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Home My WebLink AboutPermit D15-0141 - EAST WEST TOWNHOMES - LOT 7 - NEW TOWNHOUSEEAST -WEST TOWNHOMES - LOT 7 5035 S 109T" CT D15=0141 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.Tukwi[aWA.Rov COMBOSFR PERMIT Parcel No: Address: 5035 S 109TH CT Project Name: EAST -WEST TOWNHOMES - LOT 7 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: JK MONARCH Address: PO BOX 188, PUYALLUP, WA, 98371 Permit Number: D15-0141 Issue Date: 1/3/2017 Permit Expires On: 7/2/2017 Phone: (253) 722-4864 Phone: (253)' 840=5660 Expiration Date: 8/1/2017 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 Project Valuation: $267,240.04 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-B Electrical Service Provided by: Fees Collected: $21,449.84 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: 1 Street Use: Water Main Extension: Water Meter: Yes --�4 Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit an, a ee to the conditions attached to this permit. Signature: Date: 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). 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) 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) 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) 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) Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) Fire hydrant installation requires a Public Works permit. 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 11/4" 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) 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 (1-14-0045). 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: 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. 19: Any material spilled onto any street shall be cleaned up immediately. 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 21: 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. 22: 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. 23: 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. 24: 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. 25: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 26: 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. 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 37: 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. 38: 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. 39: 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. 40: 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). 41: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 42: 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. 43: 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. 44: ***MECHANICAL PERMIT CONDITIONS*** 45: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). M 46: 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. 47: Manufacturers installation instructions shall be available on the job site at the time of inspection. 48: 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. 49: 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. 50: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 51: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 52: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 53: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 54: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 55: 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. 56: 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. 57: 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. 58: 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. 59: 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. 60: 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. 61: 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. 62: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 63: 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 64: All wood to remain in placed concrete shall be treated wood. 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.TukwilaWA.gov WATER METER INFORMATION Parcel No: Permit Number: D15-0141 Address: 5035 S 109TH CT Issue Date: 1/3/2017 Permit Expires On: 7/30/2017 Applicant: EAST -WEST TOWNHOMES - LOT 7 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: 21540136 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 0. CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httl2://www.TukwilaWA.izov SITE LOCATION Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** 3-Unit Townhouse Lot #7 Unit A a � {� C2101 tt King Co Assessor's Tax No.: 687420-1065 Site Address: 51st Ave Sand South 111th St Suite Number: Floor: Tenant Name: New Tenant: ❑ .....Yes ®..No PROPERTY OWNER Name: X 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: BK 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 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: K U, vLotrob Address: ►V d x— , JJJU0State: City: pULAC W Zip: 1 v 11 Im H:\ApplicationsTomms-Applications On Line\2011 ApplicationsTetmit Application Revised- 8.9-1l.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 169,133 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 Addition to Type of Type of Existing Construction per Occupancy per Existing Interior Remodel Structure New IBC IBC I" Floor 268 VB R3 2 ad Floor VB R3 859 3rd Floor 870 VB R3 Floors 1 thru I -! 1 l V 4 R3 Basement Accessory Structure* Attached Garage VB R3 390 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 VI....... No If "yes", explain: FIRE PROTECTIONIHAZARDOUS 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. HAApplicationsTo=-Applications On Line\2011 ApplicationsTertnit Application Revised - 8-9-11.docx 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 #1 for fees and estimate sheet. Water District © ...Tukwila El ... 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 ADnlication (mark boxes which am ❑ ...Civil Plans (Maximum Paper Size —22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) . ❑ ...Hold Harmless— (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way © ...Total Cut 190 cubic yards 1Z ...Total Fill 1,308 cubic yards ® ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ .. Curb Cut ❑ .. Channelization ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ .. Looped Fire Line ❑ .. Utility Undergrounding I ® ...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\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 Page 3 of bh L.,C-+ 4-7 unA-N PROJECT INFORMATION — Valuation of project (contractor's bid price): $ (, it 3 0O Scope of work (please provide detailed information): WbJ SlV1JVe � viil � s:4 ?-fsoeoee. P DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 2 (og I' floor 2 rid floor Garage a carport ❑ 370 Deck — covered a uncovered ❑ ^7 s Total square footage 'L 3 9L-1 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: -I Value of mechanical work $ *, 000 furnace <100k btu appliance vent thermostat 1 wood/gas stove emergency generator fuel type: ❑ electric 9 gas 5 ventilation fan connected to single duct other mechanical equipment water heater (electric) PLUMBING: Value of plumbing/gas piping work $ 71' 000 2 bathtub (or bath/shower combo) bidet clothes washer dishwasher floor drain shower y lavatory (bathroom sink) sink water closet A_ water heater (gas) lawn sprinkler system Z gas piping outlets H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 Ldocx 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 Print 06/09/2015 Day Telephone: (253) 722-4864 Mailing Address: PO Box 188 Puyallup WA 98371 City State Zip MAppliwionsTonns-Applications On Line\2011 ApplicationsTermtit Application Revised - 8-9-11.docx Revised: August 2011 Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PWmay adjust estimated fees Loi PROJECT NAME 6t;1��% � > i ,,f I � �-j ��. PERMIT # 5 - o 1, S I S.r Ive 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. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements -gg 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 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 greater of the excavation and fill volumes. $250 (1) 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 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for Is'- 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 (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ A 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) .-e-ee, (6) 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 I to estimate the pavement mitigation fee. 8. 0j 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 Is` 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 Is' 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1" 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Technology Fee (5% of 6+8) E.1 (8) Approved 09.25.02 2 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 10. TOTAL OTHER PERMITS 11 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 Total A through E $ ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ -" B. Allentown Sewer (Ordinance 1777) $ -� C. Ryan Hill Water (Ordinance 1777) $ v �t . D. Allentown/Foster Pt Water (Ord 2177) $ — E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Connection (TMC Title 14) $ Gx G . 74.S�p��ecial -iJwwmi-sl�5;ArA H. I. Transportation Mitigation $ 33 S _..._ Other Fees o c,5 °`' C At ,C ftiS W?; t; C i i Total A through I $ DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ o a . 0-D0- (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 01.01.2014-12.31.2015 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 1 $12525 $300,250 1 $312,775 Temporary Meter 0.75" $300 2.5" $1,500 —7/ 1 / 1 5 Approved 09.25.02 3 Clear Form Last Revised 01/01/14 i 3-138 Tukwila 8 Lot Short Plat — Parcel Numbers Lit o� Tukwila Shari Plat— F 14-0O3z Predeveloprnent parcels — 9 lots 68 420-1065, -1050, -1045, -1040, -1143,-1.14.4, -1145, -1150, 116Q 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 R000.345.830.00.00 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 TOTAL1• 6. 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 SY57EM5 QUANTITYDESCRIPTIONS ACCOUNT 1 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 tr_?"�f f SYSTEMS DESCRIPTIONS• 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 11000.322.900.04.00 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 I 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 1; [' "!SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PAID 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 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 11000.322.100.00.00 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 SEWERALLENTWN/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 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 $2,893.10 PERMIT FEE R000.322.100.00.00 0.00 $2,888.60 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 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� v SYSTEMS DESCRIPTIONS• 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 WATER ALLENTWN/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 $6,00S.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 7 1 MKYSTEMS DESCRIPTIONS ACCOUNTQUANTITY 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 13640.237.114 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 7 177 SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $155,732.69 D15-0142 Address: 5045 S 109TH CT Apn: $19,280.28 1 INCH $7,130.00 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 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 1r1�� 1 SYSTEMS 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 11000.345.830.00.00 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 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 0-CR SYSTEMS DAILY FIELD REPORT 5007 PacifiiI1c Hwy E. Ste 16 Fife, Was!_ igton 98424 Office: (253) 896-1011 Fax: (253) 896-2633 PROJECT NAMEILOCATION PROJECT NO.: JKMonarch.East/West REPORT DATE: Friday, February 27, 2017 REPORT NO.: 06 GR FIELD REP.: DIRT PERMIT NO.: JK — MONARCH EAST / WEST 5044 S 109TM CT, TUKWILA WA REPORT SUBMITTED TO: Contractor Name And Contact: WEATHER & TEMP. Partly Cloudy, 40s Client JK Monarch General: JK Monarch Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Sewer From 4:00 To 5:30 Earthwork From To FIELD NOTES A GeoResources representative arrived on site as requested by Fernando with JK Monarch to observe footing subgrade previously cut at 5004 S 109th Ct, Tukwila, WA. The contractor had previously placed structural fill on the site and mechanically compacted the soils. We performed in -situ density test with a nuclear densometer, in accordance with ASTM D-1557, on several locations on the site. The contractor then cut the footings. A portion of subgrade was undermined in one section of the footing subgrade. The contractor backfilled this portion with native soils and mechanically compacted the subgade. Upon our arrival, we observed what appeared to be native soils backfilled and compacted at approximately a 1 to 1 slope down the excavation. We probed the subgrade in random locations with a %" steel "T"-probe and observed less than 4" of embedment in the backfilled portion of the subgrade. A picture taken during our site visit is included on page 2. Based on our observations, the structural fill placed appears to meet compaction requirements. Should the subgrade become saturated or disturbed prior to the pour, the disturbed soil should be removed and replaced per the project plans. 0 ILY / RECEIVED CITY OF TUKWILA FEB 28 201Z PERMIT CENTER LIMITATIONS: The GeoResources field representative is present on site solely to observe the field activities of the contractor Identified and keep our client informed of the progress and quality of the work. The presence and activities of the GeoResources field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. GeoResources does not have the authority to direct the contractor's work. Any information provided by the GeoResources field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY WRITTEN BY (initial/date) r w DAILY FIELD REPORT PROJECT NO.: JKMonarch.East/West 500 Pacific Hwy E. Ste 16 REPORT DATE: Friday, February 27, 2017 Fife, Washington 98424 REPORT NO.: 06 Office: (253) 896-1011 GR FIELD REP.: DIRT Fax: (253) 896-2633 PERMIT NO.: JK — MONARCH EAST / WEST PROJECT NAME/LOCATION 5044 S 109TH CT, TUKWILA WA t4 7 t t(( Section of F�arlrfillcrJ k-:�- _ LIMITATIONS: The GeoResources field representative is present on site solely to observe the field activities of the contractor r identified and keepour client informed of the REVIEW Y (P initial/date) progress and quality of the work. The presence and activities of the GeoResources field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. GeoResources does not have the authority to direct the contractor's work. Any information provided by the GeoResources field inspector is intended solely to advise the contractor of the technical WRITTEN BY (initial/date) requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, LA sequences, construction site safety, quality of work, and adherence to the contract documents. INSPECTION RECORD Retain a copy with permit �i5--� I � r 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 Project: Type of Inspection: Address: 5X33.5- -5;i Date Called: Special Instructions: 7 Date Wanted: a.m Requester: rf t►I p Phone No: Approved per applicable codes. 1:1 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 l 01 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: rr jrj CCS T S ` Type of Inspection: Address: !Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: L, Phone N KApproved per applicable codes. I`J Corrections required prior to approval. pector: - Date: RENSPECTION'FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - ON INSPECTION RECORD tE,11, Retain a copy withpermit 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 Typ/e of Inspection: 7e,ct: ! :. , s -J L', c l3 Address: Date Called. i G Special Ins ructions: Date Wanted: a.m. Req ester: Phone 4jApproved per applicable codes. Corrections required prior to approval. M ENTS: u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �l INSPE, Retain a INSPECTION NO. MON RECORD _ copy with permit DID i PERMMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: L6r 7 Type of Inspection: 6A5; _/VtJX5T--ZWA1d6V11Wt.i Address: Date Called: 50 jSS. iCJ(T 14-�, , Special Instructions: 4ACC44 ANK'd, L FiHAL- Date Wanted: a.m -11 (� � " � � p.m. ZlNG �ptV,j3iN& rINAL pipe 1h5V4&7'1stJ Requester: Phone No: ❑ Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: PtP4 /l $G-- O K- 01; 01YG— iN S70LA-96W Inspector: if I Date: /— 8 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I 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: kr li�IAJJt�G t�— Type of In pection: Mnj Thaw) 61VAvt Address: pate Ca ed: Special Instructions: 7- &7 Date Wanted: m 2 / % p.m. Requester: Phone No: 10 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: A, Date: F//F7 El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD IS Retain a copy with permit � 71 INS ION 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 Promo, ct: Type of Inspection: / c1,l Address: �� s /O � - Date Called: Special Instructions: lor Date Wanted: Ca.rn- Requester. Phone No: 4 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 bi ', e� j 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: p ` �,q �p ,�1��f �l� % I '7. Type of Inspection: j��A%' Address: Lei M .. T1* Cr �Date Date Called: Special Instructions: 7 Want d: .m. Requester: Phone No: a] Approved per applicable codes. LJ Corrections required prior to approval. `—' paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD �ILI T Retain a copy with permit INS ION 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: 'a Type pectio�rn: / A[& Address: eDate sbsS - S 0 � '�7� Called: Special Instructions: Date Wantey, m. (d S0 1 -7 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2.�oe i � j ' ✓fit st: i ,,nE ..A`; 7r, 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 Project: AAST A/LrST MWIVIVyM,6S Type of Inspection: ROV 617t -IN NEOV41/*fI- Adddreesss: Q J-� v�—Jc , 10 7 % H e� Date Called: Special Instructions: Z-c) 7 Date wanted: 24i� a m_ Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: a k - 10,6uc,#- /V 1244rx-'Mlles Uc (511�Ir- �57Ok - t W1110' r X15C/e-i101�' f3K - � i1C; i / AlSf1 tA�'p� Inspector: r (Date: 7 ` 294 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r 7 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: -e�/YST r S Type of Inspection: R6U61+-/ PG1iyi�/%VC Address: 6D%y —5, 165�14 er Date Called: Special Instructions: 41L5`7" 7 Date Wanted: a.m 7-,2 (Q i 7 p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. MMENTS: ff %h Inspector: 0 1')ate- zl ` J7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Gall 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 Po'^ect: G "JJ -,re1iclAJf1Gh1i5 T e of In pection: Address: 313-vg� Date C ed: Special Instructions: jj L(J% 7 Date Wanted a.m ? '7 7 p.m. Requester. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 114 Inspector: Alam Date:o -7% 1 % REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rIT INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: AXJ7- dve7- ra01yA95' Type of Inspection: F 5i M1V — Address: / .,y 6V 3,7�^ ci p. ! 0q 1 4 �_ 1 Date Called: Special Instructions: LPT Date Wanted: a.m. 17 p.m. Requester: Phone No: Npproved per applicable codes. l.__J Corrections required prior to approval. (Inspector: ) (Date: ` 24, ^j 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 IN TION 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 ;AkZ,- jo)a/v Address: `�-�I Date Called: Special Instructions: f - Date Want m 23' % p.m. lVe—questeU Phone No: Approved per applicable codes. LJ Corrections required prior to approval. nspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ig INSPECTION RECORD j Retain a copy with permit INIWMION NO. PERMIT NO. CITY OE TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' ct: - �% 101't/ - Type of In ection: Address: •= _ _74 e Date Called: Special Instructions: _ f Date Wanted a. 2 p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. 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 pei rmt I TION 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:,')Jt Typ1yye of Inspection: A&-Ak) Address: Date Called. Special Instructions: b r -7 Date Wanted: a.m. f «% p.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Dater ' l REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 111 INSPECTION RECORD A..� Retain a copy with permit UrS l IM&WETION 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: 7- 0 yyws Type of Inspection: JJAailf Sl Address: 21 S CC 15ate Called: Special Instructions: _ s - a. Date WantedA)/7 � p.m. Requester: Phone No: ElApproved per applicable codes. E Corrections required prior to approval. linspector: /�-1 Iuate: /5 , REINSPECTION FEE REQUIRED. Prior to next inspection' fee must be paid at 6300 Southcenter Blvd., Suite 100. Gall 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'ec't:� T pe of Inspection: fA�w Address: Date Called: Special Instructions: i G6r7 Date Wanted: a.m. 1 .m. Requester: Phone No: Approved per applicable codes. l—J Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD _ Retain a copy with permit 'W � INS ION 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: ' WA, Type of//�Inspection: �' A-11m Address: Date Called: Special Instructions: -7 AT- ✓ Date Wan d: a.m. % p.m. lRequegVe'r: Phone No: Approved per applicable codes. 1-1 Corrections required prior to approval. I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD � Retain a copy with permit 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: tom„ Type of Inspection: 1ALLQ+64W1AT6 Address. egl7 (nT— Date Called: Special Instructions: Zo7— Date Wanted /` a.m. /7 p.m. Requester Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: U taA u.-5 OL Inspector: Date: el li 7// 7 ❑ 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 Project: E^ bJLt3 a✓ Type of Inspection: -..�✓� Address: Date Called: Special Instructions: b-T 7y Date Wanted. a. i p. Requester: Phone No: Approved per applicable codes. JCorrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD lam- 0 /Z/ % Retain a copy with permit INSP 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 Prooct: � 4DY&ate f Inspection: Address: 5'03S 516117R4 or Called: Special Instructions: ,7 Date Wanted: a.m. Requester. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 4 41Date: �� G :7 El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection INSPECTION RECORD 0 1 q7( /6) 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 Pr 'ect: e �� Type Inspection: �®� F� Address: 5 , 007 G e Date Called: Special Instructions: Date Wa —'i _ i 7 a.m T Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. IInspector: 'Af Dater _2 V_ J 7 I F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD P)5-), Retain a copy with permit o ] 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: 6D2..5_ 5, / 77-J LET, Date Called: Special Instructions: Date Wanted: a.m. / p.m. Requester: Phone No: XApproved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: Iinspector: ?s < Iuate: -3 V/) 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD N Retain a copy with permit Ol INSPCT—ION 0. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Ut-VSLAQ Tye of Inspection: Address: scu— es Date Called: Special Instructions: -7 [u A / Date Wante a.m. �/ /� p.m. lRequestef. Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: S i TyInspection: ® a4z Address: Date Called: Special Instructions: �.� 7 Date Want a.m. 3 %3 /7 1_Re`qu_es_t_Xr_-_ _ Phone No: IQ Approved per applicable codes. LJ Corrections required prior to approval. Innspector: AAi IDate, -sh3 Cl-7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD .o Retain a copy with permit �i5 Ol�l IN TION 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: S"' r T- Tyggef Inspection: ;A-tU,0-00Af ALL Address: 4 6 S C� Date Called: Special Instructions: �7. 7 Date Wanted .m. Requester Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 11-7 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 DIS-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: I6V h1 Pffl7©l\J VJ ► -1-L- Address: 101-0 i C717 Date Called: Special Instructions: _ LUI 7 Date Wanted: 2 -f 7 p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. Inspector: Date: S 22-2/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD �fs� Old 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: Type of Inspection: Address: 5Z-35' 5, 167mCr,, Date Called: Special Instructions: L.a j 7 Date Wanted: a.m. -z—Z2- 17 p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. �2 22 -) ❑ 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 DI�� ['{ 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: fzffS! 4{/,EST TTA)/V 176O(kS Type of Inspection: FOiJ(Jn-T10.11 WrltL— Address: 5035;- 3, tC09714 d7 ; Date Called: Special Instructions: T 7 Date Wanted: a.m —/ -1-7 p.m. Requester: Phone No: a REINSPECTI6N FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. C INSPECTION RECORD i w Retain a copy with permit 041 INSP TION 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: �, g Type ofrection: Address: 's O Date Called: Special Instructions: bS Date Wante a.. i / .m. Reques . Phone No: Inspector: ) /'Ki//'7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. E INSPECTION RECORDn1 Retain a copy with permit INSP ON 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 `w Project: Type of Inspection: Address: �35"s ! T-' Date Called: Special Instructions: Date Wanted: a.m. 1--2—7-/ 7 p.m. Requester: Phone No: �l / Approved per applicable codes. S.71 Corrections required prior to approval. COMMENTS: 1p nspector: -7/1 REINSPECTION FEE REQUIRED. Prior to next inspfiction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. INSPECTION RECORD Dt `� 1 2 Retain a copy with permit )-5- / Z57 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project 7 Type of Inspection: Address: -f-L Suite #: �3s� S� (c�`� T Contact Person: Special Instructions: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: t Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:. Inspector: Date: f / $ Hrs.: /- d c...i ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsining Aaaress 4ttn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 .r- a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: % r/-- Type of Inspection: Address: Suite #: S-0S�5- s 0 4 G- Contact Person: Special Instructions: Phone No.: Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: - - Ulf i a I /-j E- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: e: -W S -- I Date: l/!;�/i g/ I Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �G Type of Inspection. Si2w , n G�- (.�.✓ Address: Suite #: 5 Contact Person: Special Instructions: Phone No.. ❑ Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: � �� Date: �( �� Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Stance PROPOSE® SHORT PLAT TUKWILA, WA Geotechnical Investigation R (1301L E P� ANCspR %40@ 12 2�16R ,J.� i W►�aCITY Or TUK`,!'vILA G� o G ��v1S�pNDEC 0 3 2015 PERMIT CENTER Prepared for.- C O R R E C ON Abbey Road Group y ' Job No. 13-138 L 1 A P.O. Box 1224 Puyallup, Washington 98372 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.: 186750184 Revised November 19, 2014 1,5. ol qj 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.........................................................................................................16 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 Stantec Revised November 19, 2014 Project No. 185750184 1 Tukwila, WA Geotechnical Investigation Section 1: Introduction "' •' ti'iff e � v� 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 51st 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. 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 515t 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 Stanitec 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 51st 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 515t 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 51s' 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 INVESTIGATION 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 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, landforms, 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 I 3 $tjn{ec Project No. 185750184 Tukwila, WA G eotechnical 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 491" 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 ${ate Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 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 5 stantec Project No. 185750184 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 (MRCS) 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 315t to April 9s`. 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, S,, 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 6 Stantec Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 7: Slope Stability Analyses Additional seismic considerations include liquefaction potential and amplification of ground motions by soft/loose 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 I 7 Sttanttec 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 I 8St}an}� 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. 9.1 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 Stantec Project No. 185750184 Tukwila, WA Geotechnical 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). C All site work should be completed and stabilized as quickly as possible. o 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 Geotechnical 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 1/3 increase in the above values may be used for short duration transient loads. Revised November 19, J 2014 I 11 $tantec Project No. 185750184 III 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 Wall (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 ( 12 stant+ec 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 36OR-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 Stantec Project No. 185750184 Tukwila, WA Geotechnical 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 HB-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 Resting X Fgeometry X Fpfugging Where, I design is the long-term design infiltration rate, Ftesting is the testing factor of safety, Fgeometry is the factor representing the geometric shape and configuration of the system and Fpt„gging is the factor of safety for plugging, For the EPA test method, Resting = 0.30. Fpt„ gging = 0.9 for medium sands. Fgeometry is determined by the equation Fgeometry= 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 Stantec Project No. 185750184 Tukwila, WA Geotechnical 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 $tang 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 D1557. 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 Stantec Project No. 185750184 Tukwila, WA Geotech nical 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 D1557 ** 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)'/2 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 ( 1 T Stantec Project No. 185750184 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. 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.• p wn 3298 �NAILO 11 /19//1 Gopal A. Singam, P.E. Senior Geotechnical Engineer Revised November 19, 2014 I 18 stantec Project No. 185750184 Tukwila, WA Geotechnical Investigation Appendix A — Statement of General Conditions $t3li� 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 �r- Appendix B — Figures: Site and Vicinity Maps Stantec Figures: Site and Vicinity Maps One Team. Infinite Solutions. /)- - J.- ( / 4 )-f-1, ,y w ApproxiepStoUpperlimit- of AUs dV.Slage Depositsca .� I 7 i n HB-S i i+ HB3 B Uniteuildin9 B-2 Bd f_ llHe/ 21 ( i�o _h HB•1 Y B-1 Approximate Boring and Hand Boling Location : •• •Approximate Geologic Contact _ Approximate East Limit of Mass Wastage Overprint A, Note: Figure 5 shows building setbacks from top o(aiope A / Cross Section 0 S l¢ •a ntec a /. I N A Approximate Graphic Scale in Feet) r' mN.6o feet Residential Development 711krvila,Washington SMEAUP rIGURE 2 April, 2014 Approx. Mass Wastage Limits Proposed L 1-8 Holing B-2 6istAve.S. I ....... ............... ................................... 350' 350- ........................... ..................................... ...... ....... ................................................................................................................ s Weathered Advance ClUtwash �'co Mod. Dense to Dense Sande Property Fill ....... ......... .................. .................................... 300. 300. ..................... ..Line............ Unweathered Advance Outwash Very Dense Sands 2501 ................................................................................. I ............... .................... ................ .......... ....... ............ ............................................................................... 260' 49th Ave. S. 200' 200 . .......................... a ........... ................................................................................................................................................................................................................. Pro -Fraser Deposlts Hard Slit 150 . ....................................................................................................................................................................................................................................................................... ISO, Approximate Graphic Scale o V. red) L Inch . so feet Development Tubvila, Washington CROSS (425)&69.9443 SECTION(4 Stantec April, 2014 FIGURE 3 April, sop. 0mt961y-En40nB CondMem (st0a) 1.100 f ( Slow 84b01y• Pmwwd Oonft—(SUdol 2.235 Slaw 8hE00y RowOs •Propaled Con6dom JU!Ilia 0.20) 1.144 to •.•:•, tttp• �a �s• t'NuS- 7N1101TM1 f lit f0� i I f SiL. FL ; 1 7. Jt.Y �• � 'is I+01010 VA4A \ 1 .wKtlrnox�.4 �i l`\i�` II` \ Tilton \. STORM & REC SPACE Not to Scale m3o NE 33rd Place, Suite Bellevue,WA98004 (425)869-11goOstantec (425) 869-iigo (Fax) www.stantec.com n 1„ .S �Y f I!1 i I A. t� { av�mmegown • nm,rnuuu ' - STFfT t ; I `�' r. .,. ,. , ; ► rin to .: Residential Development April, 2014 t 1 • t ' t f • 1 � SITE LAYOUT FIGURE 5 0 N O v N O O N N 8 8 O A O b 0 U01jena13 9 uopene13 Tukwila, WA Geotechnical Investigation Appendix C — Borehole Log Records StdMles Borehole Log Records One Team. Infinite Solutions. PROJECT: Monarch Short Plat WELL I PROBEHOLE 1 BOREHOLE NO: LOCATION:TpMN)(9r WA Stantec B-1_ PROJECT NUMBER:18060184 _ PAGE 1 OF 1_� DRILLING /INSTALLATION: NORTHING (it): FASTING (fl); STARTED 12/24113 COMPLETED; 12124/13 LAT: LONG: GROUND ELEV (it): 290 TOO ELEV (it): DRILLING COMPANY: Davies INITIAL DTW (it): 64 WELL DEPTH (h); •.• DRILLING EQUIPMENT: Limited Access STATIC DTW (R): Not Encountered BOREHOLE DEPTH (it): 76.6 DRILLING METHOD; HSA WELL CASING DIA. (In): -•• BOREHOLE DIA. (In): 8 SAMPLING EQUIPMENT: S IIt S OOn LOIED BY; PH CHECKED nY• GS ad l ly 2 � � � Description Time Sample ID g 7opsolWa�alolion �_ _ _. " _ f _ z.._ 3 $f' �P Medium dense, !ne (o medium flrainea Band i-1h Uace flrovci and 6 slit, yellowish bmun to grayish brown, moist. (Advance Outwash) 6'" 5 8 6- - 10 10 14 15 10 13 - SF' SP; Very dense, fine to medl�m greined'aend wltfi Iocal gravels,-griylsh 15- brown to olive gray, moist to wet. (Advance Outwash) 26 15- 32 20- 24 38 20- 40 25 44 50 25' 50+ 30 46 50 30-, 50+ 35 - 35- 40- 47 50 40 - i X 45- 45. 50- 50 60 i X S5- i 55- 80- 36 44 ' 80- 60+ l 85 tZ' " ILL; 7-ery stlti to hard, silt wfh vaNabto amounts o�senQ endGey, 85 i grayish brown to olive gray, molst. (Pte-Froser Deposits) i 70- 48 48 70- i 60+ E 75 50 75 I i x Borehole teiminnied at 76.5 test. — PROJECT: Monarch Short Plat WELL I PROBEHOLE I BOREHOLE NO:� LOCATION: Tukwila, WA Ste 11t@C P110JECr NUMBER:1867G0184 B-2 PAGE _ DRILLING I INSTALLATION: NORTHING (ft): EASTING (h): STARTED 12124/13 COMPLETED: 12124/13 LAT: LONG: GROUND ELEV (it): 332 TOC ELEV (ft): DRILLING COMPANY: Davies DTW (It): Not Encountered WELL DEPTH (ft): --- DRILLING EQUIPMENT: Limited Access STATIC STATIC DTW (it): Not Encountered BOREHOLE DEPTH (R):31.6 DRILLING METHOD: HSA WELL CASING DIA. (In): --- BOREHOLE DIA. Qn): 8 SAMPLING EQUIPMENT. Spilt S o0i1 LOGGED BY: PH C C KED AY: GS Description �yi Fi Samiple ID ..g.P. SP--SM; Medium tlensa, One to medium grained sand with siil and gravel, 45 SM yellowish brown, moist, (Fill) 0 6 — 7 5= 7 9 SP SP; Medium dense, foe Fo medium grained sand with Face graves r - 10 yellowish brown to grayish brown, moist. (Advance Outwash) 9 10- 12 14 15- - 20 15 SP - SP Dense lU very dense, floe to medium grained senfiwT1tittrace graver X 24 23 grayish brown, moist, (Advance Outwash) 20- 25 20 27 30 25- — 33 25- 40 50 30• 36 30 50 -Bore-Toie terminated M §1,5 re —et.—^^ PROJECT: Monarc7h Short Plat LOCATION:Tukwfla, WA pROJ[CT NUMB-R:186760184, DRILLING I INSTALLATION: STARTED 12/24H3 COMPLETED: 12/24/13 DRILLING COMPANY: StabteC DRILLING EQUIPMENT: Hand Augers DRILLING METHOD: Hand Auger SAMPLING EOUIPMENT: Grab WELL I PROBEHOLE I BOREHOLE NO: (S stantec _ _ HB-1 PAGE_ 1_. OF i,.____ NORTHING (ft): EASTING (ft): LAT: LONG: GROUND ELEV (Ay 321 TOC ELEV (@): INITIAL DTW (ft): Not Encountered WELL DEPTH (K): --- STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (ft): 7.0 WELL CASING DIA. On): ••• BOREHOLE DIA, On): 3 LOGGED nY: PH CHECKED BY.- S 'all $� I Description Samiple ID If B' 11 02 r $ Vegel011on�opsoll _ SP 5P Loose Io inedt'um dense, fine to me3lum grained sen3 with (race gravel and slit, yellowish brown to grayish brown, moist. 5 a 1 5 n 5 8 2 n c Bore olo terminals ell cal. i 0 W PROJECT: orlarch Short Plat Lomiom TukM% WA fAROJECT NUMBER:185760184 DRILLING I INSTALLATION: STARTED 12124/13 COMPLETED: 12124113 DRILLING COMPANY: Stent®C DRILLING EQUIPMENT: Hand Augers ® DRILLING METHOD: Hand Auger SAMPLING EQUIPMENT: Grab WELL PROBEHOLE I BOREHOLE NO: r� (3 Stantec _ _ AB-2 PAGE f OF 1 . NORTHING (ft): EASTING (ft): LAT: LONG: GROUND ELEV (ft): 328 TOC ELEV (II): INITIAL DTW (A): Not Encountered WELL DEPTH (ft): --- STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (ft): 8.0 WELL CASING DIA. (in): --- BOREHOLE DIA. (In): 3 LOGGED By: PH CHECKED BY: G3 S Description Time Sample ID o 1 li -8P Loose to medium dense, tine to medium grained sand wllh trace gravel and sill, yellowish brown to grayish brown, moist. V 5 5' borehole laminated at a teel. PROJECT: MonarchShort Plat LOCATION -.Tukwila, WA PROJECTNUMBER:1867ti0t84_ _. _ DRILLING 1 INSTALLATION: STARTED 12/24/13 COMPLETED: 12/24113 DRILLING COMPANY: Stantec DRILLING EQUIPMENT: bland Augers DRILLING METHOD: Hand Auger SAMPLING EQUIPMENT: Grab WELL /PROBEHOLE/BOREHOLE NO: �� (\ �'� HB•3 PAGE 1 OF 1 _ — NORTHING (ft): EASTING (it): LAT: LONG: GROUND ELEV (ft)-. 326 TOC ELEV MY INITIAL DTW (fly Not Encountered WELL DEPTH (ft):... STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (tl): 6.0 WELL CASING DIA. (In): •.. BOREHOLE DIA. (in): 3 LOGGED BY: PH CHECKED BY: GS .n S' 'X Description Time I F p Semple ID a) m -� Veflelaliolirropsoil — — — -SP P; Laose�o medium dense, floe to me3lum grelnedean3 vrll?i Gate' gravel and slit, yellowish brown to grayish brown, molat, 5- — - 5- i Borehole terminated'al b tae'L PROJECT: Monarch Shart Plat LOCATION: Tukwila, WA PROJECT.NUMBER:1657601t14 DRILLING / INSTALLATION: STARTED 12124/13 COMPLETED: 12/24/13 DRILLING COMPANY: StatnteC DRILLING EQUIPMENT, Hand Augers DRILLING METHOD: Hand Auger SAMPLING EQUIPMENT: Grata WELL / PROBEHOLE / BOREHOLE NO:/� ��a�� ( 11J) v_ . ,....... . NORTHING (ft): EASTING (ft): LAT: LONG: GROUND ELEV (ft): 323 TOC ELEV (ft): INITIAL DTW (ft): Not Encountered WELL DEPTH (it): �- STATIC OTW (ft): Not Encountered BOREHOLE DEPTH (ft): 6,0 WELL CASING DIA. (In): --- BOREHOLE DIA, (In): 3 LOGGED BY: PH CHECKED BY: GS o a° Description Sam TI le ID a ��{{ m S� p cd P o �.. T VP S-1'; Loose to medium dense, Ons to medium grained sertd wtlli trace gravel and silt, yellowish brown to grayish brown, moist. 5- 5- Borehole terminated a16 feet. — — i'r PROJECT: Monarch Short Plot LOCATION: Tukwila, WA PROJECT NUMBER: 1B6760184 ___,.__ ^_— ,. DRILLING / INSTALLATION: WELL I PROBEHOLE I BOREHOLE 140:� �� HB'5 PAGE NORTHING (ft): EASTING (ft): STARTED 12124/13 COMPLETED; 12/24/13 LAT: LONG: DRILLING COMPANY: StenteC GROUND ELEV (it): 317 TOC ELEV (ft): DRILLING EQUIPMENT: Hand AUgers INITIAL DTW (ft): Not Encountered WELL DEPTH (ft): •� STATIC DTW (ft); Not Encountered BOREHOLE DEPTH (ft):7.0 DRILLING METHOD: Hand Auger WELL CASING DIA. (in): --- BOREHOLE DIA. (In); 3 SAMPLING EQUIPMENT: Grab LOGGED BY• PH C ECKED BY• GS Cali Description Ti me Sample ID g a � hri -SP SP Loose to medium dense, fine to medium grained sand with heae gravel and slit, yellowish brown to grayish brown, moist. mZ. Borehole terminated'aF f 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 t-} r- number of additional credits are checked as chosen by the permit applicant. 9 ` Authorized Representative Date All Climate Zones R-Valuea U-Factora Fenestration U-Factor° 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.k.' 21 int 0.056 Mass Wall R-Value' 21/21" 0.056 Floor 301 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. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2016 I &iia of BUILiDI_ - ISION - .1 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. 212. 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) 1a Efficient Building Envelope 1a 0.5 1b Efficient Building Envelope 1b 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 RECEIVED CITY OF TUKWILA �*1200 kwh JUN 1 1 2015 PERMIT CENTER 1. k- w..- 0 1 Z4 1 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. Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as )ecified in Section R402.1.3. Window, Skylight and Door Schedule Project Information EAST -WEST TOWNHOMES - UNIT'A' XXXX 51 ST AVE S TUKWILA, WA Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component uescription Ket. u-tactor 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 1 10.30 Contact Information HIGH COUNTRY HOMES, LLC 424 29TH ST NE PUYALLUP, WA 98373 253-840-5660 Width Height Qt. Feet I"G' Feet Inch Area UA Width Height Qt. Feet in' Feet in, MMEME NE©EMO MMEME MMNME IE©EMO MMEME =MEMO =MEMO NEMESE INME�� MMEME ENMEMO MMEME MIN MMEME MMEME MMEME MMEME MMEME MMEME MMEME MENEME MMEME MMEME MEN NEMENER MMEME MMEME ENME�� MMEME MMEME MMEME MMEMN MHOKI ant Area UA .r • o MUM M ��ME�� Overhead Glazing (Skylights) Component Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Ret. U-factor Width Height Qt. Feet In ' Feet In, 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) M $$$ 267.81 92.25 0.34 Area UA 267.81 92.25 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 ctiHOMES; BAST-WE5ITOWNHOMES�'UNIY�',� ,, �„ HIGH COUNTRY HOMESLLC : .,.en :ate x r` : -- � XXXX 51STAyE S «x'- = A24 29THi:ST NE: %�: , ..,,- „- -- .__ . Tt1RWILA WA W, .V". PUYACLUP_WA98373253-840-5660 Heating System Type: OO All Other Systems 0 Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions -. _ ,._...._.1 -,,. = Design Temperature Difference (4T) Tukwila �' dT = Indoor (70 degrees) -Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1,99 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) F. 16.01 19,970 Glazing and Doors U-Factor X Area = UA Instructions 02(% ` 0.30 80.34 Skylights U-Factor X Area = UA Instructions 0.50 — Insulation Attic U-Factor X Area = UA Instructions R a9- + %v 0.026 ' 8l0 22.62 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions Select R Value No selection Above Grade Walls (see Figure 1) U-Factor X Area UA InstructionsR 21lntennediate 0.056 m._ 3 894' 218.06 Floors U-Factor X Area UA Instructions 0.029 ', ;390 11.31 I R-30 Below Grade Walls (see Figure 1) U-Factor X Area UA Instructions "" ' "' . Seled R value ` ` .�� No selection -- Slab Below Grade (seaFlaure n Instructions F-Factor No X Length UA Select conditioning l+ selection Slab on Grade (sea Froure 1) F-Factor X Length UA Instructions - R-1-10 Perimeter 0.540 , „90 48.60 Location of Ducts Instructions w Duct Leakage Coefficient Conditioned Space b; 1.00 Sum of UA 380.93 Figure 1. Above Grade Envelope Heat Load 17,523 Sum of UAX AT Air Leakage Heat Load 9,921 VolumeX 0.6XATX.018 Building Design Heat Load 27,444 Air Leakage + Envelope Heat Loss Building and Duct Heat Load 27,444 Ducts in unconditioned space: Sum of Building Heat Loss X 1. 10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 38,422 Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump 46 Btu / Hour Btu / Hour Btu / Hour Btu / Hour Btu / Hour (07101113) STRUCTURAL CALCULATIONS FOR THE EAST -WEST 3-UNIT TOWNHOMES PROJECT February 14, 2015 Job No.: 15-014 Location: S Hazel ST @ 51 st Avenue S Tukwila, Washington RE IEwED FOR CODE COMPLIANCE E APPROVO SEP 12 2016 uLa Cit1"G T BUILDDIVISION b)l5-Olyl RECEIVED CITY OF TUKWILA JUN 1 1 2015 PERMIT CENTER SEGA Engineers, Structural & Civil Consulting Engineers 22939 SE 292"d PL (360) 886-1017 Black Diamond, WA 98010 Copyright 2015, SEGA Engineers M 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 3-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 Project East-West Townhomes Job No. 15-014 By: GAT Checked Date:02/01/15 Sht 1 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) (Lat. = 47.50, Long. = 122.27) SEGA Engineers Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 LOADS ROOF DL ••: Roofing (Comp) '/2' OSB 2 x @ 24" Insulation 5/8" GWB Misc. LL Snow, Pt Reduction, Cs 6/12 pitch = 27 deg Total Roof Load DL Flooring 3/4" Plywood 11 7/8 TJI @ 16" oc 5/8' GWB Misc. LL Residential Total Floor Load DECKS DL 2 x Decking 2x10@16"oc Misc LL Residential DL Siding 1/2' Plywood 2x6@16"oc Insul t/2" GWB Project East-West Townhomes Job No. 15-014 By: GAT Checked Date:02/17/15 Sht 2 3.5 psf 1.8 3.5 1.1 2.8 1.5 14.2 psf 25 psf (115% Load Duration) 0.00 (Ct =1.1, other surfaces) 39.2 psf 0.5 psf 2.3 3.3 2.8 1.5 10.4 psf 40 psf 50.4 psf 4.3 psf 2.8 1.5 8.6 40 psf 48.6 psf 3.5 1.5 psf 1.7 0.6 2.2 9.5 psf Copyright 2015, SEGA Engineers SEGA Engineers / PROJECT Structural & Civil Consulting Engineers - SST r � S ` L+ c T 22939 SE 292nd Place JOB NO. — p 1 FIGURED BY C,—t+.F Black Diamond, Washington 98010 (360) 886-1017 CHECKED BY DATE /) S SHEET 3 OF Sri %�'�'►. '� G�V�Gtltrr> � r�11- waa s�) � 1�► ` Co �`7�1f ice) C./I') Z - tl, c� P n i o l4St o�� TLkS)� ytn 1!L (A6L UNt r- ) w - ss►'��-, U ~ O, o, �SC r7��Sr�-►�t i��)3 ` zc�3 ��03 ��h� nt<- Cr z40 le Copyright 2015. SEGA Engineers 5EGA Engineers / PROJECT %Structural & Civil Consulting Engineers1�T 22939 SE 292nd Place JOB NO. ! 1S—n , FIGURED BY t� i�T �-- Black Diamond, Washington 98010 CHECKED BY DATE SHEET OF -1017 (360) 886 j 5 i i �15.11 �►►�t vr7+tR� 2 F O�T1�fn}f� (,�} ,�� . (4��(�S1,�F�� 1%' iPrQ� 3�izxll7/g ka �- r-� --- OL. _ . _ t t.1 �2 29-7,/t 2 F� P, Ok - Copyright 2015, SEGA Engineers SEGA Engineers / PROJECT ' Structural & Civil Consulting Engineers w ST JOB NO. /S_ p j� FIGURED BY (� 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE " 7 SHEET OF (360) 886-1017 l5 S riZ�'1In� j�' SFr.LoM� rLaJ2. - � , K. OIL o-�Z�rc��1= n.�"'l~ V ` ?.A jl Oy (nl' Cr t, ItSSpjr)7-1 rz i K- L4 to 1 r j3 of VI31 S►�r�L�cj�� •. `'L�?.�l klo3 /�M � ��,r2kD �nril�t � — � 4 /�°rT � - CIIjFL FGtG-✓, ) �= rwf L zZ .P 31 2 m< (ZI -7kIz 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. �0 LATERAL LOADS - 3-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 le = 1.00 Table 1.5-2 Cs = 0.153 Eq. 12.8-2 W = Seismic Weight For W: W,,f= (58ft) (45ft) (16psf) + (2) (58ft+ 45ft) (5.0ft) (9.5psf) = 52kips Moor = (58 ft) (45ft) (17 psf) + (2) (58ft + 45ft) (10.0 ft) ( 9.5 psf) = 64 kips Wry., = ( 58 ft) (45ft) (17 psf) + (2) (58ft + 45ft) (9.5 ft) (9.5 psf) = 63 kips W total = 178 kips Design Base Shear, V = (.153) (178 kip) = 27.3 kip E _ (1.00) (27 kip) = 19.5 kip 1.4 WIND Design Wind Pressure, ps = N Kt ps30 Eq. 28.6-1, Sect. 28.6.3 where, = 1.00 0 -15 ft Exposure B Figure 28.6-1 = 1.00 20 ft = 1.00 25 ft = 1.00 30 ft = 1.05 35 ft = 1.09 40 ft K,f = 1.38 Section 26.8 p30 = 17.7 psf 110 mph Figure 28.6-1 (ASD) PO-15 = (1.00) (1.38) (17.7 psf) = 24.43 psf (x 0.6 = 14.66 psf) P2o = (1.00) (1.38) (17.7 psf) = 24.43 psf (x 0.6 = 14.66 psf) P25 = (1.00) (1.38) (17.7 psf) = 24.43 psf (x 0.6 = 14.66 psf) P30 = (1.00) (1.38) (17.7 psf) = 24.43 psf (x 0.6 = 14.66 psf) Pas = (1.05) (1.38) (17.7 psf) = 25.65 psf (x 0.6 = 15.39 psf) Poo = (1.09) (1.38) (17.7 psf) = 26.62 psf (x 0.6 = 15.97 psf) Design Base Shear: (Wind) Vffb = (58ft) (10 ft) (24.4 psf) + (58ft) (5ft) (24.4 psf) + (58ft) (5ft) (24.4 psf) + ( 58ft) (5ft) (24.4 psf) + (53ft) (4ft) (25.6psf) + (36ft) (2ft) (26.6psf)=40.9x0.6 =24.5kips Vss= (49ft) (10ft) (24.4psf) + (49ft) (5ft) (24.4 psf) + (49ft) (5ft) (24.4 psf) + (49ft) (5ft) (24.4 psf) + (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 Wind Loads Govern for Lateral Design - Side/Side Copyright 2015, SEGA Engineers SEGA Engineers/ PROJECT Structural& Civil Consulting Engineers 3 L4.1V 1-r 22939 SE, 292nd Place JOB NO. FIGURED BY Black Diamond, Washington 98010 CHECKED BY DATE 01/s 0//r SHEET OF (360) 886-1017 1ly 44, AS, Vi- )W'w 1-7- ti 1, .� li io I tut ---------- Me Copyright 2015, SEGA Engineers JVb 5 1, .� li io I tut ---------- Me Copyright 2015, SEGA Engineers JVb 5 SEGA Engineers PROJECT Structural & Civil Consulting Engineers SST - y 22939 SE 292nd Place JOB NO. FIGURED BY/ Black Diamond, Washington 98010 (360) 886-1017 CHECKED BY DATE ,t s�' SHEET e) OF % -SHE W4,C Kati - `' 3 '4 3S' lie - get Q`-3��'.► 3'4'1 Z't V F- a► s Copyright 2015, SEGA Engineers s) 1 �3# YS' ,35r-- SEGA Engineers PROJECT "T — N 1 l Mural &Civil Consulting Engineers JOB NO- C FIGURED BY A 22939 SE 242nd Place �V Black Diamond, Washington 98010 (360) 886-1017 CHECKED BY DATE _tjdl SHEETg OF is Sup WA-tj IZ '� t,UU 20 '1h Z'- 01% e"I r Copyright 2015, SEGA Engineers S1EGA ]Engineers PROJECT EAST —WET 3-Unit Structural & Civil Consulting Engineers 22939 BE 292nd Place • Black Diamond, Washington 98010 JOB NO. 15 - 014 FIGURED BY GAT AT (360) 886-1017 • FAX 886-1016 CHECKED BY DATE 02/14/15 SHEET 1/�0 OF lm SHEAR WALL KEY PLAN �— El 13 El (UPPER) 13 0 19 0 6 0 V 0 IIn�I 0 0 0 � 2 3 I-, SHEAR WALL SCHEDULE Mark Minimum Sheathing 1 Sheathing Nailing 1) Anchor Bolts 2 Remarks (4) IA> VV '/p" OSB 8d @ 6" o.c. 5/8' @ 60" o.c. Qa,, = 230 plf or CDX BD '/2" OSB 8d @ 4" o.c. 5/8" @ 32" O.C. Qajj = 350 pif or CDX IC> V '/2' OSB 8d @ 3" o.c. 5/8" @ 16" o.c. Qae = 450 plf or CDX Use minimum 3x studs at abutting panel edges and stagger edge nailing. p'/Z' OSB 8d @ 2" o.c. 3/4" @ 16" o.c. Qaii = 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. T EAST -WEST TOWNHOMES TUKWILA Ww"_coMMY Wa-SO, LLC FILE COPY FjT ST NE PUYALLUP, WA W312 No changes shalt he ma t0'Cove , of work withol, I p;,ior approval of Permit No. �`�� Tuk-,v',Ia Building Division NOTE: F))Jri�- will i quiro a nsw plan submittal Plan rqvio�. subject to errors and c;;.. fznd ad oVj Ie- . - Approvai oi F the violation oi,,Anv adopted code or ordinance. F, of approved Heia ropy and condiL0 is is acknoyi!e 2 MAX PT NAILER PROVIDE APPROVED Dat &MoChanical CAPILLARY BREAK 4 C!(Eiectrical MAL AT Pr MUDSILL BETWEEN City of Tukwila [!�X2 Pfumbing SLAB 4 FrG, R-10 RIGID INSULATION rTr 0 INTERIOR STEM BUILDING DIVISION 91 Gas Piping UjaLLS- RIC-slo INWLATION 240 MIN BELOW GRADE OR TO TOP OF C.'y of Tukxila Foar!103, WHICHEVER 16 LESS BUIP_ 41AL.L. FRAMING-2 2x P.T- F)LATE SEE FLR PLAN FOR WALL LOCATIONS I - 'REVISION MEWED FOR' COMPLIANC PPROVED 24 2017 of Tukwila PROVIDE APPROVE DI BREAK 4 I SEAL AT PTI"LIPS17-Z -2X2 MAX PT NAILER BETWEEN SLAB 4 FTG, R-10 RIGID MLATION TYP * INTERIOR STEM REGISTERED STATE OF WASHINGTON WALLS- RIGID INSULATION 24 MIN BELOW GRADE OR TO TOP OL) FOOTING, W141C+MYER 16 LOW 11 EXIM. 09WAS I --L-R CEIVED CITY OF TUKWILA FEB 2 3 2017 PERMIT CENTER lbls,_ oI1+L I MDP CONSULTING commercial-?ARCHITECTURE-residential P.O. BOX M3 SUNNIM WA, 98390 BUI . 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 7 — 5035 S 109th Ct Dear Mr. Kapustin, This letter is in response to your written request for reinstatement and extension to expired permit application number D 15-0141. 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 D15-0141 WAPerntit CenteAEXtension Letters\Applicatiori.s\2015\D15-0141 App Extension Letter #3.docx 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 0 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-eNmi+5 Jerry E Hight MCP "Ma 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.Hight@TukwilaWA.gov ( http://www.TukwilaWA.gov The City of opportunity, the community of choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: 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 weearelt-e�ased 11/we were unable to extend them. I know Bill has forwarded you our request to get the buildingut I wouldlike 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, R t f E # Z- t Filipp Kapustin Project Manager Cell: 253-722-4864 Office: 253-840-566o Fax: 253-840-3350 Po Box 188 Puyallup, WA 98371 _ eques / Current Expiration Dat 17!' Extension Request: Approved fordays ❑ Denied (provide explanation) iJK MONARC14 fr I N E 1-1 0 i A 1-: S Signature/Initials J RECEIVED CITY OF TUKWILA DEC 2 2 2016 1 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. D15-0141 EAST -WEST TOWNHOMES - LOT 7 5035 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, Bill Rambo Permit Technician File No: D15-0141 6300 Southcenter Boulevard Suite #100 e Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director ••l May 31, 2016 Filipp Kapustin JK Monarch PO Box 188 Puyallup, WA 98371 RE: Request for Application Extension #2 East—West Townhomes — Lot 7 — 5035 S 1091h Ct Dear Mr. Kapustin, This letter is in response to your written request for an extension to Application Number D15-0141. 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 D15-0141 WAPermit Center\Extension Letters\Applications\2015\D15-0141 App Extension Letter #2.docx 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 Request for/Extension # Z- Current Expiration Date: Extension Request: Filipp Kapustin (] JK Monarch Approved for ,�y days P.O. Box 188 ❑ Denied (provide explanation) Puyallup, WA 98371 May 27, 2016 Signature/Initials 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. D15-0141 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, RECEIVED CITY OF TUKVVILA Filipp Kapustin MAY 3 i- �p16 JK Monarch 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. D15-0141 EAST -WEST TOWNHOMES - LOT 7 5035 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. Q1TO 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, J Bill Rambo Permit Technician File No: D15-0141 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 D15-0141 EAST -WEST TOWNHOMES - LOT 7 - 5035 S 109 CT Dear FILIPP KAPUSTIN, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 l x 17 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) "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. 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. D15-0141 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 7 Dear Mr. Kapustin, This letter is in response to your written request for an extension to Application Number D15-0141. 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, Rachelle Ripley Permit Technician File: Permit D15-0141 WAPermit CenteAExtension Letters\,4pplicntions\2015\D15-0140 App Extension Letter.docx 6300 Southcenter Boulevard, Suite #100 e Tukwila. Washington 98188 • Phnne 206-431-3670 9 Fnx 206-d37-3AA5 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 JK Monarch Po Box 188 Puyallup, WA 98371 Cell: (253)722-4864 Office: 253-840-5660 Fax: 253-840-3350 JK MONARCH Ci'ry Wtt_A DEC 0`8 2015 PERMIT CENTER Request for Extension # I Current Expiration Date: Extension Request: Approved for --E- =— days ❑ Denied (provide explanation) L Signature/Initials 1 City of Tukwila � RECEIVED JUL,10 Department of Community Development July 07, 2015 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Correction Letter # 1 COMBOSFR Permit Application Number D15-0141 EAST -WEST TOWNHOMES - 5035 S 109 CT Dear FILIPP KAPUSTIN, An Haggerton, Mayor Jack Pace, Director p. r n r•o y-� CIT 0 i r~.'N1LA 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 l 1x17 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. 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. 2. 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. 3. 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 4. 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. IA, 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 DATE: July 1, 2015 6300 Southcenter Boulevard Sttite #100 9 Tukwila Washington 98188 9 Phone 206-431-3670 • Fax 206-431-3665 PROJECT: East West Townhomes (3 Unit) Lot 6 Unit D 51 st Ave. South / South 111 th Street TL no. 687420-1065 / 1050, 1045, 1040, 1143, 1144, 1145, 1150, & 1160 1st Review Comments PERMIT NO: D 15-0140 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. 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. Fie 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. D15-0140 6300 Southeen.terBoulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 * Fax 206-431-3665 City of Tukwila Department of Community Development November 4, 2015 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Application No. D15-0141 EAST -WEST TOWNHOMES - LOT 7 Dear FILIPP KAPUSTIN: Jim Haggerton, Mayor Jack Pace, Director Permit application D15-0141 for the work proposed at EAST -WEST TOWNHOMES - LOT 7 () 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: 1315-0141 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 0 Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director July 07, 2015 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Correction Letter # 1 COMBOSFR Permit Application Number D15-0141 EAST -WEST TOWNHOMES - LOT 7 - 5035 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 11x17 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. 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. 2. I could not find any details or location for the water heater. Provide clarification or show the water heater. 3. 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. 4. 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 DATE: July 1, 2015 6300.Cnuthrnntar Rnulnvnrd St/%ty #Inn • Tuinviln Wnchinumn 9RIRR • Phnnv 206-431-367n a FnY m6_431.36,(,S PROJECT: East West Townhomes (3 Unit) Lot 7 Unit A 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: D15-0141 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.LV.) 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 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, c' Bill Rambo Permit Technician File No. D15-0141 6300,Cnuthrenter Rn1A.levnrd.Cl/ite #Inn • Tukwila Wa.chinvtnn 9R1RR • Phnnv 2.06-431-3670 • Fnr 2.06-431-3665 PERMIT CQORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0141 DATE: 02/23/17 PROJECT NAME: EAST -WEST TOWNHOMES - LOT 7 SITE ADDRESS: 5035 S 109 CT Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division 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 ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) 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: D15-0141 DATE: 05/19/16 PROJECT NAME: EAST -WEST TOWNHOMES - LOT 7 SITE ADDRESS: 5035 S 109 CT Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 DEPARTMENTS: 1l Build g Division 4 Fire Prevention Public Works ❑ Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) Revision # after Permit Issued ❑ Planning Division ❑ ❑ Permit Coordinator if DATE: 05/24/16 Structural Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/21/16 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 PERM' T C'42 N. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0141 DATE: 12/08/15 PROJECT NAME: EAST WEST TOWNHOMES - LOT 7 SITE ADDRESS: Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: AT Cow , Building Division M Fire Prevention ❑ Planning Division ❑ bm Awc Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 12/10/15 Not Applicable ❑ (no approval review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Structural Review Required ❑ DATE: DUE DATE: 01/07/16 Approved ❑ Approved with Conditions ❑ Corrections Required K� (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED:��, Departments issued corrections: Bldg gj Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 15-0141 DATE: 06/11/15 PROJECT NAME: EAST WEST TOWNHOMES - LOT 7 SITE ADDRESS: $,b357 S 100 C+ X Original Plan Submittal Response to Correction Letter #, Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A�-T caw �- 6-t bi uilding Division Fire Prevention Planning Division Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 06/16/15 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Structural Review Required ❑ DATE: DUE DATE: 07/14/15 Approved ❑ Approved with Conditions ❑ Corrections Required Denied corrections entered in Reviews El (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only j CORRECTION LETTER MAILED: Departments issued corrections: Bld Fire Pln PW Staff Initials: P g� ❑ g❑ 12/18/2013 PROJECT NAME: A` r \N �! W� Y ��Y V t� � PERMIT NO: I ✓ ��I SITE ADDRESS: b^ ORIGINAL ISSUE DATE: il-;�l REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 ICI V-P 1-P Summary of Revision. ,el M J Received b C REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of TukwIlRa Department of Community development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hitn:./,'wvw,TukwilaWA Gov REVESION SUBMITTAL Revision submittals must be submitted in person at the Permit Centers Revisions will not be accepted through the mail, fax, etc, )[Date: 2-Z3 — I .% Plan Check/Permit Number: ►�►�^r �} 13 2 50 1 �-1 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # _t___ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project blame: P N kS`r- t 2 5- t b t L, --7 Project Address: 03 c, S, 1 D9`H GT' Contact Person:_ VSS4E7J& So2 c c Phone Number: Summary of Revision: S to , - LA 17714 c�l�}ri a�1 I P019N!!5jM Oh—tN S uAM1 CITY OF TU PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 4-- Entered in TRAKiT on W:\Permit Center\Templates\FormsURevision Submittal Form. doc Revised: August 2015 Date: .5/1011r, City of 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. Plan Check/Permit Number: (D IS*— <j I (-i ❑ 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: Fci%A — W-eS+ TGwr1 HovvieS L s+ Project Address: S03 S' S 10T C- T Contact Person: F: i \�,) o k G. 0 05 -y1 Phone Number: �2 S 3) ®N O —SY0 Go Summary of Revision: 51 ,s AL im lam. 4� M Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision c Received at the City of Tukwila Permit Center by: f2---Entered in TRAKiT on W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 . . i City ®i Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://ivtivm,.ci.fitkivila.wa.its REVISION SUBMITTAL = Revision submitfals rnrrsi be submitted in person at the Perrrrit Center. Revisions will not be accepted throrrglt. the mail, fax, etc. Date:3 Ji s- Plan CheclrTermit 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 Project Address: 503S S 109 Ct D15-0141_ Contact Person: F%11i7p YG poSil^- Phone Number: _ �3� 8 �{ 0'S (o Summary of Revision: SEE ATTACHED REDLINE COMMENTS. Irma - — W11.4 1015 Sheet Number(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: JK Monarch LLC Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of kj 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-7. Index I lelp Dly I:M Workplace Rights Trades & Licensing Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor. Active. Meets current requirements. License specialties GENERAL License no. 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 Savings No savings accounts during the previous 6 year period. Lawsuits again1. 1st 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 No lawsuits against the bond or savings ac s during the previous 6 year period. Page 2 of 2 L&I Tax debts No M fax 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&I Account ID 280,695-00 ................................. Doing business as JK MONARCH LLC Estimated workers reported Quarter 3 of Year 2016 ' 7 to 10 Workers" Account is current. L&I account representative T2 / CHRISTOPHER WASSON (360)902-6331 - Email: WASQ235@lni.wa.gov Track this contractor, Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. O Washington Slate Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603088988&LIC=JKMONML874NA&SAW= 1/3/2017 A OVEN : HIGH COUNTRY HOMES LLC CONTACT: FRED HEBER 424 2 BTH ST NE PUYALLUP, WA 98312 (253) 640-5660 ARCHITECT: MDP CONSULTING P.O. BOX 1303 SUMNER, WA 983eO (253) 286 --t -313 mark-amdparchltect.com CONTACT: MARK PETER50N SEGA ENGINEERS 22939 SE 2c32ND PLACE BLACK DIAMOND , WA S6010 (360) SSI:o-1011 CONTACT: GREG THESENVITZ CIVIL. NISIN r ABBEY ROAD GROUP LAND DEV. SERVICES COMPANY ROBERT CARIS P.O. BOX 1224 PUYALLUP, WA 983l1 (253) 435-3699 W (253) 446-315c3 F ROBERTCARI SGABBEYROADGROUP.COM TEC:TUf;R L SITE f=L N .7' +E r�i! E e, 6. tom` Iff c��i('1�1�T A e T_ WEST T O W I `I� � 0 M ,5 ❑"ychan!cal xxxx I cJ �l No chanpos sh^11 h^ m;: rdo to the scope ( 1EIc cirical of vmrk, �.vithm t prior approval of 0 piu zbing I u!v.-Aa Eu0cling Division. NOTE: Revisions will require a na'rr plan submittal ❑Gas Piping and may include_ additional plan review fees. { City of Tukwila 04 CO VE • UNIFORM CODES - INTERNATIONAL RESIDENTIAL CODE 2012 - INTERNATIONAL BUILDING CODE 2012"' - INTERNATIONAL MECHANICAL CODE 2012 - INTERNATIONAL FIRE CODE 2012 - INTERNATIONAL FLUM51NG CODE 2012 � �` F�,�'j�$€��t�, , ' G� STATE CODES . ry , 4 - 2012 WASH. STATE ENERGY CODE - WASHINGTON STATE AMENDMENTS 4 PUBLISHED CODE.'na I - ADOPTED CODES OF CITY OF TUKWILA, WA - FLOOR S - FER UNIT UNIT 1A1 � UNIT 'A' - SEE SHEET A1.16 Permit . MAIN FLOOR AREA 268 SQ. FT. -. SECOND FLOOR AREA 859 SQ. FT. Plan raview approval is subjelrt to errors and omission •. THIRD FLOOR AREA 610 SQ. FT. Approval of construoiion documents does not auiho,i2 3 .� TOTAL 199-1 SQ. FT. the violation of any ado d codo ordinance. Recoil )t GARAGE 3eO SOFT. of appr©ved Hold Go an n '; for 31 acknowled;je 9: g UN I T V 13y: g UNIT 'B' - SEE SHEET Al.ib Date: 1 7i '' 121 lu MAIN FLOOR AREA 246.5 SQ. FT. -135.5 city TU1 SECOND FLOOR AREA SQ. FT. 'i89 BUILDING DIVISON � THIRD FLOOR AREA 5Q. FT, I� TOTAL 1-111 SQ. FT. These plans have been reviewed by the Put li Works Department for conformance with ci 48 SOFT. ent DECK City standards. Acceptance is subject to error and - GARAGE SQ.FT. omissions which do not authorize violations o I�-- adopted standards or ordinances. The responsi lity - 1 1 for the adequacy of the design rests totally w UNIT V th th designer. Additions, deletions or revisions to the, e C UNIT 'D' - SEE SHEET A1.Id drawings after this date will void this acceptanc and will require a resubmittal of revised drawing; MAIN FLOOR AREA 268 SQ. FT. for subsequent approval SECOND FLOOR AREA 859 SQ. FT. a10 SQ, FT. THIRD FLOOR AREA Final acceptance is subject to field inspection by TOTAL 199-i 80. FT. the Public Works utilities inspector. GARAGE 3(30 SQ.FT. Date: By: �- LLONED AREA CAL.CS - IRC CODE 2012/ WSBC 51-40 WAG - OCCUPANCY R-3 SINGLE FAMILY TOWNHOMES ® U - GARAGE - CONSTRUCTION TYPE- V-B MULTI -FAMILY 1 HR SEPARATION REQUIRE BETWEEN TOWNHOME UNITS III OCCUF NCi' LOAD C LCS/ OU I RED EX I TS TOWNHOMES IRC R311 1 EXIT REQUIRED ( 2 PROVIDED) 6ENERAL FOJCT NOTES 1. 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. W d 0) 302 300 � 0 a� ._ gU1LDI G DIVISIOt 117.00' ._196 17 8' A PHALT SEE (VIL - ST41 NTf 24" �TAt FT 146. C� C? N It TUI.0 I L,4, WASHINGTON 3-UNIT 5L17G W g x CD \ O s z -TABLE -5' PEDESTRIA PATH WOOD FENCE SEPARATING BACK YARDS, AND REAR LOT LINE, SEE CIVIL FOR DETAILS S87'48'50rE 115.4 ' 33 6' N SPACE OP 19.83' N SPACE 19.83' OPEN SPACE 19 83' �- 6.6 r� O SF 4 SF 284 SF OPENS ACE 284 OPEN �. 269 F c 9 .2' z 2 1 FF= 3.5 FF= FF= FF= 331.5 5 WATER METERS PER 325.5 327.5 329.5 CITY STA DARD PLAN _ (-1 F-1 F-1 rn r w 01 7 4r- I�"=rrn q �•��urrrrrr■6':�,irIH 0 WHO jS.:6ai � �Iiwr.�'/>II��Ti`��9►j®�� ....,.�� n1�:>� ls��' %1�1�.��+.��®, li I a 0 W- AA MEMO MAIN., IN •, V VIM . r Roc- Ln 2 STA 25+69.95 3 WATER METERS PER CITY STANDARD PLAN WS-01 SEP IN BAC YA S, AN fi4,4 Lo LI S E Iv F R T S STA 24+50.00 1 1 51 st Ave S ARCHITECTURAL SITE PLAN NOTE: SEE APPROVED CIVIL DRAWINGS FOR SITE REQUIREMENTS, DRIVEWAYS, SIDEWALKS, AND UTILITY LOCATIONS 11110' 6. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER's APPROVED SHOP 15. IT IS 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 IS IN PROGRESS AND UNTIL THE BUILDING IS OCCUPIED. 16. MATERIALS LISTED IN DRAWINGS ARE BASED ON DESIGN INTENT. ALTERNATE 8. 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. IT 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. 18. ALL WORK SHALL BE PERFORMED AS SHOWN ON THESE PLANS AND IN ACCORDANCE 11, GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADED, UN -CRATING, WITH OWNERS' SPECIFICATIONS. INSTALLATION AND HOOKUP OF ALL FOOD SERVICE EQUIPMENT AND OTHER OWNER Ici. 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. MANY 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 IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL WORK SHALL 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. 5 5 1gTYh $t cmtan 51 ,n :.5 k 5 Ba gar 5t _...: _. t72th St S (Cri jt S.Rxan St• y. ns d�a* a 99.E.,"'W Sp Y1,�• { N 5R'it{IC Ni -N �%z -'s ,� aet st S Nlnilacr St -es S t18th St_- OF VICINITY MAP NTS SITE ADDRESS: XXXX 51st AVE S TUKWILA, WA PARCEL NUMBER: 6871420-1065, -1050, -1045, -1040, -1143, -1144, -1145, -1150, -116 0 SITE AREA: 1.12 ACRES ZONING: HDR (HIGH DENSITY RESIDENTIAL) SETBACKS: STREET - 20 FT REAR - 10 FT INTERIOR - OFT BUILDING HGT: ALLOWED 45FT PROPOSED 35FT L EeAl. DESCRIPTION PARCEL is LOTS 1 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. ASSOCIATE1;� FILE NUMBERS: • L14-0045 PUBLIC HEARING DESIGN REVIEW • L14-0032 SNORT PLAT • E14-0008 SEPA • PL14-0022 LAND USE PROJECT FILE SHEET IN7EX CIVIL SEE CIVIL ENGINEERING INDEX - ARCHITECTURAL AS.I TITLE SHEET, PROJECT DATA, VICINITY MAP AAS.ia UTILITY PLAN- ROOF/ FDN DRAT S AS.Ib UTILITY PLAN- WATER LINE LOCATION A5.2 GENERAL NOTES ...---- FQF: AI.1 1/4 BUILDING MAIN LEVEL FLOOR P RF\10NED AU 1/4 BUILDING SECOND LEVEL FLOO E COMPL1A,,C�' AI.3 1/4 BUILDING THIRD LEVEL FLOOR P AN PPPROV�- Al.la 1/4 TOWNHOME FLOOR PLANS- UNIT' A1•116 1/4 TOWNHOME FLOOR PLANS- UNIT' SEP AI'Id 1/4 TOWNHOME FLOOR PLANS- UNIT 'D 142.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS O�1. ul'` A3.1 ROOF PLAN/ VENTILATION NOTES G c)N1SiOtq ,44.1 WALL ASSEMBLY DETAILS A5.1 BUILDING SECTIONS, DETAILS A6.1 CONSTRUCTION DETAILS STRUCTURAL 51.0 STRUCTURAL NOTES 51.1 SHEAR WALL PLANS 62.0 . STRUCTURAL DETAILS PLUMBING BIDDER DESIGN- UNDER SEPARATE PERMIT MECHANICAL BIDDER DESIGN- UNDER SEPARATE PERMIT ELECTRICAL BIDDER DE51GN- UNDER SEPARATE PERMIT P RE C r' V E D Ck1TY OF 'r UV;tt ILA DEC 0 3 2015 PERMIT CENTCER "ORRECTLON LTR 5-0140 COMMENTS �3L.00 6 V � I ILI W or U 0 N O r J (P � cD O Q � �U Z �U OCN 111 16390 . _ .___ REGISTERED IAR PI!TERS0N STATE OF WASHINGTON EXP: oe/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: PT - 2 DATE- 02-CS-2015 S . I 304 r 117.00' 8' A; VB SEE FTG 5 T. ROOF OIRAIN5 T NTL STORMWA SYS h' C ROOF 1> 41N SEPARATE FROM FTG `�1196 ST. 24°\ TAI FT T 9EE 61VIL`FOI' 411 OF DR INS IGN LIN D T� S ATR65T PR CI IL, O D IN L NE S TO SE A TE OM FTG D IR O TAC LI E 146.1 7.0a' ,• W O ;F O Z 21-T�U9 -5'PEDESTR PATH S87.48'50"E 115.41' 19.83' 19.83' SPACE OP N SPACE 19 I SF 4 SF OPEN SPACE OPEN 284 SF 284 2' FF= I FF= 327.5 329.5 V OPEN; 269 1 Tr=_ 331A y iary—a•a ��..��i,��aei�®e��es,�ii�ii�l`;�ai�i��ii�r��►� p "411 DRAIN/ FTG DRAIN ARCHITECTURAL SITE PLAN E&Z!M 1"10' CL Lli WOOD FENCE SEPARATING BACK YARDS, AND REAR LOT LINE, SEE CIVIL FOR DETAILS 5 WATER METERS PER CITY STA DARD PLAN WS-01In - . - - 1)CATED LIGHT aSEE CIVIL Ca■■ I re•�.a� 4 an 20'R m 9€ c--. (n STA 25+69.95 illlff�_=!� i .�M- �3 WATER METERS PER .A-. PLAN • �l�l' WE ••mil' • . i�ii�'.�>� S8704f'50"E 117j� YA YA 5, IV NOTE: SEE APPROVED CIVIL DRAWINGS FOR SITE REQUIREMENTS, DRIVEWAYS, SIDEWALKS, AND UTILITY LOCATIONS Zt12 STA 24+50.00 51 st Ave S REVICOMp1.1PNGE coveppRpVED SAP 12 2016 APPROVED DEC 15 2015 City of Tukwila PUBLIC Works QH)'V1 otj 513 i...t... .r_1.�.._ C! y 01F 'i Uv,WILA DEC 0 3 2015 PERMIT CENTER 6 O l� lu ® Uri V §R E E O v 0 REGISTERED MARKt P�TERSDN 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. PAN NO MPTH.152 DATE 02-05-2015 C4 C) 0) 304 302 11 300 �3 LTV �147 f'',,7 `�1g6 7. 117.W ST. WA I 24" �TAr FT 146. 01\ W'`` 9EE c IVIL`FOF w 6 a z -5'PEDESTR PATH i619 83' 19.83' 19 83' —_ SPACE OP N SPACE OPEN SPACE I SF SF 284 SF OPENS ACE OPEN 284 269 2' 1 CONC 11 CONC WOOD FENCE SEPARATING BACK YARDS, AND REAR LOT LINE, SEE CIVIL FOR DETAILS i it a■ .�.- ii . - 1 1101 Iwf>::: �� 6m?a�i \�+�s.:::�il • of + 1 zo L t- PE/Kw (3 1 21 P METER TO BE INSTALLS 5 WATER METERS PER CITY STA ADARD PLAN WS-01 - e22 20'R - REL CATED LIGHT POL - SEE CIVIL rl - 9�c_ V) Q V) STA 25+69.95 32 -= 331.5 J�11Z 1 +-� - ri is� P METERS TO IBE INSTALLED JOPE .8' 19. 17 SPACE OPEN SPA E OPEN 83' 28 9 8F 26 WATERLINE LOCATIONS ARCHITECTURAL SITE PLAN 1"10' 11 � NOTE: SEE APPROVED CIVIL DRAWINGS FOR SITE REQUIREMENTS, DRIVEWAYS, SIDEWALKS, AND UTILITY LOCATIONS STA 24+50.00 51 st Ave S APPROVED DEC 15 2015 City of Tukwila PUBLIC Works ©RMA ROE Gp�p�� DEC 0 3 2015 PERMIT CENTER 6 75 N 41 I ziu t— o 0 E E 0 6390 REGISTERED •RAR PITERS0N STATE OF WASHINGTON EXP: 09/3m/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. RM Na 1 r 2 DATE ©3-05-2015 GENERAL f �a R 2x ? 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. II. 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 WO0q.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) II. 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: All construction shall comform to the International Building Code (IBC), 2009 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 job site including building and site conditions before commencing work and be responsible for some. The contractor shall provide temp- 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 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 these drawings shall not be carried out without written permission from the architect. Parallel Strand Lumber Have manufactures specifications and layout on site at time of inspection. C;JtJ O S\QtA 6 O 4A t H v ri RE 6 L a E E O v 390 REGISTERED 7IAR P?TERSDN STATE OF WASHINGTON EXP: Oe/ 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. M.4N Na- MPTH-152 F INALL LEc6ENF-e- i EXTERIOR WALLS- 2X 6 STUDS Q 16" OG 1 WITH R-21 INSULATION. SEE SHEET A6.1 FOR CALL -OUTS INTERIOR WALLS- BRCS 2 X 4 STUDS AT 16" O.C. WITH $/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WALLS- NON 5R.G 2 X 4 STUDS AT 16" O.G. WITH EW8" C�YP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR PARTY SEPARATION WALL- (2) -1 HR WALLS SEE SHEET A6.1 FOR GALL -OUTS z UNIT V MAIN FLOOR AREA SECOND FLOOR AREA THIRD FLOOR AREA TOTAL Li '. =7 •.. 1� OEM UNIT A UNIT V a 90. FT. MAIN am ♦ ��,� E♦ .,iI 265 0 FT. O ♦ R ♦ MAINFLOOR 6 i FLOOR ten► 0 O O .,-- f,.,-- SECOND FLOOR 0 i I t! . FT. THIRD FLOOR AREA a10 90. FT. THIRD FLOOR AREA "tact 90. FT. 5410 SO.FT. 5010 SO.FT. 5 SO.FT. 50707.5 SO.FT. o� lie P O'D G i 0�0'q, � sEP 1 ow 01 ltlol\a OVA jaU\:6 RECEIVE© CITY OF TUKWILA JUN. 11 2015 PERMIT CENTER 6 N N (DC H ® V N 0 390 M 'RrR Ptr PI!TERTON STATE OF WASHINGTON EXP: (d9/3(d/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 M17TH-152 Fil BATHROOMS KITCHENS INTERMITTENTLY OPENINGS 50 CRi 100 CFM CONTINUOUS OPERATION 20 CFM 25 CFM I. RANGE HOODS t DOWN DRAFT RANGES SHALL BE RATED NOT LESS THAN 100 CFM W 0.10" WIG. EXHAUST DUCT REOJIREMENTS: i. BE A MINIMUM OF 6" iN DIAMETER FOR SMOOTH FLEXiI;3LE 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. ADDITIONAL. ENERGY EFFICIENCY REQUIREMENTS PER SECTION R406 -ENERGY CREDITS REQUIRED • 15 -PROVIDE OPTION (5b) EFFICIENCY WATER HEATIWG- PROVIDE GAS WATER HEATER W/ MIN EF OF 082 ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHiNGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS 0 % OF GROSS FLOOR AREA EQUALS i WHOLE HOUSE VENTiLATiON: IRC MISO&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 HARITA5LE 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 AUTOMATIC VENTILATION CONTROL. -FLOW RATE SHALL BE FIELD-TESTED. 1/4"a 1'-O" 411 110V SMOKE DETECTORS TO BE INTERCONNECTED 4 ° HARD -WIRED W! BATTERY BACK-UP PER R314 S.D. 1() CARBON MONOXIDE ALARMS TO BE INTEROONNIECTED4 C.M.. BHARD-WIRED W/ BATTERY BACK-UP PER R315 02151,13tIC3N AIR: G24015 (3045) indoor combustion air. The required volume of indoor air shall be determined in accordance with Section G24015.1 or G2401.5.2, except that where the air infiltration rate is known to be less than OAO air changes per hour (ACH), Section (3240152 shall be used. The total required volume shall be the span of the required volume calculated for all appliances located within the space. Rooms communicating directly with the spare in which the appliances are installed through openings not furnished with doors, and through combustion air openings sized and located in accordance with Section G240'153 are considered to be part of the required voluine. G24015.1 (3045.1) Standard method. The minimum required volume shall be 50 cubic feet per IAW0 Btu/h (48 m3AW). 19'-10" MECHANICAL EQUIPMENT -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 SIGHT AND A 110V RECEPTACLE IVA 25" SAME LEVEL OF MEC 4 UNIT • PASSAGE WAY FROM ACCESS OPENING TO THE EQUIPMENT TO BE MIN 30" WiPE t 30" HIGH, AND PROVIDED W/ CONTINUOUS FLOORING 24" MIN WIDE • LEVEL WORKING PLATFORM MiN 30" SQUARE REQUIRED 0 FRONT OR SERVICE SIDE OF EQUIPMENT • PROVIDE SERVICE LIGHT CONTROLLED BY SWITCH w THE ATTIC ACCESS OPENING PER IRC MMM 3.1 A 10'-5�" 4'-2" EGdiess 0 OPTIONAL LOCATION 6/0x5/0 xo 3/04/0 xo r EFFICIENCY W.H. ® kET FURN HWt i SG , 8/0 SGD ;a I o PER ASH 10'-0" CLG RAE 90-A- / r STULrf'/ BROOM I FED PILOT ! 10'-0" CLG SINK TCppONTROLS 9aG , ROOM 110V C7FF PL iIs" IN. 9'-m" CLG 2 4'-9" 5'-61" '-5" �` 2 ..� 110V L I 11'-6" 4'-" 3'-11" m 0 , SELFD CORE SE/ iSE'1' MIN. CHINO 6' WIDE MIN 41-21 — — — DN 16R ---- RAWGE O O w/ HOOP A 66SAAM I— — — — - OOEF. - .�, USE i/2" 'TYPE "X" GWB , ' SINK DW ON ALL WARM AND i 110V pC STRUCTURAL1) YERS 55 8" TYPE El:% z q_ "X" ON CEILINGS. 110V 02 S.D. �+ N 2 P ALL EXPOSED O° Z 4 -� IN n A{ S D. 11 42" RAISED BAR r .4 Fix W_ INLl — W SLOPE GARAGE SLAB lY— } TOWARDS VEHICLE DR 171N11'� �' UF 16R UPI ISR Zi/L IVINS ROOM 12" WIDE x 6" DLEf COFFER CLG 10'-0" CLG METAL FIREPLACE ENTKY 9'-0 INSTALL PET ROOF r I SPECS. PROVIDE 6 8/0x /0 i 014. DOOR Sa IN. OUTSIDE AIR ry 48" WIDE MiN TV ALCOVE ABOVE FIREPLACE W/ENTRY MIN 12" WIDE TV SHELF/ MANTEL �-DOOR / ,q,_I�u a STOREFOWH a DOOR OWK 6/0x2l0 fx �t ® Ste. WATERPROOF i GONG. 6l0x4/6 xoxo DECKINIS SLOPEt0 DRAIN 1/4" / FT MIN S.G. 1/4110 MAIN FLOOR AREA SECOND FLOOR AREA THIRtP FLOOR AREA TOTAL ..�.. .� A, 26a 50. FT. 41 Il'-6? A 2 91, Z ih a M �t M �O F� OR �k®q tv 1 `; TO ©i 'vu_w POST PER STRUCTURAL _012" SQ TAPER BUILT-UP W/ VENEER- SEE ELEV CI'► Y 0 F 'i U i '41 LA MAIN Lr=\/r=LOO LAN DEC 0 3 2015 HERMIT CENTER 1/4112 1'-011 NOTE: SEE SITE PLANS FOR REVERSED PLAN LAYOUTS, TYPICAL 54`10 SO.FT.• I • • ft LOTS 2/5/4/1 6 N O L � IL/ H o �I .6 � a E O v �u ti �}4 t 3 ►1 q,. r f� A i� �3 }t r }�t 3 Yz rf s gi"r �3�ts ,kES }tt q , t an �: 6390 REGISTERED AR I CT ARK P TERSON STATE OF WASHINGTON �Q EXP: ow3o/16 L. 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: MDTH-152 DATE 02-05-2015 N ® ■ ■ 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" W.G. EXHAUST DUCT REQUIREMENTS: 1. BE A MINIMUM OF 6" IN DIAMETER FOR SMOOTH m 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. WHOLE HOUSE 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 1" i15083. -SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE ROOM THROUGH THE FORGED -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. R -FLOW RATE SHALL BE FIELD-TESTED. 1- li'-10" 4'-011 ESIVENTI L. NOT=S: 1. ALL WORK TO BE IN CONFORMANCE WITH THE 2012 LRC./ LB.C. ❑ - 2. VENT ALL EXHAUST FANS, DRYER VENTS AND EGRESS 0 5/0x5/0 xo 3/04/0 xo 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. `+ MATH ® tt 6. SHOWER TO BE LIMITED TO MAXIMUM 0 ®M 25 G.P.M. FLOW, 9'-0" CLG �p 1. ALL GLAZING WITHIN 60" ABOVE DRAIN INLET O m TO BE SAFETY GLASS. 110V(84 6. ALL GLAZING WITHIN 24" OF DOOR OR WITHIN 4 O° 15" OFF THE FLOOR TO BE SAFETY GLASS. 5'-11" S.D. 9. ALL SKYLIGHTS TO BE PER I.RC. R308.6. _ 10.ALL GLAZING WITHIN 60" OF STAIRWAY - - - - - TO BE SAFETY GLASS. N 110V MOTES � � C,4BINETB vtos JL 22" 30'4�MTR.�I iiOv 0 1. ALL WALL DIMENSIONS ARE TO FACE OF STUD L �,ATT. IC ,�6C O z UNLESS OTHERWISE NOTED. e S.D. pr - X 2. ALL EXTERIOR WALLS -SEE WALL LEGEND 9'-0" CLG E� - Q U er er SEE STRUCTURAL DRAWINGS FOR SPACING. cA Q z U and) cWn � _ It q 6� 3. ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16" O.G. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL HEADER AND BEAM REQUIREMENTS. _ *EF. t7 5. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE ' REQUIREMENTS. SEE SCHEDULE THIS SHEET. `Q e 4 110V 0 (0. REFER TO SITE PLAN FOR SPECIFIC SIDEWALK AND O PARKING CONFIGURATION. SITE PLAN CONFIGURATION CLG S.D. TAKES PRECEDENCE OVER THIS DRAWING. 7. 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 = I Id) ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. I I(K AAL.L. L.ESENC)----------- _ N ,,7a: %r - ra EXTERIOR WALLS- 2X 6 STUDS sm 16" OC 1 WITH R-21 INSULATION. SEE SHEET A6.1 FOR CALL -OUTS INTERIOR WALLS- BRIG 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. N INTERIOR WALLS- NON BRG 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. BD. MS ®M EACH SIDE, UNLESS OTHERWISE NOTED. 9'-0" CLG e0 INTERIOR PARTY SEPARATION WALL-1 HR WALLS 4 010 SEE SHEET A6.1 FOR CALL -OUTS m 0 cn i x 6, 4/Ox2/0 fx r x 4/0x4/6 xo Cod) EGRESS INSULATION SCHEDULE 4/0x2/0 fx _ 4/0x4/6 xo 0 Energy Regulations 2012 WA. STATE ENERGY CODE molded WALLS: R-21 KRAFT FACE BATTS FACE STAPLE TO INTERIOR STUD FACE AS VAPOR RETARDER ROOF: R-49 FOIL FACED BATTS 100 5 DENSITY AND PRESCRIBED R-VALUES, 014. - FOIL TAPE SEAMS AS VAPOR RETARDER 5'-6" 5'_5�� V-2j" 3'-84" CEILING/FLOOR: R-30 FOIL FACED BATTS 10'-I1" DENSITY AND PRESCRIBED R-VALUES, - FOIL TAPE SEAMS AS VAPOR RETARDER SLAB PERIMETER: R-10 RIGID- 24" DEEP w/ THERMAL BREAK "FLAN THIRCI LEVEL FLOOR GLAZING: UNLIMITED U-VALUE 030, OAO SHGC 1/411_ 1'-0" DOOR: U-VALUE 0.60 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS PER SECTION R406 -ENERGY CREDITS REQUIRED = IB -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 io OF GRO55aLOOR AREA EQUALS 1'l % 110V SMOKE DETECTORS TO BE INTERCONNECTED 4 Oo HARD -WIRED W/ BATTERY SACK -UP PER R314 S.D. 110V O CARBON MONOXIDE ALARMS TO BE INTERCONNECTED C.M.HARD-WIRED W/ BATTERY BACK-UP PER R315 Q2t5LW1CN AIM- G2401.5 (304.5) indoor combustion air. The required volume of indoor air shall be determined in accordance with Section G2401.5.1 or G240-IB.2, except that where the air infiltration rate is known to be less than 0.40 air changes per hour (ACH), Section G240-1B.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 G2401B.3 are considered to be part of the required volume. G240'1.5.1 (304.5.1) Standard method. The minimum required volume shall be 50 cubic feet per 1,000 Btu/h (4.8 m3/kW). MAIN FLOOR AREA SECOND FLOOR AREA THIRP FLOOR AREA TOTAL PrECK SARASSrE 1„«CHANICAL EQUIFMENT -ATTIC FURNACE 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/1 SIGHT AND A 110V RECEPTACLE W/1 25FT a 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 o FRONT OR SERVICE SIDE OF EQUIPMENT • PROVIDE SERVICE LIGHT CONTROLLED BY SWITCH 6 THE ATTIC ACCESS OPENING PER IRC M1305.13.1 0 246.5 90. FT. 155.5 90. FT. 1541 SO. FT. Iii 1 SO. FT. 49� SO.FT. 5107.5 SCE .FT. SEE SITE PLANS FOR REVERSEP MCEIVED TOANHOM _ 15 ft r=Nt CITY OF TUKV'1 IL A LOTS I JUN11201 UNIT T O - - 6 T� N C U v L a N E E O v 390 39 REGISTERED 1ARKYt P?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 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 MOTH- 52 DAZE- 02-05-201 5 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 IT 0.10" W.G. 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. WHOLE HOU3E VEbUILATIQN: 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 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 EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL. -FLOW RATE SHALL BE FIELD-TESTED. SIOENTIL. NOTES: 19'-10" 70, 1. ALL WORK TO BE IN CONFORMANCE WITH 10 -5" 2 -9° 5'-�od." 1'-0" THE 2012 I.RC./ I.B.G. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. _ 3. VENT WATER HEATER PRESSURE RELIEF EGRESS VALVES TO OUTSIDE. 6/0x5/0 xo 13/Ox2/0 xo 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 ®A Icon EP. 2.5 G.P.M. FLOW. I rz ® - "1. ALL GLAZING WITHIN 60" ABOVE DRAIN INLET ®M al p OATH TO BE SAFETY GLASS. - 9'-0" CLG I 9'-0-' 6. ALL GLAZING WITHIN 24" OF DOOR OR WITHIN -fir I " CL - 1S" OFF THE FLOOR TO BE SAFETY GLASS. m c3. ALL SKYLIGHTS TO BE PER I.RC. R308.6. 110V I64 O Q 10.ALL GLAZING WITHIN 60" OF STAIRWAY S.D. TO BE SAFETY GLASS. NOTES b- 1. ALL WALL DIMENSIONS ARE TO FACE OF STUDCD - UNLESS OTHERWISE NOTED. r �r DN i8R -, 2. ALL EXTERIOR WALLS - SEE WALL LEGEND 4 p-� LINEN 110V SEE STRUCTURAL DRAWINGS FOR SPACING. _ CABINETS Q z L vTOS JL _ _ J _ S.D. (Lr 3. ALL INTERIOR WALLS SHALL BE 2x4 STUDS \ 22"x30" MIN. d tl AT 1(0 O.C, UNLESS OTHERWISE NOTED. LNIi�Y E� =1 I IATTiC ACCESS N V-0" CLG I \ I s lu t- ,n 4. SEE STRUCTURAL DRAWINGS FOR ALL _ W ll1 x HEADER AND BEAM REQUIREMENTS. 0 Q 0 5. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE ,. i„ i. , m Q 0 REQUIREMENTS. SEE SCHEDULE THIS SHEET. 6. REFER TO SITE PLAN FOR SPECIFIC SIDEWALK AND 3fo PARKING CONFIGURATION. SITE PLAN CONFIGURATION WINGS I LE SH TAKES PRECEDENCE OVER THIS DRAWING. I tt 1. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.G. TO VERIFY ALL DIMENSIONS W I I I } AND REPORT ANY DISCREPENCIES TO THE ARCHITECT OR FIELD = '17 14 1 1 N ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. F. 9 64) AALL LESENP U r Ir T EXTERIOR WALLS- a '• 2X 6 STUDS IT16" OC Z 9 -0 CLG _ Hice I (X 1 WITH R-21 INSULATION. 0 EF. 0 I r SEE SHEET A6.1 FOR CALL -OUTS I INTERIOR WALLS- BRG _ 2 X 4 STUDS AT 16" O.G. WITH 5/8" GYP. BD. LINEN Res EACH SIDE, UNLESS OTHERWISE NOTED. _! INTERIOR WALLS- NON BRG (L INT V ULT RIDGE 2 X 4 STUDS AT lro" O.C. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. Q INTERIOR PARTY SEPARATION WALL- (2) -1 HR WALLS } A 110V SEE SHEET A6.1 FOR CALL -OUTS z S (K .D- W Z •' MSTR sm2wom u 9'-0° CLG x e �r x - 4/Ox2/0 fx X b 4/0x4/6 xo 5/_Ox2/0 fx EGRESS 4. INSULATION SCHEOUL.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-49 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 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 A % OF GROSS FLOOR AREA EQUALS IS 90 �4 110V SMOKE DETECTORS TO BE INTERCONNECTED 4 (: HARD -WIRED W/ BATTERY BACK-UP PER R314 S.D. 110V O CARBON MONOXIDE ALARMS TO BE INTERCONNECTED 4 C.M.HARD-WIRED W/ BATTERY BACK-UP PER R315 Q2!1EX STION AIR: G2401.5 (304.5) indoor combustion air. The required volume of indoor air shall be determined in accordance with Section G2401B.1 or G240-1.5.2, except that where the air infiltration rate is known to be less than 0.40 air changes per hour (ACI-1), Section G2401.5.2 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 G2401.53 are considered to be part of the required volume. G24071.5.1 (304B.1) Standard method. The IT. minimum required volume shall be 50 cubic feet per 1,000 Btu/h (4.8 m3/kW). z o' EGRESS O 6/0x5/0 xo N I m � I STUDY/- pap -Room 10'-01, CLG 110V O 6 S.D. 4'-9" 5'-6�� '-511 •- REFR O RANGE KITOIN w/ HOOD O E.F. SINK DW 00 \/ 42" RAISED BAR 3/0x2/( EF. lam ®C 10'-0" CLG PNKO i 51_5�11 2,_8„ It L 4'-2�"01 DN116R ; LIVINS ROOM 10'-0" CLG METAL FIREPLACE B-VENT THROUGH ROOF INSTALL PER MFR SPECS. PROVIDE 6 80. IN. OUTSIDE AIR �9 ti 48' WiDE MIN TV ALCOVE ABOVE FIREPLACE W/ MIN 12" WIDE TV SHELF/ MANTEL V -Ij" STORE DOOR 0WK 6/04/0 fx tt WATERPROOF 6/0x4/6 xoxo DECKING SLOPE TO DRAIN 1/4" / FT MIN SG r 6'-0" 5�_6 I'-0" 6-_3�" 1 MAIN FLOOR AREA SECOND • I': AREA THIRP FLOOR TOTAL 268 SCE. FT. S541 90. FT. 8'70 SO. FT. 1101411 SCE. FT. 5410 SO .FT . i" iEG-IANiC,AL EQUIPMENT -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/1 SIGHT AND A 110V RECEPTACLE W/1 25FT 6 SAME LEVEL OF MECH UNIT • PASSAGE WAY FROM ACCESS OPENING TO THE EQUIPMENT TO BE MIN 30" WIDE E 30" HIGH, AND PROVIDED W/ CONTINUOUS FLOORING 24" MIN WIDE • LEVEL WORKING PLATFORM MIN 30" SQUARE REQUIRED Q FRONT OR SERVICE SIDE OF EQUIPMENT • PROVIDE SERVICE LIGHT CONTROLLED BY SWITCH IV THE ATTiC ACCESS OPENING PER IRC M1305.13.1 y EXP:09/30/16 1. Contractor or builder must verify all dimensions POST PER STRUCTURAL before proceeding with construction. 12" SQ TAPER BUILT-UP I'-0" W/ VENEER- SEE ELEV to 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 jplans 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 RECEIVED I qualified designer, archi- tect,or structural engineer. CITY OF TUKWILA i JUN 1 12015 1 PLAN NOTH- 52 PERMIT CENTER DATE- 02-05-2015 4HOM - 20 Pt ENID-Ad �I 5 UN IT TOANH# SA111111 0 m� d EXTERIOR WALLS- 2X 6 STUDS Q 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" GYP, BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WALLS- NON BRCS 2 X 4 STUDS AT 16" O.G. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR PARTY SEPARATION WALL- (2) -1 HR WALLS SEE SHEET A6.1 FOR CALL -OUTS 2 SEE SHT AI .I d A UNIT 'A' SEE SHT A1.1a UNIT 151 SEE Soli A 1.1 b R�v'Ga�iP�-�PNC� GOp A�'p�O��p SEP 12 2p'16 jpd%ka IC►�1N� �v�Lp RECEIVED CITY OF TUKWILA JUN 1 12015 PERMIT CENTER 6 -6 N 1 tu i-- k) 6 V L O a N E 0 V 390 REGISTERED M4715 PE�TERSON STATE OF WASHINGTON EXP: O9/30/16 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. M I ALL LESEN r/ EXTERIOR WALLS- 2X 6 STUDS IT 16" OG 1 WITH R-21 INSULATION. SEE SHEET A6.1 FOR CALL -OUTS INTERIOR WALLS- SRC 2 X 4 STUDS AT 16" O.G. WITH 5/6" GYP. 5D. EACH SIDE, UNLESS OTHERWISE NOTED. - INTERIOR WALLS- NON 5RG 2 X 4 STUDS AT 16" O.C. WITH 5/8" 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 A1.1d A - UNIT '' SEE SHT AI .I a A M Uhl IT V SEE SHT A 1.1 b Cp0 Ppp¢EO ED SEP 1210�6 piky 0>�-�u� S1UL pN Bv�:6 D 6 41 N O U v L N E O v i- ,um Chi � m lu o p o- zj 0- o Z 0 J—I-4 O N � N 6390 REGI •PAR P�TERSON 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. i 5/4x8 SAIWO BOARD 5/4x& FASCIA wl WNT. OUT, Typ__�� SHAKE SIVINS 5/4" x 4" C41RNLIM TRIM I00HOR.IZ. BAND H/ 2' TRIM HORIZ. SIVINS W/ 60 BEVEL. - 00~OUT, TYP----- STONU VLNMR INSTALL PM MANtP VOWS AVEWAM 4PAM LINE FAI .. ....... ... MAX ........ .. .. 6/12 6/12 6/12 LEPT ELEVATION - EAST SIPE 5/16" = V-O" 9 9 9 f2LR, LINE TOP PLATE IOLK LINE TOP KATI! 101-9 LINE i= IN LINE PLATE LINE �_\N �\" J� 0?, cE 1 00 'So C; \W 0, G OW"' _' C I L A C�TY DEC 0 3 2015 PERMIT CENTER :3 z U x 0 L 4) E E O 390 REGI I 'RATK"r 4 T"T STATE OF WASHING ON 7 r=Xf=- OC3/3 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 compliance with verify 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. HM Na- MOTH-152 DAM 02-05-2015 TOP PLATE A a'? PLR LINE TOP PLATE 9 PLR LINK TOP MATH 9 PLR LINE Q9'tamvs+Pa'^xyn wnnS�:a¢tl; {�,tn^nzNznzwrz REAR ELEVATION - SOUTH S I PE 5/16" = V0" sma PLR LII TOP ,PL PLR LII TOP ,PL PLR LIi R LINE >P PLATE X LINE W PLATE ,R LINE I G HT ELEVATION - INEST S I VE 5/16" = V0" J Gc �J I K' '1LA DEC 0 3 2015 PERMIT CENTER �I 10/13/2015 D15-0140 PLAN REVIEW COMMENTS 5 UNIT TOANHOMES LOTS & /'07/ S 6 V � m L � lu V z lu 1- 9 0� Uri R� L a 0 E E 0 6390 7 �ARKI, PITERSON STATE 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. einx NO: MOTH-152 0 o2-os-2ois 0 A2.2 II lu I� tu V_ UNIT 'A' ROOF VENTILATION CALCS PER IRC 8062 (EXCEPTION ALLOWED) ROOF AREA = 610 S.F. REQ. VENTILATION = 8-10 FT /300 = 2.13 SF. = 41-1.6 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 22 LIN FT /2 (10.1 SQ.IN.) = 111.1 SQ. IN. NET FREE AREA- TOTAL EAVE VENTS PROVIDE "AIR VENT" ROOF EDGE VENTS = cJ SQ. IN / LIN FT 22 LIN FT (9 SQ.IN.) = 198 SQ. IN. NET FREE AREA- TOTAL EAVE VENTS TOTAL EAVE VENTS = 309 SQ IN NET AREA REQ.- PROVIDE "RIDGEMASTER PLUS" RIDGE/ HIP VENTS 6 12" /LIN FT PROVIDE MIN 21 LIN FT 6 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 UNIT'B' ROOF VENTILATION CALCS PER IRC 606.2 (EXCEPTION ALLOWED) ROOF AREA = 810 S.F. REQ. VENTILATION = 810 FT /300 = 2.9 SF. = 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 EAVE VENTS NET AREA REQ.- PROVIDE "RIDGEMASTER PLUS" RIDGE/ HIP VENTS 6 12" /LIN FT PROVIDE MIN 18 LIN FT 0 RIDGE/ HIP = 21ro 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 UNIT 'D' ROOF VENTILATION CALCS PER IRC 8062 (EXCEPTION ALLOWED) ROOF AREA = 810 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 EAVE VENTS NET AREA REQ.- PROVIDE "RIDGEMASTER PLUS" RIDGE/ HIP VENTS 6 12" /LIN FT PROVIDE MIN 18 LIN FT a RIDGE/ HIP = 216 50. IN. ROOF VENTILATION W/I 3FT OF HIGHEST PT OF HIGHEST ATTIC SPACE = 21ro SQ.IN, ALL VENTS SPECIFIED MAY BE CHANGED FOR APPROVED EQUAL SEE SHT A 1.1 d DSL 144R 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 UNIT 'A' DBL 1-HR SEi= 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 A 1.1 a .�..rim • /I ATTIC VENTILATION PER IRC SECTION R8062, THE NET FREE VENT AREA SHALL BE 1/300 OF THE AREA TO BE VENTED, WITH 50% OF REQUIRED VENT AREA TO BE LOCATED MIN. 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES NOTE - FASTENERS FOR TREATED WOOD TO BE NOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER UNIT V SEE SHT AI .I b STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/6 INGH TO FACE OF STUD. X6 TRUSS ROOF FRAMING NOTES: I. ALL BEAMS/HEADERS PER STRUCTURAL DWGS/ DETAILS 2. ALL OTHER TRUSSES: DECEIVED * SHALL CARRY MANUFACTURERS STAMP. CITY OF TUKW * SHALL HAVE DESIGN DETAILS AND SPEC- IFICATIONS ON SITE FOR FRAME INSPECTION. JUN. 1 1 2015 * SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. PERMIT 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22"x30" WITH MINIMUM 30" HEADROOM. 6 N -6 N O OC lu ® L C'', 0 E E O v 4RK EGISTERED AR I�P TERSDN STATE OF WASHINGTON EXP: 09/30/fro 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 xa iVTH152 DATE II tu I� tu 1�_ AALL AI ES FIRE TEST FIRETEST No. � C 1� T I N6 REPORT NO. I C Ali AT I NS7REPORT -EXTERIOR FINISH SYSTEM NAILING PER MANUF -SHEATHING PER STRUCTURAL -SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES -EXTERIOR FINISH SYSTEM AND LOCATIONS OF PLYWOOD SHEATHING NON RATED NAILING PER MANUF EXTERIOR INTERIOR -2x ro FRAMING PER STRUCTURAL -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 l" OC AT INTERMEDIATE STUDS 4 TOP/ BOT PLATE -FG BAT7 INSULATION. l R- 21) JNTS MAY BE LEFT UNTI;MAT5D Q -ONE LAYER 5/8 GWB -SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES 1 HR GA FILE NO 1L( FINSIH PER OWNER T7P 4 O AND LOCATIONS OF PLYWOOD SHEATHING WP 5105 q EXTERIOR INTERIOR -2x 6 FRAMING PER STRUCTURE- -FG BATT INSULATION ( R- 21 ) -ONE LAYER 5/8" TYPE X COB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS W/ 6d COATED NAILS, 1 l/8" LONG, ID915" SHANK, 1/4" HEADS, 7OC 111 Q OL IV IU EXTERIOR 12 -CLASS B COMP ROOFING -1/1" MIN PLYWOOD SHEATHING PER PER STRUCTURAL Base layer 5/8" type X gypsum wallboard or gypsum veneer base PROOF 8d COMMON OR GALVANIZED BOX NAILS SPACED MIN roll 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 !X INTERIOR INTERIOR of 2 x 4 wood studs 16" o.c. on separate plates I" apart with rod 2X VENT BLOCKING- SEE VENT CALCS Z coated nails, 1 '1/8" long, 0.0915" shank, 1/4" heads, -i" o.c. JOints staggered lro" 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 AL ROOrrII 3 NAILS 4" OC AT VERTICAL JNTS < 7OC AT INTERMEDIATE STUDS 4 TOP/ BOT PLATE JNTS MAY 1 HR UBC TABLE I-C glass fiber insulation stapled to studs in stud spaces on one side and with nails for base layer spaced ro" o.c. Horizontal 1 HR SEPARATION WALL GA FILE NO WP 33,10 rj BASE LAYER INSTALLED LONG DIM. PERPENDICULAR TO SUPPORTS, W/ END ITEM 21-1.1 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 BUTTED OVER SUPPORTS t STAGGERED 24" MIN FROM BASE LAYER END JNTS. I 1/8" MIN TYPE W SCREWS PLACED MAX 12" Or, ON INTE C0XTEYI d WWeBP=ED MAX 24" OC ON END SUPPORTS a BUTT JNTS. FASTEN FACE LAYER TO BASE LAYER W/ MATCH 2 LAYERS GWB I I/2" TYPE G SCREWS PLACED 2" BACKON EITHER SIDE OF FACE LAYER END JNTS, 12" OC EXTERIOR EXTERIOR w BEAMS EXTERIOR -EXTERIORSYSTEM PER MANUF VX _ lU fY 0 V 2 WD POST I- SEE ARCHITECTURAL FLOOR PLANS d BUILDING SECTIONS FOR ASSEMBLY LOCATIONS E 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 ro- ASSEMBLIES SHALL COMPLY W/ IBC CHAPTER -1 FIRE RESISTANT MATERIALS AND CONSTRUCTION- FIRE BLOCKS/ DRAFT STOPS ETC 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 VAPOR 5ARR1MR VAPOR BARRIER MANUF ROOF TRUSSES 41 24" OC MAX I TOWNHOMES 1— R-4IN INSULATION W/ CONT 7VAPOR BARRIER (WARM SIDE) OPTIONAL VAPOR RET- VAPOR RETARDING PAINT LISTED FOR THIS APPLICATION ALLOWED FARTI AL SECTI ON NOT TO SCALE �0 2 2�16 S "1a � cm 01i RECEIVE© CITY OF TUKWiLA JUN ,1 1 2015 PERMIT CENTER 6 s N 4� L � fi! H W rrllv `+mod L E E 0 Cl] SAT 17: PTERSNN 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, .��b�� III r, , t F 1- HR PARTY WALL NO OPENINGS tv 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' min 0 ROOFING TO BE CLASS 'B' COMPOSITION SHINGLE WITH 15# FELT MIN 5/8" TYPE 'X' GWB to UNDERSIDE OF ROOF SHEATHING SUPPORTED BY 2x BLOCKING 5/8" TYPE 'X' GWB CONT. TO ROOF SHEATHING WALL ASS M _Y 2 SIM SOLID 2X BLOCKING R-4g INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) A PAR7'*,( INLL 5ECTION NTS ( I HR WALL ) SEE WALL 45SEM5LY SHT A4.1 20 MIN ❑A 2X STUD WALL / CONC WALL 2-1/4" 0 X 5" LAG SCREWS 6 STUD WALL 2-3/8" 0 X 5" BOLTS W/ SIMPSON VGC ADHESIVE CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER HOLD WATER HEATER TIGHT TO GWB g BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED e CONC WALL 16 GA STEEL STRAPPING AROUND WATER HEATER STAIR NOTES: FIREBLOCK BETWEEN STUDS ALONG AND IN LINE 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. i * 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". i * MINIMUM RUN TO BE 10". (RISER OR TREAD MAX DIFFERENTIAL 3/8") * MINIMUM HEAD HEIGHT TO BE 6'-8". * MINIIMUM STAIR WIDTH TO BE 36". * PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF i TREAD NOSING AND MUST EXTEND BEYOND BOTTOM i TREAD. 3%" RISERS JOISTS PER PLAN * PROVIDE GUARD RAILS AT LANDINGS MINIIMUM 36 HIGH W/ CLEAR SPACE * HANDGRIP PORTION OF HANDRAIL SHALL BE 2XI2 OR PLYWD. „ „ TREADS (GLUE d SCREW) NOT LESS 1 1 /4 NOR MORE THAN 2 IN TO STRINGERS MTL. FRAMING ANGLES CROSS SECTIONAL DIM. AT EA. STRINGER * NOSING MIN. 3/4" MAX 1-1/4" REQ'D ON STAIRS WITH SOLID RISER. NOSING NOT REQ'D 3-2X12 STRINGERS ON STAIRS WITH TREADS LESS THAN OR EQUAL SURFACE USEABLE SPACE TO 11". BEVELING OF NOSING MAX 1/2". * HANDRAILS MUST BE STRONG ENOUGH TO RESIST BELOW STAIR W/ 5/8" TYPE "X" G.W.B. FLEXIBLE GAS CONNECTION 200 POUND POINT LOAD IN ANY DURECTION. 'L * HANDRAIL ON OPEN SIDE OF STAIRS MUST NOT ANCHOR WH TO BASE- ALLOW 4" SPHERE TO PASS THROUGH. 2X4 KICK PLATE BASE TO FLOOR EXCEPTION - THE TRIANGLE OPENTTNGS FORMED BY THE RISER, I �� TREAD AND BOTTON RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY CANNOT ALLOW A 6" SPERE NO SCALE TO PASS THROUGH. NO SCALE JAI T HEAT SUPPORT TOANHOM 5T SETA I L ANC NOTES AIR LEAKAGE WSEC (R402.4) AIR LEAKAGE TESTING TO BE LESS THAN 5 AIR CHANGES/ HR HVAC CONTROLS WSEC (R403.1) R-13 INSULATION PRIMARY SPACE CONDITIONING SYSTEMS IN EACH DWELLING UNIT REQUIRE A WALL ASSEMBLY PROGRAMMABLE THERMOSTAT. 2 EACH ADDITIONAL SYSTEM WITHIN A DWELLING UNIT MUST HAVE AN ADJUSTABLE THERMOSTAT. PROGRAMMABLE STAT MUST HAVE A 5-2 SCHEDULE(MIN.) EXHAUST DUCTS -ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. -EXHAUST DUCTS SHALL BE EQUIPPED WITH BACK -DRAFT DAMPERS J5TS PER FRAMING PLAN HEAT DUCT INSULATION- 2012 WSEC (R4032 RIM J5T W/ BLOCKING -INSULATION. SUPPLY AND RETURN DUCTS SHALL BE INSULATED TO A MINIMUM OF R-B- EXCEPTION: DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE. DUCTS LOCATED IN CRAWL SPACE DO NOT QUALIFY FOR THIS EXCEPTION SOLID 2X BLOCKING DUCTS- 2012 WSEC (40321) -INSTALLATION OF DUCTS IN EXTERIOR WALLS, FLOOR OR CEILINGS CONT. BLOCKING DISPLACE REQUIRED INSULATION. -BUILDING CAVITIES CANNOT BE USED AS DUCTS. WALL AS5 M Y 2 -ALL DUCTS MUST BE SEALED WSEC R4032 ALL TESTING- 2012 WSEC (4032) R-13 INSULATION -DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE TESTED. TESTING STANDARDS(EXCEPTIONS): DUCT DUCT TIGHTNESS IS NOT REQUIRED IF- -THE AIR HANDLER AND ALL DUCTS ARE LOCATED WITHIN JSTS PER FRAMING PLAN CONDITIONED SPACE. RIM JST W/ BLOCKING FDN WALL TO MATCH DBL STUD WALL WIDTH ASSEM5L10 NOTES 1- SEE ARCHITECTURAL FLOOR PLANS d BUILDING SECTIONS FOR ASSEMBLY LOCATIONS t 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 (o- ASSEMBLIES SHALL COMPLY W/ UBC CHAPTER 1 FIRE RESISTANT MATERIALS AND CONSTRUCTION- FIRE BLOCKS/ DRAFT STOPS ETC 7- 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 OUTLET BOXES OCCUR IN OPPOSITE WALL SUFACE5 OF SEPARATING WALLS. WALLS. 2 IN OPPOSITE LL STUD BA YS, OR OFFSET MIN 1 PP IN SEPARATE PL ACE BOXES SEAL BACK OF BOXES W/ RESILIENT SEALANT R-30 FLR INSUL INSTALLED TO MAINTAIN PERMANENT CONTACT W/ THE UNDERSIDE OF SUBFLOOR- 9 ATTIC VENTILATION PER I.B.C. SECTION 1203 THE NET FREE VENT AREA SHALL BE 1/300 OF THE AREA TO BE VENTED, WITH 509. OF REQUIRED VENT AREA TO BE LOCATED MIN... 3' ABOVE SAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES 12 4F MANUF TRUSSES 24"O.C. SEE ROOF FRAMING PLAN R-4c3 INSULATION W/ VAPOR BARRIER LIVIN6 PROVIDE HARDIE SOFFIT BOARD CEDAR MILL W/ MIN (2)-12" WIDE VENTED HARDIE SOFFIT BOARD TYP TYP. INT. WALL (2) 2x4 TOP PLATE 2x4 STUD a 16 " O.C. 1/2" GWB 2x4 BOT. PLATE VERIFY LOC OF 2X6 PLUMB 5/8" GWB -0 CLG FLOOR CON5TRUCTIC 3/4" TtG PLYWOOD I GLUED 4 NAILED TO (SEE FRAMING PLAN SIZE AND SPACING) -FLR. A UTILITY KITCHEN ROOFING TO BE CLASS 'B' COMPOSITION SHINGLE WITH 150 FELT MIN SHEATHING TO BE 1/2" 24/0 PLYWOOD 12 FULLY BLOCKED WITH APPROVED CLIPS 4 (CCX WHERE EXPOSED) MIN VERIFY SHEATHING W/ STRUCTURAL DWGS ALL ROOF FLASHINGS TO BE MIN. 26 GAUGE GALVANIZED STEEL. 5/0" GWB a CLG 2x SCREENED SAVE VENT BLOCKS W/(3) 0/2 " HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE erzoploom TO ENSURE I" MIN. AIR SPACE. 15EMPRI-00M TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS Q I6" O.G. 2x6 BOTTOM PLATE 1/2" SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21* INSULATION W% GONT. VAPOR BARRIER (WARM SIDE) - - - - - - - - - - - - USE 1/2" TYPE "X" GWB ON ALL PROVIDE CONT 2" I WARM AND STRUCTURAL WALLS. SCREENED VENTS tv SOFFIT (1) LAYERS 5/8" TYPE "X" ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2" TYPE BEAMS/ HEADERS PER "X" GWB STRUCTURAL TYP. DOORHTYPRAbE t " AIRA&F. 2X BOXED FRAME FOR TRIM - NON STRUCTURAL 4" GONG. SLAB W/ 6 MIL. VAPOR BARRIER OVER 4" COMPACT SAND AND GRAVEL BASE. ..�...................... . .._........ .. ,......... ..... ... ........... ..... . __...... ............ ,._...._...._ _ _ . ....... . ...... _ _ ...._. ....... ...... ..._.......... . ......... ...... ....... ................ __ ..._. _.... ........ ..._.... ....._....._.. SLOPE MIN 3 TO GARAGE DOOR _. �. I ......._. ......... . _...... ........_ ........_ _._.._........... . I RUN 24" MIN BELOW TOP OF SLAB SEE STRUCTURAL DWGS r I (I I I Ne TIOBI "A' SEE STRUCTURAL DWGS SECTION 1/4 11-011 -' r Sv? 12 2016 C1tj1�� 9��11a 1v1�1O�I. 13v1Lo 20 GA GALV FLASHING OVER R-10 RIGID INSULATION TYP 9 EXTERIOR WALLSt RIGID INSULATION 24" MIN BELOW GRADE OR TO TOP OF FOOTING, WHICHEVER IS LESSt GRADE PAINT 'TO'MATCH _ 1 % y BL DG COLOR (DUROPDXY)WHEN x 5 E PO ED DEC 0 3 20 15 WP MEMBRANE 6 FDN PERMIT Ci.N7 ER WALL E FDN DRAIN NOTE - AT PATIOS E WALKWAYS 4" CONC. SLAB ON COMPACT FILL W/THK'D EDGES. PROVIDE 04x18" 'REBAR DOWELS SLAB TO NOTE 1 H s FLOORSEE PLANS FOR RATED WALL LOCATIONS AND RATED ASSEMBLY DETAILS e 0 o D15-0140 gp4, PLAN • MMENTS 4�M { z� 6 V � W OL � v zUj I— ror l v L C a t� E E O 390 V_ \ RE I TAR PETERSNNTATE OF WASHINGTON �p �3 EXP: 09/30/Iro ]. 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 lT - 2 DATE- 02- 05-2015 4 a' I Moisture Stone veneer Below Window Assembly Stone Sill Below I I Membrane Flashing Siding pc at Rough Opening Elevatior Sea lant Sealant t Backer Rod 4 Line of Sill Below Flashing - �,;= Window Trim Thin veneer Corner Cut to Fit —_ Moisture Barrier Drainage Mat Mortar Scratch Coat - Mortar Setting Bed — Galvanized Metal Lath d � NME MYSI J,4M5 Moisture Barrier Drainage Mat — Mortar Scratch Coat - Mortar Setting Bed — Galvanized Metal Lath Thin Set Veneer Tooled Mortar Joint - Weep Scree Rigid Insulation; 4" Min a Grade Finish Grade Drainage Mat t Waterproofing - Wall Assembly II Assembly Sloped -15' Min. Angle 511 Moisture Drainage Mortar S( Mortar S( Galvanize Thin Set' Tooled P 1=NM MA I AL CHAN= Sealant t Backer R Industrial Adhesive Sloped Stone S111 Finish Floor 15' Min. J Ga Ivinized Metal Angle ° — — — — — — — - 14GA. Minimum 'd °Q ° ° °• ° `. ° ` Floor �1ab per�itruct: ° Moisture Barrier 10. Drainage Mat w/ Facer °.4 q IJ. 4 Mortar Scratch Coat 4 Mortar Setting Bed ° °d rI s Galvanized Metal Lath ° • I.I Foundation a ° 13° ° . per Struct. 4. Thin Set Veneer a 14 a Tooled Mortar Join ii n MNEEPt BASE V...NEER WVIN SILL TH IN SET VENEER T ILS NTS BOTTOM CORD OR TRUSS BLOCKING BETWEEN BOTTOM CORDS SIMPSON HTC4 ROOF TRUSS CLIP. " INSTALLED EVERY OTHER TRUSS OR 64" O.0 MIN. 2x TOP PLATE PERPENDICULAR TO TRUSS BLOCKING BETWEEN BOTTOM CORDS OF TRUSSES SIMPSON HTC4 ROOF TRUSS CLIP. INSTALLED EVERY OTHER TRUSS OR 64" O.0 MIN. 2x TOP PLATE NTS A • � T * 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 Walt Assembly 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, WAQ * 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 Solid Blocking per Struct. be submitted to the BuildingOfficial prior to and as a condition of final inspection approval Mortar Bed Window Assembly Sill Flashing Sea lent Window Trim 11 Assembly (SENCRAL SUIL,DINS PAPM NOTES -SEAL ALL TYVEKo JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). FASTEN TYVEKo TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.Iex. DUPONT WRAPCAPS) *LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. WINDOW WITH INTEGRAL MOUNTING FLANGE MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULK - ; (AROUND WINDOW RSO) % WRAP TYVEK INTO OPENING (JAMBS t SILL) t TAPE (ESP. m CORNERS) USING TYVEK FLEXWRAP FASTEN TYVEK FLEXWRAP CORNER USING MECHANICAL FASTENER INSTALL TYVEIKFLEXWRAP AROUND PERIMETER OF OPENING NTS MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULK (AROUND WINDOW RSO)— WINDOW WITH INTEGRAL MOUNTING FLANGE NT5 PROVIDE WOOD BLOCKING t MIN EXPANDING POLYURETHANE FOAM OR APPROVED CAULKING AROUND PENETRATION — TYPICAL WALL WOOD SIDING TYVEKO HOMEWRAPO SHEATHING PER STRUCT. 2"x6" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD - TYPICAL WALL WOOD SIDING TYVEKO HOMEWRAPO SHEATHING PER STRUCT. 2"x6" 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 TYVEKO 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) N LsLo PENETRATION O T I La NT5 FLOOR GYPSUM BOA c'^ WOOD JOIST: TONGUE t GF PLYWOOD SL STAPLE VAP RETARDER BETWEEN JOI TO UNDERSIC SHEATHING A NmT CANTILEVERED FLOOR WD SOFFIT BOARD TYVEKO HOMEWRAPO SHEATHING PER STRUCTURAL JOISTS PER STRUCTURAL R30 BATT INSULATION (MINIMUM) T E G PLYWOOD SUB -FLOOR — NTr EXTEND TYVEKoHEADWR4 AT TOP PLATE OVER SHEATHING R-38 ROOF INSULA ABOVE EXTERIOR CAULK AIR BARRIE CEILING) TO TYVEK LAP AND TAPE TYVEKo AT JOINTS (UPPER SHEET OVER LOWER SHEET) TYPICAL WALL STAPLE VAPOR RETARDER BETWEEN JOISTS AND TO UNDERSIDE OF FLOOR SHEATHING TYPICAL WALL WOOD SIDING TYVEKO HOMEWRAPO SHEATHING PER STRUCT. 2"x6" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD LAP b TAPE TYVEKO AT .101NT5 (UPPER SHEET OVER LOWER SHEET) BATT INSULATION TYPICAL WALL WOOD SIDING TYVEKO HOMEWRAPO SHEATHING: PER STRUCT. Vx6" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD LAP 6" 3 TAPE TYVEKO TO TYVEK® FROM EXPOSED FLOOR INSECT SCREEN ROOFING SHINGLES MEMBRANE TYPE EAVE PROTECTION PLYU10OD SHEATHING PER STRUCT. PRE-ENGINEERED RAISED HEEL WOOD TRUSSES R-35 INSULATION AiR 4 VAPOR RETARDER GYPSUM BOARD TYPICAL WALL JJOOD SIDING TYVEKO HOi" IEWRAPO SHEATHING PER STRUCT. 2"xro" WOOD STUDS a/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD TOE' PLATE FAM I N ��,i �`i��V P��E 2 0 NTS FLOOR FINISH FLR PER OWNER CONC.SLAB VAPOR BARRIER—� ANCHOR BOLT \\. - • a . 4 � 0 r ~ r. TYPICAL WOOD SIDIWALL �c`p 12 `O TYVEKO HOMEWRAPO aG` SHEATHING PER STRUCT. 2"xro" WOOD STUDS w/ R-21 BATT INSULATION Ow O� oN�S�O VAPOR RETARDER �vG B GYPSUM OARD SILL GASKET CAULK TYVEKO TO CONCRETE FOUNDATION WALL INSECT SCREEN 20 GA GALv FLASHING OVER R-10 RIGID INSULATION TYP w EXTERIOR WALLS, RIGID INSULATION 24" MIN BELOW GRADE OR TO TOP OF FOOTING, WHICHEVER IS LESSt PAINT TO MATCH BLDG COLOR (DUROPDXY)LUHEN EXPOSED RECEIVED PARGING t DRAINAGE LAYER CITY OF TUICWILA CONCRETE FOUNDATION WALL RIO RIGID INSULATION VAPOR RETARDER JUN 1 2015 C�T I L PERMIT.CENTER 6 O L I � DL V W v 6 v � O a N O v 6390 REGISTERED AR I CT ARK , P TERSON STATE OF WASHINGTON Fir: 09/30/1F,+ 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. PJ AN tj,� I'O'ITT-'f�ja J� O2-05-201 GENERAL STRUCTURAL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE 05C), 2012 EDITION, WITH WASHi14GTON 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 11, EXPOSURE B, Kt = 138 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D S& = 1.4'3 (LAT. = 4150', LONG. = 12227) So 2 099, le = 1.0, R=bB Ce = 0.152 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PIREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING; G; 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 GEOTECHINAL REPORT BY STANTEC CONSULTING SERViSES DATED NOVEMBER 1S, 2014. BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE. BACOILL 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 = 30M PSI WITH 55 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER S4 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% ilB% BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11i211. 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 PIA) TO LAP HORIZONTAL STEEL AT COMERS 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. MIN" CONCRETE COVER FOR REINFORCING STEEL: USE SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS PROTECTION li zII 11/2" (15 AND SMALLER) 2" (% AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF41 OR BETTER POSTS HF*2 OR BETTER 2x NUMIN G WK OR BETTER ALL 2x TIMBER SHALL BE KiLN DRIED. ALL GRADES SHALL CORM 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 $11 CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENER00 IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT-DIPFED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 23043B. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 23043.1 UND. MACHINE BOLTS TO BE A-301. BOLT _ HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS 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 URO. 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 WEYERHAEUSER 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 HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER. PARALLEL STRAND LUMBER (1*51_): PARALLEL STRAND LUMBER (PSL) TO BE BY TRUSS JOIST WEYERHAEUSER (PARALLAM) OR APPROVED EQUIVALENT (Fb = 2,WO PSI, E = 2.0 x 106 PSU MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN ESR-1381. BEARING LENGTH SHALL NOT BE LESS THAN 13i ". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER. HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER. LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E = LWOW PSU. MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SEi' FORTH IN NER-481 OR CCMC REPORT NO.08615-R, BEARING LENGTH SHALL NOT BE LESS THAN lei;" 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 HEADERw 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 COLI,q'1NS TOGETHER WITH 16d 6 12" O.C. STAGGERED. STAGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH 16d 6 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 Sd o 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 UNSUPPOR RED PANEL EDGES. DESIGNATED 3x FRAMING; MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d f 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 UNA. 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 UN.O. APPLY 3i4" RATED SHEATHING; (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1i2" RATED SHEATHING; (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT SUPPORTED EDGES AND Sd COMMA 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 CONPOF41 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 CONTRACTOR 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) 'z" COX Sd 0 (0" O.C. 5/8" a 60" O.C. Qa l l = 230 PLF OR OSB �� ,z" COX ad a 4" O.C. 1/8" a 32" O.C. Qall = 350 PLF V� OR 055 ',�" CDX Sd 3" O.C. 5i8" a 16" OC. Qall = 450 PLF C OR 055 USE 3x STUDS AT ABUTTING PANEL EDGES 401 STAGGER NAILS p 'iz" CDX Sd a 2" O.C. 1/8" to 16" O.C. Qa I I = 600 PLF OR 085 USE 3x STUDS AT ALL PANEL EDGES 4 STAGGER NAILS NOTES 1) ALL WALLS DESIGNATED" Dll ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT TI-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" OC. NAILING NOT CALLED OUT SHALL BE PER iBC TABLE 2304.13.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A153. 2) HOLDOtR,NS AND OTHER FRAMING HARDWARE BY SIMPSON STROiG 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 '44" PER IBC SECTION 2308.12.5 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 4090 FOR WIND DESIGN IN ACCORDANCE WITH IBC SECTION 23063. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 0 12" O.C. STAGGERED. %t...........Dog CE ;O'De G � �EC� �,PP G*k 'D\\]1S\ 5killo�1 !RECEIVED CITY OF TUKWILA JUN 1 1 2015 PERMIT CENTER MU Ell.'�COFYRIGHT 2015, 6EGA ENGINEER5 Z � O N !L „ Q O llu to U � � cn Q L" ii— CID L" 0 .a 0 ao w a �m 9 0 co a� 9co A w chi • a� 1 �co co w c 'd M v cq m co w CQ CQ Z Z c� IF— ;2 No: JOB 15-014 NEC 250.52 Grounding Electrodes. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of %" or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located horizontally within that portion of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. (NOTE: 20 foot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection rem prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing/foundation construction. Geotech engineers report shall be presented to the building inspector at time of footing inspection. IL I mrVV .7LHP t=1JG�G (TYPJ UNIT 'D' r�� ' R IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building setbacks the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines. PLEASE NOTE: Setback(s) shall be calculated and measured from the buildings finish face or corner of the building nearest the property line and not necessarily measured from the exterior foundation. UNIT 'A' FOUNDATION PLAN UNIT 'B' RE c®wjpL1AtACE. C°D APpRCVe® S'�P 12 2Q�6 RECEIVED CITY OF TUKWILA JUN.1 1 2015 �.�_!► + Imo► K • 1 SEE SHEET 610 FOR GENERAL STRUCTURAL NOTES ERNIIT CENTER 2. SEE ARCHITECTURAL FOR ITEMS 4 DIMENSIONS NOT SHOWN. 3. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 4. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. S. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 9 LU i— t+ O a cc a 0 q m o ve o � 1 to co � c0 a o 9 � 0 CQ a� CQ Z Z V fl-- 6. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 1. n INDICATES POINT LOAD FROM ABOVE �.. _ 8. INDICATES STRAP -TIE HOLDOWN. USE STWO14 UN.O. 9' DSEE SHEARWALL SCHEDULE ON SHEET SLO FOR ANCHOR 130LT SIZE 4 SPACMCa. USE %u# ® 600 OTC. LIMO. 52 015; sera ENGINEERS JOB 15-014 Z 0- ON, / VALLEY / U DER AYMENT / OVERLAP FLASHING DRIP EDGE 611 OVERLAP / FLASHING FLASHING 6" i — 1 / LOCATE THE UPPER SHINGLES 3" FROM THE CENTER LINE OF / THE VALLEY FLASHING ON EACH / D SIDE. SHALL START COURSE OVERLAP DIVERGE FROM EACHOTHER INVERTED SHINGLES PAPER 12" / / 1/8" PER FOOT / 6" END LAP FOURTH COURSE / (FULL SHINGLE THIRD COURSE (CUT OFF it 1/4") SECOND COURSE (CUT OFF 5 1/2") STARTER COURSE (INVERTED SHINGLE) FIRST COURSE (FULL SHINGLE) DOUBL RAFTE NECElc ROOF AND VALLEY' INSTALLATION SCALE: N.T.S. !1 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 CORNS PLACE FABRIC REINFORCED FLASHING BEHIND RAFTER LEAVE 1 1/2" GAP BETWEEN FASCIA AND WALL EXTEND FLASHING 3" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER STEP FLASHING 0 I I 0 1 ,L2': OVERLAP EXTEND ROOF PAPER UP THE SIDE OF WALL A MINIMUM OF 6" !� STEP FLASHING - SCALE: N.T.S. EXTEND FLASHING 3" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER HORIZONTAL WALL TO ROOF FLASHING OVER 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. ROOF VALLEY — SCALE: N.T.S. NOTE: FLAT ROOF SHALL BE INSTALLED PER THE MANUFACTURERS INSTALLATION SPECIFICATIONS TO INCLUDE PARAPET WALL COPING OR CAP FLASHING ALL ROOF PENETRATIONS MUST BE MIN. OF 12" FROM RIDGE � PENETRATION THROUGH ROOF \\ MAN. \\ `�\ \\ MUST FALL OVER TRUSSES INSTALL \PREFORMED \ 24" MIN. FROM FLOW LINE FLASHING FLANGE \\'01 PER ROOFING MANUFACTURER �FR NAIL NEAR TOP EDGE ABOVE PREVIOUS FLASHING EXTEND ROOF PAPER UP THE SIDE OF THE WALL 6" MINIMUM FLASHING AT OUTSIDE CORNER w ALL PENETRATIONS TO BE MIN. OF 12" IN ALL DIRECTIONS FROM OTHER PENETRATIONS TO ALLOW FOR PROPER ROOF APPLICATION 11 no) M-J�44'Kll SCALE: N.T.S. STEP FLASHING STEP FLASHING WITH INTEGRAL DIVERTER 45 DEGEE BEND TO DIVERT WATER ONTO ROOFING FASCIA ROOF DIVERTER_ � scnLe: N.T.S. EXTEND FLASHING 3" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER HORIZONTAL WALL TO ROOF FLASHING OVER \ CORNER FLASHING \ ROOF 1/2 X 2 CEDAR OR P.T. AT 16" 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 RAE BOARD DRIP EDGE I ROOF TO WALL AT RAKE. SCALE: N.T.S. FLASHING AT OUTSIDE CORNER RAKE BOARD mi'Mi 11143 Ili � SCALE: N.T.S. DIVERTER FLASHING •45 DEGEE BEND TO DIVERT WATER ONTO ROOFING EXTEND ROOFING TO COVER BARGE BOARD I - 1 V1%V { 11L VI 1 T{VI.-I P9 ROOF D I V E ORZTIER' � acme: N.T.S. SIDING EXTEND ROOF PAPER 1211 UP THE SIDE OF THE WALL I BUILDING PAPER 61, MINIMUM I OVER FLASHING PEAL AND STICK SAM. FLASHING AT OUTSIDE CORNER . 1211 PLACE STEP FLASHING UNDER OUTSIDE CORNER EXTEND ROOF PAPER UP THE SIDE OF WALL V MINIMUM OUTSIDE CORNER_ 12 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. 0 U10 O.VEI3GAP. ,4T:•All, HORIZONTAL tDOUBt LAYER) DISCLA[MER: NOTE PUBLISHED ALL RIGHTS RESERVED THE ABOVE DRAWINGS AND SPECS. AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF SOUND BUILDING ENVELOPE. NO PART THEREOF SHALL BE REPRODUCED, COPIED, DISCLOSED OR DISTRIBUTED TO OTHERS, SOLD PUBLISHED OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO SOUND BUILDING ENVELOPE, LLC. VISUAL CONTACT WITH THE ABOVE SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WU �N WU I-N O .;),} zoc 0t- <m mw W� Ww �N �z p® Qo U� ^LNn -t � F- fJ n cr �cz , N Op =-3 Ln WN z� �o NW NC OX Oz pC1 �< cA< =W fLu_ DRAWN : B.R.M. DATE 11/12/2012 SCALE : AS NOTED SHEET OF SO I SHEETS SURE FLASH - METHOD "S" 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 INSTALL FLANGE EXTENSION AT 330250 - 2" MESH TAPE OVER FLANGE AT JAMB INSIDE OF WINDOW HEAD FLANGE 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 IN; FL STEP STEP 2 STEP 3 .L WINDOW. JAMB MESH IAND NG HEADER ADHESIVE 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 CONT. BEAD • ., PRIOR • DOORPAN \I�III 2 1/2" INSTALL A CONT. BEAD OF CAULK UNDER BUILDING PAPER --� STEP 2 STEP 3 MCI 9 401M � SCALE: N.T.S. LAP NEXT COURSE OF PAPER OVER TOP AND SIDES OF VINYL BLOCK TUCK BUILDING PAPER UP UNDER PAPER PLACED UNDER VINYL BLOCK za PLACE WOOD BLOCK OVER BUILDING PAPER. EXTEND PAPER 4" BEYOND BLOCK ON ALL SIDES PLACE VINYL BLOCK OVER BUILDING PAPER. EXTEND PAPER 6" BEYOND BLOCK ON ALL SIDES MANUFACTURED VINYL BLOCK INSTALL ANODIZED ALUMINUM. GALVANIZED OR ENAMELED STEEL DRIP FLASHING OVER ALL WOOD BLOCKS — za LAP NEXT COURSE OF PAPER OVER FLASHING AND DOWN SIDES OF BLOCK — TUCK BUILDING PAPER UP UNDER PAPER PLACED UNDER WOOD BLOCK WOOD BLOCK v, , TYPICAL THRLI—WALL PEIIIISIETRATIO'N' Dor" AIL SCALE: N.T.S. INSTALL WOOD TRIM AND/OR BRICK MOLD FILL GAP BETWEEN JAMB AND TRIM WITH CAULK CAULK BEAD UNDER TRIM - STEP � INSTALL ENAMELED OR GALVANIZED STEEL DRIP FLASHINGS TOP OF FLASHING AT 105 DEGREES --� 1/41, DRIP EXTEND BUILDING PAPER OVER METAL FLASHING INSTALL MOISTOP OR EQUIVALENT BUILDING PAPER WEATHERBOARD FASHION STARTING FROM THE BOTTOM STEP 5 STEP 6 FLASHING AND DOWN OVER VENT I" TOP OF FLASHING AT 105 DEGREES i/d" I i VENT 1 BELLY BAND— F 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. HEAD FLASHING WITH END DAMS. DIRECTLY ABOVE WINDOW (PLACE HEAD FLASHING OVER WINDOW WRAP AND UNDERNEATH BUILDING WRAP) fo C®�'p1.I11 jelD jet SEP 12 2416 NOTCH BUILDING WRAP AROUND �U��U11� WINDOW OPENING ��j GAO IDWIS`O) A - NOTE: Sv�LC1�1 BUILDING WRAP OR W.R.B. WILL COVER/OVERLAP HEAD FLASHING RECEIVED CITY O TUKWILA 2iscLAil�r> — NOTE PUBLISHED ALL RIGHTS RESERVED THE ABOVE DRAWINGS AND SPECS. AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF SOUND BUILDING ENVELOPE. NO PART THEREOF SHALL BE REPRODUCED, COPIED, DISCLOSED OR DISTRIBUTED TO OTHERS, SOLD PUBLISHED OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO SOUND BUILDING ENVELOPE, LLC. VISUAL CONTACT WITH THE ABOVE SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. wU � J ul H N O znt <� �a- w� w� � � �z �,� p0 QF- vi J� hQ m L� � OC to O N t110) F-O "Ln Qo ZU `n� Nw wC4 �Q N� OX Oz OQ 3Q Nd -w ILI- DRAWN B.R.M. DATE 11/12/2O12 SCALE AS NOTED SHEET 2 OF fo 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 NAILER HDR. PER STRUCTURAL NAIL FLASHING ABOVE WINDOW FLANGE FLASHING PAPER FACE WRAP ONLY 1/4" CONT. SHIM �• ,will '' SCALE: N.T.S. DECK COATING 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 NOTE: (TYP.) WRAP BEAM WITH 5/8" TYPE "X" G.W.B. OR AS REQUIRED FOR I -HOUR CONSTRUCTION ASSEMBLY DECK BEALA M SCALE: N.T.S. BACK FACED R-21 BATT OR BETTER PER WA. STATE ENERGY CODE EXT. SHEATHING 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 m. WA r, I V;a i► A IF SCALE: N.T.S. INTERIOR FLOOR 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. -1/4" CONTINUOUS SHIM VARIES BITUTHENE TAPE OVER BULIDING 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 2L GA. 3. VERTICAL EDGE HEMMED BACK AND HELD 1/8" OFF FACE OF CASING SURFACE OF SIDING TO BE APPLIED LATER (B.) CORNER i FLASHING 224 GA. G.I. _jPAN -------- FLASHING ELAST. ON 1" FLASHING i i�i i �,-•• �� i �� i i �� -------------- CARPET X � PAD 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 O WINDOW/DOOR HEAD FLASHING IF SCALE: N.T.S. DOOR OPENING SIDE DAMS 41' METAL FLASHING FRONT DAMS > 4" SLOPE WITH DECK BACK DAMS PATIO/BALCONY I IN 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 SILL ` NOTE: FINISH ALL EDGES OF EXTERIOR DOORS TO PREVENT SWELLING 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. SIDING PER ELEV. SHEATHING PER WA. TYPE RIM JOIST BLOCKING UNDER JOINT BETWEEN SUBFLOOR AND SILL SCALE: N.T.S. ADO 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 a � r SCALE: N.T.S. 2 ON RECEIVED CITY OF TUKWILA WLu LIU I-tV O �, } znc r- dm Ln (ra- W W N �z O zo 0� U� �cv �� Z3 c4m Ln Op zU U)B NW WCY z`, �o —0 OX O;z: p0 2< cA Q - W [L u- DRAWN : B.R.M. DATE 11/12/2O12 SCALE : AS NOTED SHEET 3 OF SO 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 TO INSTALLING BAND ALL HORIZONTAL TRIM D LEDGER DETAIL SCALE: N.T.S�� . PLACE BE CAULK BE INSTALLINC FLASHING BEVELED SLOPED C SKIRT TRIt PAPER SPLIT FOR CLARITY SEALANT BEVELED OR SLOPED CAP SKIRT TRIM — '--- BASE , STEP 2 OUTSIDE .CORNER INSTALL MOISTOP OR EQUIVALENT BUILDING PAPER WEATHERBOARD FASHION STARTING FROM THE BOTTOM 50% OVERLAP AT ALL HORIZONTAL JOINTS (DOUBLE LAYER) QLBELLY BAND SCALE: N.T.S. I" TOP OF FLASHING AT 105 DEGREES i/4° :il DRIP FLASHING PROFILE F SCALE: N.T.S. BEVELED OR SLOPED CAP SKIRT TRIM - PAPER SPLIT FOR CLARITY — SEALANT BEVELED OR SLOPED CAP SKIRT TRIM — INSTALL CORNER FLASHING\ WALL STEP I LAP BUILDING PAPER OVER FLASHING 10 1 Cr L� PLACE BE CAULK BE INSTALLINC FLASHING �5 it tr i i PAPER SPLIT FOR CLARITY SEALANT BELLY BAND STEP 2 OUTSIDE CORNER .,WALL --� PLACE BEAD OF CAULK BEFORE INSTALLING FLASHING '- BASE , INSIDE CORNER !1 BELLY BAND - SCALE: N.T.S. �— LAP FLASHING 6 V 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. 6" ,4f- 6" WALL �� IUD I _WALL ---�' PLACE BEAD OF CAULK BEFORE,, INSTALLING FLASHING STEP I BELLY BAND STEP 2 INSIDE CORNER BEAD OF SEALANT FOR OVERLAPPING BUILDING WRAP F SCALE: N.T.S. AD OF SEALANT TAL COMPRESSION 4SHING (DO NOT 'ER COMPRESS) IM BOARD KTEND TARGET .ASHING 4" ABOVE ETAL FLASHING TRIM D =T ING p v i -ID C De��0�je'D 1 G;�` VAG � rr WU -Jul }} zac Nr Cra- U1� o W �� ^utyi J F- p Ln a` Ln zU tyW z`; �o Oz N� pQ OX �•� cA4 =W tLu_ DRAWN : B.R.M. DATE : 11/12/2O12 SCALE : AS NOTED SHEET OF SO SHEETS DECK SHEATHING SACK ELEVATION SCALE: 1/4' - P-O' EXTERIOR U1ALL DECK SHEATHING MOISTOP OR EQUIVALENT BUILDING PAPER (12" MOISTOP ABOVE,-," EQUIV BUUIILDING FLASHING) PAPER (12' cp ABOVE FLASHING) MOISTOP OR EQUIVALENT DECK TO BUILDING MOISTOP OF WALL PAPER EQUIVALENT G TRANSITION (EXTEND 12" PAPER FLASHING MIN. BEYOND (EXTEND MIN. BELOW (TYP.) FLASHING AT DECK JOIST DECK FACE) MOISTOP 0 EQUIVALEN BUILDING PAPER (EXTEND I"� MIN. BEYON FLASHING UNDER DEC,fN, DETAIL I � SCALE: N.T.S. MOISTOP OR EQUIVALENT BUILDING PAPER (12" ABOVE FLASHING) NOTE: BUILDING PAPER LOCATIONS AND DIMENSIONS TYP. ON BOTH SIDES OF EXTERIOR WALL AND UNDER DECK SIDE ELEVATION SCALE: 1/4' s P-O' 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. GENERAL NOTES: FLASHING AT DECK/POST CONNECTION SCALE: N.T.S. Y � i Y "25i KillI vi �v `t ---� FOR V, �1� �,1.,j� kcs OVA GOD 'Pp ® 12 Zp16 Ow n1�i V�11-'D RECEIVED CITY OF TUKWILA JUN „1 12015 PERMIT CENTER U 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 BANDSANDOWS 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 6) TARGET FLASHING SHALL BE FABRIC REINFORCED OR A POLY MATERIAL INSTALLED AT ALL THROUGH -WALL PENETRATIONS. l) 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 (I-� LLI U I- N O >5 ztm 0r <m LO croo IuN W� I�� O� zo 0BLn Op �E3 ,.n 111ci z� viw z'; �o Oz N0 00 OX z< ti) a = Iu IL,- e;q NYC of r; �t }Y 00 t LUZ t F. i. �t zx. DRAWN B .M Y DATE : 11/12/2O12 SCALE : AS NOTED SHEET OF SO SHEETS ZA SCALE: N.T.S. MOISTOP C EQUIVALEI' BUILDING PAPER (12" ABOVE PLASHING) MOISTOP OF EQUIVALENT BUILDING PAPER (EXTEND 12" MIN. BELOW DECK JOIST FLASHING AT DECK/WALL CONNECTION SCALE: N.T.S. SCALE: N.T.S. EXTERIOR WALL FRAMING EXTERIOR SHEATHING NOTE: "FIRE AND ICE" "FIRE AND ICE" PEEL-N-STICK PEEL-N-STICK TO BE APPLIED OVER ENTIRE TO LAP OVER CRICKET WITH b" LAP TO EXTERIOR WALL CONNECTING MATERIALS MIN. 6" NAM DECK SHEATHING DECK TO POST TRANSITION PLASHING \j f Hi W -a O� J� WULn znc <� 00 cr00 111N We icy 0z O z4 U� oN �cr F- ID u) cn I— O m '-' Op �El Ln WC'4 zU �o NW N0 z`.; OX oz pLl z� to <t = W tL u- DRAWN : B.R.M. DATE : 11/12/2O12 SCALE : AS NOTED SHEET / b OF fO SHEETS