Date Called: Special Instructions: 1 ` Date Wanted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: � � r Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD \ \; Retain a copy with permit '�� 0130 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' t: Type of Inspection: �( rm Address: �� e0- Date Called: Special nstructions: Date Wante a.m i7 p.m. iRequestegF. Phone No: Approved per applicable codes. a 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. 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 l 'jcet:Nr f e—, V "��I' Type %o�f Inspection: 1 Q !'l�v I )N6 ' Address: S�� S q CT Date Called: Special Instructions: % Date Wante Ka.m. /" t7 _ Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: -A4 3 Inspector: Date: �. 17 i 7 El REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PC INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd_, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: F lk) .' 2g'A. i i 1°1L'= Type of Inspection: S - Address: s Ct Date Called: Special Instructions: Date Wanda 117 p• Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i CACOSinX Inspector: Date: y q Ar7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. AA I INSPECTION RECORD . V, Retain a copy with permit Sid i3C. INSPE N N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P>ect: Type of Inspection: I - C-I��i��% Address: Date Called: Special Instructions: � Date Wan�d:� %7 a.m. p.m. Requester Phone No: [j� Approved per applicable codes. 1-1 Corrections required prior to approval. u paid at 6300 Southcenter Blvd„ Suite 100. Catl to schedule reinspection. INSPECTION RECORD Retain a copy with permit tp1� / 36 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: � Type offIInspec''t��io^nn: Address: Date Called: Special Instructions: Date Wanted: a.m Requester: Phone No: Approved per applicable codes.El Corrections required prior to approval. COMMENTS: pVD9Re ggipv LIJM , A16 - Inspector: Date: 7-007 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 iS ,��'O. INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' t: S 1--' Ty a of Inspection: c Address: 1' Date Called: Special Instructions: z Date Want �G 1 % p.m. Requester: Phone No: ❑ Approved per applicable codes. W1 Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit �l�=O13Cn INS P ION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Ty f Inspection: 9ec i - ' i' &A'm6' 6. D - wl Address: 71 Date Called: Special Instructions: f Z. Date Wanted a.m. 13 f _ m Requeste . Phone No: LJ Corrections required prior to approval. `—' paid at 6300 Southcenter Blvd., Suite 100. Gall to schedule reinspection. INSPECTION RECORD Retain a copy with permit IP 15 3fa INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: C1157 — rIR!; 715 ,t MjC,5* 1:n-0 I) l) DPt770J+1 VdPLt-r Address: �71 Date Called: Special Instructions: Date Wanted: a p.rn Requester: Phone No: Approved per applicable codes.El Corrections required prior to approval. pector: a-23-17 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD -7 Retain a copy with permit- «�� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: i i t ' vl10 viw Type of Inspection: i=--z>LJNDATfod (JAt-l_ Address: ieg (2T) Date Called: Special Instructions: [.b?' Date Wanted: m: 2 -Z l —1 7 p.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: M UT i th 171L —IffAotD ly-T�fl- L-/20 e z- 'f:5 v ` /-2�0 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit no/ 3401 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: 77 / V Address: ,s-03 .5f l®?i l+ CTi Date Called: Special Instructions: Date Wanted: M. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Inspector: Date* —1 4K / /-/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD . _ Retain a copy with permit �° S 0 M INS ION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type o spection: Address: '7 ti f Date Called: Special Instructions: zo Date Wanted: a.m. p.m. Requester: Phone No: M Approved per applicable codes.11 Corrections required prior to approval. LIN nspector: //3 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 /-�-5- //S- INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: � Type of Inspectign: Address: suite #: 6-Dye, S /W Cf Contact Person: Special Instructions: Phone No.: [6Approved per applicable codes. Corrections required prior to approval. COMMENTS: 14-1/ e�zrneG�io--7s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming waaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD f --I- - �- i f Retain a copy with permit 4 _ INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: (� Address: c� (� � �� Cr Contact Person: Suite #: / Special Instructions: Phone No.: 1 �rApproved per applicable codes. Corrections required prior to approval, COMMENTS: p4nn 9''LCf�/� y AJ --- �?'1'I CNC� C r✓� S06 72- G 7?P, 5 S t o 2. 6F-- ;F" G Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a ropy witfi permit , INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575.4407 Project: 7— Type of Inspection: Address: Suite #: 704 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Z G� t rC� Se Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 471 - Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Willing Aaaress Attn: Company Name: Address: City: State: zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 DEL rE - rIA01 Stantec Geotechnical Investigation CITY C)F-rUi<WiLA DEC 0 3 2015 PERMIT CENTER Prepared for.• Abbey Road Group Job No. 13-138 P.O. Box 1224 Puyallup, Washington 98372 CORRECTON LTR# Prepared by.' Stantec Consulting Services, Inc. 11130 NE 33`d Place, Suite 200 Bellevue, Washington 98004 Tel: (425) 869-9448 Fax: (425) 869-1190 Project No.: 185750184 Revised November 19, 2014 Tukwila, WA Geotechnical Investigation Section 1: Introduction Table of Contents 1 Introduction.............................................................................................................................1 2 Project Description................................................................................................................1 3 Site Description......................................................................................................................1 4 Geotechnical Subsurface Investigation...............................................................................2 4.1 Site Investigation Program.............................................................................................2 5 Soil and Groundwater Conditions........................................................................................3 5.1 Area Geology.................................................................._........................_......................3 5.2 Soil Conditions................................................................................................................3 6 Geological Hazards................................................................................................................5 6.1 Landslide Hazard............................................................................................................5 6.2 Erosion Hazard...............................................................................................................6 6.3 Seismic Hazard................................................................................................................6 7 Slope Stability Analyses........................................................................................................7 8 Discussion..............................................................................................................................8 8.1 General.......................................................................................................:. .........8 9 Recommendations.................................................................................................................9 9.1 Site Preparation..............................................................................................................9 9.2 Temporary Excavations..................................................................................................9 9.3 Erosion and Sediment Control......................................................................................10 9.4 Foundation Design....................................................................................................11 9.5 Retaining Walls.............................................................................................................12 9.6 Slab-on-Grade..............................................................................................................13 9.7 Infiltration......................................................................................................................13 9.8 Utilities..........................................................................................................................15 9.9 Groundwater Influence on Construction........................................................................16 9.10 Pavement Design................................................................................................. 10 Construction Field Reviews................................................................ ............................17 11 Closure..................................................................................................................................18 List of Appendices Appendix A................................................................................... Statement of General Conditions AppendixB.......................................................................................................................Site Maps Appendix C...................................................................................................Borehole Log Records Revised November 19, 2014 I 1 Stantec Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 1: Introduction In accordance with your authorization, Stantec Consulting Services, Inc. (Stantec) has completed a geotechnical investigation for the proposed residential short plat located southwest of the intersection of South Hazel Street and 51s'Avenue South in Tukwila, Washington (Figure 1). The purpose of the geotechnical investigation was to identify subsurface conditions and to provide geotechnical recommendations for design and construction of the proposed residential buildings. The scope of work for the geotechnical investigation consisted of a site investigation followed by engineering analyses to prepare this report. Recommendations presented herein pertain to various geotechnical aspects of the proposed development, including foundation design and pavement recommendations. 2 PROJECT DESCRIPTION The currently proposed development includes two, 2 to 3 story residential buildings (8 total units) along with asphalt paved parking areas, stormwater facilities, and landscaped regions. We understand that the structures will be wood framed and supported by continuous perimeter footings and column pads within the building footprints. The two multi -story buildings will be located in the eastern portion of the site. We have reviewed a site plan dated January 17, 2014 updated April, 2014 which shows the site layouts and proposed developments. We have included a copy of this site plan in Figure 5. We anticipate that foundation loads will be generally light to moderate; on the order of 2 kips per square foot (ksf). We anticipate that site grading will include cuts and fills on the order of 4 feet or less for general site development and cuts of up to 8 feet for construction of concrete basement/retaining walls along the west sides of the proposed structures. Stormwater infiltration facilities will be located west of the buildings. Relatively short concrete retaining walls will be located around the sides of the infiltration pond and along the bioswale south of the pond. We have not received specific site grading information, building foundation details, or retaining wall details. 3 SITE DESCRIPTION The site is located southwest of the intersection of South Hazel Street and 51 st Avenue South in Tukwila, Washington. The general location of the site is shown on Figure 1 (Vicinity Map). The site includes nine tax parcels (No.'s 6874201065, 68474201045, 6874201040, 6874201050, 6874201143, 6874201144, 6874201145, 6874201150, and 6874201160) with a total area of approximately 1.123 acres. Revised November 19, 2014 $tangy Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 4: Geotechnical Subsurface Investigation The site slopes downward toward the west and southwest at magnitudes ranging from approximately 25 to 40 percent with an average overall gradient of about 30 percent. The topographic relief across the site is approximately 50 feet. A short slope extends downward into the site from 515t Avenue South with a magnitude of up to 100 percent and topographic relief of 6 to 10 feet (north to south along site frontage). This slope appears to have been created during construction of 51st Avenue South (filled area), The site is undeveloped and is vegetated with blackberries, grasses, and ferns, along with sparse deciduous and evergreen trees. Areas of vegetation debris and other fill materials are located along the east and south margins of the property. The site is bordered to the east by 51 st Avenue South, to the north by a commercial building, to the south by multi -story residential buildings, and to the west by undeveloped land and residential structures. 4 GEOTECHNICAL SUBSURFACE INVESTIGATi IOM 4.1 Site Investigation Program The geotechnical field investigation program was completed on December 24, 2013 and included drilling and sampling two hollow stem auger borings drilled by a Stantec subcontractor, using a limited access track mounted drill rig. The borings were located strategically to provide data across the site between the relative topographic high and low points. Additionally, five hand borings were advanced near proposed building corners to confirm the shallow soil conditions anticipated from the results of the drilled borings. The soils encountered were logged in the field during the exploration and are described in accordance with the Unified Soil Classification System (USCS). Disturbed soil samples were obtained by using the Standard Penetration Test (SPT) as described in ASTM D-1586. The Standard Penetration Test and sampling method consists of driving a standard 2-inch outside - diameter, split barrel sampler into the subsoil with a 140-pound hammer free falling a vertical distance of 30 inches. The summation of hammer -blows required to drive the sampler the final 12- inches of an 18-inch sample interval is defined as the Standard Penetration Resistance, or N-value. The blow count is presented graphically on the boring logs in this appendix. The resistance, or "N" value, provides a measure of the relative density of granular soils or of the relative consistency of cohesive soils. A Stantec field representative directed the drilling program, collected disturbed soil samples from split spoon sampler tubes, classified the encountered soils, kept a detailed log of each auger hole, and observed and recorded pertinent site features. The results of the drilling and sampling are presented on the boring logs enclosed in Appendix C. Revised November 19, 2014 I 2 Stantec Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 5: Soil and Groundwater Conditions 5 SOIL AND GROUNDWATER CONDITIONS 5.1 Area Geology The site lies within the Puget Lowland. The lowland is part of a regional north -south trending trough that extends from southwestern British Columbia to near Eugene, Oregon. North of Olympia, Washington, this lowland is glacially carved, with a depositional and erosional history including at least four separate glacial advances/retreats. The Puget Lowland is bounded to the west by the Olympic Mountains and to the east by the Cascade Range. The lowland is filled with glacial and non -glacial sediments consisting of interbedded gravel, sand, silt, till, and peat lenses. The Geologic Map of Seattle, indicates that the site is located near the contact between Vashon Glacial Till and Vashon Advance Outwash. Vashon Glacial Till is typically characterized by an unsorted, non -stratified mixture of clay, silt, sand, gravel, cobbles and boulders in variable quantities. These materials are typically dense and relatively impermeable. The poor sorting reflects the mixing of the materials as these sediments were overridden and incorporated by the glacial ice. Vashon Glacial Till is typically underlain by Vashon Advance Outwash, which consists of poorly graded sand with local silt and clay interbeds deposited in front of the advancing glaciers. These materials are dense to very dense and typically moderately to highly permeable. Vashon Advance Outwash, which is locally known as the Esperance Sand member of the Vashon Drift, is commonly underlain by the Lawton Clay member of the Vashon Drift and/or Pre -Fraser Deposits. In the area of the site, the Advance Outwash is underlain by the fine grained member of the Pre -Fraser Deposits. North of the site, the outwash deposits are underlain by Lawton Clay. Many documented landslides in the City of Seattle and vicinity occur at or near the contact between the Esperance Sand (Advance Outwash) and underlying Lawton Clay. This is due in part to surface water infiltrating through the permeable outwash deposits down to the impermeable silt -clay materials. Following extended periods of heavy precipitation, the increased groundwater causes blowouts near the contact between the sand and silt/clay. The site is mapped with an overprint of mass wastage deposits. These typically signify that earth movement has occurred in the area, although exact timing is typically unknown and is based on interpretation of surficial conditions, vegetation, Iandforms, and shallow soil conditions. 5.2 Soil Conditions Details of the encountered soil conditions are presented on the boring logs in Appendix C. The detailed soil description on these logs should be referred to in preference to the generalized description provided below. Boring B-1 The soils encountered in Boring B-1 included approximately 12 to 18 inches of vegetation and topsoil underlain by approximately 11.5 feet of medium dense, fine to medium grained sand with areas of gravel and silt (Weathered Advance Outwash). This layer was underlain by approximately 52 feet of very dense, fine to medium grained sand with areas of gravel (Advance Outwash). This layer was underlain by hard silt with variable amounts of sand and clay (Pre -Fraser Deposits), which extended to the termination depth of B-1. Revised November 19, 2014 ( 3 S1antec Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 5: Soil and Groundwater Conditions Boring B-2 The soils encountered in Boring B-2 included approximately 9 feet of medium dense, fine to medium grained sand with variable amounts of gravel and silt (Fill), underlain by medium dense to very dense, fine to medium grained sand with areas of gravel and silt (Advance Outwash), which extended to the termination depth of B-2. Hand Borings HB-1 through HB-5 All of the hand borings encountered approximately 6 to 12 inches of topsoil and vegetation underlain by loose to dense, fine to medium grained sand with trace amounts of gravel and silt (Advance Outwash), which extended to the termination depths of the hand borings (approximately 3 to 5 feet below existing grades). The soils in the hand borings were generally medium dense at approximately 2 to 3 feet below grade and became denser with depth. Supplementary Subsurface Data from the Site Vicinity We also referred to Subsurface Geology Information System by the Washington Department of Natural Resources (DNR) that provided borehole data in the vicinity compiled by the Seattle Engineering Department from many agencies including Seattle Public Utilities (SPU) and King County. This data was also used to establish the approximate configuration of different soil contact interface lines. Groundwater At the time of our investigation, groundwater was observed in Boring B-1 at approximately 64 feet below the existing site grade. Groundwater was not observed in the other boring or any hand boring during our investigation. We observed light seepage within downslope properties east of 49th Avenue South near an Elevation of 225 feet (King County iMAP). We interpret this seepage to be spring activity located near the contact between Pre -Fraser Deposits and Advance Outwash. The elevation of the spring activity is generally consistent with the groundwater level encountered in Borehole B-1. Water table elevations often fluctuate over time. The groundwater level will depend on a variety of factors that may include seasonal precipitation, irrigation, land use, climatic conditions and soil permeability. Water levels at the time of the field investigation may be different from those encountered during the construction phase of the project. Groundwater monitoring wells were not installed as part of this investigation, therefore determining long term groundwater fluctuations is beyond the scope of this report. Revised November 19, 2014 4 Stang Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 6: Geological Hazards 6 GEOLOGICAL HAZARDS 6.1 Landslide Hazard The Geologic Map of Seattle shows an overprint of Mass Wastage Deposits over the Advance Outwash and Pre -Fraser Deposits within the west half of the site and extending to the west approximately 1,000 feet. The map also shows a scarp extending generally southeast to northwest through the middle portion of the site (Figure 2). Typically, slopes with magnitudes greater than about 40 percent and vertical relief of at least 10 feet can be classified as geologically hazardous (steep slope/landslide hazards). While this site has an overall slope magnitude of approximately 30 percent, the mapped overprint of mass wastage deposits and a landslide scarp within the property result in the site as being classified as potentially geologically hazardous. The City of Tukwila Municipal Code, Section 18.45.120, classifies potential geologically hazardous areas as follows: Class 1 — Landslide potential is low with slopes less than 15 percent in magnitude. Class 2 — Landslide potential is moderate with slopes ranging between 15 and 40 percent in magnitude and the area in question is underlain by relatively permeable soils. Class 3 — Landslide potential is high with slopes ranging between 15 and 40 percent in magnitude and the area is underlain by relatively permeable soils and has local slope areas greater than 40 percent Class 4 — Landslide potential is very high; includes areas with mapped zones of groundwater seepage, and also include existing mapped landslide deposits regardless of slope inclination. It is our opinion that the upper portion of the site meets the criteria of a Class 2 Hazard Area and the lower, more sloping portion mapped with mass wastage overprints meets the criteria of a Class 4 Hazard Area. The Class 4 designation encompasses the west portion of the site and adjacent downslope properties. The overall slope system has a topographic relief of approximately 200 to 250 feet with local magnitudes exceeding 50 percent and an overall average gradient on the order of 30 to 35 percent. The Seattle Landslide Study, (Shannon and Wilson 1999-2000), discusses landslide activity within the City of Seattle and provides information on mitigation, causes, landslide types, and locations of landslide activity. The site is located just south and west of the City of Seattle limits; however, much of the information provided in this study is applicable for the site, or can be reasonably inferred from the study. The study discusses that most of the landslides that have occurred along the west facing slopes of .Beacon Hill are groundwater -blowout type landslides and that most of these occurred prior to the 1960's and the construction of 1-5. The construction of 1-5, and specifically deep cylinder piles and retaining walls, effectively increased stability in the area. Revised November 19, 2014 $Ian{ec Project No. 186750184 6 Tukwila, WA Geotechnical Investigation Section 6: Geological Hazards The native soils that underlie the site are generally dense to very dense and do not appear to have ongoing issues related to landslide activity. It is our opinion that landslide activity and/or subsidence occurred prior to the 1960's and possibly as long ago as 11,000 years, following the glacial retreat and subsequent mass wasting that occurred due to groundwater release. There are numerous existing residences within the mass wastage zone below the site that appear to be unaffected by any significant earth movements. The date of construction of several residences below the site are 1916, 1938, 1943, and 1980, which indicate that the area has been stable for an extended period of time. 6.2 Erosion Hazard The Natural Resources Conservation Services (NRCS) maps for King County do not provide soil information for this area. However, based on our experience with similar soil and slope conditions, we anticipate that the site is underlain by sandy loam soils that will have a "Moderate" to "Severe" erosion potential in a disturbed state. It is our opinion that soil erosion potential at this project site can be reduced through landscaping and surface water runoff control. Typically, erosion of exposed soils will be most noticeable during periods of rainfall and may be controlled by the use of normal temporary erosion control measures, such as silt fences, hay bales, mulching, control ditches and diversion trenches. The typical wet weather season, with regard to site grading, is from October 315` to April 1s`. Erosion control measures should be in place before the onset of wet weather. 6.3 Seismic Hazard We encountered medium dense to very dense soils at the project site. The overall subsurface profile corresponds to a Site Class D as defined by Chapter 20 of ASCE 7 (Table 20.3-1) and referenced in Table 1613.3.2 of the 2012 International Building Code (2012 IBC). A Site Class D applies to an overall profile consisting of medium dense/stiff to very dense/hard materials within the upper 100 feet. We referenced the U.S. Geological Survey (USGS) Earthquake Hazards Program Website (seismic calculator) to obtain values for SS, S1, Fa, and F,,. The USGS website includes the most updated published data on seismic conditions. The site specific seismic design parameters and adjusted maximum spectral response acceleration parameters are as follows: PGA (Peak Ground Acceleration, in percent of g) 32.13 (10% Probability of Exceedence in 50 years) 66.57 (2% Probability of Exceedence in 50 years) Ss 149.3% of g S, 51.40% of g FA 1.00 FV 1.50 Revised November 19, 2014 I Raryl Project No. 185750184 6 Tukwila, WA Geotechn ical Investigation Section 7: Slope Stability Analyses Additional seismic considerations include liquefaction potential and amplification of ground motions by sofifloose soil deposits. The liquefaction potential is highest for loose sand with a high groundwater table. The dense to very dense, glacially consolidated materials that underlie the site have a low potential for liquefaction. 7 SLOPE STABILITY ANALYSES The commercially available slope stability computer software Slope/W was used to evaluate the global stability of the slope system within the property and extending downslope to the west of the site, through a section of the topography (Figure 3). The slope stability was analyzed under static and seismic (pseudo -static method) conditions for existing conditions and with the proposed construction in place. The computer software (program) generates thousands of potential failure surfaces and calculates associated factors of safety and return with the most critical surface and factor of safety associated with it. Besides, we stipulate the potentially critical slip surfaces based on the engineers' experience. This software calculates the slope stability under seismic conditions using pseudo -static methods using a seismic coefficient. The stability of the described configuration was analyzed by comparing observed factors of safety to minimum values as set by standard geotechnical practice. A factor of safety of 1.0 is considered equilibrium and less than 1.0 is considered failure. A typical minimum factor of safety for global stability is 1.3 to 1.5 for static conditions and minimum 1.1 for seismic conditions. In accordance with typical jurisdictional requirements, including the City of Seattle Building Code, and USGS seismic data, we used a seismic coefficient of 0.2. The following estimated soil parameters were used in our analyses: Soil Description Unit Weight Cohesion Friction (pcf) (psf) (degrees) Medium Dense Undocumented 125 0 32 Fill (SP-SM) Dense to Very Dense Advance 125 0 36 Outwash Sand (SP) Very Stiff to Hard Silt (ML) 120 0 20 (Residual Strength along a potential Slide Plane- worst case) Slope Stability Analysis Results Generalized Critical Cross- Static Factor of Safety 0.2g Seismic Factor of Safety Section For Existing Conditions 1.906 1.100 Post- construction with Structural 2.285 1.144 Loads and Site Grading Revised November 19, 2014 ' Stanfac Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 8: Discussion The analyses indicate that the Factor of Safety (FS) for global slope stability is higher than the recommended minimums of 1.5 for static conditions and at or near the minimum recommended value of 1.1 for seismic conditions for the worst case scenario under generalized cross-section (Figure 4). We also analyzed the slope section through the detention/infiltration pond utilizing a relatively shallow groundwater regime to model the proposed infiltration systems at the site. A groundwater level of approximately 10 feet below grade, extending generally parallel to the slope face was used in our analysis. The results of these analyses are as follows: Slope Stability Analysis Results Generalized Critical Cross- Static Factor of Safety 0.2g Seismic Factor of Safety Section For Existing Conditions with 1.977 1.185 Groundwater Seepage The analyses indicate that the Factor of Safety (FS) for global slope stability is higher than the recommended minimums for static and seismic conditions. We conclude that the slope stability factors of safety for the construction east of the crest /scarp line are more than the required values. 8 DISCUSSION 8.1 General The site is located, in part, within an older landslide system as indicated by the mass wastage overprint found on the Geologic Map of Seattle. Based on the results of our investigation and review of available borehole data, geologic and landslide study information for the site area, it is our opinion that the risk for landslide activity is relatively low. The native subsurface soils are generally dense to very dense or hard, and we did not observe evidence of significant deep seated landslide activity in our borehole explorations. Furthermore, the presence of residences since 1916 in the area below the site and within the mass wastage area that do not appear to have been damaged from landslide activity, indicate that earth movements of significant magnitude are not ongoing. This does not preclude the risk for future earth movements; however, it indicates that the area has been stable for a relatively long period of time. Due to the proximate location of the older mass wastage deposits, we recommend that all structures be setback at least 20 feet to the east from the top of the slope/scarp and proposed parking lot areas be setback at least 10 feet to the east from the top of the slope/scarp. Figure 2 shows the location of the `top of slope' or scarp line along with the location of the proposed buildings. Figure 5 includes the provided site plan that indicates the same line along with the proposed buildings and pavements setback from the mass wastage area. Revised November 19, 2014 $ Stantec Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 9: Recommendations The results of the site investigation completed for the proposed development indicate that the site is underlain by medium dense to very dense advance outwash sands which are suitable for support of the proposed structures. At the time of this report, we have reviewed a site plan showing the building, stormwater facilities, concrete retaining walls, and certain utility locations along with setbacks from the top of slope/scarp line. We recommend that we review the final grading and building plans as well as project specifications prior to construction to verify that our recommendations are fully incorporated. Stormwater management will include infiltration of downspout and other surface waters that develop from impervious surfaces. It is our opinion that the volumes of stormwater will not significantly increase the likelihood of landslide activity within the site or adjacent areas. 9 RECOMMENDATIONS 9.1 Site Preparation Trees, shrubs and other vegetation should be removed prior to stripping of any surficial organic -rich soil. Based on our site observations and explorations, the depth of organic rich soils will be limited to the upper 12 to 18 inches. Any excavated topsoil materials will not be suitable as fill material within the proposed parking areas or building envelopes, but could be used as fill material in non - settlement sensitive areas such as landscaping. In these non -settlement sensitive areas, the fill should be placed in maximum 12 inch thick lifts that should be compacted to at least 90 percent of the modified proctor (ASTM D 1557 Test Method) maximum dry density. The fines content is generally low to moderate for the near surface soils that may be excavated as part of site development. We anticipate that these soils may only be suitable for use as structural fill during the dry, summer weather periods. All structural fill should be placed in maximum lift thicknesses of 12 inches and the material should be compacted to a minimum of 95 percent of the modified proctor maximum dry density, as determined by the ASTM D 1557 test method. Imported structural fill should consist of a sand and gravel mixture with a maximum grain size of 3 inches and less than 5 percent fines by weight. 9.2 Temporary Excavations Based on our understanding of the project, we anticipate that the grading will include local cuts on the order of approximately 8 feet for construction of concrete retaining walls (basement walls). For any temporary cuts that will extend deeper than 4 feet, the temporary excavations should be sloped no steeper than 1 H:1 V (Horizontal: Vertical) in the medium dense to very dense outwash deposits. If an excavation is subject to heavy vibration or surcharge loads, we recommend that the excavation be sloped no steeper than 1.5H:1 V where room permits. All temporary cuts should be in accordance with the Washington Administrative Code (WAC) Part N, Excavation, Trenching, and Shoring. The temporary slopes should be visually inspected daily by a qualified person during construction activities and the inspections should be documented in daily Revised November 19, 2014 I 9 Ranter Project No. 185750184 Tukwila, WA Geotechn ical Investigation Section 9: Recommendations reports. The contractor is responsible for maintaining the stability of the temporary cut slopes and reducing slope erosion during construction. The temporary cut slopes should be covered with visqueen to help reduce erosion during wet weather, and the slopes should be closely monitored until the permanent retaining systems or slope configurations are complete. Materials should not be stored or equipment operated within 10 feet of the top of any temporary cut slope. Soil conditions may not be completely known from the geotechnical investigation. In the case of temporary cuts, the existing soil conditions may not be completely revealed until the excavation work exposes the soil. Typically, as excavation work progresses the maximum inclination of the temporary slopes will need to be re-evaluated by the geotechnical engineer so that supplemental recommendations can be made. Soil and groundwater conditions can be highly variable. Scheduling for soil work will need to be adjustable, to deal with unanticipated conditions, so that the project can proceed and required deadlines can be met. If any variations or undesirable conditions are encountered during construction, Stantec should be notified so that supplemental recommendations can be made. if room constraints or groundwater conditions do not permit temporary slopes to be cut to the maximum angles allowed by the WAC, temporary shoring systems may be required. The contractor should be responsible for developing temporary shoring systems, if needed. We recommend that Stantec and the project structural engineer review temporary shoring designs prior to installation, to verify the suitability of the proposed systems. 9.3 Erosion and Sediment Control Erosion and sediment control (ESC) is used to reduce the transportation of eroded sediment to wetlands, streams, lakes, drainage systems, and adjacent properties. Erosion and sediment control measures should be implemented and these measures should be in general accordance with local regulations. At a minimum, the following basic recommendations should be incorporated into the design of the erosion and.sediment control features for the site: • Schedule the soil, foundation, utility, and other work requiring excavation or the disturbance of the site soils, to take place during the dry season (generally May through September). However, provided precautions are taken using Best Management Practices (BMP's), grading activities can be completed during the wet season (generally October through April). • All site work should be completed and stabilized as quickly as possible. • Additional perimeter erosion and sediment control features may be required to reduce the possibility of sediment entering the surface water. This may include additional silt fences, silt fences with a higher Apparent Opening Size (AOS), construction of a berm, or other filtration systems. o Any runoff generated by dewatering discharge should be treated through construction of a sediment trap if there is sufficient space. If space is limited other filtration methods will need to be incorporated. Revised November 19, 2014 10 Stantec Project No. 185750184 Tukwila, WA G eotechn ical Investigation Section 9: Recommendations 9.4 Foundation Design Due to the proximate location of the older landslide debris, known as mass wastage deposits, within the western portion of the site, we recommend that all structures be setback at least 20 feet to the east from the crest/top of the slope/scarp line as shown in Figure 2. It is our opinion that the 20 feet setback in conjunction with 5-foot deep foundations near the crest of the slope would effectively provide approximately 30-foot setback at the exterior foundation levels of the buildings. This effective setback will be adequate and the anticipated rate of slope retreat will not affect the structures within the design lives of the buildings (typically 75 years). The proposed buildings may be supported on strip or isolated footings bearing on medium dense or better native soils or on properly compacted structural fill per Section 9.1 of this report. For shallow foundation support, we recommend minimum widths of 18 and 24 inches, respectively, for continuous wall and isolated column footings supporting the proposed buildings. Provided that the footings are supported as recommended above, a net allowable bearing pressure of 2,500 pounds per square foot (psf) may be used for the foundation design. Depending on the proposed footing elevations, some re -compaction and/or overexcavation of loose weathered soils may be necessary during footing excavation work. Loose weathered native soils may extend up to 5 feet below existing grades. A 1/3 increase in the above value may be used for short duration loads, such as those imposed by wind and seismic events. Footing excavations should be inspected by Stantec to verify that the foundations will bear on suitable material. Exterior footings closest to the crest of the slope should have a minimum embedment depth of 60 inches and other general exterior footings should have a minimum embedment depth of 18 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. Interior footings should have a minimum depth of 12 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. If constructed as recommended, the total static foundation settlement is not expected to exceed 1 inch. Differential settlement, along a 25-foot exterior wall footing, or between adjoining column footings, should be less than 0.5 inches. Most settlement is expected to occur during construction, as the loads are applied. Resistance to lateral footing displacement can be determined using an allowable friction factor of 0.35 acting between the bases of foundations and the supporting subgrade. Lateral resistance for footings can also be developed using an allowable equivalent fluid passive pressure of 250 pounds per cubic foot (pcf) acting against the appropriate vertical footing faces (neglect the upper 12 inches below grade in exterior areas). The allowable friction factor and allowable equivalent fluid passive pressure values include a factor of safety of 1.5. The frictional and passive resistance of the soil may be combined without reduction in determining the total lateral resistance. A 113 increase in the above values may be used for short duration transient loads. Revised November 19, 2014 11 Stantec Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 9: Recommendations Continuous footing drains (with cleanouts) should be placed at the base of all footings around the exterior perimeter of every structure. The footing drains should consist of a minimum 4-inch diameter perforated pipe with perforations placed down and enveloped by a minimum 6 inches of pea gravel in all directions and filter fabric to reduce the migration of fines into the drainage zone. The footing drains should be tightlined away from the buildings and be connected to the stormwater system. 9.5 Retaining Walls The following table, titled Wall Design Criteria, presents the recommended soil related design parameters for retaining walls with level (horizontal) backfill/backslope. Contact Stantec if an alternate retaining wall system is used. Wall Design Criteria "At -rest" Conditions (Lateral Earth Pressure — EFD) 55 pcf (Equivalent Fluid Density) "Active" Conditions (Lateral Earth Pressure — EFD+) 35 pcf (Equivalent Fluid Density) Seismic Increase for "At -rest' Conditions (Lateral Earth Pressure) (Seismic coefficient=0.2)** 22H* (Uniform Distribution) Seismic Increase for "Active" Conditions (Lateral Earth Pressure) (Seismic coefficient=0.2)** 8H* (Uniform Distribution) Passive Earth Pressure on Low Side of Wail (Allowable, includes F.S. = 1.5) Neglect upper 2 feet, then 250 pcf EFD+ Soil -Footing Coefficient of Sliding Friction (Allowable; includes F.S. = 1.5) 0.35 �H is the height of the wall; Increase based on one in 2,500 year seismic event (2 percent probability of being exceeded in 50 years), + EFD — Equivalent Fluid Density, ** Seismic Coefficient is the same as in the slope stability analysis that is representative acceleration A,/g. Am. = 0.4g. The stated lateral earth pressures do not include the effects of hydrostatic pressure generated by water accumulation behind the retaining walls or loads imposed by construction equipment, foundations, earth backslope, rockeries above or roadways (surcharge loads). Uniform horizontal lateral active and at -rest pressures on the retaining wall from vertical surcharges behind the wall may be calculated using active and at -rest lateral earth pressure coefficients of 0.3 and 0.5, respectively. A soil unit weight of 125 pcf may be used to calculate vertical earth surcharges. To minimize the lateral earth pressure and prevent the buildup of water pressure against the walls, continuous footing drains (with cleanouts) should be provided at the bases of the walls. The footing drains should consist of a minimum 4-inch diameter perforated pipe, sloped to drain, with perforations placed down and enveloped by a minimum 6 inches of pea gravel in all directions and Revised November 19, 2014 ( $i12 santec Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 9: Recommendations filter fabric to prevent the migration of fines. If the walls are to be designed without drainage and/or are expected to be below the groundwater table, we recommend using a total lateral earth pressure (restrained) of 90 pcf for design. We recommend that the backfill be placed and compacted in accordance with the recommendations in Section 8.1 of this report. In place density tests should be performed during fill placement and compaction of backfill. 9.6 Slab -on -Grade If necessary, we recommend that the upper 1 to 2 feet of the existing subgrade be removed in loose soil areas underlying the building floor slab sections (if encountered). The over -excavated areas should be compacted and backfilled to the planned floor slab subgrade level with structural fill. Often, a vapor barrier is considered below concrete slab areas. However, the usage of a vapor barrier could result in curling of the concrete slab at joints. Floor covers sensitive to moisture typically requires the usage of a vapor barrier. A materials or structural engineer should be consulted regarding the detailing of the vapor barrier below concrete slabs. The American Concrete Institutes ACI 360R-06 Design of Slabs on Grade and ACI 302.1 R-04 Guide for Concrete Floor and Slab Construction are recommended references for vapor barrier selection and floor slab detailing. Slabs on grade may be designed using a coefficient of subgrade reaction of 200 pounds per cubic inch (pci) assuming the slab -on -grade base course is underlain by structural fill placed and compacted as outlined in Section 8.1. A perimeter drainage system is recommended unless interior slab areas are elevated a minimum of 12 inches above adjacent exterior grades. If installed, a perimeter drainage system should consist of a 4 inch diameter perforated drain pipe surrounded by a minimum 6 inches of drain rock wrapped in a non -woven geosynthetic filter fabric to reduce migration of soil particles into the drainage system. The perimeter drainage system should discharge by gravity flow to a suitable stormwater system. Exterior grades surrounding buildings should be sloped at a minimum of one percent to facilitate surface water flow away from these buildings and preferably with a relatively impermeable surface cover immediately adjacent to the buildings. 9.7 Infiltration Due to the remote location and difficult access to the explorations, we performed infiltration tests in accordance with the EPA Falling Head Test Method to determine suitable infiltration rates for the site soils. Our work was performed in general accordance with the guidelines in the 2009 King County Surface Water Design Manual. The soil infiltration rates based on field testing through the EPA Falling Head Test Method are presented in the following table. Revised November 19, 2014 13 Rantec Project No. 185750184 Tukwila, WA Geotechn ical Investigation Section 9: Recommendations Infiltration Rates Based On Field Testing and Verification Through Textural Analysis Observed Infiltration Test Depth Rate USDA Soil Classification Location (feet) inches/hour ( ) Based on Visual Classification No Factor of Safety HB-1 3 8 Sand H13-2 4 9 Sand The infiltration rates presented above are based on field testing with clear water and do not incorporate a factor of safety. Groundwater was not observed in the infiltration area. Groundwater exists near the elevations of 225 feet (King County iMAP) based on our site observations and exploration work, which is at least 70 feet below the recommended areas for infiltration. The soils encountered in the hand borings and borings within the property were homogenous and did not vary significantly. We anticipate a generally consistent infiltration rate from approximately 3 to 12 feet below the existing grades. There are many factors and issues that could reduce the long-term infiltration rate and adversely affect the performance of the infiltration system. These include overflowing of the system due to larger volumes of stormwater than anticipated or designed for, as well as siltation and general clogging of the infiltration soils due to impurities being dislodged and entering the system. Simplified Method is the one of the widely used methods in the 2009 King County Surface Water Design Manual to determine the long term infiltration rate is by applying multiple correction factors to the measured rate. The following equation accounts for various factors that affect infiltration: I design = I measured X Ftesting X Fgeomefry X Fpiugging Where, Ideslgn is the long-term design infiltration rate, Ftesting is the testing factor of safety, Fgeometryis the factor representing the geometric shape and configuration of the system and Fpi„ gging is the factor of safety for plugging, For the EPA test method, Ftesting = 0.30. Fpi„ gging = 0.9 for medium sands. Fgeomefry is determined by the equation Fgeomefry= 4 D/W + 0.05 and will be typically determined by the project civil engineer along with the final long-term design infiltration rate and overall system design. The equation yields intermediate infiltration rates ranging from 2,16 to 2.43 inches per hour, and an average rate of 2.3 inches per hour, prior to the application of the geometry factor of safety that should be applied to obtain the final long-term final infiltration rate. It is generally required to conduct the performance test on the actual facility to verify the adequacy particularly because of the design is based on the small-scale testing. We recommend that any infiltration facility be located in the southern portion of the site, near the existing road easements that would effectively facilitate the infiltration. It is our opinion that infiltration of downspout and pavement runoff will not significantly increase the likelihood of landslide activity and shallow sloughing within the property or adjacent areas. However, we should be Revised November 19, 2014 14 $tanttec Project No. 185750184 Tukwila, WA G eotechn ical Investigation Section 9: Recommendations provided with the final design plans prior to construction to verify that our recommendations are implemented as intended and conformance. During construction, field testing to verify infiltration rates should be performed. In order to alleviate potential concerns related to stormwater infiltration and its effect on local slope stability (sloughing and retreat), the slope extending below the proposed development could be monitored on a periodic basis by the geotechnical engineer for a period of up to 5 years. If issues arise during this period, specific mitigation recommendations could be proposed and implemented (such as quarry rock placement and compaction). 9.8 Utilities Utility trenches should be excavated according to accepted engineering practices following OSHA (Occupational Safety and Health Administration) standards, by a contractor experienced in such work. The contractor is responsible for the safety of open trenches. Traffic and vibration adjacent to trench walls should be reduced; cyclic wetting and drying of excavation side slopes should be avoided. Depending upon the location and depth of some utility trenches, groundwater flow into open excavations could be experienced, especially during or shortly following periods of precipitation. In general, sandy soils were encountered at shallow depths in the explorations at this site. At this site, these soils may have some apparent cohesion; however, these soils have a tendency to cave or slough in excavations. Shoring or sloping back trench sidewalls is required within these soils. All utility trench backfill should consist of imported structural fill or suitable on site soils (sand and gravel mixtures with less than 5 percent fines). Utility trench backfill placed in or adjacent to buildings and exterior slabs should be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. The upper 5 feet of utility trench backfill placed in pavement areas should be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. Below 5 feet, utility trench backfill in pavement areas should be compacted to at least 90 percent of the maximum dry density based on ASTM Test Method D1557. Pipe bedding should be in accordance with the pipe manufacturer's recommendations. The existing sewer line that extends generally north to south through the central portion of the site will be relocated east of the top of the slope and outside of the landslide/mass wastage area. Since the site is underlain by clean sands, we would expect any routine nominal leakage from the sewer lines to infiltrate into the subsurface outwash materials. There is no history of such events in the past at the site. A very rare catastrophic pipe failure may contribute to shallow sloughing; however, it is not cost-effective to mitigate for this very rare possibility along the entire alignment which already exists currently. As noted above, periodic monitoring of slope retreat and conditions by a geotechnical engineer would help to identify potential issues related to catastrophic pipe leakage. Mitigation will have to be addressed if such events to occur similar to addressing potential damages due to an earthquake. Revised November 19, 2014 I 15 $tantec Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 9: Recommendations 9.9 Groundwater Influence on Construction Groundwater was encountered in Borings B-1 at approximately 64 feet below the existing site grade at the date and time of this investigation. in general, we do not anticipate that groundwater will create issues with site development; however, there is a possibility that light amounts of groundwater may be encountered perched on less permeable soils within the site. If temporary dewatering systems to remove groundwater are used, their design should be the responsibility of the contractor. We should review any dewatering design prior to their use on site. 9.10 Pavement Design The near surface subgrade soils generally consist of poorly graded sand with variable amounts of gravel and silt. These soils are rated as good for pavement subgrade material. We estimate that the subgrade will have a California Bearing Ratio (CBR) value of 10 and a modulus of subgrade reaction value of k = 200 pci, provided the subgrade is prepared in general accordance with our recommendations. We recommend that at a minimum, 12 inches of the existing subgrade material be moisture conditioned (as necessary) and recompacted to prepare for the construction of pavement sections. Deeper levels of recompaction may be necessary in areas where existing utilities are, present (sewer line in central portion of the site). The subgrade should be compacted to at least 95 percent of the maximum dry density as determined by ASTM Test Method 131557. In place density tests should be performed to verify proper moisture content and adequate compaction. The recommended flexible and rigid pavement sections are based on design CBR and modulus of subgrade reaction (k) values that are achieved, only following proper subgrade preparation. It should be noted that subgrade soils that have relatively high silt contents may be highly sensitive to moisture conditions. The subgrade strength and performance characteristics of a silty subgrade material may be dramatically reduced if this material becomes wet. Based on our knowledge of the proposed project, we expect the traffic to range from light duty (passenger automobiles) to heavy duty (delivery trucks). The following tables show the recommended pavement sections for light duty and heavy duty use. ASPHALTIC CONCRETE (FLEXIBLE) PAVEMENT LIGHT DUTY Asphaltic Concrete Aggregate Base* Compacted Subgrade* ** 2.0 in. 6.0 in. 12.0 in. * 95% compaction based on ASTM Test Method D1557 **A proof roll may be performed in lieu of in place density tests Revised November 19, 2014 I 16 SttaFdec Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 10: Construction Field Reviews HEAVY DUTY Asphaltic Concrete Aggregate Base* Compacted Subgrade* ** 3.5 in. 6.0 in. 12.0 in. * 95% compaction based on ASTM Test Method D 155 7 A proof roll may be performed in lieu of in place density tests PORTLAND CEMENT CONCRETE (RIGID) PAVEMENT Min. PCC Depth Aggregate Base* Compacted Subgrade* ** 6.0 in, 6.0 in. 24.0 in. * 95% compaction based on ASTM Test Method D1557 ** A proof roll may be performed in lieu of in place density tests The asphaltic concrete depth in the flexible pavement tables should be a surface course type asphalt, such as Washington Department of Transportation (WSDOT) % inch HMA. The rigid pavement design is based on a Portland Cement Concrete (PCC) mix that has a 28 day compressive strength of 4,000 pounds per square inch (psi). The design is also based on a concrete flexural strength or modulus of rupture of 550 psi. Aggregate base should generally consist of 4 to 6 inches of WSDOT Base Course overlain by 2 inches of WSDOT Top Course (1-1/4" crushed and 5/8" crushed respectively). 10 CONSTRUCTION FIELD REVIEWS Stantec should be retained to provide part time field review during construction in order to verify that the soil conditions encountered are consistent with our design assumptions and that the intent of our recommendations is being met. This will require field and engineering review to: • Monitor and test structural fill placement and compaction • Verify footing drain placement ® Verify the soil bearing at foundation locations for the buildings Verify slab subgrade and capillary break material below slab -on -grade ® Inspection of roadway subgrade areas prior to fill placement ■ Inspection of proof -roll testing ■ Infiltration verification testing Revised November 19, 2014 17 $tantec Project No. 185750184 111 Tukwila, WA Geotechnical Investigation Section 11: Closure Geotechnical design services should also be anticipated during the subsequent final design phase to support the structural design and address specific issues arising during this phase. Field and engineering review services will also be required during the construction phase in order to provide a Final Letter for the project. 11 CLOSURE This report was prepared for the exclusive use of the Abbey Road Group and their appointed consultants. Any use of this report or the.material contained herein by third parties, or for other than the intended purpose, should first be approved in writing by Stantec. The recommendations contained in this report are based on assumed continuity of soils with those of our test holes, and assumed structural loads. Stantec should be provided with final architectural and structural drawings when they become available in order that we may review our design recommendations and advise of any revisions, if necessary. Use of this report is subject to the Statement of General Conditions provided in Appendix A. It is the responsibility of the Abbey Road Group who is identified as "the Client" within the Statement of General Conditions, and its agents to review the conditions and to notify Stantec should any of these not be satisfied. Respectfully submitted, Stantec Consulting Services, Inc. Phil Haberman, P.G., P.E.G. Senior Engineering Geologist PH/gs Original signed by, 01 �g°�'_ ��r �'441.t d. tl1 rg%,� Gopal A. Singam, P.E. Senior Geotechnical Engineer Revised November 19, 2014 18 Sun1ac Project No. 185750184 TuWla, WA Geotechnical Investigation Appendix A — Statement of General Conditions Statement of General Conditions One Team. Infinite Solutions. Tukwila, WA Geotechnical Investigation Appendix A — Statement of General Conditions STATEMENT OF GENERAL CONDITIONS USE OF THIS REPORT: This report has been prepared for the sole benefit of the Client or its agent and may not be used by any third party without the express written consent of Stantec Consulting Services, Inc. and the Client. Any use which a third party makes of this report is the responsibility of such third party. BASIS OF THE REPORT: The information, opinions, and/or recommendations made in this report are in accordance with Stantec Consulting Services, Inc.'s present understanding of the site specific project as described by the Client. The applicability of these is restricted to the site conditions encountered at the time of the investigation or study. If the proposed site specific project differs or is modified from what is described in this report or if the site conditions are altered, this report is no longer valid unless Stantec Consulting Services, Inc. is requested by the Client to review and revise the report to reflect the differing or modified project specifics and/or the altered site conditions. STANDARD OF CARE: Preparation of this report, and all associated work, was carried out in accordance with the normally accepted standard of care in the state of execution for the specific professional service provided to the Client. No other warranty is made. INTERPRETATION OF SITE CONDITIONS: Soil, rock, or other material descriptions, and statements regarding their condition, made in this report are based on site conditions encountered by Stantec Consulting Services, Inc. at the time of the work and at the specific testing and/or sampling locations. Classifications and statements of condition have been made in accordance with normally accepted practices which are judgmental in nature; no specific description should be considered exact, but rather reflective of the anticipated material behavior. Extrapolation of in situ conditions can only be made to some limited extent beyond the sampling or test points. The extent depends on variability of the soil, rock and groundwater conditions as influenced by geological processes, construction activity, and site use. VARYING OR UNEXPECTED CONDITIONS: Should any site or subsurface conditions be encountered that are different from those described in this report or encountered at the test locations, Stantec Consulting Services, Inc. must be notified immediately to assess if the varying or unexpected conditions are substantial and if reassessments of the report conclusions or recommendations are required. Stantec Consulting Services, Inc. will not be responsible to any party for damages incurred as a result of failing to notify Stantec Consulting Services, Inc. that differing site or sub -surface conditions are present upon becoming aware of such conditions. PLANNING, DESIGN, OR CONSTRUCTION: Development or design plans and specifications should be reviewed by Stantec Consulting Services, Inc., sufficiently ahead of initiating the next project stage (property acquisition, tender, construction, etc), to confirm that this report completely addresses the elaborated project specifics and that the contents of this report have been properly interpreted. Specialty quality assurance services (field observations and testing) during construction are a necessary part of the evaluation of sub -subsurface conditions and site preparation works. Site work relating to the recommendations included in this report should only be carried out in the presence of a qualified geotechnical engineer; Stantec Consulting Services, Inc. cannot be responsible for site work carried out without being present. One Team. Infinite Solutions. Tukwila, WA Geotechnical Investigation Appendix B — Figures: Site and Vicinity Maps Figures. Site and Vicinity Maps One Team. Infinite Solutions. III 5f H k i APProxirrppSt¢Upper Llmit--- I i of Alas AVastaso Deposits �.. p Z. l • l � c PonO _ �! t y ,%,, l `+ : `\ 44 -�, 5Unit Buildln B-2 CA Fro re dr t s Ad va 1e0 as \ H D¢poi B• 71.1 it Building / Aa If / /q' i i HB•1 B•1 Approximate Boring and Hand Boring Location •Approximate Geologic Contact Approximate East Limit of Mass Wastage Overprint A, �1 {- ec Note: Figure 5 ehovrs building setbacks from lop of slope A1--000 Cross Section Sta n L \(� N Approximate Graphic Scale (In Pert) t inch=5o frn _rr,s�ar�oo Residential Development 7trklvila,Washington 31TEi1iAP (F) April, 2014 FIGURE z Approx. than Wastage Limits Its Proposed Building .................. ................................................. 136 'a t AS. 35W 350' ..... V*I'e*a'[*h**o*r'e"d*'A'*d'v'a"n'co Outwash Med. Dense to Dense Sands Property B 1 Fill 300, ........................... ....................................................... ....................... ................................................................................ Ltne .......... .. ........................ 300, Unweathered Advance Oulwash Very Dense Sand. 260 . ....................................................................................................................................... ......... ................................................... .................. 6 .................................. 250 rox. GroundwaterTable 49th Ave. S. APp ------- 20D. ................................................................................................................ 6 ................................................................................................................................................ 200' Pre -Fraser Deposits Hard Bill ISO, ................................. ............................................................................................................................................................. .................................. ISO, Approximate Qqhfe Scale 3- fs Ira - 6o k a 11130NE33FdPI"Wh20s Residential Development Tu 4 7 k%vila, Washington CROSS W5) sq-9443 SECTION ON April, (42531369-,*(F��) April 2o14 FIGURE 3 stop.4laamry •4.nvne conmuons )snuc) 1308 Sbp. SUVIlty-vnp—d Co .Tom(S1ane) 7105 Slop. 4hE64y Ra.uRf •propa.aO Coodtlem(4a'sMe0.0y) i.iN k Not to Scale LL trf lvuys= f 3400TI0Y N �WAA n STORM & REC SPACE 11-i3o NE 33rd Place, Suite 200 Bellevue,WA98004 (425) 869-9448 Stantec (425) 869-1190 (Fax) wwwstantee-corn in 101 OIL,- - — ------ 2&R 7A j, J 4 Residential Development Tukwila, Washington April, 2014 N A SITE LAYOUT FIGURE 5 0 O iq Z� 0 g 0 rn uollenai3 gip.. ..-. S. 1 1 F � $ f 1 1 � ' - 1 M . lf3�r ^_ sea Sam m t g o$ R s v v� UORIM13 Tukwila, WA Geotechnical Investigation Appendix C — Borehole Log Records" Borehole Log Records One Team. Infinite Solutions. PROJECT: Monarch Short Plat WELL/PROBEHOLEI BOREHOLE NO;IV. \ LOCATION:10wile, WA 4 Stantec B°'�. PROJECMUMBER:18060184 _ PAGE 1 OF 1. DRILLING / INSTALLATION: NORTHING (tl): EASTING (fl): STARTED 12/24/13 COMPLETED: 12124113 LAT: LONG: GROUND ELEV (it): 290 TOO ELEV (Il): DRILLING COMPANY: Davis INITIAL DTW (h): 64 WELL DEPTH (fl): ••• DRILLING EQUIPMENT: Limited ACCOSS STATIC DTW (0): Not Encountered BOREHOLE DEPTH (n):76.6 DRILLING METHOD: HSA WELL CASING DIA. (in): m• BOREHOLE DIA. (In):8 SAMPLING EQUIPMENT: Split Spoon LOIGED BY: PH CHFCKED BY; GS ' Oescriptlon J5 Sample ID 1y S - 'TopsoiWoyeto(ion " � 2.. 3 fir. P Medium dense. fne (o medium grained saWCflh vace prove1 and 0 slit, yellowish brown to grayloh brown, molsl. (Advance OuWash) 6•- 5 8 10 10- 14 15 10• - 13 - SN SP; Very dense, tine to medium grelnedsend wlih local graJels, grsyl8h - 15 •- brown to olive gray, moist to wel. (Advance Outwash) 14 26 15- 32 20- 24 38 20- 40 25 44 50 25., 60+ 30 - 46 50 30 - 50+ 35- 35- 4- 0 47 50 40- x ` 45- 45.. i SO.- 50 60- ' i X ' 55- i 55- 60- 36 44 60- ' r 60+ I j 65- tpL` AFL; �ry stitfto herd, silt with varlablo omounte o�sendand clay, 85 i greyish brown to olive gray, moist. (Pre -Fraser Deposlis) 48 60+ 75 l 45 50 75 i i e x __ Doraholo term nnled at 76.5 feet. - PROJECT. Monarch Short Plat WELL /PROBEHOLEIBOREHOLE NO: LOCATION Tukwila, WA � Stalltec PROJECLNUfA8ER;18f �G0184 _ _ _ B-2 PAGE 1 _ DRILLING I INSTALLATION: NORTHING (ti): EASTING (ft); STARTED 12124/13 COMPLETED: 12/24/13 LAT: LONG: GROUND ELEV (n):332 TOC ELEV (ft): DRILLING COMPANY: Davies INITIAL DTW (11): Not Encountered WELL DEPTH (it):... DRILLING EQUIPMENT: Limited Access STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (A):31.6 DRILLING METHOD: HSA WELL CASING DIA. (In): --• BOREHOLE DIA. Qn): 8 SAMPLING EOUIPMENT:Split S 6011 LOGOgg 'Y:PH C G KC0AY:GS 6 Description Sample ID ^' z f SP-SM: Medium dense, tine to medium grained sand with siRl and gravel, 4 SP., Ski yellowish brown, moist, (Fill) 5 6 6 7 5= — 7 9 SA 910 Medium dense, fine fo medium graGea sand with race grovel, 10 yellowish brown to grayish brown, moist. (Advance Outwash) 9 10- 12 14 15- 20 15 _ $P _ SP; Dense to very dense, fine fo medium graTried sencTwTlh trace graver 24 23 grayish brown, moist, (Advance Outwash) 20- 25 20 27 30 25- — 33 25- 40 50 30• 36 30- 50 ---- BoroTioi'alarminatodo13t;51eet. 50+ PROJECT: Monarch Short Plat LOCATION: TukW a, WA MQJCPT,NUMBER: 18 TfL(k1 Q .. DRILLING 1 INSTALLATION: STARTED 12124M COMPLETED: 12/24/13 DRILLING COMPANY: StanteC DRILLING EQUIPMENT: Hand Augem g DRILLING METHOD: Hand Auger SAMPLING EQUIPMENT: Grab WELL 1 PROSEHOLE I BOREHOLE NO: (t Stantec _ _ H®�� PAGE NORTHING (ft): EASTING (ft): LAT: LONG: GROUND ELEV (n):321 TOC ELEV (It): INITIAL DTW (a): Not Encountered WELL DEPTH (h):... STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (ft):7.0 WELL CASING DIA. (In): ••. BOREHOLE DIA. Qn):3 .OGLED nY: CI-IECKEO : GS Description Samlple IDDillme 02 .3 11 Vegetntlonffipsv)I SO S'P Loose (o madi'um dense, fine to mealum grained send wlih (race gravel end slit, yellowish brown to grayish brown, moist. 5 � 5 5 5 d "n M i 6ofo ole tcfmlnnled et 7 fait. c L PROJECT: Monarch Short Plat LOCATION: Tukwila, WA _ PROJECT NUMBER_18678018A_ DRILLING I INSTALLATION: STARTED 12124113 COMPLETED:/2/24113 DRILLING COMPANY: Starlt8C DRILLING EQUIPMENT: Hared Augers ® DRILLING METHOD: Hand Auger SAMPLING EQUIPMENT: Grab WELL I PROBEHOLE I BOREHOLE NO: p (3 $tantec HL7"ZPAGG 1 OF_I NORTHING (it): EASTING (ft): LAT: LONG: GROUND ELEV (fly 328 TOC ELEV (11): INITIAL DTW (fl): Not Encountered WELL DEPTH (ft): -•- STATIC DTW (it): Not Encountered BOREHOLE DEPTH (fl): 8.0 WELL CASING DIA. (in): --- BOREHOLE DIA. (In): 3 LOGGED BY: PH CHECKED BY: GS a Description Time Sample ID o. r a -80 Loose to merlllum dense, floe to medium grelried sand wllhtrees — gravel and slit, yellowish brown to grayish brown, moist. V 5- i 5- eorenore rermmatca eves reef. PROJECT: onanch Short Plat LOCATION: Tukwlla, WA PROJECT NUMBER:186760184_ __- WELL I PROBEHOLE I BOREHOLE NO:/t1 4 Sta nteC _ HB-3 PAGE 1 OF t NORTHING (ft): EASTING (ft DRILLING I INSTALLATION: STARTED 12124/13 COMPLETED: 12124/13 DRILLING COMPANY: Stantee DRILLING EQUIPMENT: Hand Augers DRILLING METHOD: Hand Auger SAMPLING EQUIPMENT: Grab LAT.' LONG: GROUND ELEV (ft):328 TOC ELEV (ft): INITIAL DTW (11): Not Encountered WELL DEPTH (ft): -•- STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (ft): 6.0 WELL CASING DIA. (In): ••• BOREHOLE DIA. (In): 3 LOGGED BY: PH CHECKED BY: G3 S' 33 Description Time Sample IDJr- fl , H - - -- Vegemoonri-opsoii �~ ---- - _ •,— -- — — -- — -srP `�P; Loose�o mo�Um dense, floe to me�lum grained Sena w1Qi Cece gravel and silt, yellowish brown to grayish brown, mols1, Borehoteteiminated•et®feel.'' '_ -_._ .�_.._�_.__A.._-.__ _ PROJECT: Monarch Short Plat LOCATION: Tukwila, WA PROJECTNUMBER:1857601EL . __. _ DRILLING! INSTALLATION: STARTED 12124/13 COMPLETED: 12/24/13 DRILLING COMPANY: Stantac DRILLING EQUIPMENT: Hared Augers DRILLING METHOD: Hand Auger SAMPUWG EQUIPMENT: Grab WELL / PROBEHOLE IOOREHOLE NO:f � �� eC HB-4 PAGE 1 OF 1 {�J� NORTHING (ft)-. EASTING LAT: LONG: GROUND ELEV (it): 323 TOC ELEV (ft): INITIAL DTW (ti): Not Encountered WELL DEPTH (ft): �- STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (fl): 6.0 WELL CASING D1A. (In): --- BOREHOLE DIA, (in): 3 LOGGED BY: PH CHECKED BY: GS Description Sample ID a o SP S -Loose to medium dense, fine to medium grained send with trace gravel and alit, yellowish brown to grayish brown, moist. 5- z I 5- Borehole Ierminaletl et a teat. PROJECT: Monarch Short Plot LOCATION: Tukwila, WA PROJECT NUMBER:1867G0184 _� T____ .. .— DRILLING I INSTALLATION: WELL I PROBEHOLE I BOREHOLE NO: �� p HB-5 PAGE NORTHING (ft): EASTING (ft STARTED 12124/13 COMPLETED: 12/24/13 LAT. LONG: DRILLING COMPANY: Stant®C GROUND ELEV (ft):317 TOC ELEV (fl): DRILLING EQUIPMENT: Henri Aug®rB INITIAL DTW (R): Not Encountered WELL DEPTH (h): STATIC DTW (tt): Not Encountered BOREHOLE DEPTH (rt):7.0 DRILLING METHOD: Hand Auger WELL CASING DIA, (In): -.• BOREHOLE DIA. (In): 3 SAMPLING EQUiPMENT:Graf) LOGGED BY; PC ECKEDBY Gs E c I Description Time Sample ID = g o a DCm SP SP Loose to medium dense, fine to medium grained sand wllh heee i I gravel and sill, yellowish brown to grayish brown, moist. I i crtiZ Borehole 1erminated•a17 fe-R- __ Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information EAST -WEST TOWNHOMES - UNIT'A' HIGH COUNTRY HOMES, LLC XXXX 51 ST AVE S 424 29TH ST NE TUKWILA, WA PUYALLUP, WA 98373 253-840-5660 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. r" � 1, C:3 Authorized Representative All Climate Zones R-Value' U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb.e n/a n/a Ceiling 49i 0.026 Wood Frame Wall9-kl 21 int 0.056 Mass Wall R-Value' 21/21" 0.056 Floor 309 0.029 Below Grade Wall°-k 10/15/21 int + TB 0.042 Slab R-Value & Depth 10, 2 ft n/a `Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Date REVIEWEp FOR CODE COMPLIANCE APPROVED SEP 12 2016 AD I of �/ ila BUILD NG DIVISION Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑ 1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. El 2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. ❑ 3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. ❑ 4. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope 1a 0.5 1b Efficient Building Envelope lb 1.0 1c Efficient Building Envelope 1c 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions �*1200 kwh RECEIVED CITY OF TUKWILA JUN 1 1 2015 PERMIT CENTER 1.5 0.0 1.50 http://www.energy.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.pdf 1) 1'Vt*1- 10116 A. For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm -humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. ' The second R-value applies when more than half the insulation is on the interior of the mass wall. ' For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Window, Skylight and Door Schedule Project Information Contact Information EAST -WEST TOWNHOMES - UNIT'A' HIGH COUNTRY HOMES, LLC XXXX 51 ST AVE S 424 29TH ST NE TUKWILA, WA PUYALLUP, WA 98373 253-840-5660 Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component uescription rtet. u-factor MAIN LEVEL SGD WSEC 0.30 ENTRY DR 0.60 GARAGE ENTRY 0.60 SECOND LEVEL LR WDW 0.30 STORE DR 10.30 STUDY WDW 0.30 PWDR 0.30 THIRD LEVEL BDRM WDW 0.30 BATH 0.30 MSTR BED 10.30 MSTR BED 10.30 Width Height Qt. Feet inch Feet Inch Width Height Qt. Feet inch Feet inch 1E©EMO M©EMN MMEME MMEME M©EMN MMM©E MMEMN 1EME©O MMEME MMEME MMEME MMEME MMEME EIMEMO MENOME EIMEMO MMEME MMEME MMEME EIMEMO MENOME MMEME MMEMN MMEME MMEME EIMEMO MMEME MMEME MMOME MMEME MMEME MM■ME, MMEME Area UA MS MON, Area UA .r mom, $1 mom# M MEW m #o M8 met M8 momM mom, mmee M „ MH „ , ,, .-% Overhead Glazing (Skylights) Component Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Ket. u-tactor Width Height Qt. Feet Inch Feet Inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) 267.81 92.25 0.34 Area UA 267.81 92.25 IV Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information EAST -WEST TOWNHOMES - UNIT'A' 1HIGH COUNTRY HOMES, LLC XXXX 51ST AVE S 1424 29TH ST NE TUKWILA, WA 1PUYALLUP, WA 98373 253-840-5660 Heating Svstem Tvpe: O All Other systems O Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions -- - -, - Design Temperature Difference (AT) J Tukwila a = Indoor (70 degrees) - Outdoor Design Temp r Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1,997 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 10.0 19,970 Glazing and Doors U-Factor X Area = UA Instructions 0.30 268 80.34 Skylights U-Factor X Area = UA Instructions 0.50 — Insulation Attic U-Factor X Area = UA Instructions _..... : ..._.. 0.026 870 22.62 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions _ _.. Select R Value _.., � No selection — Above Grade Walls (see Figure n U-Factor X Area UA Instructions R-21lntermediate .I 0.056 F 3,894 218.06 Floors U-Factor X Area UA Instructions _. R30 I 0.029 390 11.31 Below Grade Walls (see Figure 1) U-Factor X Area UA Instructions Select R value _._. � NO selection — Slab Below Grade (see Fiaure n F-Factor X Length UA Instructions _ _ ...._.,._ Select _ _ No selection — conditioning arsiwsr rArtl1�116r Slab on Grade (see Fiorrre 1) F-Factor X Length UA Instructions R 10 Perimeter — 0.540 90 48.60 Location of Ducts Instructions Conditioned Space Duct Leakage Coefficient 1.00 Sum of UA 380.93 Figure 1. Above Grade 46 Envelope Heat Load 17,523 Btu/Hour Sum of UAX AT Air Leakage Heat Load 9,921 Btu / Hour VolumeX 0.6XATX.018 Building Design Heat Load 27,444 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 27,444 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X i Maximum Heat Equipment Output 38,422 Btu / Hour Budding and Duct Heat Lass X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07101113) r1L12 STRUCTURAL CALCULATIONS FOR THE EAST -WEST 5-UNIT TOWNHOMES PROJECT FREVIEWEDFOR E COMPLIANCE February 14, 2015 APPROVED Job No.: 15-014 Location: S Hazel ST @ 51 st Avenue S Tukwila, Washington Copyright 2015, SEGA Engineers SEP 12�20116 �J. Ci oI Tukwila BUILD G DIVISION t I S*4 %a, C) 1 43 (0 RECEIVED CITY OF TUKWILA JUN 1 1 2015 SEGA Engineers/ PERMIT CENTER /Structural & Civil Consulting Engineers 22939 SE 292°d PL (360) 886-1017 Black Diamond, WA 98010 -�q�q / y STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, framing and foundation design, and construction drawings for a three- story wood framed 5-unit residence. The roof framing is manufactured trusses, the floor framing is wood 1-joists, and the foundation is typical concrete strip footings with a slab on grade. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE/SE SEGA Engineers SEGA Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Design Criteria International Building Code (IBC), 2012 LOADS Roof DL 15 psf LL 25 psf Floor DL 15 psf LL 40 psf Wind Risk Category II Design Wind Speed 110 mph Kzt 1.38 Exposure B Seismic Design Category D SDs 0.99 Response Factor 6.5 CS= 0.152 Importance Factor 1.00 Soil Allowable Bearing 2,500 psf Mit) Project East-West Townhomes Job No. 15-014 By: GAT Checked Date:02/01/15 Sht 1 (Lat. = 47.50, Long. = 122.27) SEGA En ine rs Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 LOADS ROOF DL ILL FLOOR DL ILL DECKS DL LL WALLS DL Project East-West Townhomes Job No. 15-014 By: GAT Checked Date:02/17/15 Sht 2 Roofing (Comp) 3.5 psf '/2" OSB 1.8 2 x @ 24" 3.5 Insulation 1.1 5/8" GWB 2.8 Misc. 1.5 14.2 psf Snow, Pf 25 psf (115% Load Duration) Reduction, Cs 0.00 (Ct = 1.1, other surfaces) 6/12 pitch = 27 deg Total Roof Load 39.2 psf Flooring 0.5 psf 3/4' Plywood 2.3 11 7/8 TJI @ 16" oc 3.3 5/8' GWB 2.8 Misc. 1.5 10.4 psf Residential 40 psf Total Floor Load 50.4 psf 2 x Decking 4.3 psf 2x10@16"oc 2.8 Misc 1.5 8.6 Residential 40 psf Total Deck Load 48.6 psf Siding 3.5 1/2" Plywood 1.5 psf 2x6@16"oc 1.7 Insul 0.6 1/2" GWB 2.2 9.5 psf Copyright 2015, SEGA Engineers y SEGA Engineers J PROJECT EAST T Structural & Civil Consulting Engineers JOB NO. �S - oFIGURED BY C,—A--F 22939 SE 292nd Place z! Black Diamond, Washington 98010 CHECKED BY DATE �0 ij S- SHEET 3 OF (360) 886-1017 lu S r( �2 G�/1�'u� t� w,ra i1 l 3') z Y VL. �-- 0 14sL o,3 4w klv kit, C/C- /D� M C 1�1�,� Z s Loll 'x � } L VL T r4o _ Z, k � � �,� ✓sue �'' �z � �.,� 1 3 v - 2` SEGA Engineers / PROJECT vi Sl tructural & Civil Consulting Engineers JOB NO. t j _ p J4 FIGURED BY 1� 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE � � SHEETL OF (360) 886-1017 .... +� ut-`+ R (.T �f4- Z ends r �� Pith = Z�� i��j�jF� ` ('� 2— 7A-�-l)le. /3��"'" LVL 4- a fi✓ (� iZ>C 5 Sl�� 7— ZC4�l 1� �� Z �✓1�-� ��) z" Z,, rr t� s,� 31 -7-11'lw Z�c V��vzs�� IL %Z,ANF1Z �31��CK•g �A- w�,��l) rM W 2 7, )'1- (3,5f+)(I,gr�� Ok Copyright 2015, SEGA Engineers SEGA En inee s PROJECT S�uctural & Civil Consulting Engineers �T JOB NO. /_p f FIGURED BY ( 4T 22939 5E-292nd Place S Black Diamond, Washington 98010 CHECKED BX DATE '" j SHEET OF (360) 886-1017 �, 1>L SEDg- T" 04 �+ G j 3 �� •�I+ t �.� J �.. ll.p.. _kq a. _ -) i_7_ti 7izANS Z j C avertW6o r-y Ill - L4 N 1T l3 P Pj l„ t. 4'F) C2r f) —C 51VIA s `1'�.ptpIt /' Ili 7 sit. 4-1S -4- /�M 4Avrr - C111k FLU✓. z Ir J� V.= _f zr .Co._Z r(D► = .. = ._---------- Copyright 2015, SEGA Engineers 40, m< SEGA Engineers PROJECT VJ �uctural & Civil Consulting Engineers -��Tf K N t T JOB NO. FIGURED BYyl 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATEL/ t � }/ SHEET rq OF (360) 886-1017 Ftoat. L NTT Awt t o op Lr-+ CssPjc c 14 -0, Y ,� 0 1 "1" ) Li 'l c- 7Loo Ri o" Irl A I a L / 1- 5� (0 10 IL Igo �� 7Z s k g, err 1L,4 .� / Copyright 2015, SEGA Engineers SEGA Engineers Project East-West Townhomes Structural & Civil Consulting Engineers Job No. 15-014 By: GAT 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Checked Date: 02/01/15 Sht 7 LATERAL LOADS - 5-Unit SEISMIC Seismic Base Shear, V = Cs W Eq. 12.8-1 where, Sos = 0.99 SS = 1.49 R = 6.5 Table 12.2-1 Ie = 1.00 Table 1.5-2 Cs = 0.153 Eq. 12.8-2 W = Seismic Weight For W: Wroot= (96ft) (47ft) (16psf) + (2) (96ft+ 47ft) (5.0ft.) (9.5psf) = 86kips Wfloor = (94 ft) (47ft) (17 psf) + (2) (96ft+ 47ft) (10.0 ft) (9.5 psf) = 102 kips Weoor= (96ft) (47ft) (17psf)+ (2) (96ft+ 47ft) (9.5ft) (9.5psf) = 103kips W total = 291 kips Design Base Shear, V = ( .153 ) (291 kip ) = 44.4 kip E = (1.00) (44 kip) - 31.7 kip 1.4 - WIND Design Wind Pressure, P5 = N Kzt Ps30 where, T,= 1.00 0-15ft = 1.00 20 ft = 1.00 25 ft = 1.00 30 ft = 1.05 35 ft = 1.09 40 ft Ke = 1.38 Pao = 17.7 psf Po.15 = (1.00) (1.38) (17.7 psf) P20 = (1.00) (1.38) (17.7 psf) P25 = (1.00) (1.38) (17.7 psf) P30 = (1.00) (1.38) (17.7 psf) P35 = (1.05) (1.38) (17.7 psf) Pao = (1.09) (1.38) (17.7 psf) Design Base Shear: (Wind) Eq. 28.6-1, Sect. 28.6.3 Exposure B Figure 28.6-1 Section 26.8 110 mph Figure 28.6-1 (ASD) = 24.43 psf (x 0.6 = 14.66 psf) = 24.43 psf (x 0.6 = 14.66 psf) = 24.43 psf (x 0.6 = 14.66 psf) = 24.43 psf (x 0.6 = 14.66 psf) = 25.65 psf (x 0.6 = 15.39 psf) = 26.62 psf (x 0.6 = 15.97 psf) Vrm = (96ft) (10 ft) (24.4 psf) + (96ft) (5ft) (24.4 psf) + (96ft) (5ft) (24.4 psf) + (96ft) (5ft) (24.4 psf) + (96ft) (5ft) (25.6 psf) + (80 ft) (2 ft) (26.6 psf) =70.9 x 0.6 = 42.6 kips Ves = ( 49 ft) (10 ft) (24.4 psf) + (49ft) (5ft) (24.4 psf) + (49ft) (5ft) (24.4 psf) + (49ft) (5ft) (24.4psf) + (38 ft) (5ft) (25.6 psf) + (10 ft) (2 ft) (26.6 psf) =34.8 x 0.6 = 20.9 kips Therefore, Wind Loads Govern for Lateral Design - Front/Back Seismic Loads Govern for Lateral Design - Side/Side Copyright 2015, SEGA Engineers SEGA Engineers —/ Structural & Civil Consulting Engineers Project East-West Townhomes Job No. 15-014 By: GAT 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Checked Date: 02/01 /15 Sht. LATERAL LOADS - 5 Unit - (cont'd) Distribute Seismic Loads Over Height Maximum Base Shear, V = 31.7 k Fx = w, V (12.14-12) W Froof = ( 85.8 ) ( 31.7 k) = 9.4 kip (290.6) Fwor = ( 102.3 ) ( 31.7 k) = 11.2 kip (290.6) Ffloor = (102.5 ) ( 31.7 k) = 11.2 kip (290.6) Fx = 31.7 kip Copyright 2010, SEGA Engineers SEGA Engineers PROJEcr Structural & Civil Consulting Engineers 1 T" 22939 SE 292nd Place JOB NO. FIGURED BY 41 Black Diamond, Washington 98010 CHECKED BY DATFy'%( SHEET OF (360) 886-1017 Copyright 2015, SEGA Engineers SEGA. Engineers PROJECT i/ij�Sl Structural & Civil Consulting Engineers JOB NO. �.—�' FIGURED BY 2939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DMA/'�1- SHEEVp OF (360) 886-1017 Poor- 1 73, 0Itr �3 r, Est �r(V tv U tr t , r.f c M615 Copyright 2015, SEGA Engineers SEGA Engineers PROJECT uctural & Civil Consulting Engineers JOB NO. FIGURED BYT 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE07/1*1� l- SHEETV OF (360) 886-1017 44 ----- - , )-- I } 4"�,q I q I ` 3-Z,Sp '. z,SIt.i11'� -7 r tat 1-10dMilf-I)t -�4v SnIV3►4 4^ Copyright 2015, SEGA Engineers SEGA Engineers / PROJECT 6 Structural & Civil Consulting Engineers �'�" r f sr s" N /" t JOB NO. S' =O 14 FIGURED BY �— - 22939 SE 292nd Place / Black Diamond, Washington 98010 CHECKED BY DAT?- f dl j 3o SHEET) L OF (360)886-1017 I 7 _.....� ri 2 11 j F� Cra�i �� r �� D17-- � x L _G s �� fizz 4 BE Copyright 2015, SEGA Engineers 0 SEGA Engineers J PROJECT Structural & Civil Consulting Engineers G 7. —WgST 4m IT JOB NO. / S�� . FIGURED BY Cj i4T 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE y, SHEET /3 OF (360) 886-1017 S 7 Al S�tMet— W41 Ul, ; 1 S 9 k �.- A5V art r� Sw5�3t$x`1 r�'. �Iu1ib Copyright 2015, SEGA Engineers S EGA Engineers PROJECT Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 08010 JOB NO. (360) 886-1017 • FAX 886-1016 CHECKED BY SWEAR WALL KEY PLAN �I El ID 6J ED U (UPPER) c EAST -WEST 5-unit 15-014 FIGURED BY CHAT DATE 02/14/15 SHEET 14 OF 14 12 El 5 SHEAR WALL SCHEDULE Mark Minimum Sheathing 1 Sheathing Nailing 1 Anchor Bolts 2 Remarks (4) p'/2" OSB 8d @ 6" o.c. 5/8' @ 60" o.c. Qaj, = 230 plf or CDX BD '/2' OSB 8d @ 4" o.c. 5/8' @ 32" o.c. Q= 350 plf or CDX ✓✓ '/2' OSB 8d @ 3" o.c. 5/8" @ 16" o.c. Q= 450 plf or CDX Use minimum 3x studs at abutting panel edges and stagger edge nailing. D� 1/2" OSB 8d @ 2" o.c. 3/4" @ 16" o.c. %11= 600 plf or CDX Use minimum 3x studs at all panel edges and stagger edge nailing. Notes: 1) All walls designated " C " are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.9.1. 2) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5" from each end of each piece. Embed bolts a minimum of 7" into concrete. Use minimum 3" x 3" x'/4" galvanized plate washer for each anchor bolt. 3) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 4) Allowable loads are permitted to be increased by 40% for wind design in accordance with IBC Section 2306.3. A EAST -WEST TOWNHOMES Wk&4 -JREVIS'U 2ST14 ST NE* No changes shall hn Ft rn-de to the scope I r' Plan i, subject to errOrs and of work %Aithc;.--, pric approval Tkj1wAA til,3 Bui'ding D.Vsion Approval of r,0rj6:,., I POT:. '1^, s will wquiro a rp,.i plan submittal the violation of ally adopted code or ordi C,. m;./inA, 9,1,dd; iakv fecs nancc. F�je-r, Of approved Reld Copy and condiij'on,3 is ackncivad:- Date: 2-/2-7 h -n PROVIDE APPROVED CAPILLARY BREAK 4 SEAL AT PT MUDSILL -2X2 MAX PT NAILER BETWEEN SLAB 4 FTC, R-10 RIGID INSULATION TYP * INTERIOR STEM WALLS- RIGID INSULATION 24, MIN MELOW GRADE OR TO TOP OF FOOTING, U41CMVER 16 LESS L!3 P lumbing Gas Piping 01,4j 041 T EVISIQN NO:L I ,EVIEWED FC DE COMPLIX APPROVED FEB 2 4 2017 VJ OL la 390 REGISTERED UJALL FRAim 2x P.T. KATE SEE mR PLAN FOR WALL LOCATIONS City Of Tukwila BUILDING DIVISION PROVIDE APPROVED CAPILLARY BMW. 4 SEAL AT PT MILIPSILL -2X2 MAX PT NAILER W-MEN SLAB 4 FTC, R-10 RIGID INSULATION TYP * INTERIOR STEM WALLS- ROD INSULATION 24" MIN BELOW GRADE OR TO TOP OL) FOOTING, W141041EVER. Is LESS %NW kWILA FEB 2 3 2017 PERMIT CENTER 4 6 -MDP CONSULTING R Kk ATE 01 WASIINGTOI l commercial -ARCHITECTURE- residential offim P.O. BOX W SUMMM WA, %M vaco/18 1 11 M. M) M-1m BUILDING DIVI .rt City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director December 27, 2016 Filipp Kapustin JK Monarch PO Box 188 Puyallup, WA 98371 RE: Request for Application Extension #3 East—West Townhomes — Lot 2 — 5034 S 109th Ct Dear Mr. Kapustin, This letter is in response to your written request for reinstatement and extension to expired permit application number D15-0136. The Building Official has reviewed your letter and considered your request to reinstate and extend the above referenced application. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 180 days, through June 11, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit D15-0136 WAPernnit CenteiVxtension Letters\Applications\2015\D15-0136 App Extension Letter #3.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Bill Rambo From: Jerry Hight Sent: Thursday, December 22, 2016 3:08 PM To: Bill Rambo Subject: FW: Tukwila East West Townhomes D15-0135 - D15-0142 0 F-e 0 M �+5 Jerry E Hight MCP Mva Building Official I City of Tukwila 6300 Southcenter BLVD, Suite-100 I Tukwila, WA 98188 T: 206/431-3675 1 F: 206/431-3665 Jerry.HightQTukwilaWA.gov I http://www.TukwilaWA.gov 57 The City of opportunity, the community of choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: Filipp Kapustin [mailto:Filipp@jkmonarch.com] ` Sent: Thursday, December 22, 2016 2:29 PM To: Jerry Hight <Jerry.Hight@TukwilaWA.gov> Subject: Tukwila East West Townhomes D15-0135 - D15-0142 Good Afternoon Jerry, My name is Filipp Kapustin from JK Monarch, and I am reaching out to you regarding the East West Townhomes Project. The Final plat is rded tomorrow, but since we had a few setbacks with this plat our building permits expired last wee 12/11/16 a we were unable to extend them. I know Bill has forwarded you our request to get the building eased but I would like to reach out to you directly and see if there is any way we can avoid a full review process to get these permits released. I appreciate your consideration! Have a good day. Thanks, ' Re uest for Filipp Kapustin Project Manager Cell: 253-722-4864 Office: 253-840-566o Fax: 253-840-3350 Po Box 188 Puyallup, WA 98371 ,- q / Current Expiration Dat : 1 f1 Extension Request: Approved for by days ❑ Denied (provide explanation) JSignature/Initials JK MONARC14 FIN L 1.1 0 - f 1_ S RECEIVED CITY OF TUKWILA DEC 2 2 2016 PERMIT CENTER City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 11/1/2016 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Permit Application No. D15-0136 EAST=WEST TOWNHOMES - LOT 2 5034 S 109TH CT Dear FILIPP KAPUSTIN, In reviewing our current application files, it appears that your permit applied for on 6/11/2015, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 12/11/2016. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, —�Cj c Bill Rambo Permit Technician File No: D15-0136 6300 Southcenter Boulevard Suite #100 9 Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 I I ® City of Tukwila Jim Haggerton, Mayor e Department of Community Development Jack Pace, Director May 31, 2016 Filipp Kapustin JK Monarch PO Box 188 Puyallup, WA 98371 RE: Request for Application Extension #2 East—West Townhomes — Lot 2 — 5034 S 1091h Ct Dear Mr. Kapustin, This letter is in response to your written request for an extension to Application Number D 15-0136. The Building Official has reviewed your letter and considered your request to extend the above referenced application. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 180 days, through December 11, 2016. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit D15-0136 W:\permit Center\Extension LettersWpplications\20151D15-0136 App Extension Letter #2.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 Request for/Extension # 2 Current Expiration Date: Extension Request: Filipp Kapustin � Approved for X Monarch pp � days P.O. Box 188 ❑ Denied (provide explanation) Puyallup, WA 98371 May 27, 2016 Signature/Initials � f Bill Rambo Permit Technician City Of Tukwila 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 Dear Bill Rambo: We would like to apply for an extension for the East West Townhomes project, building permit numbers: 1. D15-0135 2. D15-0136 3. D15-0137 4. D15-0138 5, D15-0139 6. D15-0140 7. DIS-0141 8. D15-0142 The reason for this extension is that we've recently addressed a correction letter and have not received a follow up to that yet, in addition we are still anticipating good weather to start the groundwork under the public works permit, so that sets the building portion of the project a couple months out. Thank you for your cooperation and we look forward to hearing back from you soon. Sincerely, Filipp Kapustin X Monarch RECEIVED CITY OF TUKWILA MAY 3 T'2016 PERMIT CENTER City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 5/13/2016 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Permit Application No. D15-0136 EAST -WEST TOWNHOMES - LOT 2 5034 S 109 CT Dear FILIPP KAPUSTIN, In reviewing our current application files, it appears that your permit applied for on 6/11/2015, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 6/11/2016. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D15-0136 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development December 16, 2015 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Correction Letter # 2 COMBOSFR Permit Application Number D15-0136 EAST -WEST TOWNHOMES - LOT 2 - 5034 S 109 CT Dear FILIPP KAPUSTIN, Jinn 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: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size I1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" to be stamped and signed. [Electronic copies shall not be approved.] (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. All plan sheets, front page of engineer's calculations and documents produced by an architect or engineer shall be provided with original wet stamp and original signature on those sheets. Provide new sheets and/or documents with wet stamps and signatures. Electronic copies shall not be approved. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. C_ orrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0136 !?nn c,.. ------ D....7,,..,....] V_t 4l/VI - T_.I_...:I_ nr--r-- -_ nor on - nr "1 - I- - --- ____ s City of Tukwila Jim Haggerton, Mayor ® Department of Community Development Jack Pace, Director December 14, 2015 Filipp Kapustin JK Monarch PO Box 188 Puyallup, WA 98371 RE: Request for Application Extension East — West Townhomes — Lot 2 Dear Mr. Kapustin, This letter is in response to your written request for an extension to Application Number D15-0136. The Building Official has reviewed your letter and considered your request to extend the above referenced application. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 180 days, through June 11, 2016. If you should have any questions, please contact our office at (206) 431-3670 extension 1. Sincerely, kAro- ['6t 1 � Rachelle Ripley Permit Technician File: Permit D15-0136 WAPennit Center\Extension Letters\Applications\2015\D]5-0135 App Extension Letter.docx 6300 Southcenter Boulevard, .Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-437- 3665 Rachelle Ripley From: Filipp Kapustin <Filipp@jkmonarch.com> Sent: Tuesday, December 08, 2015 1:21 PM To: Rachelle Ripley Subject: Permit Extention Rachelle, I am requesting the onetime 180 day extension on permits # D15-0135, D15-0136, D15-0137, D15-0138, D15-0139, D15- 0140, D15-0141, D15-0142. The progress has not moved along due to weather holding up the public works, we will begin in the next few months. . Thank you! Filipp Kapustin Project Manager X Monarch Po Box 188 Puyallup, WA 98371 Cell: (253)722-4864 Office: 253-840-5660 Fax: 253-840-3350 JK A40-NARCI-1 CITY a7 { ,� WILA DEC 91 2015 PERMIT CENTER Request for Extension # J_ Current Expiration Date: Extension Request: Approved for days ❑ Denied (provide explanation) Signature/Initials r 0 1 City of Tukwila Department of Community Development November 4, 2015 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Application No. 1315-0136 EAST -WEST TOWNHOMES - LOT 2 Dear FILIPP KAPUSTIN: Jim Haggerton, Mayor Jack Pace, Director Permit application D15-0136 for the work proposed at EAST -WEST TOWNHOMES - LOT 2 () has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire 12/11/2015. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that your permit is not issued, we do not receive your written request for extension, or your request is denied your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, c Bill Rambo Permit Technician File No: D15-0136 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 RECEIVED A,1'0 7015 City of Tukwila Department of Community Development July 06, 2015 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Correction Letter # 1 COMBOSFR Permit Application Number D15- ot36 EAST -WEST TOWNHOMES - LOT 2 - 50b4 S 109 CT Dear FILIPP KAPUSTIN, Jim. Haggerton, Mayor Jack Pace, Director R��-C CITY OF 'i IU► WiLA DEC 0 3 2015 PERMIT CENTER This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Floor plans Al. lb and Al. le at the party walls show the #4. It is assumed that should be #2 as indicated in the wall legend. Revise key reference or provide clarification. WALL SYMBOL REVISED TO #2, LEGENDS REVISED TO A4.1 TO ALL FLOOR PLAN SHEETS. 2. The wall legend for the party wall refers to sheet A6.1 for call outs. I believe this should refer to A5.1. Please clarify and make changes as needed. LEGENDS REVISED TO A4.1 TO ALL FLOOR PLAN SHEETS. 3. I could not find any details or location for the water heater. Provide clarification or show the water heater. ALL FLOOR PLAN SHEETS REVISED TO SHOW HWH, AND DETAIL ADDED TO SHT A5.1. 4. Please provide a Geotechnical site soils report by a registered geotechnical engineer. Report shall specify the load -bearing values of the site soils for footing design requirements and shall specify recommended method for footing drainage/disbursement and/or discharge system sizing. Confirm the footing bearing recommended by the geotechnical engineer is consistent with the structural engineer's calculations. Two (2) copies of the soils report shall be included with each building permit. GEO REPORT ATTACHED 5. Plan section detail sheet A5.1 shows a footing drain. The site plan does not show a designed footing or roof - drain discharge system. Provide additional plan details to identify a footing and roof water discharge system. Identify location of roof drain system or downspouts and include in the elevation detail. The footing discharge system will generally be separate from the roof drain system. Refer to the geotechnical engineers report provided for any recommendations. Coordinate any combined discharge systems with the Tukwila Public Works Department. (IRC R401.3, R405.1, R408.6) DRAINAGE PLANS ADDED, SEE SHTS AS.lA, AS.1B PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards 6300 Southcenter Boulevard Suite #100 9 Tukulda Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 DATE: July 1, 2015 PROJECT: East West Townhomes (5 Unit) Lot 1 Unit B 51st Ave. South / South 11 lth Street TL no. 687420-1065 / 1050, 1045, 1040, 1143, 1144, 1145, 1150, & 1160 1 st Review Comments PERMIT NO: D15-0135 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. david.mcpherson@tukwilawa.gov 1. Provide a completed Public Works permit fee estimate sheet — PW Bulletin A2 - enclosed. For Public Works activities only including — erosion control, downspout control, storm drainage, domestic water line, fire line, fire backflow (DCDVA) — as applicable. TO BE SUPPLIED BY APPLICANT 2. Revise site plan to include (1) show & label water service line to building (2) show and label sanitary side sewer to building (3) show and label downspout connection(s) to storm drainage system. DRAINAGE/ WATER/SEWER LINES ADDED TO SITE PLAN, SEE SHTS AS. IA, AS. 1B 3. NOTE: Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. Show on -site drainage system including profile - if footing drain and downspouts are sharing a single discharge pipe. DRAINAGE/ WATER/SEWER LINES ADDED TO SITE PLAN, SEE SHTS AS. IA, AS. 1B 4. Show & label (DCDVA) on a Civil plan sheet for fire line. Provide (size, brand, etc. with specifications). Detector Check Double Valve Assembly (DCDVA) is required to be designed and stamped, by a State of Washington Licensed Engineer. Verify if the (DCDVA) is to be constructed outside of the Building within a Vault (or) to be installed inside Building. Fire Department Connection (FDC) to be located near Fire Hydrant per Public Works and Fire Department requirements. Show & label (FDC) and Post Indicator Valve (P.I.V.) on Civil plan sheet. SEE FIRE DESIGN DWGS, AND REFER TO FIRE PERMIT PLAN REVIEW: 8 TOWNHOMES 5044 S 109th CT 5. A Transportation Impact Fee applies to this Building permit in the amount of $335.95. TO BE SUPPLIED BY APPLICANT 6. A Sanitary Sewer assessment fee applies to this Building permit in the amount of $116.62. TO BE SUPPLIED BY APPLICANT 7. A Ryan Hill Water charge (City Ordinance no. 1777) applies to this Building permit in the amount of $5,804.40 TO BE SUPPLIED BY APPLICANT A Cascade Water Alliance fee applies to this Building permit in the amount of $6,005. TO BE SUPPLIED BY APPLICANT Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, , Bill Rambo Permit Technician File No. D15-0135 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director July 06, 2015 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Correction Letter # 1 COMBOSFR Permit Application Number D15-0136 EAST -WEST TOWNHOMES - LOT 2 - 5034 S 109 CT Dear FILIPP KAPUSTIN, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size I lxl7 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Floor plans Al.lb and Al.lc at the party walls show the #4. It is assumed that should be #2 as indicated in the wall legend. Revise key reference or provide clarification. 2. The wall legend for the party wall refers to sheet A6.1 for call outs. I believe this should refer to A5.1. Please clarify and make changes as needed. 3. I could not find any details or location for the water heater. Provide clarification or show the water heater. 4. Please provide a Geotechnical site soils report by a registered geotechnical engineer. Report shall specify the load -bearing values of the site soils for footing design requirements and shall specify recommended method for footing drainage/disbursement and/or discharge system sizing. Confirm the footing bearing recommended by the geotechnical engineer is consistent with the structural engineer's calculations. Two (2) copies of the soils report shall be included with each building permit. 5. Plan section detail sheet A5.1 shows a footing drain. The site plan does not show a designed footing or roof - drain discharge system. Provide additional plan details to identify a footing and roof water discharge system. Identify location of roof drain system or downspouts and include in the elevation detail. The footing discharge system will generally be separate from the roof drain system. Refer to the geotechnical engineers report provided for any recommendations. Coordinate any combined discharge systems with the Tukwila Public Works Department. (IRC R401.3, R405.1, R408.6) PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards 6300 Southcenter Boulevard Suite #100 9 Tukwila Washington. 98188 • Phone 206-431-3670 9 Fax 206-4.31-3665 DATE: July 1, 2015 PROJECT: East West Townhomes (5 Unit) Lot 2 Unit A 51st Ave. South / South I I Ith Street TL no. 687420-1065 / 1050, 1045, 1040, 1143, 1144, 1145, 1150, & 1160 1 st Review Comments PERMIT NO: D15-0136 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. david.mcpherson@tukwilawa.gov 1. Provide a completed Public Works permit fee estimate sheet — PW Bulletin A2 - enclosed. For Public Works activities only including — erosion control, downspout control, storm drainage, domestic waterline, fire line, fire backflow (DCDVA) — as applicable. 2. Revise site plan to include (1) show & label water service line to building (2) show and label sanitary side sewer to building (3) show and label downspout connection(s) to storm drainage system. 3. NOTE: Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. Show on -site drainage system including profile - if footing drain and downspouts are sharing a single discharge pipe. 4. Show & label (DCDVA) on a Civil plan sheet for fire line. Provide (size, brand, etc. with specifications). Detector Check Double Valve Assembly (DCDVA) is required to be designed and stamped, by a State of Washington Licensed Engineer. Verify if the (DCDVA) is to be constructed outside of the Building within a Vault (or) to be installed inside Building. Fire Department Connection (FDC) to be located near Fire Hydrant per Public Works and Fire Department requirements. Show & label (FDC) and Post Indicator Valve (P.I.V.) on Civil plan sheet. 5. A Transportation Impact Fee applies to this Building permit in the amount of $335.95. 6. A Sanitary Sewer assessment fee applies to this Building permit in the amount of $116.62. 7. A Ryan Hill Water charge (City Ordinance no. 1777) applies to this Building permit in the amount of $5,804.40 8. A Cascade Water Alliance fee applies to this Building permit in the amount of $6,005. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0136 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 r PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0136 DATE: 02/23/17 PROJECT NAME: EAST -WEST TOWNHOMES - LOT 2 SITE ADDRESS: 5034 S 109 CT Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: K 711 Building Division U Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 02/28/17 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/28/17 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) 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 COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0136 DATE: 05/19/16 PROJECT NAME: EAST -WEST TOWNHOMES - LOT 2 SITE ADDRESS: 5034 S 109 CT Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Building Division 8 Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 05/24/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/21/16 Approved ❑ Approved with Conditions d Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMI I ;VVORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0136 DATE: 12/08/15 PROJECT NAME: EAST WEST TOWNHOMES - LOT 2 SITE ADDRESS: Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Aj cm, iq/ Building Division Fire Prevention ❑ Planning Division ❑ uP blic Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 12/10/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/07/16 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only I _ CORRECTION LETTER MAILED: Departments issued corrections: Bldg ef Fire ❑ Ping ❑ PW ❑ Staff Initials: kk 12/19/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0136 DATE: 06/11/15 PROJECT NAME: EAST WEST TOWNHOMES - LOT 2 SITE ADDRESS: 503JI S tot? a X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: A---)bT 4w(l Awl- 6 la-15- QAinDivision Fire Prevention Planning Division g g bA (�w v, lsublic Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 06/16/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: DATE: DUE DATE: 07/14/15 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only -�` (0-1 CORRECTION LETTER MAILED: Departments issued corrections: Bldg --Fire ❑ Ping ❑ PWIN— Staff Initials: 04 12/18/2013 PROJECT NAME: � `y-r W b � D W V Y , O MO�ftl/'PERMIT NO: * --O 00 SITE ADDRESS: y' b°i` ORIGINAL ISSUE DATE: I� REVISION LOG - REVISION NO. DATE RECEIVED I i STAFF INITIALS ISSUED DATE STAFF INITIALS I r 1/1 IMP �-1-?- Summary of Revision. vi Received b : S 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 print) REV E SI ®N SUBMITTAL Department of Community -Development 6300 Southcenter Boulevard, Suite 9100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: httpa/wv��.Tul:wilal�i'A.�ov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2.- 2 3 1-7 Plan Check/Permit Number:Mj¢ — t3 Z/ ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # J— after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: GMS—i " WE.S = �� L O 1 2— Project Address:___z3,t,.3 L4 �, i ©,T 4-6— g, 'TU K ' r 1t (..9s� Contact Person: I—RO s SEu ; 0QwvcSS Phone Number: 2_S_.yagO_-5(04, O Summary of Revision: FEB 2 3 2 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision �., Received at the City of Tukwila Permit Center by: —�-J Entered in TRAMT on )- WTermit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 City ®f Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi]aWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5/1016 Plan Check/Permit Number: ID I s- b 13 to ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Fc4SA - W-CS+ Tbr-on kovyle5 Lod- 2 Project Address: SO 39 S Io!' GT Contact Person: Fi \x G t)• 0 S' a' j 1 Phone Number: (2 S S) oN 6 -SYo G 0 Summary of Revision: j ( GA me, i A , vi ri S oc kc, uv i kV1 A l kwi. k P_G G rdl ? vt c, v iote w e, t-ea C, Clio b-e-cays2, -I ti,P . of % rect d1 o he4.01 Wl S o rl O new trV Y�iU1 L®v1.8 O d" Gib r U wl P✓1. 4T, K t,v1 Wpgs 0�tGdf-d . RECEIV ,D MAY 19 2016 Sheet Number(s): PERMrT CENTER— "Cloud" or highlight all areas of revision Received at the City of Tukwila Permit Cei [entered in TRAKiT on 57-t"(- l� W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 ILA, �,� City of Tukwila Department of Community Development Q 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:206-431-3670 1908 Fax: 206-431-3665 Web site: http://ii,tianv.ci.tzdcwila.wa its Revision submittals roust be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: ❑ 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: East-West Townhomes — Lot 2 Project Address: 50�4 S 109 Ct D15-0116 Contact Person: K psj)n PhoneNumbe>t:�Zfj39 S40-S6W Summary of Revision: SEE ATTACHED REDLINE COMMENTS. 09 ,UAL, 10� Sheet Number(s): A S. A-5,1b, Ai JQI , A Z j 1 A 2 Z n 's".1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: X Monarch LLC Home Espanol Contact Safety & Health Claims & Insurance (D Washington State Department of Labor & Industries JK Monarch LLC Owner or tradesperson PO BOX 188 PUYALLUP, WA 98371 Principals 253-840-5660 Bartels, Jonathan Kirk, PARTNER/MEMBER PIERCE County Doing business as JK Monarch LLC WA UBI No. Business type 603 088 988 Limited Liability Company Governing persons 1 HIGH COUNTRY HOMES 1 HOLDINGS NEW LIFE; License Page 1 of 2 Search L&I A-% Index Help My L&t Workplace Rights Trades & Licensing Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction C...ontracto..r Active. ....................._........................................... Meets current requirements. License specialties GENERAL License no. JKMONML874NA Effective — expiration 08/01/2013— 08/01/2017 Bond Developers Surety & Indem Co $12,000.00 Bond account no. 859962C Received by L&I Effective date 03/15/2016 03/09/2016 Expiration date Until Canceled Bond history Insurance Wesco Insurance Co $2,000,000.00 Policy no. WPP114946500 Received by L&I Effective date 03/29/2016 04/23/2014 Expiration date 04/23/2017 Insurance history Savins 9._ No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Help us improve https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603088988&LIC=JKMONML874NA&SAW= 1/3/2017 JK Monarch LLC Page 2 of 2 No lawsuits against the bond or savings ac s during the previous 6 year period. L&I Tax debts N.o L&F 6x.debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ............_......................................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&1 Account ID Account is current. 280,695-00 ................................. Doing business as JK MONARCH LLC Estimated workers reported Quarter 3 of Year 2016 "7 to 10 Workers" L&I account representative T2 / CHRISTOPHER WASSON (360)902-6331 - Email: WASQ235@lni.wa.gov Track this contractor i Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. O Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=603088988&LIC=JKMONML874NA&SAW= 1/3/2017 ■ II ,ts`�X�"kuyM ONN STRUCTURAL: HIGH COUNTRY HOMES LLC SEGA ENGINEERS 22cJ3cJ SE 2132ND PLACE CONTACT: FRED HERBER BLACK DIAMOND , WA 98010 424 29TH ST NE (3(00) 88(O-1011 PUYALLUP, WA 98312 CONTACT: GREG THESENVITZ (253) 540-5660 ARCHITECT: CIVIL EN6 1 NEB : MDP CONSULTING ABBEY ROAD GROUP LAND P.O, BOX 1303 DEV. SERVICES COMPANY SUMNER, WA c38390 ROBERT CARIS (253) 2ab-IcJ 13 P.O. BOX 1224 markemdparchitect.com PUYALLUP, WA 983i1 CONTACT: MARK PETERSON (253) 435-3699 W (253) 446-3159 F ROBERTCAR I SeABBEYROADGROUP.COM ITECTURAL 5 TE t=LAN ,IXUNENDrOR: 45T® UJ 5T TOWNHC1'�-I5 naoj \ / REVISIONSQ'tkl X X X X 5 (cJ' t A 1l . No chas shaf b ade to tho sropPrG� of u^aorlt ^lithoUt p►�ior upprovol of III III I T-uio-^,Ila Building Division- l i T U <W 1 L / UJ A 5 H 1 I G; T 0 N NOTE, l-,Cvisions will require a nee plan submittal and may include additional plan review tccs. _.----J -'UI T 5L.PC COPE: UNIFORM CODES INTERNATIONAL RESIDENTIAL CODE 2012 *;f , r, h ca,R INTERNATIONAL BUILDING CODE 2012 �� t.. �" - INTERNATIONAL MECHANICAL CODE 2012 Via" I'" k � �`''" tr s isi n. tf , 4 - INTERNATIONAL FIRE CODE 2012 Plannjn 0 ` - INTERNATIONAL PLUMBING CODE 2012 I t i(,,,G l: roved B STATE CODES I y . - 2012 WASH: STATE ENERGY CODE• -- -"- - WASHINGTON STATE AMENDMENTS d PUBLISHED CODE - ADOPTED CODES OF CITY OF TUKWILA, WA FLOOR AS - PER UNIT UNIT 'A' UNIT 'A' - SEE SHEET A1.1a MAIN FLOOR AREA 2ro8 SQ. FT. Permft no, 16-01% SECOND FLOOR AREA a59 50. FT. Plan review a ro THIRD FLOOR AREA a-i0 SQ. FT. � d is sUbledto errors and omissi, TOTAL 199"i 50. FT. Approval of constra.acdon documents does not au'tho the Violation of any adopted code or ordinance. Rcc DECK 64 SQ FT. 0f approved Fioid Copy nd con pion is acknowledl GARAGE 390 SQ.FT. Uhl I T '5' By: UNIT 'B' - SEE SHEET Al.lb Date: MAIN FLOOR AREA 246 .5 SQ. FT. Citj/ of TAMIa SECOND FLOOR AREA 135.5 SQ. FT. WILDING DIVI THIRD FLOOR AREA -Iac3 5Q. FT. TOTAL 1-171 SQ. FT. These plans have been reviewed by the Public DECK 4a 5Q.FT. Worizs Department for conformance with current GARAGE 377.5 SQPT. City standards. Acceptance is subject to errors and omissions which do not authorize violations of UNI T o adopted standards or ordinances. The responsibility UNIT 'D' - SEE SHEET Al.lc 'for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these MAIN FLOOR AREA 28a SQ. FT. drawings after this date will void this acceptance SECOND FLOOR AREA a21 SQ. FT. and will require a resubmittal of revised drawings THIRD FLOOR AREA a39 SQ• FT_ for subsequent approval TOTAL N348 5Q. FT. - DECK 90 SQFT Final acceptance is subject to field inspection by GARAGE 380 SQFT the Public Works utilities inspector. _ Date: _ B}' _ - AL.L.OAM7 AREA CAL.CS - IRC CODE 2012/ WSBC 51-40 WAC - OCCUPANCY R-3 SINGLE FAMILY TOWNHOMES U -GARAGE - CONSTRUCTION TYPE- V-B MULTI -FAMILY I HR SEPARATION REQUREL BETWEEN TOWNHOME UNITS OCCUFANC`( LOAD CAL.CS/ ECRU I RED EX I TS TOWNHOMES IRC R311 I EXIT REQUIRED ( 2 PROVIDED) GENE AL. F OJ CT MOTES I. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. CONTRACTOR'S MUST COMPLY WITH CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL REQUIRED CITY, COUNTY AND/OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. 2. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS ON THE PREMISES IN GOOD CONDITION AT ALL TIMES. THIS SHALL INCLUDE ALL ADDENDA AND CHANGE ORDERS. 3. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY ANY SUCH DISCREPANCIES WITH THE ARCHITECT/CONSULTANT PRIOR TO COMMENCING WORK. 4. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS. DO NOT SCALE DRAWINGS TO DETERMINE LOCATIONS. THE ARCHITECT/CONSULTANT SHALL BE NOTIFIED OF ANY SUCH DISCREPANCIES PRIOR TO CONTINUING WITH THE WORK. 5. GENERAL CONTRACTOR WILL REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS, ALL ITEMS NOT MARKED AS "OWNER SUPPLIED" ARE TO BE SUPPLIED BY THE G.C. Q 304 302 C� a `�1S6 17 117.00' 8' A PHALT SEE VIL - 12' c 5T %4! � TAt FT 146. t? � W. CIOt LI ii,131 -5' PED PATH CL. W I VICINIr'e MAP X NTS -KIP OJECT PATA: SITE ADDRESS: XXXX 51st AVE 5 TUKWILA, WA PARCEL NUMBER: 681420-1065, -1050, -1045, -1040, WOOD FENCE -1143, -1144, -1145, -1150, -1160 SEPARATING BACK YARDS, AND REAR LOT LINE, SEE CIVIL SITE AREA: 1.12 ACRES FOR DETAILS ZONING: HDR (HIGH DENSITY RESIDENTIAL) SETBACKS: STREET - 20 FT 6 0 REAR - 10 FT INTERIOR - 0 FT BUILDING HGT: ALLOWED 45FT PROPOSED 35FT 5 WATER METERS PER CITY) ITY STA DARD PLAN WS-01 -?zc Gi�iii •■► i iAN AMAW . ,ys■ r11I g pro OVA V!== r.•IPA iu a rr 011�B w�r� vs■ P4-^aP�•r,�i-�,-�,��yr� ��o - v ": �_�i.•etsi .rv�1.►1a��'�idi�lt�ttiFOL wl All VIA, iaA�f°r�/� i l• s ��.. ,� �� , .� 1 ` O M - •• •� ■�iai a �`l � �i !Fl�• lima■ � w ' i•�'•�� - way ■ri NSS� _i F IF q{ • w ��.. 327 r w - EN PA S OPEN 2848 269 ARCHITECTURAL SITE PLAN YA LOT LI NOTE: SEE APPROVED CIVIL DRAWINGS FOR SITE REQUIREMENTS, DRIVEWAYS, SIDEWALKS, AND UTILITY LOCATIONS tr�: STA 25+69.95 3 WATER METERS PER CITY STANDARD PLAN WS-01 STA 24+50.00 51 st Ave S 6 . FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER's APPROVED SHOP 15. IT 15 THE CONTRACTOR's SOLE RESPONSIBILITY TO DETERMINE ERECTION DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS -1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE COMPONENT PARTS DURING ERECTION. SITE WHILE THE JOB 15 IN PROGRESS AND UNTIL THE BUILDING IS OCCUPIED. 16. MATERIALS LISTED IN DRAWINGS ARE BASED ON DESIGN INTENT. ALTERNATE a. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT SPECIFICATIONS MAY BE ACCEPTED PROVIDED THEY CLOSELY MATCH SPECIFIED IN A CLEAN (BROOM) CONDITION AT ALL TIMES. MATERIAL. CONTRACTOR IS TO SUBMIT PROPOSED SAMPLES OF SUBSTITUTIONS, 9. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY ALONG WITH SAMPLE OF THAT SPECIFIED IN DRAWINGS FOR REVIEW BY THE OWNER. OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 11. GENERAL CONTRACTOR WILL VERIFY WITH OWNER IN REGARD TO ANY 10. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES SPECIFICATIONS NOT INCLUDED WITHIN IN THESE. DOCUMENTS. AS REQUIRED. 15. ALL WORK SHALL BE PERFORMED AS SHOWN ON THESE PLANS AND IN ACCORDANCE II. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADED, UN -CRATING, WITH OWNERS' SPECIFICATIONS. INSTALLATION AND HOOKUP OF ALL FOOD SERVICE EQUIPMENT AND OTHER OWNER 113. WHERE LOCAL CODES, ORDINANCES OR REGULATIONS ARE MORE RESTRICTIVE THAN FURNISHED ITEMS. OWNER SPECIFICATIONS, THEIR LOCAL REQUIREMENTS SHALL GOVERN. 12. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, PLUMBING 20. ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND THESE PLANS ARE TO BE VALVES, AND MECH EQUIPMENT. IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND/OR ARCHITECT. NO 13. IT 15 THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL WORKSHALL BE PERFORMED ON THE ITEMS IN QUESTION UNTIL DIRECTED BY THE REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OWNER AND/OR ARCHITECT. OF CONSTRUCTION AND OCCUPANCY. 14. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. L E(SAL. PESO 110TION PARCEL 1: LOTS I THROUGH 81 AND LOTS 21 THROUGH 26, BLOCK 10, POTTERY WORKS ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 86, RECORDS OF KING COUNTY, WASHINGTON. ASSOG I ATMO r-I L E NUl 5ERS : • L14-0045 PUBLIC HEARING DESIGN REVIEW • L14-0032 SHORT PLAT • E14-0005 SEPIA • PL14-0022 LAND USE PROJECT FILE THE UNDERSI6NED HAS PROVIDED BUILDIN6 ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL JUDGMENT ARE APPROPRIATE TO SATISFY THE REQUIREM E NTS OF EHB 184a AND ROW 64.55.005 THRU 64.55.0c`10 ----------------------- MARK PETERSON PROJECT ARCHITECT SHEET INPEX CIVIL SEE CIVIL ENGINEERING INDEX - ARCHITECTURAL A5.1 TITLE SHEET, PROJECT DATA, VICINITY MAP UTILITY PLAN- ROOF/ FDN DRAT S AAS.Ia A5.Ib UTILITY PLAN- WATER LINE LOCATION A52 GENERAL NOTES ALL 1/4 BUILDING MAIN LEVEL FLOOR PLAN AI.2 1/4 BUILDING SECOND LEVEL FLOOR PLAN A13 1/4 BUILDING THIRD LEVEL FLOOR PLAN Al.la 1/4 TOWNHOME FLOOR PLANS- UNIT 'A' Al.lb 1/4 TOWNHOME FLOOR PLANS- UNIT 'B' A1.1d 1/4 TOWNPOME FLOOR PLANS- UNIT 'D' A2.1 EXTERIOR ELEVATIONS A22 EXTERIOR ELEVATIONS A3.1 ROOF PLAN/ VENTILATION NOTES 44.1 WALL ASSEMBLY DETAILS REVIEWED FOR A5.1 BUILDING SECTIONS, DETAILS CODE COMPLIANCE A6.1 CONSTRUCTION DETAILS APPROVED STRUCTURAL 12 2016 51.0 STRUCTURAL NOTES 62.0 FOUNDATION PLAN Tulc ila 53.0 SECOND FLOOR FRAMING PLAN City Of 54.0 THIRD FLOOR FRAMING PLAN BUILDING DIVISION 55.0 ROOF FRAMING PLAN 56.0 STRUCTURAL DETAILS S6.1 STRUCTURAL DETAILS BUILDING ENVELOPE •� 0ORRECTON I SOUND BUILDING ENVELOFE DETAILS 2 SOUND BUILDING ENVELOPE DETAILS LT 3 SOUND BUILDING ENVELOPE DETAILS 4 SOUND BUILDING ENVELOPE DETAILS 5 SOUND BUILDING ENVELOPE DETAILS �,+;:..1=iVEf) 6 SOUND BUILDING ENVELOPE DETAILS C:i 1-y ` OF -RJ ,WiLA DEC 0 3 2015 PLUMBING BIDDER DESIGN- UNDER SEPARATE PERMIT PERMIT CENTER MECHANICAL BIDDER DESIGN- UNDER SEPARATE PERMIT ELECTRICAL BIDDER DESIGN- UNDER SEPARATE PERMIT 6 .6 lu QC H W z~ 0 U 0 d �t 0.4 ;3 2 v L 0 cS a E E v 67, REGISTERED AR I� ARK P TERSON STATE OF WASHINGTON EXP: 09/30/16 1. Contractor or builder must verity all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions, 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PLAN N09 1T - 2 DATE- 02-05-2015 �i M is • • • • . • j�IIL■��R ■ . ��i=, El1 I�IIIL■lid• r ,� •- •• SPACE 19", O•EN SPACE 19 •.EN �. 284 SF FF= T ' E325.5 _ ...: • ,one. I —. �.'Z■■. 'a ■ • i■.C�.I . ■. •t _ h C tr��l� r� ri=rrCCl " purer.. �■� , „(s ij � ��■rr t+■rrrn it■rrAAi r■wir*■t, E•■�rr■ ■■rlt:.i � irrr •�I 1, ■■■i %T �� 1 ' \ ��' ■■ • �■nrr1, rrry' i�ri!! � l.r r'�'I/1•Si�i *■■■n•t � i�r■iiG�ii}. 'i rma i l{s1+�er -.,�� .�■rr■rr A�� t■■.■. Im■E Qo.I �I �`�� ri) ■rrr ■ ��.ii■ .�.'�i� nn ■It ■■ ■ � f li • — � . `��:I�. � a�rv.wcr • r � r:.,,r., -. �■s■�ar.a. s _ rr■ri \ Il ii v + • M • a p �w.wNe.r�r�raii�� WOOD FENCE SEPARATING BACK YARDS, AND REAR LOT LINE, SEE CIVIL FOR DETAILS FF- 32975 AS !nTs + .ter s- r - ROOF DRAIN/ F fG DRAIN ARCHITECTURAL SITE PLAN 110' LA 2 W 5 WATER METERS PER CITY STA qDARD PLAN zo WS-01 � Z£ sW 6 NOTE: SEE APPROVED CIVIL DRAWINGS FOR SITE REQUIREMENTS, DRIVEWAYS, SIDEWALKS, AND UTILITY LOCATIONS 20'R - REL CATED LIGHT POL - SEE CIVIL V) 20'R Lij V) 2 tb i STA 25+69.95 3 WATER METERS PER I CITY STANDARD PLAN WS-01 STA 24+50.00 51 st Ave S APPROVED DEC 15 2015 City of Tukwila PUBLIC Works d R VIEW p FOR CODE C© JV CE X?PR® SEP � 2 2016 City of iukwls�oN BUILD1NC pNV I;i i\1L:i7 C1-1,Y 0i= 'f Ui Vl' 1 L A DEC 0 3 2015 PERMIT CENTER C 10/13/2015 D15-0140 PLAN REVIEW COMMENTS 5-UNIT BLr;) 6 QC zul ~ 0 V � � �- a E .O V 6, 390 \) REGISTERED AR I CT ARK P TERSON STATE OF WASHINGTON EXP: 09/30; 6 1. Contractor or builder must verify all 'dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN Na C)T 2 DATE 02-05-2015 Uj MINE ■ Z11111 ■ �YRirry;Jiu<3Yts � e I 9rJr �b kE i YYY�Y' 1 I =. ,302 cn� 0\ . 117.W 12m ST, 24"\ TAI FT 7 -TABLE - 5' PEDESTRI PATH SPACE1,= •N SPACE OPEN . • OPEN' 284 SF i • •• CP 0 W ` N � �E QIVIL�FOA 14KOURS1 � 2CQllr..� r • 2eal1�e� • 1�°�� Q ,fig •• Ci�ir', ��i =� ��'�'wL r I r i rrr i rt pRr rr /GHue■a■' XI • � +gyp EA A DRIVE �.Al i }s ' 1 WATERLINE LOCATIONS ARCHITECTURAL SITE PLAN 1•10' S8704JW50"E 117 Y WOOD FENCE SEPARATING: BACK YARDS, AND REAR LOT LINE, SEE CIVIL FOR DETAILS our zo n CL W X NOTE: SEE APPROVED CIVIL DRAWINGS FOR SITE REQUIREMENTS, DRIVEWAYS, SIDEWALKS, AND UTILITY LOCATIONS P METER TO BE INSTALLS 5 WATER METERS PER CITY STA 4DARD PLAN WS-01 -?CC ---f— tl�: SATED LIGHT - SEE CIVIL STA 25+69.95 3 WATER METERS PER CITY STANDARD PLAN WS-01 P METERS TO BE INSTALLED STA 24+50.00 51 st Ave S IE pp FOR cOcF_ COM LIA C� Appt0 I SE.P 12 2016 L13UCITY1_piNG p„ISlo.'. APPROVED Ci.=lVE.D DEC 15 2015 c r y 011 _I U is W I i_ A City of Tukwila PUBLIO Works DEC 0 3 2015 O PERMIT CENTER 0� pW IECOMMENTS 7 BLS 6 41 lu o� U L E E 0 RE MARK 11� P�TERSHN STATE OF WASHINGTON t0 � E_x = 09/30/Iro 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect; or structural engineer. PLAN Na MC)TR-152 DAM ©2-©5-2©15 t� }„lU �11 sr� t i GENERAL NOTES: A. GENERAL I. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT EXIST WITHIN THE DRAWINGS, 2. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2012 IBC/ IRC AS AMENDED AND ADOPTED BY THE GOVERNING BUILDING CODE ENFORCEMENT AGENCY. 3. COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES, 4. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO FACE OF STUDS. 5. DO NOT SCALE DRAWINGS 6. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT OR BY OTHERS. 7. VERIFY SIZE AND LOCATION OF AND PROVIDE ALL OPENINGS THROUGH FLOORS AND WALLS. 8. REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL, 9. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS, INTERIOR ELEVATIONS, OR DETAILS SHALL BE 3" FROM FACE TO STUD TO EDGE OF DOOR OPENING. 10. FINISH FLOOR (FIN. FLR.) REFERS TO TOP OF CONCRETE OR TOP OF PLYWOOD SUBFLOOR (WHERE GYPCRETE IS NOT INDICATED), 11, NOT USED 12. NOT USED B. SITE ISSUES I. VERIFY GRADES SHOWN ON DRAWINGS PRIOR TO CONSTRUCTION. 2. CUT SLOPE TO BE 2.1 MAXIMUM, UNLESS NOTED OTHERWISE. FILL SLOPE TO BE PER CIVIL ENGINEER, UNLESS NOTED OTHERWISE. C. MOISTURE CONTROL I. WALLS; FACE -STAPLED BATTS -VERIFY W/ BLDG ENCLOSURE ENGINEER 2. CEILING WITH ATTIC - VERIFY W/ BLDG ENCLOSURE ENGINEER 3. NOT USED 4. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION; BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS FLOORS AND ROOFS; AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED CAULKED, GASKETED, OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. - VERIFY W/ BLDG ENCLOSURE ENGINEER 5, ALL EXTERIOR DOORS OR DOORS SERVING AS AN ACCESS TO AN ENCLOSED UNHEATED AREA SHALL BE WEATHERSTRIPPED TO LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN CLOSED POSITION. - VERIFY W/ BLDG ENCLOSURE ENGINEER 6. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO LIMIT AIR LEAKAGE INTO OR FROM THE BUILDING ENVELOPE. - VERIFY W/ BLDG ENCLOSURE ENGINEER D. ELECTRICAL/MECHANICAL/PLUMBING I. ELECTRICAL CONTRACTOR TO PROVIDE HEATING LOAD CALCULATIONS TO THE GOVERNING BUILDING CODE ENFORCEMENT AGENCY FOR APPROVAL PRIOR TO CONSTRUCTION, ELECTRICAL CONTRACTOR TO CONFIRM DESIGN USE OF HVAC UNITS WITH OWNER PRIOR TO BIDDING, 2. WATER FLOW LIMITING DEVICES SHALL BE PROVIDED AT LAVORATORIES (0.5 GPM) 3. NOT USED 4. WATER HEATERS IN CLOSETS SHALL BE ELECTRICAL ONLY. 5. IF WATER HEATER HAS A NON RIGID WATER CONNECTION AND IS OVER 4 FEET IN HEIGHT, IT MUST BE ANCHORED OR STRAPPED TO THE WALL PER UMC, 6. WATER HEATERS SHALL BE LABELED AS COMPLYING WITH ASHRAE STANDARD 9OA-80, 7. ALL SOLDER USED IN PLUMBING CONNECTIONS, SHALL BE LEAD FREE E. FIRE SAFETY ISSUES I. PROJECT SHALL BE PROVIDED WITH AN APPROVED SMOKE DETECTORS / CARBON MONOXIDE DETECTORS INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND POWERED FROM THE BUILDING WIRING, EACH DEVICE SHALL BE LOCATED IN ACCORDANCE WITH CODE. 2. NOT USED 3, NOT USED 4. GAS VENTS AND NON COMBUSTIBLE PIPING INSTALLED IN WALLS SHALL BE FIRE -STOPPED AT ALL RATED PENETRATIONS PER IRC 714. 5, NONCOMBUSTIBLE PIPING AND CONDUIT INSTALLED WITHIN FIRE- RESISTANT WALLS ARE TO BE SEALED AT ALL RATED FLOOR AND WALL PENETRATIONS PER IRC 714. 6. COMBUSTIBLE EAVES OVERHANGS OR EXTERIOR BALCONIES LOCATED WHERE OPENINGS ARE TO BE PROTECTED OR ARE PROHIBITED SHALL BE OF ONE -HOUR FIRE RESISTIVE OR HEAVY -TIMBER CONSTRUCTION 7. PROJECTIONS SHALL NOT EXTEND MORE THAN 12 INCHES INTO THE AREAS WHERE OPENINGS ARE PROHIBITED 8. NOT USED 9. NOT USED 10. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY, 11, REQUIRED FIRE EXTINGUISHERS ARE TO BE CLASS 2A-IOB;C. 12, CONSULT FIRE MARSHALL FOR BUILDING SIGNAGE REQUIREMENTS. F. MATERIALS I. NOT USED 2. TOILET ROOM ACCESSORIES PROVIDED ON OR WITHIN WALLS SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE (IBC SEC. 1210) 3. ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER -RESISTANT BARRIER, SUCH AS WATER PROOF KRAFT PAPER OR ASPHALT - SATURATED FELT, TO PROTECT INTERIOR WALL MATERIALS. (IBC SEC. 1403)- VERIFY W/ BLDG ENCLOSURE ENGINEER 4. FOAM PLASTIC INSULATION SHALL CONFORM TO THE REQUIREMENTS OF IBC SEC, 2603. 5. ALL OTHER INSULATION MATERIALS INSTALLED WITHIN FLOOR - CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, ATTIC OR CRAWL SPACES OR COVERING PIPING AND TUBINGS SHALL HAVE A MAXIMUM FLAME SPREAD RATIO OF 25 AND A SMOKE DENSITY NO GREATER THAN 450. (IBC SEC. 719) 6. NOT USED 7. WOOD SUPPORTS IN CONTACT WITH EARTH OR MASONRY OR LOCATED NEARER THAN 6 INCHES TO THE EARTH SHALL BE TREATED WOOD. (IBC SEC. 2304) 8. ALL WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE PERMEABLE FLOORS OR ROOFS, SUCH AS CONCRETE SLABS, AND EXPOSED TO THE WEATHER SHALL BE TREATED WOOD UNLESS SEPARATED FROM SUCH FLOORS/ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 9. WOOD COLUMNS OR POSTS LOCATED ON INDIVIDUAL PIERS AND WITHIN 6" OF EARTH SHALL BE TREATED WOOq.IBC SEC. 2304) 10, TREATED WOOD SHALL HAVE AT THE TIME OF INSTALLATION A MOISTURE CONTENT OF 19 PERCENT OF LESS, TREATMENT OF WOOD SHALL CONFORM TO IBC STANDARDS . (IBC SEC. 2301) 11. NOT USED 12. WHERE ALUMINUM IS PLACED IN CONTACT WITH DISSIMILAR MATERIALS, THE ALUMINUM SHALL BE SEPARATED FROM THE OTHER MATERIAL BY COATING OF THE ZINC CHROMATIC PAINT, BITUMINOUS PAINT OR PLASTIC TAPE PER IBC 13, ALL NON-STRUCTURAL FACING OF BRICK, CONCRETE,. STONE, ETC., SHALL BE GOVERNED BY THE REQUIREMENTS OF IBC CHAPTER 14, 14. NOT USED 15. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION IS INSTALLED, GYPSUM WALLBOARD SHALL NOT BE INSTALLED ON WEATHER EXPOSED SURFACES, 16, WHEN APPLIED DIRECTLY ON FRAMING, ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES WHICH ARE PERPENDICULAR TO THE FRAMING. 17. WOOD SUPPORTS FOR GYPSUM WALLBOARD SHALL BE NO LESS THAN 2" NOMINAL IN THE SMALLEST DIMENSION, EXCEPT THAT I" NOMINAL BY 2" NOMINAL FURRING STRIPS MAY BE USED OVER SOLID BACKING. 18. WATER RESISTANT GYPSUM WALLBOARD IS TO BE USED AS A BASE FOR TILE OR WALL PANELS IN SHOWERS AND/OR TUB ENCLOSURES OF WATER CLOSET ROOMS, EXCEPT WHERE IT IS APPLIED OVER A PAPER BARRIER, G. HAZARDS I. GUARDRAILS SHALL BE NO LESS THAN 42 INCHES IN HEIGHT, EXCEPT THAT WITHIN INDIVIDUAL UNITS OF R-2 OCCUPANCIES THEY MAY BE 36 INCHES IN HEIGHT, INTERMEDIATE RAILINGS ARE REQUIRED AND ARE TO BE ARRANGED SO THAT A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH. (IBC SEC. 1012) 2. SAFETY GLAZING IS REQUIRED IN ALL DOORS, RAILINGS AND TUB OR SHOWER ENCLOSURES, ANY GLAZING WITHIN A DOOR OPENING AND WITHIN 60 INCHES OF THE FLOOR SHALL BE SAFETY GLAZING, FIXED GLAZING GREATER THAN 9 SQUARE FEET IN AREA AND WITHIN 18 INCHES OF THE FLOOR IS ALSO TO BE SAFELY GLAZING. (IBC SEC. 2406) GENERAL CONSTRUCTION NOTES: ,�c(yN1�P All construction shall comform to the International Building Code (IBC), 2009 edition. The contractor shall be OD � VE responsible for all safety precautions and methods, techniques, and sequences or procedures required to perfor the specified work. The contractor shall verify all dimensions and all conditions at job site including building and site conditions before commencing work and be responsible for some. The contractor shall provide temp- S� orary bracing as required until all permanent connections and stiffeners have been installed. The contractor shall coordinate with the building department for all building department required inspections. Do not scale kWl�c'A drawings. Use only written dimensions. The details shown are typical and shall be used for like or similar 0 ,C v conditions not shown. Variations and modifications to work shown on these drawings shall not be carried out C'tD,�G without written permission from the architect. euV Parallel Strand Lumber Have manufactures specifications and layout on site at time of inspection. 6 nV, W I 9 t- 3 zlu F- V � a O v I RARPr PE!TERS0N TATE OF WASHINGTON EXP: (d9/30/Iro 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PLM MY tPTr 52 DATE__ 02-0 l/ -201 M AS, 2 ;?y�; 3Rtt'Y3�2,XiE`,4)\;;1tt'PIr�S L,OQ,,,:,,.�, 1rY,�S;�41s. SEE SHT A 1.1 c SEE SHT A 1.1 a SEE SHT A1.1a SEE SHT A 1.1 a SEE SHT A 1.1 b -...i//; EXTERIOR WALLS- J 2X 6 STUDS m 16" OC 1 WITH R-21 INSULATION. SEE SHEET A6.1 FOR CALL -OUTS INTERIOR WALLS- BRG 2 X 4 STUDS AT 16" O.C. WITH 5/8" CsYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WALLS- NON 5RG 2 X 4 STUDS AT IV' O.C. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR PARTY SEPARATION WALL- (2) -1 HR WALLS SEE SHEET A6.1 FOR GALL -OUTS 2 a DECEIVED CITY OF TUKWILA JUN 1 12015 PERMIT CENTER 6 m lU 1 V L 0 E E 0 I RK Yt PI!TERS0N STATE OF WASHINGTON EXP: 09/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PIAN NO- T - 2 S '?4i 81S rt j)} jU M14` 3' i tw t Inv V ,.. PI �xw BATHROOMS KITCHENS INTERMITTENTLY OPENING► 50 CHI 100 CFM CONTINUOUS OPERATION 20 CFM 25 CM I. RANGE HOODS 4 DOWN DRAFT RANGES SHALL BE RATED NOT LESS THAN 100 CFM 0 0.10" Wj3- EX14AUST DUCT REQUIREMENTS: I. BE A MINIMUM OF 6" IN DIAMETER FOR SMOOTH +� FLEXIBLE DUCT WORK. 2. BE INSULATED TO A MIN. R-4 IN UNCONDITIONED SPACES. 3. BE EQUIPPED WITH A BACK -DRAFT DAMPER 4. TERMINATE OUTSIDE THE BUILDING. 5. SHALL COMPLY WITH THE 2012 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. RESIDENTIAL NOTES: 1. ALL WORK TO BE IN C NFORMANCE WiTH THE 2012 I.RCJ I.D.C. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. S. ALL SHOWER/ TUB WALLS TO BE WATERPROOF TO MINIMUM i0" ABOVE DRAIN. 6. SHOWER TO BE LIMITED TO MAXIMUM 25 GPM. FLOW. 1. ALL GLAZING WITHIN 60" ABOVE DRAIN INLET TO BE SAFETY GLASS. S. ALL GLAZING WITHIN 2411 OF DOOR OR WITHIN IS" OFF THE FLOOR TO BE SAFETY GLASS. 9. ALL SKYLIGHTS TO BE PER I.R.C. R308.6. 10.ALL GLAZING WITHIN 60" OF STAIRWAY \ TO BE SAFETY GLASS. NOTES 1. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR WALLS - SEE WALL LEGEND 4 SEE STRUCTURAL DRAWINGS FOR SPACING. 3. ALL INTERIOR WALLS SHALL BE 2x4 61=6 AT 16" O.C. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL MADER AND BEAM REQUIREMENTS. 5. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE REQUIREMENTS. SEE SCHEDULE THIS SWEET. 6. REFER TO SITE .PLAN FOR SPECIFIC SIDEWALK AND / PARKING CONFIGURATION. SITE PLAN CONFIGURATION TAKES PRECEDENCE OVER THIS DRAWING. 1. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.C. TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREP'ENCIES TO THE ARCHITECT OR FIELD ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. WALL LESENiIII� EXTERIOR WALLS- 2X 6 STUDS e. 1611 OC 1 WITH R-21 INSULATION. SEE SHEET A4.1 FOR CALL -OUTS INTERIOR WALLS- BRCS 2 X 4 STUDS AT 16" O:C. WITH 5/8" GYP BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WALLS- NON BRG 2 X 4 STUDS AT 16" OZ. WITH 5/8" GYP. BD. EACH SiDE, UNLESS OTHERWISE NOTED. INTERIOR PARTY SEPARATION WALL- i 14R WALLS SEE SHEET A4.1 FOR CALL -OUTS 2 INSULATION SCHEVULE Enelrgu Regulations 2012 WA. STATE ENERGY CODE WALLS: R-21 KRAFT FACE BATTS FACE STAPLE TO INTERIOR STUD FACE AS VAPOR RETARDER ROOF. R-413 FOiL FACED BATTS DENSITY AND PRESCRIBED R-VALUES, - FOIL TAPE SEAMS AS VAPOR RETARDER CEILING;#LOOR: R-30 FOIL FACED BATTS DENSITY AND PRESCRIBED R-VALUES, - FOIL TAPE SEAMS AS VAPOR RETARDER SLAB PERIMETER: R-10 RiGiD- 24" DEEP w/ THERMAL BREAK GLAZING: UNLIMITED U-VALUE 030, OAO SHGC DOOR: U-VALUE 0.60 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS PER SECTION R406 -ENERGY CREDITS REQUIRED ■ 1.5 -PROVIDE OPTION (5b) EFFICIENCY WATER HEATING - PROVIDE GAS WATER HEATER W/ MIN EF OF 002 ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS A OF GROSS FLOOR AREA EeOI,UALS �t CA U140LE WOUSE VIENTiLATiON: IRC Mi508.R-INTERMITTENT WHOLE HOUSE VENTION INTEGRATED WITH A FORCED AIR SYSTEM. KEY REQUIREMENTS: -SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION MI5083. -SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE ROOM THROUGH T4 E FORCED -AIR SYSTEM DUCTS. -OUTDOOR INLET DUCT SHALL ENTER FROM A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING AND CONNECT TO THE RETURN AIR PLENUM. -OUTDOOR INLET DUCT SHALL CONNECT UPSTREAM OF THE BLOWER -THE SYSTEM SHALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL. -FLOW RATE SHALL BE FIELD-TESTED. a r, v NN I40 WIG IIx 1 , R1$ INT VAULT RIDGE 11 3-10 3-'T 3-811 110V O S.D. MSTR SO OM 9'-0" CLG 1/411: 1'-0111 4/"/0 fx 4/0x4/6 xo 5/"/0 fx - - �✓/fr�ic�/6 xo - EGRESS 4'-1 " 41_1i11 Wl 2 N A �i r 110V SMOKE DETECTORS TO BE INT'ERCONNECTED4 ° HARD -WIRED W/ BATTERY BACK-UP PER R314 S.D. Gt" 1131.IstIC1 AIR: G24015 (3¢�45) indoor combustion air. The reequired volume of indoor air shall be determined in accordance with Section G24015.i or G240152, except that where the air infiltration rate To known to be lease than OAO lair changes per hour (ACM), Section G240152 shall be used. The total required volume shallbe the sum of the required volume calculated for all appliances located within the space. Rooms communicating directly with the spade in which the appliances are ins -tailed through openings not furnished with doom and :through combustion air openings sized and located in accordance with Section G240153 are considered to be part of the requiresd volume. G2401.5.1(304.5.1) Standard method. The minimum requiread volume shall be 50 cubic feet er' 1,2tJ0 Btu/h (48 m3/kW) p 19'-1011 21-011 61_elu 5'-5,11 41-2" EGRESS : 9 6/Ox5/0 xo 3/04/0 xo n EP. CLG r r MOW 150 0M I PEo0 CLG SINK '1_ 110V s0°.D � ® _ 2 sl'5'-6" '-5" 2 t "110V ' � 0 ;n I r-- CM. 5'-511 V-8" 41-21It DN 16R OOKITCHEN wR�D O O 4 fi f_ SINK OW cp / 00 110V 0 ,� DC o Z f- V_1� = 2 S.D. 4 en ;� iY 1 2;4211 RAISED BAR };tf) r �i U .21NIN02 UP i8R LIVING OM 10'-011 CLG i`"ETAL FIREPLACE B- VENT THROUGH ROOF INSTALL PER MFR r SPECS. PROVIDE 6 i Sa IN. OUTSIDE AIR Cn N A 4811 WIDE MiN TV ALCOVE ,, N ABOVE FIREPLACE W/ , •'�� MIN 1211 WIDE TV SHELF/ MANTEL 2 2 STORE DOOR 1�LCI< 6/0x2/0 fx �t 6/Qhc4/6 Zero DECKING IN Ste. 1/4" / FT MIN 5'-6�" 11'0" 6'-3 " ll_011 110V O CARBON MONOXIDE ALARMS TO BE INTERCOMECTED 4 CM. HARD -WIRED W/ BATTERY BACK-UP PER R315 a„ �. _... 1/4112 11-011 MAIN FLOOR AREA 265 50. FT. SECONP FLOOR AREA 5541 90. PT. Tip I 0 FLOOR AREA 5'70 SO. FT. TOTAL 50. FT. 69ARAC-DE SO.FT. MECHANICAL E QU i PMENT -ATTIC FURNACE OPTION • PROVIDE MIN 2211 X 3011 ATTIC ACCESS, VERIFY h'ECH UNIT SiZE R PROVIDE ACCESS TO BE ABLE TO REMOVE IF NEEDED IN FUTURE • PROVIDE ELECTRICAL WIT SIGHT AND A 110V RECEPTACLE W/I 25" 0 SAME LEVEL OF MEC 4 UNIT • PASSAGE WAY FROM ACCESS OPENING TO THE EQUIPMENT TO BE MIN 3011 WiDE 4 3011 HIGH, AND PROVIDED W/ CONTINUOUS FLOORING 2411 MIN WIDE • LEVEL WORKING PLATFORM MIN 30" SQUARE REQUIRED 9 FRONT OR SERVICE SIDE OF EQUIPMENT • PROVIDE SERVICE LIGHT CONTROLLED BY SWITCH 0 THE ATTIC ACCESS OPENING PER IRC MI305.13.1 12'_011 'i'-10" OPTIONAL LOCATION EFFICIENCY W.H.-, TANMM USE 1/211 TYPE "X" GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYERS 5/811 TYPE "X" ON CEILINGS. __WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2" TYPE "X" GUS SLOPE GARAGE SLAB TOWARDS VEHICLE DR 8/0x't/0 O.H. DOOR x8/0 SGD SG !'.IV dV w en , nO z s.D. W .4 I N a 2 r- - - - - - - - - CONC. 5'-64" I' -0" 6'-3? p_ NOTE: SEE SITE PLANS FOR REVERSED PLAN LAYOUTS, TYPICAL A i� W RE MPL FOR DD APPROVED 12 2016 ity of Tukwila UI DING DIVISI POST PER STRUCTURAL 12" SQ TAPER BUILT-UP W/ VENEER- SEE ELEV Y Y LkitiS ' � • � � I i s ?: i s j'' ■ `y R Se tz 7 t�tt31 It �r ye: ; S r;,_CI_-IVED CI"C ,� i�i� -I Ui',L1'1LE DEC 0 3 2015 PERMIT CEATER 6 O L 1 � � ik H Zlu ~ r� V v �1 .6 L N a E E O v 6, 390 \) REGISTERED AR I CT ARK P TERSON STATE OF WASHINGTON �p C3 EXP: 09/30/16 i. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PLAN Na- 1 )T - 2 DATE 02-05-2015 yr, I� ,�ykA ,aaF r�rss0 rffk?F•` �i �e} I EXHAUST FANS RESIDENTIAL EXHAUST FAN REQUIREMENTS: BATHROOMS KITCHENS INTERMITTENTLY OPENINGS 50 CFM 100 CFM CONTINUOUS OPERATION 20 CFM 25 CFM i. RANGE HOODS 4 DOWN DRAFT RANGES SHALL BE RATED NOT LESS THAN 100 CFM -0 0.10" W.G. EXHAUST DUCT REQUIREMENTS: 1. BE A MINIMUM OF 6" IN DIAMETER FOR SMOOTH IT FLEXIBLE DUCT WORK 2. BE INSULATED TO A MIN. R-4 IN UNCONDITIONED SPACES. 3. BE EQUIPPED WITH A BACK -DRAFT DAMPER 4. TERMINATE OUTSIDE THE BUILDING. 5. SHALL COMPLY WITH THE 2012 WAS14INGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. RIESIVENTIAL MOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH THE 2012 LRC./ I.B.C. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER/ TUB WALLS TO BE WATERPROOF TO MINIMUM 10" ABOVE DRAIN. 6. SHOWER TO BE LIMITED TO MAXIMUM 2.5 G.P.M. FLOW. 1. ALL GLAZING WITHIN 60" ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WiTHIN 24" OF DOOR OR WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS. 9. ALL SKYLIGHTS TO BE PER I.R.C. R308.ro. 10.ALL GLAZING WITHIN 60" OF STAIRWAY TO BE SAFETY GLASS. NOTES I. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR WALLS - SEE WALL LEGEND 4 SEE STRUCTURAL DRAWINGS FOR SPACING. 3. ALL INTERIOR WALLS 514ALL BE 2x4 STUDS AT 16" O.G. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL HEADER AND BEAM REQUIREMENTS. 5. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE REQUIREMENTS. SEE SCHEDULE THIS SHEET. (o. REFER TO SITE PLAN FOR SPECIFIC SIDEWALK AND PARKING CONFIGURATION. SITE PLAN CONFIGURATION TAKES PRECEDENCE OVER THIS DRAWING. 1. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.C. TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE ARCHITECT OR FIELD ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. N L.L. L ESEN0 EXTERIOR WALLS - 2X 6 STUDS m 16" OC 1 WITH R-21 INSULATION. SEE SHEET A6.1 FOR CALL -OUTS INTERIOR WALLS- ERG 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. ED. EACH SIDE, UNLESS OTHERWISE NOTED. ,.---- < INTERIOR WALLS- NON BRG 2 X 4 STUDS AT IV' O.C. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. 7 INTERIOR PARTY SEPARATION WALL-1 HR WALLS SEE SHEET A6.1 FOR CALL -OUTS z INSULATION SCHWUL E Energy Regulations 2012 WA. STATE ENERGY CODE WALLS: R-21 KRAFT FACE BATTS FACE STAPLE TO INTERIOR STUD FACE AS VAPOR RETARDER ROOF: R-413 FOIL FACED BATTS DENSITY AND PRESCRIBED R-VALUES, - FOIL TAPE SEAMS AS VAPOR RETARDER CEiLING/FLOOR: R-30 FOIL FACED BATTS DENSITY AND PRESCRIBED R-VALUES, - FOIL TAPE SEAMS AS VAPOR RETARDER SLAB PERIMETER: R-10 RIGID- 24" DEEP w/ THERMAL BREAK GLAZING: UNLIMITED U-VALUE 030, 0.40 SHGC DOOR: U-VALUE 0.60 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS PER SECTION R406 -ENERGY CREDITS REQUIRED = 1.5 -PROVIDE OPTION (5b) EFFICIENCY WATER HEATING - PROVIDE GAS WATER HEATER W/ MiN EF OF 0.52 ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS qo OF GRO55ALOOR AREA EQUALS 11 9- MOLE HOt.ISE VENTILATION: IRC M1508.R-INTERMITTENT WHOLE HOUSE VENTION INTEGRATED WITH A FORCED AIR SYSTEM. KEY REQUIREMENTS: -SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION M15063. -SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE ROOM THROUGH THE FORCED -AIR SYSTEM DUCTS. -OUTDOOR INLET DUCT SHALL ENTER FROM A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING AND CONNECT TO THE RETURN AIR PLENUM. -OUTDOOR INLET DUCT SHALL CONNECT UPSTREAM OF THE BLOWER -THE SYSTEM SHALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE R AUTOMATIC VENTILATION CONTROL. -FLOW RATE SHALL EE FIELD-TESTED, ❑ - EGRESS a 5/0x5/0 xo 3/0x /0 xo C14 MATH ' 0 0 O m 110V ')4 4 OO S.D. N 1 � 110V DN 18R D -1 W L 625- JL _ IICABINETS 110V U 22 x30 I�F1TN.7 L�IiiYATTIC ,��C Q Q 9 SD.d0 U� x EF. IL-� N� Q z _ ND fL4w� �. E.F. 4 110V S.D. 0 I'D _ N VA 0 � =icr m 4 o w 4/04/0 fx x ,*- 4/Ox4/6 xo 0 N EGRESS 4/0x2/0 Fx 4/0x4/6 xo I I 0 molded 5'-5" 110V SMOKE DETECTORS TO BE INTERCONNECTED 4 ( HARD -WIRED W/ BATTERY BACK-UP PER R314 S.D. 0 r 110V O CARBON MONOXIDE ALARMS TO BE INTERCONNECTED4 C.M. HARD -WIRED W/ BATTERY BACK-UP PER R315 02'iN3OTiON AIR: G2401B (304.5) indoor combustion air. The required volume of indoor air shall be determined in accordance with Section G2401B.1 or G2401B.2, except that where the air infiltration rate is known to be less than 0.40 air changes per hour (ACH), Section G2401B 2 shall be used. The total required volume shall be the sum of the required volume calculated for all appliances located within the space. Rooms communicating directly with the space in which the appliances are installed through openings not Furnished with doors, and through combustion air openings sized and located in accordance with Section G2401B3 are considered to be part of the required volume. G2401.5.1 (304.5.1) Standard method. The R minimum required volume shall be 50 cubic I Feet per 1,000 Btu/h (4.8 m3/kW). 1-1' -10" EVE i„IECH,4NIGAL EQUii=MENT -ATTIC FURNACE OPTION • PROVIDE MIN 22" X 30" ATTIC ACCESS, VERIFY MECH UNIT SIZE 4 PROVIDE ACCESS TO BE ABLE TO REMOVE iF NEEDED IN FUTURE • PROVIDE ELECTRICAL W/i 51GHT AND A 110V RECEPTACLE W/I 25FT SAME LEVEL OF MECH UNIT • PASSAGE WAY FROM ACCESS OPENING TO THE EQUIPMENT TO EE MIN 30" WIDE 4 30" HIGH, AND PROVIDED W/ CONTINUOUS FLOORING- 24" MIN WiDE • LEVEL WORKING PLATFORM MIN 30" SQUARE REQUIRED 6 FRONT OR SERVICE SIDE OF EQUIPMENT • PROVIDE SERVICE LIGHT CONTROLLED BY SWITCH 10 THE ATTIC ACCESS OPENING PER IRC M1305.13.1 'L 0 Cq 0 9N j 5/0x8/0 SGD FURN PER ASH RAE SO-A-80 O PILOT 4 CONTROLS x TO BE 16" MIN. 0 OFF FLOOR V-0" CLG X VEHICLE IMPACT BARRIER 3'-2" 3'-11" SOLID CORE - - - SELF CLOSE/ - - - SELF LATCHING 13is" MIN. 4 --- w 1- - TANCMM woW USE 1/2" TYPE "X" GWEON Z ALL WARM AND STRUCTURAL WALLS. _ (1) LAYERS 5/6" TYPE "X" ON CEILINGS. d) =� >- WRAP ALL EXPOSED w w (Y wn IY IL POSTS AND BEAMS La `) Q U U" IN 1/2" TYPE "X" GWB 110V SLOPE GARAGE 5LA5 Fff S.D. TOWARDS VEHICLE DR UP 16R x l � cis V-0" CLG iv N ® a1 ENTRY DOOR, 6/0x1/0IO.H. DOOR = � 0 / / / 0 POKE D FOR coNc. RE a pLINN� � S P 12 2p16 IT .54.di ON AG POST FIER ETRUCTURAL 12" SQ 7APER BUILT-UP W/ VENEER- S E ELEV � a� f . � c ✓` ,. F � �i Fit ? �, # .o �� '� T F 3�k�3,�,y} n� /�'* w.► a N tu QC op U V N a E E O v / AR I CT I ARK , P TERSON STATE OF WASHINGTON EXP: 09/30/1!0 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. FLAN NOa DT.1ST DATE ®2-OJ-2015 I"iRl; EXHAUST FANS RESIDENTIAL EXHAUST FAN REQUIREMENTS: BATHROOMS KITCHENS INTERMITTENTLY OPENINGS 50 CFM 100 CFM CONTINUOUS OPERATION 20 CFM 25 CFM 1. RANGE HOODS 4 DOWN DRAFT RANGES SHALL BE RATED NOT LESS THAN 100 CFM a 0.10" Wiz. EXHAUST DUCT REQUIREMENTS: I. BE A MINIMUM OF 6" IN DIAMETER FOR SMOOTH 6 FLEXIBLE DUCT WORK. 2. BE INSULATED TO A MIN. R-4 IN UNCONDITIONED SPACES. 3. BE EQUIPPED WITH A BACK -DRAFT DAMPER 4. TERMINATE OUTSIDE THE BUILDING. 5. SHALL COMPLY WITH THE 2012 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. SIVENTIAL. MOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH THE 2012 I.R.C./ I.B.G. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER/ TUB WALLS TO BE WATERPROOF TO MINIMUM 10" ABOVE DRAIN. 6. SHOWER TO BE LIMITED TO MAXIMUM 2.5 G.P.M. FLOW. 1. ALL GLAZING WITHIN 60" ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24" OF DOOR OR WiTHIN 18" OFF THE FLOOR TO BE SAFETY GLASS. 9. ALL SKYLIGHTS TO BE PER I.R.C. R308.6. 4-1 10.ALL GLAZING WITHIN 60" OF STAIRWAY TO BE SAFETY GLASS. MOTES V ,1 I. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR WALLS - SEE WALL LEGEND 4 II SEE STRUCTURAL DRAWINGS FOR SPACING. tU 3. ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL III HEADER AND BEAM REQUIREMENTS. 5. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE - THIS SHEET. REQUIREMENTS. SEE SCHEDULE I�I II I'I 6. REFER TO SITE PLAN FOR SPECIFIC SIDEWALK AND I PARKING CONFIGURATION. SITE PLAN CONFIGURATION _ TAKES PRECEDENCE OVER THIS DRAWING. -1. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.C. TO VERIFY ALL DIMENSIONS ANY TO THE ARCHITECT OR FIELD AND REPORT DISCREPENCIES ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. JNAL.L. L.EI5 ENP EXTERIOR WALLS- 2X 6 STUDS a 16" OC INSULATION. 1 WITH R-21 SEE SHEET A6.1 FOR GALL -OUTS INTERIOR WALLS- BRG 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WALLS- NON BRG 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. BD. ® EACH SIDE, UNLESS OTHERWISE NOTED. ZXZZZZZZZZZ INTERIOR PARTY SEPARATION WALL -I HR WALLS SEE SHEET A6.1 FOR CALL -OUTS z INSULATION SCHMPUL.E Energy Regulations 2012 WA. STATE ENERGY CODE WALLS: R-21 KRAFT FACE BATTS FACE STAPLE TO INTERIOR STUD FACE AS VAPOR RETARDER ROOF: R-413 FOIL FACED BATTS DENSITY AND PRESCRIBED R-VALUES, - FOIL TAPE SEAMS AS VAPOR RETARDER CEILING/FLOOR: R-30 FOIL FACED BATTS. DENSITY AND PRESCRIBED R-VALUES, - FOIL TAPE SEAMS AS VAPOR RETARDER SLAB PERIMETER: R-10 RIGID- 24" DEEP w/ THERMAL BREAK GLAZING: UNLIMITED U-VALUE 030, OAO SHGC DOOR: U-VALUE 0.60 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS PER SECTION R40ro -ENERGY CREDITS REQUIRED = 1.5 -PROVIDE OPTION (5b) EFFICIENCY WATER HEATING - PROVIDE GAS WATER HEATER W/ MIN EF OF 0.82 ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS 0 % OF GROSS FLOOR AREA EQUALS 12.0go WHOLE HOUSE VENTILATiON: IRC 1"111508.R-INTERMITTENT WHOLE HOUSE VENTiON INTEGRATED WITH A FORCED AIR SYSTEM. KEY REQUIREMENTS: -SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION M15083. -SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE ROOM THROUGH THE FORCED -AIR SYSTEM DUCTS. -OUTDOOR INLET DUCT SHALL ENTER FROM A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING AND CONNECT TO THE RETURN AIR PLENUM. -OUTDOOR INLET DUCT SHALL CONNECT UPSTREAM OF THE BLOWER -THE SYSTEM SHALL BE EQUIPPEWITH A D MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL. -FLOW RATE SHALL BE FIELD-TESTED. 2m'-1m" 110V SMOKE DETECTORS TO BE INTERCONNECTED 4 HARD -WIRED W/ BATTERY BACK-UP PER R314 S.D. :OMB IQN AIM- G24015 (304.5) indoor combustion air. The required volume of indoor air shall be determined in accordance with Section G2401B.1 or G240IB2, except that where the air infiltration rate is known to be less than OAO air changes per hour (ACH), Section G2401.52 shall be used. The total required volume shall be the sum of the required volume calculated for all appliances located within the space. Rooms communicating directly with the space in which the appliances are installed through openings not furnished with doors, and through combustion air openings sized and located in accordance with Section G240"IB3 are considered to be part of the required volume. G2401B.1 (304B.1) Standard method. The minimum required volume shall be 50 cubic feet per 1,000 Btu/h (4.8 m3/kW). 2'-10" 1 1'-0" 1. 1„«CN,4NiGAL EQUIF iENT -ATTiC FUfRN C;E OFTION • PROVIDE MIN 22" X 30" ATTIC ACCESS, VERIFY MECH UNIT SIZE 4 PROVIDE ACCESS TO BE ABLE TO REMOVE IF NEEDED IN FUTURE • PROVIDE ELECTRICAL W/I SIGHT AND A 110V RECEPTACLE W/1 25FT e SAME LEVEL OF MECH UNIT • PASSAGE WAY FROM ACCESS OPENING TO THE EQUIPMENT TO BE MIN 30" WIDE 4 30" HIGH, AND PROVIDED W/ CONTINUOUS FLOORING 24" MIN WIDE • LEVEL WORKING PLATFORM MIN 30" SQUARE REQUIRED 6 FRONT OR SERVICE SIDE OF EQUIPMENT • PROVIDE SERVICE LIGHT CONTROLLED BY SWITCH THE ATTiC ACCESS OPENING PER IRC M1305.1.3.1 2'-10" 20' -10" Ica,-10" 2'-8" EGRESS 3/Ox2/01xo 5/0x5/0 xo m � 1 ®E.F. I Q fA CLG -, 10'-0" CLG OS <' NK 110V O 0-- 5 _64�_g M 110 `6 CM. - 0 x 4'-2j" REFR. DN 16R Joe GE 0 ww// HOOD I C� I W 0 E.F. c o 4 (Y I DW SINK N 0 I 110V \ / NS.D. w42"} RAISED BAR L iL-4 W 1- :3: lLU i 110V O CARBON MONOXIDE ALARMS TO BE INTERCONNECTED4 C.M.HARD-WIRED W/ BATTERY BACK-UP PER R315 UPI 18R �� IQ 1 ll. y 10'-0" CLG m STORE DOOR ;" Sys. METAL FIREPLACE 3'-4" 5-VENT THROUGH ROOF 01 1 1 INSTALL PER MFR 4 SPECS, PROVIDE 6 T T A101 I I I SQ. IN. OUTSIDE AIR ATE DECK I ( I 't PROP LINE J I 8" WIDE MIN TV ALCOVE WATERPROOF 4 DECKING ABOVE FIREPLACE W/ SLOPE TO DRAIN ; MIN 12" WIDE TV SHELF/ MANTEL 1/4" / FT MIN 1 6/04/0 fx 6/0x4/6 xoxo 5'-6 n 6i_I a 6i_�n /_i_0u 01 3' - 10" 7' -101, 1G/ 12' - 0" �O 1 ti- 4 a8a SCE. FT. 821 SCE. FT. 8341 90. FT. 1414a 90. FT. 580 iV-10" POST PER ST UCTUR SEE ELEV FO TRIM - cotic PA1110 5/Ox8/0 SGD PER ASH SG FURN RAE SO-A-80 PILOT 4 O CONTROLS TOOFF F OOR IN. VEHICLE IMPACT o BARRIER x V-0" CLG X 0 v I SELFDCLOSE ---- W SELF LATCHING 13/a" MIN. - 0 " WIDE MIN ASED OPG USE 1/2" TYPE "X" GWB ON ALL WARM AND STRUCTURAL WALLS. 0- =y - (1) LAYERS 5/8" TYPE 1 "X" ON CEILINGS. WRAP ALL EXPOSED 110V POSTS AND BEAMS w ui Qo IN 1/2" TYPE "X" GWB cp Cl S.D. SLOPE GARAGE SLAB X UP 16R I TOWARDS VEHICLE DR m OY V-0" CL 8/0x-1/0 O.H. DOOR ENTRY 00 [<1 4'_2�" 1 CONC. POST PER STRUCTURAL 1 12" SQ TAPER BUILT-UP W/ VENEER SEE ELEV WALL LINE JA50VE jzz= >- U -W-1 `4 }A 9 12' -0" R�� r,00%''051D ip G�� ApptO 23'-8" �� 2�16 c��y,NG MAIN LEVEL f�LOORL� 1/4"= 1'-O" RECEIVED NOTE: SEE SITE PLANS FOR REVERSED PLAN LAYOUTS, TYPICAL CITY OF TUKWiLA JUN 1 1 2015 PERMIT CENTER 6 tu W P W A � 1 U v I O v 6390 / REGISTERED ARQ'RITECT _ I0"f r PE�TERSON STATE OF WASHINGTON EXP: 09/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PLAN NO: MPTH-152 I DATE' 02-05-2015 r �. r�3 �F,�t>:':rzrr-an r uo:�rti r e.„ err SP.7�Yf1N? rV`�Q:+ilttXk e RYA SEE SHT A 1.1 c SEE SHT A 1.1 o SEE SHT A 1.1 o SM SHT A 1.1 o SEE SHT A1.110 N L.L. L.r=r=r=NV '%z EXTERIOR UJALLS- j 2X 6 STUDS IV IV' OC 1 WITH R-21 INSULATION. SEE SHEET A(o.1 FOR CALL -OUTS INTERIOR WALLS- 5RG 2 X 4 STUDS AT 16" O.C. WITH 5/5" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WALLS- NON BRG 2 X 4 STUDS AT 16" O.C. WITH 5/S" GYP. 5D. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR PARTY SEPARATION WALL- (2) -1 HR WALLS SEE SHEET A6.1 FOR CALL -OUTS 2 FOR � R�.j\60 p�\PNG� Goa PpP��v��6 . RECEIVED CITY OF TUKWILA JUN 1 12015 pCQ"""' CENTER 6 ;6 V1 � ,6 R1 V L 0 ui E V }- N ,um r m O p0 OL o 0z 1.0 o N 390 G ' MAR PITERS0N STATE OF WASHINGTON EXP: ®9/3(a/I�o 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. „t .��'�'satRplY'attitzfi^p''�'f i�� tCz, aw Di i3t�td v 4�3Mrn �bYS� �'`� axrstz�kt4ntu�'ay�,�r�r SEE SHT A 1.1 c NALL LESENIP E]CTQIC7i.2 II1dLI S- 2X 6 STUDS 6 16” OC 1 WITH R-21 INSULATION. SEE SHEET Aro.1 FOR CALL -OUTS INTERIOR WALLS- 5RG 2 X 4 STUDS AT iro" O.G. WITH 5/5" GYP. 51). EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WALLS- NON 5RCz 2 X 4 STUDS AT IV' O.C. WITH 5/5" GYP. 5D. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR PARTY SEPARATION WALL- (2) -1 HR WALLS SEE SHEET A6.1 FOR CALL -OUTS 2 SEE SHT A 1.1 a SEE SHT A 1.1 a wri.1 I rm) I \/ I =1 ^^= =1 A k 1 I FT I d6w Y I i6m 60F %w/ 1® 1 i6m /--% I : SEE SHT A1.1b RECEIVED CITY OF TUKWILA JUN 1 12015 PERMIT CENTER 4 tu 6390 `RAR P�TERS0N STATE OF WASHINGTON 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3.. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. RM Na s PT — 52 DATE_ Ej INN ME ■ Lr=F-T ELEVATION - NEST S l nr= 5/16" = 1'-0" LATE INE LATE INE LATE. INE 525.5 45 FT___MAX -- - - - - -- - - - -- -- HST - -- - - AVERA6E- GRADE LINE r-RONT ELEVATION - SOUTH S I PE COMP. ROOFING 5/4x6 BARGE BOARD 5/4x6 FASCIA w/ CONT. GUTTER SHAKE SIDING 10"HORI2. BAND w/ 2" TRIM 5/4" x 4" CORNER TRIM HORI2. SIDIN6 w/ 6" BEVEL STONE VENEER INSTALL PER MANUF SPECS R�v\� MQ �ooEQQ�o�Eo P 20 5EQ 12 CI c .� 0 1"W."V%'ILA DEC 0 3 2015 PERMIT CENTER 10/13/2015 D15-0140 FLAN REVIEW COMMENTS 5 UNIT TOWNHOME5 LOTS 6 -6 N 19� zto U a 0 E 0 v 6390 REGISTERED t7AwK� PETEKSON STATE OF WASHINGTON EXF: 09/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PUN xa MnTH-152 11aft ",»ti�uXh4°:3f'e44¢Y%�ut�kY„Y% I r FtIrvHT ELEVATION — . EAST S I OE QOsG� OVEN C� G pPpR 16 SEP '� �� SAl `� 4 v XiAG d ... \.• i. V ti.. D C13'Y Jig 'i Uil,\N1LA DEC 0 3 2015 PERMIT CENTER Ql 10/13/2015 P15-0140 PLAN REviEUJ COMMENTS 5 UNIT TOANHOMsmam ES LOTS 1 /2/'5/4/5 o3: L w N E E 0 N 4 w REGISTERED 7 �1, PI!TERS0N OF WASHINGTON EXP: oca/3f0/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN NO: .MC)TH-152 DATE 02-05-2015 A Aft 2 ,potll II torus,-; s she I' I WERE",Yl '1. YvU �1 1� ®. UNIT 'A' ROOF VENTILATION CALCS PER IRC 8062 (EXCEPTION ALLOWED) ROOF AREA = 510 SF. REQ. VENTILATION = 610 FT /300 = 2.S S.F. = 411fo SQ. IN. NET AREA REQ.- PROVIDE 3- 2 1/2" RD SCREENED VENTS SCREENED VENTS MIN 1/4" CORROSIVE RESIST MESH= 10.1 SQ. IN EA. BLOCK 22 LIN FT /2 (10.1 SQ.IN.) = 111.1 SQ. IN. NET FREE AREA- TOTAL EAVE VENTS PROVIDE "AIR VENT" ROOF EDGE VENTS = 9 SQ. IN / LIN FT 22 LIN FT (S SQ.IN.) = 1S8 SQ. IN. NET FREE AREA- TOTAL EAVE VENTS TOTAL EAVE VENTS = 301B SQ IN NET AREA REQ.- PROVIDE "RIDGEMASTER PLUS" RIDGE/ HIP VENTS 0 12" /LIN FT PROVIDE MIN 21 LIN FT a RIDGE/ HIP = 324 SQ. IN. ROOF VENTILATION W/1 3FT OF HIGHEST PT OF HIGHEST ATTIC SPACE = 324 SQ.IN. ALL VENTS SPECIFIED MAY BE CHANGED FOR APPROVED EQUAL ALL VENTS SPECIFIED MAY BE CHANGED FOR APPROVED EQUAL N UNIT 'B' ROOF VENTILATION CALCS PER IRC 8062 (EXCEPTION ALLOWED) ROOF AREA = 8-10 S.F. REQ. VENTILATION = 810 FT /300 = 2.S S.F. = 411.6 SQ. IN. NET AREA REQ.- PROVIDE 3- 2 1/2" RD SCREENED VENTS SCREENED. VENTS MIN 1/4" CORROSIVE RESIST MESH= 10.1 SQ. IN EA. BLOCK 42 LIN FT /2 (10.1 SQ.IN.) = 212 SQ, IN. NET FREE AREA- TOTAL SAVE VENTS NET AREA REQ.- PROVIDE "RIDGEMASTER PLUS" RIDGE/ HIP VENTS m 12" /LIN FT PROVIDE MIN 18 LIN FT tv RIDGE/ HIP = 216 SQ. IN. ROOF VENTILATION W/1 3FT OF HIGHEST PT OF HIGHEST ATTIC SPACE = 216 SQ.IN. ALL VENTS SPECIFIED MAY BE CHANGED FOR APPROVED EQUAL ��,M For. I 0 Ll I mpp"101111 D5L 1-HfR SEP WALL NO ROOF OPENINGS 4' MIN EACH SIDE OF SEPARATION WALL ROOF PROJECTIONS TO HAVE 1/2" GYP SHEATHING UNDER EAVES FOR MIN 3 FT EACH SIDE OF SEPARATION WALL - --------- I- roof 12 pitch I/ i I' L — — — — — — — / i x 6 SM BHT A 1. I G UNIT V N � II � II II 12 roof pitch I 'I ' C I i UNIT 'B' ROOF VENTILATION CALCS PER IRC 606.2 (EXCEPTION ALLOWED) ROOF AREA = 83S S.F. REQ. VENTILATION = 83S FT /300 = 2.8 Sr-. = 4032 SQ, IN. NET AREA REQ.- PROVIDE 3- 2 1/2" RD SCREENED VENTS SCREENED VENTS MIN 1/4" CORROSIVE RE515T MESH= 10.1 SQ. IN EA. BLOCK 42 LIN FT /2 (10.1 SQ.IN.) = 212 SQ. IN. NET FREE AREA- TOTAL EAVE VENTS NET AREA REQ.- PROVIDE "RIDGEMA5TER PLUS" RIDGE/ HIP VENTS 10 12" /LIN FT PROVIDE MIN 18 LIN FT tv RIDGE/ HIP = 216 SQ. IN. ROOF VENTILATION W/1 3FT OF HIGHEST PT OF HIGHEST ATTIC SPACE = 216 5Q.IN, ALL VENTS SPECIFIED MAY BE CHANGED FOR APPROVED EQUAL 1_-)5L 1-HfR 5EF WALL NO ROOF OPENINGS 4' MIN EACH SIDE OF SEPARATION WALL ROOF PROJECTIONS TO HAVE 1/2" GYP SHEATHING: UNDER EAVES FOR MIN 3 FT EACH SIDE OF SEPARATION WALL SEE SHT Aldo UNIT 'A' D8L 1-HR SEF WALL NO ROOF OPENINGS 4' MIN EACH SIDE OF SEPARATION WALL ROOF PROJECTIONS TO HAVE 1/2" GYP SHEATHING UNDER EAVES FOR MIN 3 FT EACH SIDE OF SEPARATION WALL SEE SHT Aldo UNIT 'A' NOTE - ATTIC VENTILATION FASTENERS FOR TREATED PER IRC SECTION R8062, THE NET FREE VENT AREA WOOD TO BE HOT -DIPPED SHALL BE 1/300 OF THE AREA TO BE VENTED, GALVANIZED, STAINLESS WITH 50% OF REQUIRED VENT AREA TO BE STEEL, SILICONE, BRONZE LOCATED MIN. 3' ABOVE EAVE VENTS. THE OR COPPER BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES D5L 1-I• R SEP WALL NO ROOF OPENINGS 4' MIN EACH SIDE OF SEPARATION WALL ROOF PROJECTIONS TO HAVE 1/2" GYP SHEATHING UNDER EAVES FOR MIN 3 FT EACH SIDE OF SEPARATION WALL w roof 12 pitch I '/ .1" SEE SHT A I . I a UNIT 'A' roof 12 pitch roo f 12 pitch �- roof 12 pitch X FOR SEE SHT 1.1 b CITY OF TIUKWILA UNIT '' J U N 1 1 2015 PERMIT CENTER ROOF FRAMING NOTES: I. ALL BEAMS/HEADERS PER STRUCTURAL DUGS/ DETAILS 2. ALL OTHER TRUSSES: SHALL CARRY MANUFACTURERS STAMP. * SHALL HAVE DESIGN DETAILS AND SPEC- IFICATIONS ON SITE FOR FRAME INSPECTION. * SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. O DE ATTIC ACCESS MINIMUM 22"x30" WITH INI M 30" EADROOM. 5 UNIT T®ANHOMS 6 m Q� IK. H v zr U W L a o) E O v 6390 FRE IATR Kt PI!TERS0N STATE OF WASHINGTON EXP: 0S/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLM Na - MOTH- - I DATE' ®2-05-2015 w {:a 5 �aw'ta'Y uu ;�:Y,4rrYr<;zsEe! r;YA:rw?d �L%3Y'r.�Fii<<�„<"l.YttlNY>"+'Y:a44 r.F. E E AALL ASSEMBL I ES FIRE TEST FIRE TEST No. PlArvRAM AI I NC-5 Rr=pORT AT (N6 REFORT -EXTERIOR FINISH SYSTEM NAILING PER MANUF -SHEATHING PER STRUCTURAL -SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES AND LOCATIONS OF PLYWOOD SHEATHING NON RACED -EXTERIOR ING PER MANSE STEM 1 EXTERIOR INTERIOR -2x 6 FRAMING PER STRUCTURAL _ SATT INSULATION (R- 21) -ONE LAYER 5/8" TYPE 'X' GOLD BOND E'XP EXTERIOR SHEATHING APPLIED PARALLEL TO STUDS W/ 1 3/4" GALV ROOFING NAILS 4" OC AT VERTICAL JNTS t 7 OC AT INTERMEDIATE STUDS 4 TOP/ 50T PLATE JNTS MAY 5E LEFT UNTREATED 0 -ONE LAYER 5/8" GW5 -SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES i HR GA FILE NO pJ FINSIH PER OWNER T1 P O AND LOCATIONS OF PLYWOOD SHEATHING EXTERIOR INTERIOR -2x 6 FRAMING PER STRUCTURAL WP 8105 -FG GATT INSULATION ( R- 21 J O X -ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS W/ 6d COATED NAILS, 1 '1/8" LONG, SHANK 1/4" HEADS, 7 OC .MIV' zW Q IX _W EXTERIOR 12 -CLASS 5 COMP ROOFING -1/2" MIN PLYWOOD SHEATHING PER PER STRUCTURAL Base layer 5/8" type X gypsum wallboard or gypsum veneer base AN PRd Sd COMMON OR GALVANIZED BOX NAILS SPACED MIN 6" OC a ENDS, 12" OC INTERMEDIATE, 3/8" FROM PANEL EDGES Q applied parallel or at right angles to each side of double row -TRUSSES/ ROOF FRAMING PER STRUCTURAL (Y INTERIOR INTERIOR of 2 x 4 wood studs 16" o.c. on separate plates I" apart with 6d 3:Z coated nails, 1 1/8" long, 0.0915" shank, 1/4" heads, -I" o.c. 2x VENT BLoucING- SEE VENT cALCs Joints staggered 16" on opposite sides. Sound tested with 3 1/2" -TWO LAYER 5/8" TYPE 'X' GOLD BOND E'XP EXTERIOR SHEATHING APPLIED PARALLEL TO STUDS ROOFINGNAILS4" OC AT VERTICAL JNTS 4 7 OC AT INTERMEDIATE STUDS 4 TOP/ 5OT PLATE i HR UBC TABLE -1-C glass fiber insulation stapled to studs in stud spaces on one I HR GA FILE NO JNTS MAY E LEFT ITEM 21-1.1 side and with nails for base layer spaced 6" o.c. Horizontal SEPARATION WALL WP 3370 rj BASE LAYER INSTALLED LONG DIM. PERPENDICULAR TO SUPPORTS, W/ END 2 bracing required at mid -height. (LOAD -BEARING) JNTS BUTTED OVER SUPPORTS t STAGGERED 24" MIN. FACE LAYER INSTALLED LONG DIM. PERPENDICULAR TO BASE LAYER W/ END JNTS 5UTTED OVER SUPPORTS t STAGGERED 24" MIN FROM BASE LAYER END JNTS. 1 1/8" MIN TYPE W SCREWS PLACED MAX 12" OC ON INTI1F*eVWTEf d4MWWeaP=ED MAX 24" OC MATCH 2 LAYERS GM � END TYPE GG WFEWS PLACED JNTS.TT " 5FASTEN FACE EITLAYER ER SIDE OF FACE LAYER END JNTS, 12" OC w BEAMS EXTERIOR EXTERIOR EXTERIOR -EXTERIOR R MAANUUISH SYSTEM = W U V 3: WD POST - 1 I 1- SEE ARCHITECTURAL FLOOR PLANS E BUILDING SECTIONS FOR ASSEMBLY LOCATIONS 4 DESIGNATIONS 2- SEE ARCHITECTUAL ELEVATIONS FOR EXTERIOR FINISHES FINISH SYSTEMS TO INCLUDE WEATHER RESISIVE BARRIER BUILDING PAPER/ FELT 150 MIN 3- SEE STRUCTURAL FOR SHEAR WALL SCHEDULES AND DETAILS 4- SEE ASSEMBLY TEST REPORTS FOR ADDITIONAL DETAILED INSTALLATION REQUIREMENTS 5- PROVIDE VAPOR BARRIER ON WARM SIDE WHERE ASSEMBLY EXPOSED TO AMBIENT TEMPERATURE 6- ASSEMBLIES SHALL COMPLY W/ IBC CHAPTER -I FIRE RESISTANT MATERIALS AND CONSTRUCTION- FIRE BLOCKS/ DRAFT STOPS ETC SOUNt;) CONTROL MOTES i- INTERIOR WALL AND FLOOR / CEILING ASSEMBLIES SEPARATING UNITS SHALL PROVIDE AIRBORNE SOUND INSUL FOR WALLS ASSEMBLIES SHALL HAVE AN STC RATING OF 50 2- PROVIDE AN APPROVED RESILIENT SEALANT At ALL JOINTS AT THE PERIMETER OF WALL AND FLOOR/ CEIL ASSEMBLIES REQ TO HAVE AIRBORNE AND/ OR IMPACT SOUND INSULATION 3- PROVIDE RESILIENT SLEEVES, MOUNTS, OR UNDERLAYMENT FOR ALL VIBRATION CAUSING CONDUITS, DUCTS, PIPES OR VENTS WITHIN SEPARATING ASSEMBLIES. SEAL ALL PENETRATIONS WiTH APPROVED RESILIENT INSULATING MATERIALS 4- DO NOT PLACE ELECTRICAL OUTLET BOXES BACK TO BACK WHERE OUTLET BOXES OCCUR IN OPPOSITE WALL SUFACES OF SEPARATING WALLS. PLACE BOXES IN SEPARATE STUD BAYS, OR OFFSET MIN 12" IN OPPOSITE WALLS. SEAL BACK OF BOXES W/ RESILIENT SEALANT RESIDENTIAL TOWNHOMES TYPICAL EXTERIOR WALL: EXTERIOR SIDING PER ELEV. APPROVED BUILDING PAPER SHEATHING PER STRUCT R-21 INSULATION W/ CONT. VAPOR RETARDER (WARM SiDE) GYP BOARD -OR EQUAL OPTIONAL VAPOR RET- VAPOR RETARDING PAINT LISTED FOR THIS APPLICATION ALLOWED VAIDOR HARRIER VAPOR BARRIER TOE 1 EEO j s\ rO SiD S MANUF ROOF TRUSSES 6 24" OC MAX TOWNHOMES R-49 INSULATION W/ CONT VAPOR BARRIER (WARM SiDE) OPTIONAL VAPOR RET- VAPOR RETARDING PAINT LISTED FOR THIS APPLICATION ALLOWED RECEIVED PARTIAL SECTION CITY OF TUKWILA NOT TO SCALE JUN 1 1 2015 Y U.N.O. PERMIT CENTER 6 L � lu OC ZIL111 II-- U V O R� L a E V r 01 Cn � m til wOL o 3:� 0 oz !�I o LL at N 390 REGISTERED MA M ERSO I' N STATE OF WASHINGTON EXP: 09/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAioi NO NTH-152 DATE. 02-05-2015 A4,1 d ry� III £V.i. SG:�T4�ffi.";r'. I F 1-HR FART r WALL NO OPENINGS a ROOF 4' MIN EACH SIDE OF SEPARATION WALL ROOF PROJECTIONS TO HAVE 1/2 GYP SHEATHING UNDER EAVES FOR MIN 3 FT EACH SIDE OF SEPARATION WALL 4'-0" min 4'-0" min n ROOFING TO BE CLASS 'B' COMPOSITION SHINGLE WITH 15+' FELT MIN TYPE 'X' GWB to UNDERSIDE OF ROOF SHEATHING SUPPORTED BY 2x BLOCKING 5/8" TYPE 'X' GWB CONT. TO ROOF SHEATHING WALL ASSEMBLY Z SIM SOLID 2X BLOCKING _�- R-49 INSULATION W/ CONT. mill`► AN ul►1 2X STUD WALL / CONIC WALL 2-1/4" 0 X 5" LAG SCREWS a STUD WALL 2-3/8" 0 X 5" BOLTS W/ SIMPSON VGG ADHESIVE a CONIC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER HOLD WATER HEATER TIGHT TO GWB a BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED a CONC WALL 1& GA STEEL STRAPPING AROUND WATER HEATER FLEXIBLE GAS CONNECTION ANCHOR WH TO BASE - BASE TO FLOOR WATER HEATER' SUFFOR"'T II FIREBLOCK BETWEEN STUDS ALONG AND IN LINE STAIR NOTES: WITH THE RUN OF STAIRS IF THE WALLS UNDER STAIRS ARE UNFINISHED. * STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND CONT. HANDRAIL 34"-38" BOTTOM. ABOVE TREAD NOSING. * ALL USABLE SPACE UNDER STAIRS REQ'S 1/2" TERMINATE At NEWELL POST, GYPSUM BOARD. WALL OR SAFETY TERMINALS. * MAXIMUM RISE TO BE 7-3/4". MIN RISE TO BE 4". j * MINIMUM RUN TO BE 10". (RISER OR TREAD MAX DIFFERENTIAL 3/8") * MINIMUM HEAD HEIGHT TO BE 6'-8". i * MINIIMUM STAIR WIDTH TO BE 36". * PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF i TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. 3%" RISERS / i i--JOISTS PER PLAN * PROVIDE GUARD RAILS AT LANDINGS MINIMUM 36" HIGH W/ CLEAR SPACE 2X12 OR PLYWD.- * HANDGRIP PORTION OF HANDRAIL SHALL BE TREADS (GLUE 4 SCREW) MtL. FRAMING ANGLES NOT LESS 1 1/ 4" NOR MORE THAN 2" IN t0 STRINGERS - CROSS SECTIONAL DIM. AT EA. STRINGER * NOSING MIN. 3/4" MAX 1-1/4" REQ'D ON �' 3-2X12 STRINGERS STAIRS WITH SOLID RISER. NOSING NOT REQ'D ON STAIRS WITH TREADS LESS THAN OR EQUAL SURFACE USEABLE SPACE TO 11". BEVELING OF NOSING MAX 1/2". BELOW STAIR W/ g/a" TYPE tt tt * HANDRAILS MUST BE STRONG ENOUGH TO RESIST X G.W.B. 200 POUND POINT LOAD IN ANY DURECTION. * HANDRAIL ON OPEN SIDE OF STAIRS MUST NOT 2X4 KICK PLATE ALLOW 4" SPHERE TO PASS THROUGH. EXCEPTION- INTERIOR THE TRIANGLE OPENTINGS FORMED BY THE RISER, TREAD AND BOTTON RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY CANNOT ALLOW A 6" SPERE TO PASS THROUGH. VAPOR BARRIER AIR LEAKAGE WSEC (R402.4) (WARM SIDE) AIR LEAKAGE TESTING TO BE LESS THAN 5 AIR CHANGES/ HR HVAC CONTROLS WSEC (R403.1) PRIMARY SPACE CONDITIONING SYSTEMS IN EACH DWELLING UNIT REQUIRE A PROGRAMMABLE THERMOSTAT. EACH ADDITIONAL SYSTEM WITHIN A DWELLING UNIT MUST HAVE AN ADJUSTABLE THERMOSTAT. PROGRAMMABLE STAT MUST HAVE A 5-2 SCHEDULE(MIN.) • R-13 INSULATION ATTIC VENTILATION EXHAUST Ducts WA ASSEMBLY Z -ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER I.B.C. SECTION 1203 THE NET FREE VENT AREA -EXHAUST DUCTS SHALL BE EQUIPPED WITH BACK -DRAFT DAMPERS SHALL BE I/300 OF THE AREA TO BE VENTED, HEAT DUCT INSULATION- 2012 WSEC (R403.2 WITH 5051. OF REQUIRED VENT AREA TO BE -INSULATION. SUPPLY AND RETURN DUCTS SHALL BE INSULATED TO A LOCATED MIN. 3' ABOVE EAVE VENTS, THE MINIMUM OF R-8. BALANCE OF REQUIRED VENT AREA TO BE JSTS PER FRAMING PLAN " EXCEPTION: DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY PROVIDED AT EAVES INSIDE THE BUILDING THERMAL ENVELOPE. DUCTS LOCATED IN CRAWL SPACE DO NOT QUALIFY FOR THIS EXCEPTION RIM JST W/ BLOCKING DUCTS- 2012 WSEC (403.4U -INSTALLATION OF DUCTS IN EXTERIOR WALLS, FLOOR OR CEILINGS ROOFING TO BE CLASS 'B' COMPOSITION DISPLACE REQUIRED INSULATION. SHINGLE WITH 15" FELT MIN -BUILDING CAVITIES CANNOT BE USED AS DUCTS. SHEATHING TO BE 1/2" 24/0 PLYWOOD SOLID 2X BLOCKING -ALL DUCTS MUST BE SEALED WSEC R4032 FULLY BLOCKED WITH APPROVED CLIPS DUCT TESTING- 2012 WSEC 14032) OUTSIDE THE CONDITIONED SPACE MUST TESTED. 4 12 12 � � 4 WHERE EXPOSED) MIN GONt. BLOCKING -DUCTS LOCATED BE VERIFY FY SHEATHING W/ STRUCTURAL DWGS DUCT TESTING STANDARDS(EXCEPTIONS)- tt MANUF TRUSSES 24 O.G. ALL ROOF FLA514INGS t0 BE MIN. 26 WA ASSEMBLY 2 DUCT TIGHTNESS 16 NOT REQUIRED IF- -THE AIR HANDLER AND ALL DUCTS ARE LOCATED WITHIN SEE ROOF FRAMING PLAN GAUGE GALVANIZED STEEL. •R-13 INSULATION CONDITIONED SPACE. R-49 INSULATION W/ VAPOR BARRIER JSTS PER FRAMING PLAN RIM JST W/ BLOCKING FDN WALL TO MATCH _ DBL STUD WALL WIDTH ,A FARTT N LL SECTI ON NT5 ( I HR WALL ) SEE WALL ASSEMBLY SHT A4.1 ASSEM5LY NOTES I- SEE ARCHITECTURAL FLOOR PLANS 4 BUILDING SECTIONS FOR ASSEMBLY LOCATIONS 4 DESIGNATIONS 2- SEE ARCHITECTUAL ELEVATIONS FOR EXTERIOR FINISHES FINISH SYSTEMS TO INCLUDE WEATHER RESISIVE BARRIER BUILDING PAPER/ FELT 15" MIN 3- SEE STRUCTURAL FOR SHEAR WALL SCHEDULES AND DETAILS 4- SEE ASSEMBLY TEST REPORTS FOR ADDITIONAL DETAILED INSTALLATION REQUIREMENTS 5- PROVIDE VAPOR BARRIER ON WARM SIDE WHERE ASSEMBLY EXPOSED TO AMBIENT TEMPERATURE ro- ASSEMBLIES SHALL COMPLY W/ UBC CHAPTER I FIRE RESISTANT MATERIALS AND CONSTRUCTION- FIRE BLOCKS/ DRAFT STOPS ETC -I- AT TUB AND SHOWERS EXTEND TYPE 'X' TO PLATES TO ACHIEVE REQ. FIRE RATING. USE WR GWB OVER TYPE 'X' LAYERS WHERE REQUIRED SOUND CONTROL NOTES I- INTERIOR WALL AND FLOOR / CEILING ASSEMBLIES SEPARATING UNITS SHALL PROVIDE AIRBORNE SOUND INSUL FOR WALLS ASSEMBLIES SHALL HAVE AN STC RATING OF 50 2- PROVIDE AN APPROVED RESILIENT SEALANT AT ALL JOINTS AT THE PERIMETER OF WALL AND FLOOR/ CEIL ASSEMBLIES REQ TO HAVE AIRBORNE AND/ OR IMPACT SOUND INSULATION 3- PROVIDE RESILIENT SLEEVES, MOUNTS, OR UNDERLAYMENT FOR ALL VIBRATION CAUSING CONDUITS, DUCTS, PIPES OR VENTS WITHIN SEPARATING ASSEMBLIES. SEAL ALL PENETRATIONS WITH APPROVED RESILIENT INSULATING MATERIALS 4- DO NOT PLACE ELECTRICAL OUTLET BOXES BACK TO BACK WHERE SEPARATING WALLS. OSI OCCUR IN OPPOSITE WALL SUFACES OF L OUTLET BOXES PLACE BOXES IN SEPARATE STUD BAYS, OR OFFSET MIN 12" IN OPPOSITE WALLS. SEAL BACK OF BOXES W/ RESILIENT SEALANT R-30 FLR INSUL INSTALLED TO MAINTAIN PERMANENT CONTACT W/ THE UNDERSIDE OF SUBFLOOR- MIR TYP. INT. WALL (2) 2x4 TOP PLATE 2x4 STUD a 16" O.C. 1/2" GsWB 2x4 BOT. PLATE VERIFY LOC OF 2Xro PLUMB 5/8" GWB a CLG 5/8" GWB e CLG our ••' \ 2x SCREENED EAVE VENT BLOCKS W/(3) 11/2" HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1" MIN. AIR SPACE. NO SCALE ...............: IYINcr �ITG�;�N . __ _ i35t7R.00M TYPICAL EXTERIOR WALL: ' PROVIDE NARDIE SOFFIT FLOOR CONSTRUCTION (2)2xro TOP PLATES BOARD CEDAR MILL W/ MIN 3/4" T4G PLYWOOD SUB-FLR 2xro STUDS a Iro" O.C. 2x6 BOTTOM PLATE (2)-12" WIDE VENTED GLUED 4 NAILED TO JSTS. 1/2" SHt'G (APA RACED 24/0) HARDIE SOFFIT BOARD TYP (SEE FRAMING PLAN FOR AIR BARRIER 51ZE AND SPACING) EXTERIOR D G PER ELEV. <. R-21 INSULATION U1% GONt. VAPOR BARRIER (W,4Rh1 SIDE) ( USgE 1/2 TYPE "X" GWB ON ALL PROVIDE CONT 2111 I l(Uj)YERS 5t8'uTYPEAX 'WONLS SCREENED VENTS a SOFFIT CEILINGS. WRAP ALL EXPOSED I POSTS AND BEAMS IN 1/2" TYPE 20 GA GALV FLASHING S�Q BEAMS/ HEADERS PER "X" GWB OVER R-im RIGID \\a' STRUCTURAL TYP. DOOR TYPRA6E � � INSULATION TYP a ` 0 O \S\�N 1 EXTERIOR WALLS± C \NG 2X BOXED FRAME FOR RIGID INSULATION 24" TRIM - NON STRUCTURAL 4" CONC. SLAB W/ ro MIL. VAPOR MIN BELOW GRADE OR BARRIER OVER 4" COMPACT TO TOP OF FOOTING, SAND AND GRAVEL BASE. WHICHEVER IS LESS± ......... ............. . SLOPE MIN 3 TO GARAGE DOOR GRADE PAINT70 *MATCH BLDG COLOR 'I ' V D .t -• 1 Ur'* v�'iLA ......... I YJUJHEN C c �' v t ;. (DUROPDX EXPOSED DEC 0 3 2015 r WP MEMBRANE a FDN RUN 24" MIN BELOW TOP OF SLAB WALL 4 FDN DRAIN SEE STRUCTURAL DWIGS � j I I 1 �/� SECTION '�J� �� SEE STRUCTURAL WGS PERMIT CENTER V �/ TE - 1/4 " = 1'-011 P S 4 WALKWAYS G SL N COMPACT H ES. PROVIDE +'4x1 OWELS SLAB TO NOTE F PREVENT SETTLEMENT. SEE FL PLAN OR ED WALL ATIO AND RATED ASSEMBLY DETAILS \ lm/1 E D15VIEW COMMENTS PLANN REVIEW UNIT TOANHOMES 6 T� N 1� H r® V v � a E E O v 90 � REGISTERED TRW P�TERSON STATE OF WASHINGTON EXP: (d9/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to bemarket�d throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN N09 �T — 2 DATA 02-05'-201 J' Stone veneer Below Stone Sill Below — Sealant t Backer Thin Veneer Corner Cut to Fit _ Moisture Barrier Drainage Mat Mortar Scratch Coat — Mortar Setting Bed — Galvanized Metal Lath Moisture i Window Assembly 1 I Membrane Flashing Siding p� at Rough Opening Elevation Sealant aT(11 1�1J(s Line of Sill Below Flashing r//1 -i---- — 'avL, —Window Trim 1CI►ItrC lA1"1wl I �&LAQ v rjil/r's ..Ir-i—Iry Moisture Barrier Drainage Mat—_ Mortar Scratch Coat - Mortar Setting Bed — Galvanized Metal Lath Thin Set Veneer Tooled Mortar Joint - Weep Screed Rigid Insulation 4" Min 6 Grade d- Finish Grad Drainage Mat t Waterproofing - Wall Assembly II Assembly Sloped -15' Min. Angle Oil Moisture Drainage Mortar Sc Mortar Se Ga Ivanize Thin Set 1 Tooled 1" Sealant < Backer F: Industrial Adhesive ILASloped Stone Sill Finish Floor 15' Min. Galvinized Metal Angle — — — — — — — - 14 GA. Minimum _ 1'7• � u.. _ • . d • a M�.raa. .e as..r�.. wowc i�ar icr ° I I d .Floor Stab per,6truCt:>04 ° ° A v I Drainage Mat w/ Facer °.4 ° d Mortar Scratch Coat a' a I I Mortar Setting Bed Galvanized Metal Lath ° , oundation I:I : . " IT. d •• ' per Struct. n, Thin Set Veneer e I d 4 Tooled Mortar Joint VENEER 5A5r= TH IN SET VENEER VETVETA ILS NTS BOTTOM CORD OR TRUSS BLOCKING BETWEEN BOTTOM CORDS SIMPSON HTC4 ROOF TRUSS CLIP. v v v INSTALLED EVERY OTHER TRUSS OR 64" O.0 MIN. 2x TOP PLATE PERPENDICULAR TO TRUSS BLOCKING BETWEEN BOTTOM _ CORD5 OF TRUSSES SIMPSON HTC4 ROOF TRUSS CLIP. INSTALLED EVERY OTHER TRUSS OR 64" O.0 MIN, 2x TOP PLATE • w.. Vr=NFr.R 10ONVI t 51 L .. Wall Assembly Solid Blocking per Struct. Mortar Bed * A pre -construction inspection/meeting shall be required prior to commencing with the siding installation. The building inspector shall observe conditions and make any recommendations pertaining to the siding installation and shall discuss the requirements for the special inspections. * Special inspections shall be required by a third party inspector. The third party inspector shall observe the siding flashing sealant installation methods and procedures, including any other applications relative to the siding installation to provide a means of quality control and assuring the building is provided with an effective weather -resistant exterior wall envelope. (IBC 1403.2, 1705.15 & EBH1848, WAC) * 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 third party inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval ,I► eaNERAL SU1LV IN& PAMR, NOTES *SEAL ALL TYVEK® JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). FASTEN TYVEK® TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS -(ex. DUPONT WRAPCAPS) -LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. WINDOW WiTH INTEGRAL MOUNTING FLANGE Window Assembly Sill Flashing MINIMALLY EXPANDING POLYURETHANE FOAM OR Sealant APPROVED CAULK (AROUND WINDOW RSO)— WRAP TYVEK INTO OPENING (JAMBS t SILL) Window trim t TAPE (ESP. A CORNERS) USING TYVEK FLEXWRAP - II Assembly FASTEN TYVEK FLEXWRAP CORNER USING MECHANICAL FASTI INSTALL TYVEKFLEXWRAP AROUND PERIMETER OF OPENING A I NOO NTS MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULK (AROUND WINDOW RSO)— WiNDOW WITH INTEGRAL MOUNTING FLANGE AIN OA H E A0 NTS PROVIDE WOOD BLOCKING t MIN EXPANDING POLYURETHANE FOAM OR APPROVED CAULKING AROUND PENETRATION — TYPICAL WALL WOOD SIDING TYvEK® HOMEWRAPO SHEATHING PER STRUCT. 211x6" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD — TYPICAL WALL WOOD SIDING TYvEK® HOMEWRAPO SHEATHING PER STRUCT. 2"xro" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD INSTALL TYVEK FLEXWRAP OVER MOUNTING FLANGE. LAP TYVEK t TAPE JOINTS. TYPICAL WALL �— WOOD SIDING TYVEK® HOMEWRAPO SHEATHING PER STRUCT. 2"x6" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD PENETRATION (ex. EXHAUST VENT) ——CAULKING FLANGE (SEALED TO PENETRATION) SEAL/TAPE TYVEK TO FLANGE (USE TYVEK FLEXWRAP FOR LARGE OPENINGS) HALL PENETRATION O T I L NTS NTS FLOOR GYPSUM BOJIcmn WOOD JOIST: TONGUE t GF PLYWOOD St STAPLE VAP RETARDER BETWEEN JOI TO UNDERSIE SHEATHING NTS CANTILEVERED FLOOR WD SOFFIT BOARD TYVEKO HOMEWRAPO SHEATHING PER STRUCTURAL JOISTS PER STRUCTURAL R30 BATT INSULATION (MINIMUM) T t G PLYWOOD SUB -FLOOR — X1 LAP AND TAPE TYVEK® AT JOINTS ., (UPPER SHEET OVER t < LOWER SHEET) `� � TYPICAL WALL STAPLE VAPOR RETARDER BETWEEN JOISTS AND TO UNDERSIDE OF FLOOR SHEATHING NTS EXTEND TYvEKe HEADWRA AT TOP PLATE OVER SHEATHING R-38 ROOF INSULA ABOVE EXTERIOR CAULK AIR BARRIE CEILING) TO TYVEIK iOP PLATE r- TYPICAL WALL WOOD SIDING, TYVEK® HOMEWRAPO SHEATHING PER STRUCT. 2"x61' WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD LAP & TAPE TYVEKO AT JOINTS (UPPER SHEET OVER LOWER SHEET) BATT INSULATION TYPICAL WALL WOOD SIDING TYVEK® HOMEWRAPO SHEATHING PER STRUCT. 2"x6" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD LAP 6" t TAPE TYVEKO TO TYVI= FROM EXPOSED FLOOR INSECT SCREEN ......... . iA!gA NTS FLOOR FINISH FLR PER OWNER CONC. SLAB VAPOR BARRIER—, ANCHOR BOLT a . d ROOFING SHINGLES MEMBRANE TYPE EAVE PROTECTION PLYWOOD SHEATHING PER STRUCT. PRE-ENGINEERED RAISED HEEL WOOD TRUSSES R-38 INSULATION AIR a VAPOR RETARDER GYPSUM BOARD TYPICAL WALL WOOD SIDING TYVEK® HOMEWRAPO SHEATHING PER STRUCT. 2 "x6" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD TYPICAL WALL WOOD SIDING TYVEK® HOMEWRAPO - SHEATHING PER STRUCT.211xroll WOOD STUDS Mf^,w/ R-21I BATTTNSULATIO�GQ VAPOR GO �,Vo G SILL CASKET `�1U � S CAULK TYVEKO TOCONCRETE FOUNDATION WALL CA, off n\\j SCREEN �U,\tpA 20 GA GALV FLASHING OVER R-10 RIGID INSULATION TYP e EXTERIOR WALLS, RIGID INSULATION 24" MIN BELOW GRADE OR TO TOP OF FOOTING, WHICHEVER IS LESSt PAINT TO MATCH BLDG COLOR (DUROPDXY)WHEN EXPOSED PARGING t DRAINAGE LAYER CONCRETEFOUNDATION WALL, `' : RECEIVED RIGID INSULATION RICRI ��jj VAPOR RETARDER CITY OF TUKWILA 1 L.L. d� S PE TAIL uni44nnu- JUN I I LUM PERMIT CENTER 60 REGISTERED AR I� ARK P TERSON STATE OF WASHINGTON EXP: 0,a/3r0/lro 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLM NO 1 H— 2 DATE- O2-05-2O15 C-:;ENEfiRAL STfi`UCTUfi�AL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD DEAD LOAD FLOOR LIVE LOAD DEAD LOAD 25 PSF (SNOW) 15 PSF 40 PSF (RESIDENTIAL) 12 PSF WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE B, K�, = 138 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D So = 1.49 (LAT. = 41BO*, LONG. = 12227) Stm = 0SS, 1e = 1.0, R=6.5 Cs = 0.152 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED ED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SHOP DRAWINGS: IF THE FABRICATOR'S SHOP DRAWINGS DIFFER IN DESIGN OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. SEAL AND SIGNATURE TO BE AFFIXED PRIOR TO SUBMISSION OF DRAWINGS FOR REVIEW BY THE ARCHITECT. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS BEFORE SUBMITTAL TO ACHITECT. ALLOW TWO (2) WEEKS FOR REVIEW. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 2,500 PSF BEARING CAPACITY. REFERENCE GEOTEC14INAL REPORT BY STANTEC CONSULTING SERVISES DATED NOVEMBER 19, 2014. BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-W BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. SEE PROJECT GEOTECHNICAL REPORT FOR SITE CONDITIONS AND ADDITIONAL RECOMMENDATIONS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2012 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM Pc = 3OW PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAX" OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% tlB% BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2 ". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: gzm SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS PROTECTION l pis 11 11/2" (10 AND SMALLER) 2" (% AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DK OR BETTER POSTS HF'2 OR BETTER 2x FRAMING HM OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.SB. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 230413.1 UND. MACHINE BOLTS TO BE A-301. 5OLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGEIRS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD AIW.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL. GLUED LAMINATED TIMBER. USE STRESS GRADE COMBINATION 24F-V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F-VS FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UX.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERR14AEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HATERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER PARALLEL STRAND LUMBER IPSU PARALLEL STRAND LUMBER (PSL) TO BE BY TRUSS JOIST WEYERHAEUSER (PARALLAM) OR APPROVED EQUIVALENT (Fb = 2,WO PSI, E = 2.0 x 106 PSI). MATERIAL SHALL BE DESIGNED E MANUFACTURED TO THE STANDARDS SET FORTH IN E5R-1381. BEARING LENGTH SHALL NOT BE LESS THAN 13/4 ". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR EW31NEER HEEL CUTS SHALL NOT OVERRHAWs INSIDE FACE OF SUPPORTING MEMBER LAMINATED VENEER LUMBER ILVU LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2AW PSI, E = W0000 PSI) MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO.08615-R BEARING LENGTH SHALL NOT BE LESS THAN 11i2" DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS V-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN V-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d a 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH 16d 0 8" O.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL EDGE NAILING OF 8d a 6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 0 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' MSTA24 CONNECTOR URO, FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS UNA. APPLY -14" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH Sd COMMA OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY viz" RATED SHEATHING (2446) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" OC. AT SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2001. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED AND LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE C NTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER. SHEAR WALL SCHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 'iz" CDX 8d a 6" O.C. 5i8" a 60" O.C. Qa l l = 230 PLF OR OSB viz" CDX Sd a 4" O.C. sib" a 32" O.C. Qa Il = 350 PLF OR OSB I/2" CDX 8d a 3" O.C. Nall a 16" O.C. Qa II = 450 PLF C OR 055 USE 3x STUDS AT ABUTTING PANEL EDGES d STAR NAILS '/x" CDX 8d 6 2" O.C. 5i8" 0 1(o" O.C. Qa II = 600 PLF OR OSB USE 3x STUDS AT ALL PANEL EDGES 4 STAGGER NAILS NOTES 1) ALL WALLS DESIGNATED" �>" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TAI 2304.111. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A153. 2) HOLDOUNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 2309.128 AND OF HOT -DIPPED RECEIVED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. CITY OF TUKWILA 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN JUN 1 1 2015 ACCORDANCE WITH IBC SECTION 23063. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH Mod a 12" O.C. STA GEREDPERMIT CENTER tu O 0 O.. LL q U"gd) c) w Q n N iu 0 w co a o Q.� ° a0 c U� b W 0co co a0 00 �v CQ w 07 U) CQ CQ cS) � � VJU � :n O O � � Lu kn 'IV COPYRIGHT 2015, SEGA ENGINEERS JOB 18-014 UN I T' C' R UN I T' A' R UN I t' A' R /�o oGe t 2411 O.C. �y - tRU55 g 24" OC. CJik TRUSS 4" O.C.X X X DSa - BEAM TO - I �- C TOP PLATS ° (rnP. EACH EO) 13/4 IlvB LVL I_I I I3/4 IIlB LVL _ FF (FLUSH) (FLUSH) u IIyB TJI 210 16" O.C. 111/8TJI 210lb" O.C. I IIy8TJI 210g16"O.C. I m � I } J , I 2 coy co 14 1 'X' I I 13iaXIliiBLVL I P/4XIly8LVL 13i4XIILVI. r (FLUSH) r (FLUSH) r (FLUSH) I i -1 m x I t 12 LOTAM - OR t BILL l�l �Q� /P/4X tO 3x BLOC KMCx(TYP. 2 PLACES) 13/4 x 11l/8 LVL 13i4 X IIyB LVL 4XI0 (FLUSH) q (FLUSH) ME (FLUSH) IIvB TJI 210 g lb" O.G. W1016 x 1 STRONG-IUALL M SEE SFIPWN PRODUCT 009 J ) FOR PORTAL NSTALLAT10P1. I llli8 TJI 210 l(o" O.G. IlvB TJI 210,0 16" O.C. o (TYP. OF 2) i0 4x12 D I N 11 ! 4X12 11 ! 4x12 II'/8 TJI 210 9 16" D.C. J 51i2 x 12 GLB l — - -- SIIJM x 1 STRONG -WALL W. �— - - SUM x 1 S't x-WALL SM SEE SIP' FWN PRODUCT GUIDE SEE sovaON PRODUM GUIDE N FOR PORTAL INSTALLATIFOR PORTAL MTALLATIOK (TYP OF 2) (TYf? OF 2) �C O cv x .i/ Sao i /2 �m m + 4XIO 11118 TJI 210 9 I6" O.C. 31/2x11l/8LVL — 111i8TJ12100l6"O.C. 14 G g 2 x 12 PT HF2 I 2 x 12 PT HF2 I 31/2 x 11% LVL 31/2 x I1118 LVL - DBL JOIST 6 °-1 DBL JOIST 6 (k �� % +V,o 6 .. xl I � � 13/4 111/8 (FLUSH) II I 11l/8TJI 21016"O.C. I' I j I I xl }3i4 X 11 /8 LVL (FLUSH) I !I x I, I I I I I 13/4 x 11,4 LvL-j i (FLUSH) ! IIvB TJI 210 is I6" O.C. 4 x 12 — 11 L -- - 0ft x 1 STRONG -WALL SB. --- - --L--L SEE St IOWN pRODUC'T GUIDE FOR PORTAL INStALLAT10K N -I- (TYP. OF 2) iE \�Vb Illks TJI 210 6 1(o" O.C. 2x12FTHF2 31/2 x 111/8 LVL DBL JOIST SECOND FLOOR FRAMING PLAN 1/4 11=1 I-0" �A MIAI lieu � l,NIT 'B' LSTA30 - HDR d SILL TO 3x 13LOMMG. (TYP.1 PLACES) Q42, Ilya TJI 210 9 16" D.G. I I �I a-, I � 1�/a x� II�B LYI- FLUSH) •r I �v I I I i A >�4�a LVL Ile (FLUSN) � o .a co W p V1 t.: p tD co ao 44 e cc a po O^ to v W cQ W � co cQ I I � LSTA24 -BEAM ! = t0 TOP PLA Te {� SWSB12 x 1 STt s-WALL SB. SEE ampsoli PRODUCT GUIDE m y j� FOR PORTAL NOTALLATIM I (TYP of 2) (P .� I X — 4 x 12Zi� L IIl/B TJI 210 16" O.G. L" / C , �Vt'fc.\IqF-ID F �1✓E N CO�p1.1P ul 00 14 i�-- SEP 12 016 I 2 x 12 Pt HF2 j ®16" O.C. LL 6 DBL JOIST CID , O0 �iUllcWita ON \ .� vv .-.. 3 12 x 111/8 LVL RECEIVED {�— �i S'0r CITY OF TUKWILA CID 4� JUN 1 1 2015 FRAMING NOTES: PERMIT CENTER L SEE ARCHITECTURAL FOR ITEMS AND DIhtSNSIONS NOT SH0111r1. 2. SEE SWEET StO FOR GENERAL, STRL CIURAL NOTES. 3. FRAME ALL BEARING WALLS WITH 2xb HF2 ® 16" O.C. UNLESS NOTED all- iJISE. f EiBSgN 4. ALL HEADERS t0 BE 410 DF +2 UNLESS NOTED GUISE S. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. = 6. FLOOR JOISTS TO BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT BY BLOC KING. 1. USE SIMPSON IUS TYPE FLOOR JOIST HANGERS UNLESS NOTED OTHERWISE. 8 ® INDICATES PONT LOAD FROM ABOVE. PROVIDE SOLID BLOCKING BELOW. 3 0 INDICATES HOLDOWN STRAP. USE MSTC40 UNLESS NOTED OTHERWISE. 10. X INDICATES SHEAR WAIL. SEE SCHEDULE ON SHEET Sto 0 FOR SHEATHING AND NAILING. COFYRIGHT 2015, SEGA ENGINEERS . JOB 15-014 ' 'j"O N GNw`0( p`\IkS\a 3k \\ I ROOF FRAMING PLAN 1 /4"=1'-0" I O O O txo 0 a to to 0 to O o] �co A � UC) • C O I O � CO N ^ p, O w co m co rn CQ CQ JOB 15-014 z Fl- / / / VALLEY UNDERLAYMENT / OVERLAP / FLASHING DRIP EDGE 6 OVERLAP FLASHING FLASHING 1. \''O LOCATE THE UPPER SHINGLES / 3" FROM THE CENTER LINE OF / THE VALLEY FLASHING ON EACH / E LOWER END SHALL START COURSE OVERLAP DIVERGE FROM EACH OTHER INVERTED SHINGLES PAPER 12" / / 1/8" PER FOOT / 6" END LAP / FOURTH COURSE (FULL SHINGLE THIRD COURSE / (CUT OFF II 1/4") SECOND COURSE (CUT OFF 5 1/2") STARTER COURSE (INVERTED SHINGLE) FIRST COURSE (FULL SHINGLE) ROOF AND VALLEY` INSTALLATION SCALE: N.T.S. ALL ROOF PENETRATIONS MUST BE MIN. OF 12" FROM RIDGE -, PENETRATION 42" THROUGH ROOF ` rr r'r rrr MUST FALL OVER TRUSSES INSTALL PREFORMED 2.4" MIN. FROM FLOW LINE FLASHING FLANGE PER ROOFING MANUFACTURER EXTEND FLASHING 3" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER PLACE FABRIC STEP FLASHING REINFORCED FLASHING ° BEHIND RAFTER \ F 2" OVERLAP �`. LEAVE 1 1/2" GAP ° BETWEEN FASCIA DOUBLE `�,J' AND WALL RAFTER IF NECESSARY.00 N2 NAIL NEAR TOP FASCIA EDGE ABOVE EXTEND ROOF PAPER PREVIOUS FLASHING EXTEND ROOF PAPER UP THE SIDE OF WALL A MINIMUM OF 6 UP THE SIDE OF THE WALL 6" MINIMUM ROOF TO WALL � SCALE: N.T.S. EXTEND FLASHING 3" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER FLASHING AT INSIDE CORNE STEP FLASHING - SCALE: N.T.S. EXTEND FLASHING 3" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER nib RIZONTAL WALL ROOF FLASHING 'ER CORNER FLASHING EXTEND ROOF PAPER UP THE SIDE OF THE WALL 6" MINIMUM PLACE STEP FLASHING UNDER INSIDE CORNER INSIDE CORNER AT ROOF- -SCALE: N.T.S. FLASHING AT OUTSIDE CORNER ROOF VALLEY — ,OUTSIDE CORNER AT VALLEY_ IF SCALE: N.T.S. NOTE: FLAT ROOF SHALL BE INSTALLED PER THE MANUFACTURERS INSTALLATION SPECIFICATIONS TO INCLUDE PARAPET WALL COPING OR CAP FLASHING EXTEND FLASHING 3" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER HORIZONTAL WALL TO ROOF FLASHING OVER\ CORNER FLASHING . ROOF ALL PENETRATIONS TO BE MIN. OF 12" IN ALL DIRECTIONS FROM OTHER PENETRATIONS TO ALLOW FOR PROPER ROOF APPLICATION SCALE: N.T.S. STEP FLASHING STEP FLASHING WITH INTEGRAL DIVERTER 45 DEGEE BEND TO DIVERT WATER ONTO ROOFING FASCIA 1/2 X 2 CEDAR OR P.T. AT 14" O.0 OVER PAPER EXTEND BUILDING PAPER TO TOP OF CHIMNEY BEHIND ALL TRIM PREFABRICATED CHIMNEY TOP !1 CHIMNEY TOP - SCALE: N.T.S. EXTEND GABLE 6" PAST 6„ CORNER WHEN GABLE OCCURS AT AN OUTSIDE CORNER PLACE TARGET FLASHING BEHIND ROOF RAFTER ROOF SHEATHING ROOF RAFTER LEAVE 1 1/2" GAP BETWEEN FASCIA AND WALL ��vo\l RAE BOARD DRIP EDGE ROOF TO WALL AT RAKE SCALE: N.T.S. SIDING EXTEND ROOF PAPER ' UP THE SIDE OF THE WALL BUILDING PAPER 6"MINIMUM i OVER FLASHING FLASHING AT OUTSIDE CORNER 00, PLACE STEP FLASHING UNDER OUTSIDE CORNER EXTEND ROOF PAPER UP THE SIDE OF WALL 6" MINIMUM 12 OUTSIDE CORNER SCALE: N.T.S. THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS. FLASHING AS SHOWN OR AS SPECIFIED BY ROOFING MANUFACTURER ROOF TO WALL SCALE: N.T.S. SCALE: N.T.S. FLASHING AT OUTSIDE CORNER RAKE BOARD DIVERTER FLASHING 45 DEGEE BEND TO DIVERT WATER ONTO ROOFING EXTEND ROOFING TO COVER BARGE BOARD a ROOF DIVERTER � acme: N.T.S. IL —' O� • JN U W IF—" O > ? r— %4 Ln Cr W� W� ICY zo 0= 0= `9cy 5� NO 1— tV^ ",.n tD O WN zv �o C14 N0 z`„ OX Oz ()a m<C N<L =W ILLL DRAWN : B.R.M. DATE 11/12/2012 SCALE : AS NOTED SHEET OF fO I SHEETS SURE FLASH - METHOD "B" PLUS 220915 — 9" ADHESIVE FLASHING AT SILL AND HEAD OR 220930 — 9" ADHESIVE FLASHING FOR PENETRATION SEAL 210315 — 3" FLANGE EXTENSION AT INSIDE HEAD FLANGE 200900 — 9" SURE FLASH WRAP FOR JAMB 330250 — 2" MESH TAPE OVER FLANGE AT JAMB OR 330350 — 3" MESH TAPE FOR PENETRATION SEAL 9" ADHESIVE SEAL — OVER FLANGE AT HEAD 2" OR 3" SF MES OVER FLANGE A FLASH WRAP AT 3" FLANGE EXTENSION UNDER FLANGE AT HEAD SURE FLASH COMPONENTS WINDOW INSTALLATION PROCEDURE SCALE: H.T.S. AT DECK AREAS. LAP DOOR PAN OVER DECK TO WALL FLASHING STEP I 9" WIDE MOISTOP OR EQUIVALENT BUILDING PAPER AT HEAD JAMBS AND SILL. OVERLAP AS SHOWN ONE PIECE GALVANIZED DOOR PAN. DO NOT PIERCE FLASHING INSTALL CONT. BEAD OF N % I.CAULK TO DOOR PAN We PRIOR yIIII� 2 1/2" INSTALL A CONT. BEAD OF CAULK UNDER BUILDING PAPER --� STEP 2 STEP 3 INS FL STEP 1 STEP 2 INSTALL ENAMELED OR GALVANIZED STEEL DRIP FLASHINGS TOP OF FLASHING I" AT 105 DEGREES —� 1/•4" DRIP�m� INSTALL FLANGE EXTENSION AT INSIDE OF WINDOW HEAD FLANGE EXTEND BUILDING PAPER OVER METAL FLASHING INSTALL MOISTOP OR EQUIVALENT BUILDING PAPER WEATHERBOARD FASHION STARTING FROM THE BOTTOM STEP 5 STEP 6 1 WINDOW, JAMB MESH AN HEADER ADHESIVE ING millillillillillill! i 1 1, UOR 4 ap I, m,' I ---- III � I � I I mill = SCALE: N.T.S. PLACE WOOD BLOCK OVER BUILDING PAPER. EXTEND PAPER 6" BEYOND BLOCK ON ALL SIDES PLACE VINYL BLOCK OVER BUILDING PAPER. EXTEND PAPER d" BEYOND BLOCK ON ALL SIDES LAP NEXT COURSE OF PAPER OVER TOP AND SIDES OF VINYL BLOCK ,��Cf—illoliki TUCK BUILDING PAPER UP UNDER PAPER PLACED UNDER VINYL BLOCK MANUFACTURED VINYL BLOCK SCALE: N.T.S. INSTALL ANODIZED ALUMINUM. GALVANIZED OR ENAMELED STEEL DRIP FLASHING OVER ALL WOOD BLOCKS — LAP NEXT COURSE OF PAPER OVER FLASHING AND DOWN SIDES OF BLOCK TUCK BUILDING PAPER UP UNDER PAPER PLACED UNDER WOOD BLOCK WOOD BLOCK FLASHING AND DOWN OVER VENT I" TOP OF FLASHING AT 105 DEGREES I VEIRT AT BELLY BA11111 D SCALE: N.T.S. THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS. // NOTE: BUILDING WRAP OR W.R.B. WILL COVER/OVERLAP HEAD FLASHING 0 HEAD FLASHING WITH END DAMS. DIRECTLY ABOVE WINDOW (PLACE HEAD FLASHING OVER WINDOW WRAP AND UNDERNEATH BUILDING WRAP) NOTCH BUILDING WRAP AROUND WINDOW OPENING RECEIVED WU IL —` J� U,1 U zac d cr� 0 L1� u3 ^u'i -1 f- L1 Ln 5 O I— cv M `„ to v~i Qo O cA� Gn Way zV cyW z`.; 0� Oz pQ w< —W ILu- Adak LAM b ai �. nt,4U� x, oT. Luz of .. .x ,y DRAWN : B.R.M. DATE : 11/12/2O12 SCALE : AS NOTED SHEET 2 OF SHEETS EXT. SHEATHING PER STRUCT. BUILDING PAPER OVER FLASHING FLANGE EXTERIOR SIDING PER ELEVATION 2X6 TOP PLATES Z-STEP FLASHING 5/4X TRIM BITUTHENE TAPE OVER BUILDING PAPER OVER WNDW. FLANGE (HOLD PAPER BACK FROM FLANGE/FRAME JOINT 3/4" TO ALLOW BITUTHENE TO SEAL TO FLANGE) CAULK DAM BEYOND (FULL DEPTH) SET IN CONTINOUS BEAD OF CAULK AT WINDOW FLANGE AND ENDS SCALE: N.T.S. UEGC UUA I IN( DRIP MTL. FLASHING ROUTER EDGE OF S TO DEPTH OF FLASI BITUTHENE FACE OF BEAM OR JOIST 2X FASCIA TOP MUST BE FLUSH WITH TOP OF BEAM NAILER BACK FACED R-21 BATT OR BETTER PER WA. STATE - ENERGY CODE Aw- HDR. PER STRUCTURAL NAIL FLASHING ABOVE WINDOW FLANGE FLASHING PAPER FACE WRAP ONLY 1/4" CONT. SHIM NOTE: (TYP.) WRAP BEAM WITH 5/8" TYPE "X" G.W.B. OR AS REQUIRED FOR I -HOUR CONSTRUCTION ASSEMBLY DEC [BEAM SCALE: N.T.S. EXT. SHEATHING 1/4" CONTINUOUS culm SIDING PER ELEV. CAULK ALL AROUND TRIMS 5/4X TRIM CLOSE CELL BACKER ROD AND CAULK (TOOLED JOINT) JOIST HANGER (WHEN BEAM IS PRESENT) JOIST PER STRUCTURAL SCREEN VENT AT EA. JOIST SPACE PER IBC BEAM OR RIM JOIST PER STRL. NOTE: INSTALL SIDING PER MANUFACTURERS SPECS. DO NOT NAIL TRIM OR FLASHING THROUGH WINDOW FLANGE REPAIR OR REPLACE WINDOW IF FLANGE BREAKS CAULK ALL SEAMS, JOINTS AND CORNERS OF FLASHINGS SCALE: N.T.S. VARIES INTERIOR FLOOR ��\�G a0? FASTEN FRONT AND SIDE AT TOP EDGES WITH NON- CORROSIVE FASTENERS - FOR ELASTOMERIC COATING: 24 GA. FULLY SOLDERED FOR MEMBRANE DECKING: PVC -COATED 24 GA. SHEET METAL OR PER MANUFACTURER REQUIREMENT SCALE: N.T.S. 1 BITUTHENE TAPE OVER BULIOING PAPER OVER WNDW. FLANGE (HOLD PAPER BACK FROM FLANGE/FRAME JOINT 3/4" TO ALLOW BITUTHENE TO SEAL TO FLANGE) A RECOMMENDED SOLUTION IS TO TRIM AND FOLD THE FLASHING ON SITE, AS SHOWN BELOW I. TRIM FLASHING LONGER THAN HEAD CASING AND NOTCH BACK TO CASING AT FOLD IN FLASHING 2. FOLD DRIP UP TO CREATE UPTURNED END DAM FLASHING 26 GA. 3. VERTICAL EDGE HEMMED BACK AND HELD 1/8" OFF FACE OF CASING SURFACE OF SIDING TO BE APPLIED LATER IFOLDED HEAD FLASHING WINDOW/DOOR HEAD FLASHING SCALE: N.T.S. DOOR OPENING SIDE DAMS 4"METAL FLASHING FRONT DAMS 4" SLOPE WITH DECK BACK DAMS PATIO/BALCONY THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS. HEAD JAMB HEADER PER STRUCTL. SHEATHING WRAPPED WITH MOISTURE BARRIER SIDING PER ELEV. FLASHING IF EXPOSED TO WEATHER CASING ATTACHES TO EXTERIOR FRAME OF BUILDING INSULATION RABBETED JAMB EDGE OF CASING BOTTOM RAIL OF DOOR CARPET AND PAD FINISHED FLOOR SUBFLOOR WOOD OR MTL. THRESHOLD W/ WEATHER STRIP SILL WITH DRIP 24 GA/ G.I. PAN FLASHING WITH END SET IN SEALANT DECK—. I (B.) CORNER iii i (D.) FLASHING 24 GA. G.I. PAN --------- FLASHING ELAST. ON 1" FLASHING .� _i_1111_I_LL_JJ__J__1_ --- ---------- CARPET i,X 'I PAD Q GYPCRETE 4" MIN. FIN. FLOOR SUBFLOOR -- --------------� IX4 BLOCKING TYP. FLOOR CONST. (A.) 4X4 G.I. VARIES WITH TYPE WALL FLASHING OF DOOR SILL/ THRESHOLD DECKING PER PLAN SECTION WALL FINISHES - SCALE: N.T.S. ADD SHIM AND SCREW JAMB TO FRAMING BEHIND HINGES OF HEAVY DOORS CASING ATTACHED FIRMLY TO FRAMING RABBITED JAMB SIXED TO WIDTHE OF WALL (FRAMING. SHEATHING, INTERIOR FINISH) EDGE OF SILL BELOW 2 ON �— SIDING PER ELEV. SHEATHING PER WALL TYPE RIM JOIST SILL BLOCKING UNDERJOINT BETWEEN OWN+ NOTE: SUBFLOOR AND SILL �'4`� EIXTERIALL EDES OR DOORS TO PREVENT SWELLING fjG SILL 60\NC,O EXTERIOR SWING DOOR �v SCALE: N.T.S. U.I rin W U f- N > zW_ N r— �� 00 cr w� w� �� O;e 1_� qo 0=_3 %Ln � QG to O Ln tV in c~n Q� I— O N� '; Ln WC'I z Z3o C4 LU z OX Oz: OQ 2Q cA <[ = W it iL DRAWN B.R.M. DATE 11/12/2012 SCALE AS NOTED SHEET 3 OF fO SHEETS EXTEND BUILDING PAPER OVER METAL FLASHING INSTALL GALVANIZED OR ENAMELED STEEL DRIP FLASHING OVER BELLY BAND SLIP BUILDING PAPER UP UNDER PAPER TO '. PLACE BUILDING PAPER ON BOTTOM OF BELLY WALL PRIOR 70 INSTALLING BAND ::;.....: :.; :. ALL HORIZONTAL TRIM INSTALL MOISTOP OR EQUIVALENT BUILDING PAPER WEATHERBOARD FASHION STARTING FROM THE BOTTOM � LEDGER DETAIL - SCALE: N.T.-S. PLACE BE CAULK BE INSTALLINC FLASHING BEVELED SLOPED C SKIRT TRII PAPER SPLIT FOR CLARITY SEALANT BEVELED OR SLOPED CAP SKIRT TRIM - BASE y STEP 2 OUTSIDE CORNER 2QBELLY BAND SCALE: N.T.S. == I" TOP OF FLASHING AT 105 DEGREES 1/'411 DRIP FLASHING PROFILE SCALE: N.T.S. BEVELED OR SLOPED CAP SKIRT TRIM - BEVELED OR SLOPED CAP SKIRT TRIM - PLACE BE CAULK BE INSTALLINC FLASHING s it tr 1 i PAPER SPLIT FOR CLARITY 50% OVERLAP AT ALL HORIZONTAL JOINTS SEALANT (DOUBLE LAYER) INSTALL CORNER --FLASHING\ E--- WALL STEP I STEP 2 BELLY BAND STEP 2 OUTSIDE CORNER �� WALL PLACE BEAD OF CAULK BEFORE INSTALLING FLASHING BASE y BASE y INSIDE CORNER SWUM ��— WALL II E—_ WALL !1 BELLY BAND - SCALE: N.T.S. �— LAP FLASHING 4" MINIMUM METAL FLASHING SET FLASHING LAP IN BED OF SEALANT - FLASHING LAP � SCALE; N.T.S. THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS. PLACE BEAD OF CAULK BEFORE, INSTALLING FLASHING STEP I BELLY STEP 2 INSIDE CORNER BEAD OF SEALANT FOR OVERLAPPING BUILDING WRAP SCALE: N.T.S. EAD OF SEALANT ETAL COMPRESSION LASHING (DO NOT IVER COMPRESS) RIM BOARD EXTEND TARGET FLASHING 4" ABOVE METAL FLASHING TRIM 2D aET HIND FAR , REv�CO pVEOG� C�� PPp�� p16 RECEIVED CITY OF TUKWILA WU [L wul NN O z�m 00 cr00 111N !U00 �N �z �•� 04 fOo -tom U� HU ..uNi tee" Niq lxl � i Llo �� Ln WN ZU NW z— 0Q Oz pLl d)< =W ILLL FTE B.R.M. 11/12/2O12 SCALE AS NOTED SHEET d I OF fO SHEETS DECK �. SHEATHING EXTERIOR WALL BACK ELEVATION SCALE: 1/4' . P-O' .� DECK SHEATHING MOISTOP OR EQUIVALENT BUILDING PAPER (12" C ABOVE,--" EQUIV L BUUIILDINGEr FLASHING) PAPER (12" cp ABOVE FLASHING) MOISTOP OR EQUIVALENT DECK TO BUILDING MOISTOP of WALL PAPER BUUIILDINGENi TRANSITION (EXTEND 12" PAPER FLASHING MIN. BEYOND MIN TBE OEND W (TYP.) FLASHING AT DECK JOIST DECK FACE) MOISTOP 0 EQUIVALEN BUILDING PAPER (EXTEND I'2 MIN. BEYON FLASHING UNDER DEC,,.) !1 DETAIL I �J SCALE: N.T.S. MOISTOP OR EQUIVALENT BUILDING PAPER (12" ABOVE FLASHING) NOTE: BUILDING PAPER LOCATIONS AND DIMENSIONS TYP. BOTH SIDES OF EXTERIOR WALL UNDER DECK .o7ki1 _►D SIDE ELEVATION SCALE: 1/4' . 1'-0' FLASHING AT DECK/WALL CONNECTION SCALE: N.T.S. THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS. FLASHING AT DECK/POST CONNECTION 3 SCALE: N.T.S. FOR � RED \EO pL\PN�� 5g 12 �. oilu ��S\o�� G\��NGV.,. wU W cWj wul u.t00 c �N ^C4 Ln a ; `n� Ln wC4 z0 w ox �a _w (L LL fix u i� 0 00 ,, fi o: 0 ,j ri DRAWN : B.R.M. DATE 11/12/2O12 SCALE : AS NOTED SHEET OF: SO SHEETS SIDE ELEVATION SCALE: N.T.S. MOISTOP C EQUIVALE� BUILDING PAPER (12" ABOVE FLASHING) MOISTOP OF EQUIVALENT BUILDING PAPER (EXTEND 12" MIN. BELOW DECK JOIST c FPS F qe�� \LNG ,FLASHING AT DECK/WALL CONNECTION SCALE: N.T.S. NOTE: "FIRE AND ICE" PEEL-N-STICK TO BE APPLIED OVER ENTIRE CRICKET WITH d" LAP TO CONNECTING MATERIALS FLASHING AT EXTERIOR WALL/CRICKET SCALE: N.T.S. EXTERIOR WALL FRAMING EXTERIOR SHEATHING "FIRE AND ICE" PEEL-N-STICK TO LAP OVER EXTERIOR WALL MIN. 6" THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS. DECK SHEATHING DECK TO POST TRANSITION FLASHING FLASHING AT DECK/POST CONNECTION GOp AppRpVE SEQ 12 T��6 -�vot o G� DECEIVE© CITY OF TUKWILA JUN 1 12015 PERMIT CENTER GENERAL NOTES: 1) ALL WOOD IN CONTACT WITH ANY SURFACE THAT WILL PROMOTE DECAY, I.E. CONCRETE, ROOFING, ETC. SHALL BE TREATED. 2) METAL FLASHING (Z-FLASHING) TO BE INSTALLED AT ALL HORIZONTAL RUNNING WOOD INCLUDING MOUNTING BLOCKS FOR LIGHTS, HOES BIBS, BELLY BANDSAINDOWS AND DOORS ETC. 3) DEVIATIONS FROM THESE DETAILS WILL NOT BE EXCEPTED WITHOUT PRIOR APPROVAL. 4) 1/2" MINIMUM AIR SPACE SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND ANY SPLASH SURFACE. 5) END CUTS SHALL HAVE SEALANT (END CUT SOLUTION) APPLIED PRIOR TO INSTALLATION 4) TARGET FLASHING SHALL BE FABRIC REINFORCED OR A POLY MATERIAL INSTALLED AT ALL THROUGH -WALL PENETRATIONS. 1) METAL FLASHING SHALL BE 26 GA. MINIMUM UNLESS NOTED OTHERWISE. 8) ENCLOSURE SUBSYSTEMS NOT COVERED IN THESE DETAILS ARE SUBJECT TO MANUFACTURERS INSTALLATION SPECIFICATIONS. wU tL —' LLI wo >}Ln 2rtx <[� Cr cr00 wW Lu . 2N p0 QF U� ^ten � O N �N Llz cA0 Ln w �Q N� a Oz p� T<C tf!<C =W I[LLL LLj CL Luz r; <t r a�M i g b Aff DRAWN : B.R.M. DATE : 11/12/2012 SCALE : AS NOTED SHEET OF SO SHEETS