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Permit D15-0137 - EAST WEST TOWNHOMES - LOT 3 - NEW TOWNHOUSE
EAST -WEST TOWNHOMES - LOT 3 5024 S 109T" CT Dl 5=01 37 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.sov COMBOSFR PERMIT Parcel No: Address: 5024 S 109TH CT Project Name: EAST -WEST TOWNHOMES - LOT 3 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: D15-0137 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 Fees Collected: $21,449.84 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-B Electrical Service Provided by: Occupancy per IBC: R-3 Water District: Sewer District: Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-4613: 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: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Volumes: Cut: 0 Fill: 0 Number: 1 Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: Yes Permit Center Authorized Signature: Date: 1� �1 1 hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and a e to the conditions attached to this permit. Signature: - 1 Date: Print Name: — t �t�� �� o► �T �� 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: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 19: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the townhome. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 23: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 24: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 25: Since the townhome must have a fire sprinkler system installed, it shall be verified in writing to the Public Works Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW -THROUGH SYSTEM. Backflow device is optional if a FLOW -THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector. 26: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 27: 'BUILDING PERMIT CONDITIONS' 28: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 29: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 30: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 31: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 32: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 33: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 36: All wood to remain in placed concrete shall be treated wood. 37: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 38: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 39: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 40: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 41: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 42: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 43: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 44: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 45: ***MECHANICAL PERMIT CONDITIONS*** 46: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 47: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 48: Manufacturers installation instructions shall be available on the job site at the time of inspection. 49: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 50: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 51; ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 52: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 53: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 54: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 55: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 56: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 57: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 58: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 59: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 60: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 61: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 62: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 63: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 64: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 65: Prior to Public Works final inspection approval, the Owner/Applicant shall pay in full the current fee for the King County Sewer capacity charge, and bring proof of payment to the City of Tukwila Permit Center. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL" 0301 CONCRETE SLAB 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK LATH & GYPSUM 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 5070 SANITARY SIDE SEWER 4043 SI-E.I.F.S 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 5130 WATER METER - PERM City of Tukwila • Department of Public Works • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:206-433-0179 Fax:206-431-3665 Web site: http://www.Tukwi[aWA.gov WATER METER INFORMATION Parcel No: Permit Number: D15-0137 Address: 5024 S 109TH CT Issue Date: 1/3/2017 Permit Expires On: 7/30/2017 Applicant: EAST -WEST TOWN HOMES - LOT 3 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: 21540132 Connection Charge: $100.00 $0.00 $0.00 Installation: $950.00 $0.00 $0.00 Plan Check Fee: $10.00 $0.00 $0.00 Inspection Fee: $15.00 $0.00 $0.00 Turn on Fees: $50.00 $0.00 $0.00 Subtotal: $1,125.00 $0.00 $0.00 Cascade Water Alliance (RCFC): $6,005.00 $0.00 $0.00 TOTAL WATER FEES: $7,130.00 CITY OF TUK"LA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 ` Tukwila, WA 98188 http://www.TukwilaWA.gov SITE LOCATION Building Permit No. 127 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" 5-Unit Townhouse Lot #3 Unit A r:O%jf L . 101411, Vf 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: JK Monarch Address: PO Box 188 City: Puyallup State: WA Zip: 98371 CONTACT PERSON — person receiving all project communication Name: Filipp Kapustin Address: PO Box 188 City: Puyallup State: wA Zip: 98371 Phone: (253) 722-4864 Fax: Email: permit@jkmonarch.com GENERAL CONTRACTOR INFORMATION Company Name: JK 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 Pl 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:SK MonairC h Address: x ,1 8 p City: 4(4-t State: Vik Zip: "3 H:\Applications\Fonns-Applications On Line\2011 ApplicationsTennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 171,300 Existing Building Valuation: Describe the scope of work (please provide detailed information): 3 story townhouse with attached garage located on main floor, see civil submittal for additional site information. Will there be new rack storage? ❑..... Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Addition to Type of Type of Existing Construction per Occupancy per Existing Interior Remodel Structure New IBC IBC 1 at Floor 268 VB R3 2 "d Floor 859 VB R3 3 Id Floor 870 VB R3 Floors �_ thni � n `t V Basement Accessory Structure* Attached Garage 390 VB R3 Detached Garage Attached Carport Detached Carport Covered Deck 75 VB R3 Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 15 Compact: Handicap: Will there be a change in use? El ....... Yes 0....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS 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. H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit 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 ❑ ... Water District # 125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ® ...Tukwila ❑...Valley View ❑ . Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System —For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which an ❑ ...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 FA ...Total Cut 190 cubic yards ® ...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 ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ® ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Mailing City Water Meter Refund/Billing: Day Telephone: Mailing State Zip City H:\Applimtions\Forms-Applications On Line\2011 ApplicationsTertnit Application Revised - 8-9-11.docx Revised: August 2011 bh State zip Page 3 of 4 PROJECT INFORMATION — 2 Valuation of project (contractor's bid price): $ 1-11 t J ©0 Scope of work (please provide detailed information): NSW JFC1 wl, (s4 ?-CS01CO Qe. DETAILED BUILDING INFORMMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 2 I" floor 2nd floor 9-7 Q Garage K carport ❑ "3 q 0 Deck— covered XL uncovered ❑ —is Total square footage Z q Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 206-575-4407. EQUIPMENT AND .FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: 'l Value of mechanical work $ f8, 00c) furnace <100k btu thermostat emergency generator PLUMBING: Value of plumbing/gas piping work $_ 2 bathtub (or bath/shower combo) dishwasher y lavatory (bathroom sink) A— water heater (gas) k appliance vent fuel type: ❑ electric 9 gas -617 wood/gas stove other mechanical equipment 1, D 00 bidet floor drain sink lawn sprinkler system ventilation fan connected to single duct water heater (electric) clothes washer shower water closet Z gas piping outlets H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 l.docx Revised: August 2011 Page 2 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR A Print Name: Date: 06/09/2015 Day Telephone: (253) 722-4864 Mailing Address: PO Box 188 Puyallup WA 98371 City State Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 V BULLETIN A2 w TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PWmay adjust estimated fees L©lf -S PROJECT NAME 6 A S % Wy,5'f 10 U%tJ i-j of lm je_j; PERMIT # D / O (?-,;'] C64Z -51 S.r ✓$ If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. 2. 3 APPLICATION BASE FEE Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvementsg-gg. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume Enter total fill volume cubic yards cubic yards $ Use the following table to estimate the grading plan review fee. Use the treater of the excavation and fill volumes. $250 (1) 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 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1 +4+5) $_ (5) 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 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement mitigation fee. a Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC RATE YARDS 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001—10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001—100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/01/14 2 M (8) • BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($52.50 - includes Technology Fee) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al 11 Total A through E $ ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $� G. Du ish- 5;Am : aSS�.SS�r+4, r $ l l Co H. Transportation Mitigation $ I. Other Fees - $ 4, o e .5 a" CASc,l-,- 1 A-iKA �4t,Ct Total A through I $ DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 2,11 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 $12525 $300,250 1 $312,775 Approved 09.25.02 Last Revised 01/01/14 Tem porary Meter 0.75" $300 2.5" $1,500 3 okt1'7'1 -7/I/� _.__..�. «4 ;Clear Form' 13-138 Tuictvila 8 Lot Shot, Pdai—Parcel Numbers City cif Tukwila Shari Plat— ? 14-003, Predevelopment parcels — 9 lots 687/420-1065, -JOSO, -1045, 4040, 4143, -1.a t, -1145,-1150,13.c0 DESCRIPTIONS• 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 TOTALi i 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 rPSYS7EM5 DESCRIPTIONS PAID PermitTRAK $155,732.69 D15-0135 Address: 5044 S 109TH CT Apn: $19,280.28 1 INCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,697.60 PERMIT FEE R000.322.100.00.00 0.00 $2,693.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTW,N/RYAN/FOSTER PT R402.379.004.00.00 0.00 .7F7777$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 11NCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 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 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 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 D15-0137 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 13401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,944.10 PERMIT FEE R000.322.100.00.00 0.00 $2,939.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 Date Paid: Tuesday, January 03, 2017 Paid By: TUKWILA EAST WEST LLC Pay Method: CHECK 3016 Printed: Tuesday, January 03, 2017 2:32 PM 2 of 7 �!7711/1� SY57EM5 DESCRIPTIONS• 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 11NCH $7,130.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $2,944.10 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 ESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $155,732.69 D15-0138 Address: 5014 S 109TH CT Apn: $19,539.10 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $169.03 TECHNOLOGY FEE R000.322.900.04.00 0.00 $169.03 WATER SERVICE FEE $5,804.40 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $51804.40 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 11000.322.100.00.00 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 ffmAr Printed: Tuesday, January 03, 2017 2:32 PM 4 of 7 77 SrsrEMS DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $155,732.69 D15-0139 Address: 5004 S 109TH CT Apn: $19,485.55 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $166.48 TECHNOLOGY FEE R000.322.900.04.00 0.00 $166.48 WATER SERVICE FEE $5,804.40 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 $6,005.00 DEVELOPMENT $2,935.60 PERMIT FEE R000.322.100.00.00 0.00 $2,931.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $585.95 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $335.95 SEWER SERVICE FEE $116.62 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $116.62 TECHNOLOGY FEE $168.61 TECHNOLOGY FEE R000.322.900.04.00 0.00 $168.61 WATER SERVICE FEE $5,804.40 WATERALLENTWN/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 SYSTEMS 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 6401.245.100 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 6640.237.500 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 D15-0142 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 6401.245.100 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 11 � srsrenis 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 TOTAL FEES •' 1 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 SYSTEMS DESCRIPTIONS • 1 PermitTRAK $14,926.81 D15-0135 Address: 51ST AVE S Apn: 6874201065 $1,750.52 DEVELOPMENT $1,750.52 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,750.52 D15-0136 Address: 51ST AVE S Apn: 6874201065 $1,910.74 DEVELOPMENT $1,910.74 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,910.74 D15-0137 Address: 51ST AVE S Apn: 6874201065 $1,910.74 DEVELOPMENT $1,910.74 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,910.74 D15-0138 Address: 51ST AVE S Apn: 6874201065 $1,910.74 DEVELOPMENT $1,910.74 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,910.74 D15-0139 Address: 51ST AVE S Apn: 6874201065 $1,877.59 DEVELOPMENT $1,877.59 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,877.59 D15-0140 Address: 51ST AVE S Apn: 6874201065 $1,905.22 DEVELOPMENT $1,905.22 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,905.22 D15-0141 Address: 51ST AVE S Apn: 6874201065 $1,910.74 DEVELOPMENT $1,910.74 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,910.74 D15-0142 Address: 51ST AVE S Apn: 6874201065 $1,750.52 DEVELOPMENT $1,750.52 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,750.52 TOTAL PAID RECEIPT: • • • Date Paid: Thursday, June 11, 2015 Paid By: JK MONARCH LLC Pay Method: CHECK 7558 Printed: Thursday, June 11, 2015 11:15 AM 1 of 1 C;?W SYSTEMS INSPECTION RECORD Retain a copy with permit A ' /,7 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: f Type of Inspection: Address: fL9Q7,r/%. Date Called: Special Instructions: Z67- F#MG- % XAK, e'A-97- Date Wanted: a.m" _{ p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Date: Date: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ' INSP CTION 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 PL0ject: >°AhWC Type of Inspection: Address: Date Called: Special Instructions: Date Want -",a m P.M. Requester: rW /7 Vhorfe ®Approved per applicable codes. a Corrections required prior to approval ❑ RE114SPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. b - 0 1 3 INSPECTION RECORD CIS - 01-3S Retain a copy with permit 61 Wz , INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: Type of Inspection: �" Address: r l C� Date Called: Special Ins ructions: Date Wanted: a.m. Req ester: Phone . Approved per applicable codes. Corrections required prior to approval. IInspect�o-�r,: Date: / REWSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD � 3 � Retain a copy with permit p15 0137 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: Date Called: Special Instructions: /.07— G. Date Wanted: 1—�22p.m. --(� ko6A/c&1UNG INSU� *77icN -- Requester: Phone No: 2 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ems• PIPAC f-2H/1-4- Ilnspector: � 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 '7 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: -56 a Y 6, /Oct77ft�T Date Called: Special Instructions: Date Wanted: a. I--I`-?-16 p. . mxcmwic4L i'VN4-L- PL Uvn 81 u(;- FIN/'r[_ Requester: Phone No: ElApproved per applicable codes. l_J Corrections required prior to approval. COMMENTS: I N& O k - &\jW-0AVX -L- J::Q NtL- rK - P/Wme &- t=)Nt Inspector: pate: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 91 iRetain 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 gct: '- — W Type of Inspection: ~ fly Address: 5G7, � doer Date Call d: Special Instructions: _ Date Wanted:' m h Requester: Phone No: 0Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: �D � Date: C ; �,,7 El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Dl —c Retain a copy with permit Q IN ON N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: —�cJ�"S"%'7S�lA! /Y�� Type of Inspection: /i✓i4LL /I�SU4prTiC»r�I Address: Date Called: SpecialInstructions: L© T— 3 Date Wanted: a.m: 1-12 , 1,7 p.m. Requester: Phone No: WApproved per applicable codes. LJ Corrections required prior to approval. Iinspector: /� IDate: '9/`2II 7 I REINSPECTION FEE REQUIRED. Prior to next inspe'fction'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: ' y� I:� 1'1%TIA--rM Type of insp c//tion: J150M G AP Address: tJ�E' � 'M Date Call . Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. Inspector: Date: J 7 G REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD R Retain a copy with permit DfS• 01 �7� 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 Type of Inspection: Address: 02- O DIY Ci" ate Called: Special Instructions: %_ h_ l a.m. Date Wanted/-/ a /� p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: CAA 16aLCAI 106j? 66A)MA C S A)6I f+U 4 ;Inspector: t Date: !� u REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1)),�' l� IN 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: r r Type of Ins ction: J /U Address: Date Called: Special Instructions: Date Wanted: a.m. /7 Requester: Phone No: 1zApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: hDAIm Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0- INSPECTION RECORD ,�i C�a3-7 Retain a copy with permit IN 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: - Type of Ins ection: =LR Address: � Date Cal d: Date Special Instructions: 26T- Date Wanted: (e / r% p.m. Requester: Phone No: (W Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: A7bA, Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l� 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 Project: L IAO M6 Type of Inspection: h 1l•�/v Address: z Zy S '� 11 CT - Date Called: Special Instructions: 2o7- Date Wanted: a.m. Requester: Phone No: 9Approved per applicable codes. t—J Corrections required prior to approval. '-' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD_ Retain a copy with permit bi " ol31 INSPEICTION 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• - AI/ Type of pection: vll - Address: �t Q �1 i Date Called: Special Instructions: Date Wantgi: 1 m. p.m. Requester: Phone No: ❑ Approved per applicable codes. 4 Corrections required prior to approval. COMMENTS: I SS. Ile ll ? (mil 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: d+J T M Ar s Type of Inspection: 960,o+-/N IDy 11 t.6IN6- Address: Date Called: Special Instructions: t�7 Date Wanted: a.m. 7-2-6 17 p.m. Requester: Phone No: Approved per applicable codes. L, Corrections required prior to approval. COMMENTS: p� /AI ALU" 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 _ r17 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 tine (206) 438-9350 Pro'ect: T e of Inspection: Address: SON -<�iOf27acr Date Called: Special Instructions: lee Date Wanted: .m. i3 h7 Requester. Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: A Date: q -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) 431-367 Permit Inspection Request line (206) 438-9350��}V, 9 I,�¢,' Pro'ect: Typeof Ins tion: - Sal 7 Called: CAddress: Special Instructions: 9 Zo Date Wanted: Requester Phone No: 19 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: A Date: h REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD XRetain a copy with permit INSPErTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P/ro�'e'ctt:/ - l.1 Type of Instrecction: r Address: N 0T Date Ca ed: Special Instructions: 99 ate Wanted a.m `7 / 7 p.m. rR—eque ster Phone No: Approved per applicable codes. LJ Corrections required prior to approval. `I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD f Retain a copy with permit i� 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 S Project: Type of Inspection: Address: Date Called: Special Instructions: j G1J S Date Wanted m. / 7i Requester. Phone No: Approved per applicable codes. E 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 1%1`1717TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P,,ro'ect: - Ty of Inspection: Q4 - 1 Address: Date Called: Special Instructions: Date Want d: a.m. lRequestAr: '— Phone No: 4Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: /�D� Date', REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. AA bq,)INSPECTION RECORD Retain a copy with permit F), 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 Po'ect:,f y iio/n: Type of I"region: Address: Date Called: Special Instructions: l� 1 a.m. Date WanV)AIll'?p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. T IInspector: IDate.,-4,h 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 IN CTION 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 Pro'ect:� Type of Inspection: A, j' T!-J )&-L ki4f� Address: Adss: dre ate Called: a Special Instructions: J% _ Date Wanted' m. �f .3 % �— p.m. Requester Phone No: Approved per applicable codes. LJ Corrections required prior to approval. Ll !inspector: A,t Date: Z� - 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 - 6 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 Pg'W ct: - 1��ti✓!+� Type of Inspection: PLC. _ ) - S -I Address: 6;? Date Called: Special Instructions: Date Wanted: a Requester Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �- to Inspector: Gate: 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 DIV15ION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1 Pro'ect: k;� j jbY�'1 Type of Inspection: I fA1 y Address: ate Called: Special Instructions: _ 3 Date Wanted: a.m. a Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. Inspector: Date U REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Wr C� Retain a copy with permit 33 INsPITTiON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro" ct: L% _W aG Type of Inspection: 6 y FLum Address: Date Called: Special Instructions: Date Wante' : a. 4114117 P. Requeste : Phone No: 1 Approved per applicable codes. F1 Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. INSPECTION RECORD Retain a copy permit ermit 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 A Project: �— 0?� Typ of Inspection: 94 Address: ate Called: Special Instructions: /_ Date Wanted: a.m. 7 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. INSPECTION RECORD e �,, Retain a copy with permit0)3-7 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: "ii, Type of Inspection: taou 1A r S Address: S�G r Date Called: Special Instructions: r- & Date Wanted/ a.m. �% l� %7 p.m. Requester Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 Inspector: Date: 'qh 9/ 17 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r7)INSPECTION RECORDTr Uf 3? Retain a copy with permit INSPE N 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: r, Type of Inspection: Address: Date Called: Special Instructions:. ]Date Wanted a.m. y G/ Requester Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: >A,,W Date: � `./1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit I-bl'5 �1.;7 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 Address: Date Called: ,5+)2Si 169/- Special Instructions: Date Wanted: a.m /'P7 :Z 17 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: (Inspector: ,��+� IDate: -5-22 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD I ION No. Retain a copy with permit I_DiY--E 6�I o CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /}S 1 S7' rG� Ty p of Inspection: Cr-CrC- SC A p Address: r 6— Date Called: Special Instruc ions: Date Wanted: m. r'7 p.m. Request7e. Phone No: Approved per applicable codes. 91 Corrections required prior to approval. nspector: f ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD /37 Retain a copy with permit ID-6-- 0 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: Ty Inspection: 6;5-1- - i liccAi R 1'��� GUT! I?/% Address: e2 E -i� Date Called: Special Instructions: Date Want a.m. /3 % i .m. Request r: Phone No: 21 Approved per applicable codes. El Corrections required prior to approval. IInspector: /bAw, IDate: '7> A 3 /1 i I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �,1� INSPECTION RECORD -7 �i� 01 (� Retain a copy with permit 37 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: sr-�r1 sT' 7�t�IYh �S Type of Inspection: r-WsJ DA77a1J WALL Address: 2� i(D9 T_J+ Date Called: Special InstructionsZ-6,7— 3 Date Wante�_23-17, a&L. .m Requester: Phone No: bi2rzpproved per applicable codes. Corrections required prior to approval. Inspector: 5 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 Di�'OL�7 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: :fFt Wr.s7- zmWtJMMs Type of inspection: JSV,d0foN W%�L Address: Chi Date Called: Special Instructions: .7 L� J Date Wanted: a.m. --21-17 _ Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: I CP / / El 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 permiP/ t � �`�`� � 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: A-, S AAE-5T 73-WA1116A1 Type of Inspection: DF{-TioN k/6LL- Add_ress: j- o? 5r /o9TH en Date Called: Special Instructions: Lb. Date Wanted: a.m. 2_1j7- /7 Requester: Phone No: Inspector: Date: 2V 1 ;z /7-1 U REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permiJ�y-037 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:. Type o spection: 06- Address: '!�—o S 10 Date Called: Special Instructions: &T. -s Date Wante a.m. % 3ILlip.m. lRequestef. Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: ^Dat e: �� > REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. INSPECTION RECORD Retain a copy with permit 'L)1 V- d L? -7 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Zo � � Type of Inspection:/ Address: Suite #: 6�gq Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: u Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4,7 >rWl!�3 Date: 5� Hrs.: /- d $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. bming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 mo— INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: L6 � Type of Inspection: Address: �0 S� %G Contact Person: Suite #: c_-r Special Instructions: Phone No.: Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: 71 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ��n I Date: I Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Lsming 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 / V - 5 - 1/ 4- Retain a copy with permit ! )/�- 615 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 107- Type of Inspection: Address: Suite #: S o2� Contact Person: Special Instructions: Phone No.: ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,� �c-r 5 �- � �v Cam: fl�-� /d _ f �� ��► �. ��� v� a Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5A I Date: X/,Z "//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: e)00 Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 l Stantec PROPOSED SHORT PLAT TUKWILA, WA Geotechnical Investigation ::� OF PN �'1 _RE��pN� vE'� O S pJ v��O�N00 �3 RED F.?'If ED DEC 0 3 2015 PERMIT CENTER Prepared for.• Abbey Road Group Job No. 13-138 P.O. Box 1224 Puyallup, Washington 98372 COMMON LTM# A-...._.... Prepared by., Stantec Consulting Services, Inc. 11130 NE 33`d Place, Suite 200 Bellevue, Washington 98004 Tel: (425) 869-9448 Fax: (425) 869-1190 Project No.: 185750184 Revised November 19, 2014 lq,00l?�l 10 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 Revised November 19, 2014 I 1 Stantec Project No. 185750184 Tukwila, WA Geotechnica I Investigation Section 1: Introduction `i INTRODUCTION In accordance with your authorization, Stantec Consulting Services, Inc. (Stantec) has completed a geotechnical investigation for the proposed residential short plat located southwest of the intersection of South Hazel Street and 515tAvenue South in Tukwila, Washington (Figure 1). The purpose of the geotechnical investigation was to identify subsurface conditions and to provide geotechnical recommendations for design and construction of the proposed residential buildings. The scope of work for the geotechnical investigation consisted of a site investigation followed by engineering analyses to prepare this report. Recommendations presented herein pertain to various geotechnical aspects of the proposed development, including foundation design and pavement recommendations. 2 PROJECT DESCRIPTION The currently proposed development includes two, 2 to 3 story residential buildings (8 total units) along with asphalt paved parking areas, stormwater facilities, and landscaped regions. We understand that the structures will be wood framed and supported by continuous perimeter footings and column pads within the building footprints. The two multi -story buildings will be located in the eastern portion of the site. We have reviewed a site plan dated January 17, 2014 updated April, 2014 which shows the site layouts and proposed developments. We have included a copy of this site plan in Figure 5. We anticipate that foundation loads will be generally light to moderate; on the order of 2 kips per square foot (ksf). We anticipate that site grading will include cuts and fills on the order of 4 feet or less for general site development and cuts of up to 8 feet for construction of concrete basement/retaining walls along the west sides of the proposed structures. Stormwater infiltration facilities will be located west of the buildings. Relatively short concrete retaining walls will be located around the sides of the infiltration pond and along the bioswale south of the pond. We have not received specific site grading information, building foundation details, or retaining wall details. 3 SITE DESCRIPTION The site is located southwest of the intersection of South Hazel Street and 51 st Avenue South in Tukwila, Washington. The general location of the site is shown on Figure 1 (Vicinity Map). The site includes nine tax parcels (No.'s 6874201065, 68474201045, 6874201040, 6874201050, 6874201143, 6874201144, 6874201145, 6874201150, and 6874201160) with a total area of approximately 1.123 acres. Revised November 19, 2014 Stantec Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 4: Geotechnical Subsurface Investigation The site slopes downward toward the west and southwest at magnitudes ranging from approximately 25 to 40 percent with an average overall gradient of about 30 percent. The topographic relief across the site is approximately 50 feet. A short slope extends downward into the site from 515t Avenue South with a magnitude of up to 100 percent and topographic relief of 6 to 10 feet (north to south along site frontage). This slope appears to have been created during construction of 51st Avenue South (filled area). The site is undeveloped and is vegetated with blackberries, grasses, and ferns, along with sparse deciduous and evergreen trees. Areas of vegetation debris and other fill materials are located along the east and south margins of the property. The site is bordered to the east by 515t 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 Geotech n ical 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 $tah{ec Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 5: Soil and Groundwater Conditions Boring B-2 The soils encountered in Boring B-2 included approximately 9 feet of medium dense, fine to medium grained sand with variable amounts of gravel and silt (Fill), underlain by medium dense to very dense, fine to medium grained sand with areas of gravel and silt (Advance Outwash), which extended to the termination depth of B-2. Hand Borings HB-1 through HB-5 All of the hand borings encountered approximately 6 to 12 inches of topsoil and vegetation underlain by loose to dense, fine to medium grained sand with trace amounts of gravel and silt (Advance Outwash), which extended to the termination depths of the hand borings (approximately 3 to 5 feet below existing grades). The soils in the hand borings were generally medium dense at approximately 2 to 3 feet below grade and became denser with depth. Supplementary Subsurface Data from the Site Vicinity We also referred to Subsurface Geology Information System by the Washington Department of Natural Resources (DNR) that provided borehole data in the vicinity compiled by the Seattle Engineering Department from many agencies including Seattle Public Utilities (SPU) and King County. This data was also used to establish the approximate configuration of different soil contact interface lines. Groundwater At the time of our investigation, groundwater was observed in Boring B-1 at approximately 64 feet below the existing site grade. Groundwater was not observed in the other boring or any hand boring during our investigation. We observed light seepage within downslope properties east of 491h 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 ${and Project No. 185750184 Tukwila, WA G e ote ch n ica I 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 $tani`c 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 (NRCS) maps for King County do not provide soil information for this area. However, based on our experience with similar soil and slope conditions, we anticipate that the site is underlain by sandy loam soils that will have a "Moderate" to "Severe" erosion potential in a disturbed state. It is our opinion that soil erosion potential at this project site can be reduced through landscaping and surface water runoff control. Typically, erosion of exposed soils will be most noticeable during periods of rainfall and may be controlled by the use of normal temporary erosion control measures, such as silt fences, hay bales, mulching, control ditches and diversion trenches. The typical wet weather season, with regard to site grading, is from October 31st to April 15t. Erosion control measures should be in place before the onset of wet weather. 6.3 Seismic Hazard We encountered medium dense to very dense soils at the project site. The overall subsurface profile corresponds to a Site Class D as defined by Chapter 20 of ASCE 7 (Table 20.3-1) and referenced in Table 1613.3.2 of the 2012 International Building Code (2012 IBC). A Site Class D applies to an overall profile consisting of medium dense/stiff to very dense/hard materials within the upper 100 feet. We referenced the U.S. Geological Survey (USGS) Earthquake Hazards Program Website (seismic calculator) to obtain values for SS, S1, Fa, and F,,. The USGS website includes the most updated published data on seismic conditions. The site specific seismic design parameters and adjusted maximum spectral response acceleration parameters are as follows: PGA (Peak Ground Acceleration, in percent of g) 32.13 (10% Probability of Exceedence in 50 years) 66.57 (2% Probability of Exceedence in 50 years) SS 149.3% of g Si 51.40% of g Fa 1.00 Fv 1.50 Revised November 19, 2014 I 6 SUntec Project No. 185750184 Tukwila, WA Geotechn ical 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 Scant ec Project No. 185750184 Tukwila, WA Geotechn ical 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 8.11 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 j 8 $tangy Project No. 185750184 I Tukwila, WA Geotechnical Investigation Section 9: Recommendations The results of the site investigation completed for the proposed development indicate that the site is underlain by medium dense to very dense advance outwash sands which are suitable for support of the proposed structures. At the time of this report, we have reviewed a site plan showing the building, stormwater facilities, concrete retaining walls, and certain utility locations along with setbacks from the top of slope/scarp line. We recommend that we review the final grading and building plans as well as project specifications prior to construction to verify that our recommendations are fully incorporated. Stormwater management will include infiltration of downspout and other surface waters that develop from impervious surfaces. It is our opinion that the volumes of stormwater will not significantly increase the likelihood of landslide activity within the site or adjacent areas. 9 RECOMMENDATIONS 9.1 Site Preparation Trees, shrubs and other vegetation should be removed prior to stripping of any surficial organic -rich soil. Based on our site observations and explorations, the depth of organic rich soils will be limited to the upper 12 to 18 inches. Any excavated topsoil materials will not be suitable as fill material within the proposed parking areas or building envelopes, but could be used as fill material in non - settlement sensitive areas such as landscaping. In these non -settlement sensitive areas, the fill should be placed in maximum 12 inch thick lifts that should be compacted to at least 90 percent of the modified proctor (ASTM D 1557 Test Method) maximum dry density. The fines content is generally low to moderate for the near surface soils that may be excavated as part of site development. We anticipate that these soils may only be suitable for use as structural fill during the dry, summer weather periods. All structural fill should be placed in maximum lift thicknesses of 12 inches and the material should be compacted to a minimum of 95 percent of the modified proctor maximum dry density, as determined by the ASTM D 1557 test method. Imported structural fill should consist of a sand and gravel mixture with a maximum grain size of 3 inches and less than 5 percent fines by weight. 9.2 Temporary Excavations Based on our understanding of the project, we anticipate that the grading will include local cuts on the order of approximately 8 feet for construction of concrete retaining walls (basement walls). For any temporary cuts that will extend deeper than 4 feet, the temporary excavations should be sloped no steeper than 1 H:1 V (Horizontal: Vertical) in the medium dense to very dense outwash deposits. If an excavation is subject to heavy vibration or surcharge loads, we recommend that the excavation be sloped no steeper than 1.5H:1V 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 9 Stance Project No. 185750184 Tukwila, WA Geotechn ica I 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). O All site work should be completed and stabilized as quickly as possible. e 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, ff 2014 1 10 Stantec Project No. 185750184 111 Tukwila, WA Geotechn ical Investigation Section 9: Recommendations 9.4 Foundation Design Due to the proximate location of the older landslide debris, known as mass wastage deposits, within the western portion of the site, we recommend that all structures be setback at least 20 feet to the east from the crest/top of the slope/scarp line as shown in Figure 2. It is our opinion that the 20 feet setback in conjunction with 5-foot deep foundations near the crest of the slope would effectively provide approximately 30-foot setback at the exterior foundation levels of the buildings. This effective setback will be adequate and the anticipated rate of slope retreat will not affect the structures within the design lives of the buildings (typically 75 years). The proposed buildings may be supported on strip or isolated footings bearing on medium dense or better native soils or on properly compacted structural fill per Section 9.1 of this report. For shallow foundation support, we recommend minimum widths of 18 and 24 inches, respectively, for continuous wall and isolated column footings supporting the proposed buildings. Provided that the footings are supported as recommended above, a net allowable bearing pressure of 2,500 pounds per square foot (psf) may be used for the foundation design. Depending on the proposed footing elevations, some re -compaction and/or overexcavation of loose weathered soils may be necessary during footing excavation work. Loose weathered native soils may extend up to 5 feet below existing grades. A 1/3 increase in the above value may be used for short duration loads, such as those imposed by wind and seismic events. Footing excavations should be inspected by Stantec to verify that the foundations will bear on suitable material. Exterior footings closest to the crest of the slope should have a minimum embedment depth of 60 inches and other general exterior footings should have a minimum embedment depth of 18 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. Interior footings should have a minimum depth of 12 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. If constructed as recommended, the total static foundation settlement is not expected to exceed 1 inch. Differential settlement, along a 25-foot exterior wall footing, or between adjoining column footings, should be less than 0.5 inches. Most settlement is expected to occur during construction, as the loads are applied. Resistance to lateral footing displacement can be determined using an allowable friction factor of 0.35 acting between the bases of foundations and the supporting subgrade. Lateral resistance for footings can also be developed using an allowable equivalent fluid passive pressure of 250 pounds per cubic foot (pcf) acting against the appropriate vertical footing faces (neglect the upper 12 inches below grade in exterior areas). The allowable friction factor and allowable equivalent fluid passive pressure values include a factor of safety of 1.5. The frictional and passive resistance of the soil may be combined without reduction in determining the total lateral resistance. A 113 increase in the above values may be used for short duration transient loads. Revised November 19, 2014 11 $ttantec Project No. 185750184 Tukwila, WA Geotechnical Investigation Section 9: Recommendations Continuous footing drains (with cleanouts) should be placed at the base of all footings around the exterior perimeter of every structure. The footing drains should consist of a minimum 4-inch diameter perforated pipe with perforations placed down and enveloped by a minimum 6 inches of pea gravel in all directions and filter fabric to reduce the migration of fines into the drainage zone. The footing drains should be tightlined away from the buildings and be connected to the stormwater system. 9.5 Retaining Walls The following table, titled Wall Design Criteria, presents the recommended soil related design parameters for retaining walls with level (horizontal) backfill/backslope. Contact Stantec if an alternate retaining wall system is used. Wall Design Criteria "At -rest" Conditions (Lateral Earth Pressure — EFD+) 55 pcf (Equivalent Fluid Density) "Active" Conditions (Lateral Earth Pressure — EFD) 35 pcf (Equivalent Fluid Density) Seismic Increase for "At -rest" Conditions (Lateral Earth Pressure) (Seismic coefficient=0.2)** 22H* (Uniform Distribution) Seismic Increase for "Active" Conditions (Lateral Earth Pressure) (Seismic coefficient=0.2)** 8H* (Uniform Distribution) Passive Earth Pressure on Low Side of 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 Ranter Project No. 185750184 12 Tukwila, WA Geotechnical Investigation Section 9: Recommendations filter fabric to prevent the migration of fines. If the walls are to be designed without drainage and/or are expected to be below the groundwater table, we recommend using a total lateral earth pressure (restrained) of 90 pcf for design. We recommend that the backfill be placed and compacted in accordance with the recommendations in Section 8.1 of this report. In place density tests should be performed during fill placement and compaction of backfill. 9.6 Slab -on -Grade If necessary, we recommend that the upper 1 to 2 feet of the existing subgrade be removed in loose soil areas underlying the building floor slab sections (if encountered). The over -excavated areas should be compacted and backfilled to the planned floor slab subgrade level with structural fill. Often, a vapor barrier is considered below concrete slab areas. However, the usage of a vapor barrier could result in curling of the concrete slab at joints. Floor covers sensitive to moisture typically requires the usage of a vapor barrier. A materials or structural engineer should be consulted regarding the detailing of the vapor barrier below concrete slabs. The American Concrete Institutes ACI 360R-06 Design of Slabs on Grade and ACI 302.1R-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 Failing Head Test Method are presented in the following table. Revised November 19, 2014 I 13 Stafltiec Project No. 185750184 Tukwila, WA Geotechn ical Investigation Section 9: Recommendations Infiltration Rates Based On Field Testing and Verification Through Textural Analysis Observed Infiltration Test Depth Rate USDA Soil Classification Location (feet) (inches/hour) Based on Visual Classification No Factor of Safety HB-1 3 8 Sand H13-2 4 9 Sand The infiltration rates presented above are based on field testing with clear water and do not incorporate a factor of safety. Groundwater was not observed in the infiltration area. Groundwater exists near the elevations of 225 feet (King County iMAP) based on our site observations and exploration work, which is at least 70 feet below the recommended areas for infiltration. The soils encountered in the hand borings and borings within the property were homogenous and did not vary significantly. We anticipate a generally consistent infiltration rate from approximately 3 to 12 feet below the existing grades. There are many factors and issues that could reduce the long-term infiltration rate and adversely affect the performance of the infiltration system. These include overflowing of the system due to larger volumes of stormwater than anticipated or designed for; as well as siltation and general clogging of the infiltration soils due to impurities being dislodged and entering the system. Simplified Method is the one of the widely used methods in the 2009 King County Surface Water Design Manual to determine the long term infiltration rate is by applying multiple correction factors to the measured rate. The following equation accounts for various factors that affect infiltration: I design = I measured X Ftesting X Fgaometry X Fptugging Where, Idesign is the long-term design infiltration rate, Ftesting is the testing factor of safety, Fgeomerryis 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, Ftesting = 0.30. Fpt„gging = 0.9 for medium sands. Fgeometry is determined by the equation Fgeomeny= 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 I 14 Stantec Project No. 185750184 Tukwila, WA G eotechn ical Investigation Section 9: Recommendations provided with the final design plans prior to construction to verify that our recommendations are implemented as intended and conformance. During construction, field testing to verify infiltration rates should be performed. In order to alleviate potential concerns related to stormwater infiltration and its effect on local slope stability (sloughing and retreat), the slope extending below the proposed development could be monitored on a periodic basis by the geotechnical engineer for a period of up to 5 years. If issues arise during this period, specific mitigation recommendations could be proposed and implemented (such as quarry rock placement and compaction). 9.8 Utilities Utility trenches should be excavated according to accepted engineering practices following OSHA (Occupational Safety and Health Administration) standards, by a contractor experienced in such work. The contractor is responsible for the safety of open trenches. Traffic and vibration adjacent to trench walls should be reduced; cyclic wetting and drying of excavation side slopes should be avoided. Depending upon the location and depth of some utility trenches, groundwater flow into open excavations could be experienced, especially during or shortly following periods of precipitation. In general, sandy soils were encountered at shallow depths in the explorations at this site. At this site, these soils may have some apparent cohesion; however, these soils have a tendency to cave or slough in excavations. Shoring or sloping back trench sidewalls is required within these soils. All utility trench backfill should consist of imported structural fill or suitable on site soils (sand and gravel mixtures with less than 5 percent fines). Utility trench backfill placed in or adjacent to buildings and exterior slabs should be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. The upper 5 feet of utility trench backfill placed in pavement areas should be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. Below 5 feet, utility trench backfill in pavement areas should be compacted to at least 90 percent of the maximum dry density based on ASTM Test Method D1557. Pipe bedding should be in accordance with the pipe manufacturer's recommendations. The existing sewer line that extends generally north to south through the central portion of the site will be relocated east of the top of the slope and outside of the landslide/mass wastage area. Since the site is underlain by clean sands, we would expect any routine nominal leakage from the sewer lines to infiltrate into the subsurface outwash materials. There is no history of such events in the past at the site. A very rare catastrophic pipe failure may contribute to shallow sloughing; however, it is not cost-effective to mitigate for this very rare possibility along the entire alignment which already exists currently. As noted above, periodic monitoring of slope retreat and conditions by a geotechnical engineer would help to identify potential issues related to catastrophic pipe leakage. Mitigation will have to be addressed if such events to occur similar to addressing potential damages due to an earthquake. Revised November 19, 2014 I 15 $an1ec Project No. 185750184 Tukwila, WA Geotech nical 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 Geotechnical Investigation Section 10: Construction Field Reviews HEAVY DUTY Asphaltic Concrete Aggregate Base* Compacted Subgrade* ** 3.5 in. 6.0 in. 12.0 in. * 95% compaction based on ASTM Test Method 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 (1-114" crushed and 518" crushed respectively). 10 CONSTRUCTION FIELD REVIEWS Stantec should be retained to provide part time field review during construction in order to verify that the soil conditions encountered are consistent with our design assumptions and that the intent of our recommendations is being met. This will require field and engineering review to: ® Monitor and test structural fill placement and compaction ® Verify footing drain placement ® Verify the soil bearing at foundation locations for the buildings ■ Verify slab subgrade and capillary break material below slab -on -grade ® Inspection of roadway subgrade areas prior to fill placement • Inspection of proof -roll testing • Infiltration verification testing Revised November 19, 2014 ( 17 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. 11 CLOSURE This report was prepared for the exclusive use of the Abbey Road Group and their appointed consultants. Any use of this report or the material contained herein by third parties, or for other than the intended purpose, should first be approved in writing by Stantec. The recommendations contained in this report are based on assumed continuity of soils with those of our test holes, and assumed structural loads. Stantec should be provided with final architectural and structural drawings when they become available in order that we may review our design recommendations and advise of any revisions, if necessary. Use of this report is subject to the Statement of General Conditions provided in Appendix A. It is the responsibility of the Abbey Road Group who is identified as "the Client' within the Statement of General Conditions, and its agents to review the conditions and to notify Stantec should any of these not be satisfied. Respectfully submitted, Stantec Consulting Services, Inc. Origin al F{"�� Origin/signed by.• A/ - { ' 32985 NAGSO!p Phil Haberman, P.G., P.E.G. Gopal A. Singam, P.E. Senior Engineering Geologist Senior Geotechnical Engineer PH/gs Revised November 19, SI182014 I anfac Project No. 185750184 Tukwila, WA Geotechnical Investigation Appendix A — Statement of General Conditions Statement of General Conditions One Team. Infinite Solutions. Tukwila, WA Geotechnical Investigation Appendix A — Statement of General Conditions STATEMENT OF GENERAL CONDITIONS USE OF THIS REPORT: This report has been prepared for the sole benefit of the Client or its agent and may not be used by any third party without the express written consent of Stantec Consulting Services, Inc. and the Client. Any use which a third party makes of this report is the responsibility of such third party. BASIS OF THE REPORT: The information, opinions, and/or recommendations made in this report are in accordance with Stantec Consulting Services, Inc.'s present understanding of the site specific project as described by the Client. The applicability of these is restricted to the site conditions encountered at the time of the investigation or study. If the proposed site specific project differs or is modified from what is described in this report or if the site conditions are altered, this report is no longer valid unless Stantec Consulting Services, Inc. is requested by the Client to review and revise the report to reflect the differing or modified project specifics and/or the altered site conditions. STANDARD OF CARE: Preparation of this report, and all associated work, was carried out in accordance with the normally accepted standard of care in the state of execution for the specific professional service provided to the Client. No other warranty is made. INTERPRETATION OF SITE CONDITIONS: Soil, rock, or other material descriptions, and statements regarding their condition, made in this report are based on site conditions encountered by Stantec Consulting Services, Inc. at the time of the work and at the specific testing and/or sampling locations. Classifications and statements of condition have been made in accordance with normally accepted practices which are judgmental in nature; no specific description should be considered exact, but rather reflective of the anticipated material behavior. Extrapolation of in situ conditions can only be made to some limited extent beyond the sampling or test points. The extent depends on variability of the soil, rock and groundwater conditions as influenced by geological processes, construction activity, and site use. VARYING OR UNEXPECTED CONDITIONS: Should any site or subsurface conditions be encountered that are different from those described in this report or encountered at the test locations, Stantec Consulting Services, Inc. must be notified immediately to assess if the varying or unexpected conditions are substantial and if reassessments of the report conclusions or recommendations are required. Stantec Consulting Services, Inc. will not be responsible to any party for damages incurred as a result of failing to notify Stantec Consulting Services, Inc. that differing site or sub -surface conditions are present upon becoming aware of such conditions. PLANNING, DESIGN, OR CONSTRUCTION: Development or design plans and specifications should be reviewed by Stantec Consulting Services, Inc., sufficiently ahead of initiating the next project stage (property acquisition, tender, construction, etc), to confirm that this report completely addresses the elaborated project specifics and that the contents of this report have been properly interpreted. Specialty quality assurance services (field observations and testing) during construction are a necessary part of the evaluation of sub -subsurface conditions and site preparation works. Site work relating to the recommendations included in this report should only be carried out in the presence of a qualified geotechnical engineer; Stantec Consulting Services, Inc. cannot be responsible for site work carried out without being present. One Team. Infinite Solutions. Tukwila, WA Geotechnical Investigation Appendix B — Figures: Site and Vicinity Maps Stantec Figures: Site and Vicinity Maps One Team. Infinite Solutions. KNO J ks J A I� 11 HB•1 B•1 Approximate Boring and Hand Boring Location Approximate Geologic Contact _ Approximate East Limit of Mass Wastage Overprint A, ec Note: Figure 5 shows building setbacks from top of stops A --/ Cross Section ® S l.{.. a nt rproxtrrppr�Upper Lim it- Hnd 0 '7. B�2 19 N Approximate Graphic Scale Qn Yen) a inch = 6o fed Residential Development TukMla, Washington SITE31AP April, 2014 FIGURE z Approx. Mae VI.M.g. Limps Propoaed F Building 11.2 Sj�tA,..S. 350, ........................................................... ....................................................................................................................................... I ............. .................................................... 350, Ea'. d nce Weathered Admen Outwash Med. Dense to Donse Sands Property B t F1 1 300 . ......... .................................................. ......... ........................................................................................... Lina....... ........ ............... ............... ...................... 30W Unweathered Advance Outwash Very Dense Sands 250 . ...... ................................... ............................... ........................................... ................ ....... ............... ....... .... ............................................................................... 260' 49th Ave. S. 200 . ............................................... .......... I ..................................................................................................................................................................................................... 200' Pre -Fraser Deposits Hard Slit ISO, ....................................................................................................................................................................................................................................................................... ISO* Approximate Graphic Scale a.' . a. W 0. F.0 LA = 6o L u*.NE33,dM.4SWu.. Residential Development 4 Tkikivrila, Washington CROSS (4 SECTION Stantec "" ON 6 1,9—o (Fs) April, 2014 FIGURES $1416(aN9h • E06Un9 Canmtlam (9IOUo) 1.905 I Slope 9U:WUy- Propond Cmd.'Uom(SUVe) 2.915 Slope SubIny ROmSe-Propoee0 CocO'Acm (SelsoIc 0.99) 1.110 6 Not to Scale ait Top 310M STORM & REC SPACE M1 m3o NB 33rd Place, Suite Zoo Bellevue, WA98004 (425) 869-9448 (425) 869-iigo (Fax) www.stanxtec.cm ME Residential Development April, 2014 N A WE LAYOUT FIGURE 5 0 N N O c N O N O N g N O m O n 0 m 0 N C m Z5 N N O U01jeAa13 9 8 aopene13 Tukwila, WA Geotechnical Investigation Appendix C — Borehole Log Records Borehole Log Records One Team. Infinite Solutions. PROJECT: Monarch Short Plat WELL I PROBEHOLE I BOREHOLE NO; LOCATION:i'ukwila, WA Stantec B�7- "��_ " PROJECT�t 11MBER_ 18676D184 PAGE 1 OF 1 • DRILLING 1 INSTALLATION: NORTHING (11): E4STING (t); STARTED 12/24113 COMPLETED: 12124113 LAT: LONG: GROUND ELEV (a); 290 TOO ELEV (4): DRILLING COMPANY: Davies INITIAL DTW (h): 64 WELL DEPTH (h); ••• DRILLING EQUIPMENT: Limited Access D STATIC DTW (0); Not Encountered BOREHOLE DEPTH (it): 76.6 DRILLING METHOD- HSA WELL CASING DIA. (In): BOREHOLE DIA. (in):8 SAMPLING EQUIPMENT: Split Spoon LOGGED BY. III CHFCKE(3 Y•'GS f i t2Y C7 Description �5 Time Sample ID s --• -'TopsoiWogaloAon _ g 2•� 3 - 'SI'' �P Medium dense, fne io medium g�alned Bandlvhh Vacs piovcl and silt, yellowish brown to grayish brown, molsl. (Advances Oulwash) 5 6.. 5 0 10 10- 14 15 10 13 SN SP; Very dense, Tine to medlum grelned•send wlUi Iocai gravels, grayish 16-. brown to olive gray, moist to wet. (Advance Oulwash) 26 16- 32 20- - 24 38 202 40 25 • 44 5o 25 50+ 30 - 46 5o 30- 50+ 35 - 35- 40- 50 40- X 45- 45. 50- 39 50 60• X 55- 55- 60_ 36 44 60- 50+ 85- tJTL Iu�L; �ry stiF(to�terd, silt w(th vaHablo amounts o�ssnC ena clay, 85 grayish brown to olive gray, moist. (Pie -Fraser Deposits) 70- 48 48 7D` fi0+ 75 45 50 75 x Doraholo lerminnted at 76.5 feet. PROJECT: M011arCh Short Plat WELL I PROBEHOLE I BOREHOLE NO:4 LOCATION. WA w660184 Ste Wise 'R _0m2 PAGE 1 OF _ _ DRILLING I INSTALLATION: NORTHING (0): EASTING (0): STARTED 12124/13 COMPLETED: 12/24/13 LAT: LONG: DRILLING COMPANY: Davies GROUND ELEV (n): 332 TOC ELEV (0): DRILLING EQUIPMENT: Limited Access DTW (R): Not Encountered WELL DEPTH (0): -•- STATIC &TATIC OTW (0): Not Encountered BOREHOLE DEPTH (it):31.6 DRILLING METHOD: HSA WELL CASING DIA. (in): --• BOREHOLE DIA. on): 8 SAMPLING EOUIPMENT. S IIt S 60I1 .O D Y: PH C 1G KCD BY: GS Description Time Sample ID c. E � 'SP ` SP-SM; Medium dense, One to medium grained sand wlih si11 and gravel, d SM yellowish brown, moist, (Fill) 5 e 5 7 5- 7 9 SP SP; Medium dense, fine to medium greGea said wim trace gavel 10 yellowish brown to grayish brown, moist. (Advance Outwash) 9 10- 12 14 15 - 20 �5 SP _ SP; Dense to very dense, One to medium grained sendwTlh trace graver __ 24 23 grayish brown, moist. (Advance Outwash) 20- 25 20 27 30 25 33 25- 40 60 30 ' 36 30 60 Borehoieterminatedal3L feel. 50+ PROJECT: Monarch Short Plat LOCATIONJuktrvtla, WA PROJ[CTNUMBER! 186760164, _ DRILLING I INSTALLATION: STARTED 12/24/13 COMPLETED: 12/24113 DRILLING COMPANY: Stt10t8C 8PS DRILLING EQUIPMENT; Hand Augers DRILLING METHOD: Hand Auger SAMPLING EoUIPFArNT: Grab WELL I PROBEHOLE I BOREHOLE NO; A Stantec __HBm� PAGE IOF7._,_w_, NORTHING (ft): EASTING (ft): LAT: LONG: GROUND ELEV (n): 321 TOC ELEV (ft): INITIAL DTW (ft): Not Encountered WELL DEPTH (tt): -•• STATIC DTW ((t): Not Encountered BOREHOLE DEPTH (n):7.0 WELL CASING DIA. (In): ••- BOREHOLE DIA. (tn):3 jjQG6ED BY, PH dilECKEDBY:GS v Description Sampie ID � r — Vegeletlonil opso T 5P SYP; Loose fo rt+edl'um denseone to medium grained aena with tiace gravel and slit, yellowish brow,n to grayish brown, moist. 9 5 b 5 T n Botc ole terminate D w D PROJECT: Monarch Short Plat LOCATiomTultwila, WA pROJEC7 NUM©[R_186760184— DRILLING I INSTALLATION: STARTED 12124/13 COMPLETED. 12124113 DRILLING COMPANY: StaAt6C DRILLING EQUIPMENT: Hand Augers g DRILLING METHOD: Hand Auger SAMPLING EQUIPMENT: Grab WELL I PROBEHOLE I BOREHOLE NO: Stantec __ B�2 t?nGG 1 OF_ 1 YJ NORTHING (ft): EASTING (fl): LAT: LONG: GROUND ELEV (it): 328 TOC ELEV (R): INITIAL DTW (fl): Not Encountered WELL DEPTH (it):... STATIC DTW (it): Not Encountered BOREHOLE DEPTH (it):8.0 WELL CASING DIA. (in): -•- BOREHOLE DIA. (In):3 LOGGED BY., PH CHECKED BY: GS 3 Description �i iA Tim� e Sammp le ID � C - S — Vapctbiloniropsotl _ " ---- - - — r -- �SP � Loose fo medium dense, tine to medlum grelned`send v�nh Trace gravel and sill, yellowish brown to grayish brown, molet. V 5- 5- Borchote terminated at a reel. PROJECT: Monarch Short Plat LOCATION: Tukwila, WA PROJECT NUMBER; 186760184_ DRILLING I INSTALLATION: STARTED 12124/13 COMPLETED: 12124/13 DRILLING COMPANY: Stantee DRILLING EQUIPMENT: Hand AU Augers 9 DRILLING METHOD: Hand Auger SAMPLING EQUIPMENT: Grab WELL / PROBEHOLE I BOREHOLE NOQ Sty ntec _ HB•3 PAGE i OF 1 NORTHING (ft): EASTING (11): LAT: LONG: GROUND ELEV (ft):328 TOC ELEV (ft): INITIAL DTW (ft): Not Encountered WELL DEPTH (ft): -•• STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (ft): 6.0 WELL CASING DIA. (In): --- BOREHOLE DIA. (In): 3 LOGGED BY: PH CHECKED BY: GS g' M Description m TiSamplee ; �o ID m is `- SP p$P1Liiose to medium dense, floe to medium grained sand wvi i (race' gravel and silt, yellowish brown to grayish brown, mold, 5- 5- Borehole terminated a18 feel. PROJECT:MOnafebShort Plat LOCATION:Tukwila, WA PROJECT NUMBER:185760184^.,._. DRILLING / INSTALLATION: STARTED 12124/13 COMPLETED: 12/24113 DRILLING COMPANY: Stantee DRILLING EQUIPMENT: Hand Augers DRILLING METHOD: Hand Auger SAMPLING EQUIPMENT-: Grab WELL fPROBEHOLEIBOREHOLE NO:fV S�a��@� V,—__.jB-+4 PAGE 1 OF 1 NORTHING (ft): EASTING (ft): LAT: LONG: GROUND ELEV (ft): 323 TOO ELEV (it): INITIAL DTW (4): Not Encountered WELL DEPTH (ft): --- STATIC DTW (ft): Not Encountered BOREHOLE DEPTH (ft): 6,0 WELL CASING DIA. (in): •-• BOREHOLE DIA, (in): 3 LOGGED BY: PH CHEC D BY: GS o Description Time Sample ID a o 9t 5xi SP S�'; Loose 10 medium dense, fine to medium grained send wild trace i gravel and slit, yellowish brown to grayish brown, moist. 5- i I I i 5- Bor8n01B IBreilnafeA 918 feet. PROJECT: Monarch Short Plat WELL IPROBEHOLEIBOREHOLE NO:/� LOCATION: Tukwila, WA PROJECT NUMBER 186760184 .. _ _ _ _ Stalitec H13'S PAGE i OF9 [�('� NORTHING (ft): EASTING (ft): DRILLING J INSTALLATION: STARTED 12124/13 COMPLETED: 12124/13 LAT.' LONG: DRILLING COMPANY: Stantoc GROUND ELEV (It): 317 TOC ELEV (ft): DRILLING EQUIPMENT: Hand Augers INITIAL DTW (ft): Not Encountered WELL DEPTH (ft): --- DRILLING METHOD: Hand Auger STATIC DTW (n): Not Encountered BOREHOLE DEPTH (R):7.0 WELL CASING DIA. (in): -•• BOREHOLE DIA. (in): 3 5AMPLING EQUIPMCNT: Graf) LO GED BY,• PH C kKED BY; GS e Oescrt tlon p Time Sample ID p r, o a ` P Looce to medium dense, fine to medium grained send w'llh hece 1-gp gravel and slit, yallowiah brown to grayish brown, moist. m Borehole termInated a17 fe—riC Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information EAST-WEST,TOW NHOMEStJ,NIT'A' HIGH COUNTRY HOMES LLC X)(WSI ST AVE424 29TH. ST ,NE TUKWILA, WA " PUYALLUP;:WA q 3 `'. 253° 84ti=5660`' This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. J V Authorized Representative Date All Climate Zones R-Values U-Factors Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 44 0.026 Wood Frame Wall9,k,l 21 int 0.056 Mass Wall R-Value' 21/21h 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 COMPLIANCS ,APPROVED SEP 12 201fi Cf Tukwila ia BUILDING DIVISION Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑ 1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 1212. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. 17713. 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 El ❑ RECEIVED ❑ CITY OF TUKWILA El JUN 1 12015 ° PERMIT CENTER El El El 1.5 *1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions -14�q http://www.energy.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.pdf ' T%) 1 ltz� 1)1 04ki 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 dix Table A101.4 shall not be less than the R-value specified in the table. "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. 1110/15/21.+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. sNonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as pecified 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 0.30 STUDY WDW 0.30 PWDR 0.30 THIRD LEVEL BDRM WDW 10.30 BATH 0.30 MSTR BED 0.30 MSTR BED 0.30 Contact Information HIGH COUNTRY HOMES, LLC 424 29TH ST NE PUYALLUP, WA 98373 253-840-5660 i Width Height Qt. Feet "a' Feet i"a Area UA Width Height Qt. Feet i"a' Feet i"a' M©EME MMEME MMEME MMEME MMEME MMEME IE©E©O MMEME MMEMN MMEME MMEME MMEME MEN MINE MMEME EIMINMO MMEME MEN��� MINIONIN MMEME MMEME MMEME MMEME MMEME MMEME EIMEMO MMEME MMEME MMEME MINE�� MMEME =MEMO MMEME Area ILIA MON �eI MEN 44I mow@ MB ��� Overhead Glazing (Skylights) Component Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Ker. u-racior Width Height Qt. Feet Inc' Feet �"c' 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) �Efffwo M MEMO I$ M Oo M 267.8 qO34 Area UA a�Mmm 7�1 1 267.8 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 EAST -WEST TOWNHOMES = UNIT'A� HK`iH1C6UNTRY HOMES, Ltq,; XXXX 51ST AVE 5 424 29TH ST NE _ NE _ TUkWILA, WA` -' ? �" PUYALLUP, WA98373 ,253440- 560 Heating System Type: OO All Other Systems O Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instntctions Design Temperature Difference (AT) Tukwila-»' pT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1`'997 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) .''1t7:0 19,970 Glazing and Doors U-Factor X Area = UA Instructions ' 0.30 Skylights U-Factor X Area = UA Instructions 0.50 — Insulation Attic U-Factor X Area = UA Instructions 0.026 870 22.62 Single Rafter or Joist Vaulted Ceilings ..., U-Factor X Area UA _ w Instructions Select R-Value " NO selection' — era :..... ..... Above Grade Walls (see Figure 1) .. ..,.,..._::. U-Factor X Area UA .- _ Instructions R-2diate 11nterme e � `,_ 0.056 3 894.. 218.06 Floors U-Factor X Area UA Instructions 0.029 390 11.31 Below Grade Walls (sea Figure 1) U-Factor X Area UA Instructions _ Select R value as No selection — Slab Below Grade (seeFloure 1) ....... F-Factor X Length UA Instnrctions ., .."_ Select conddwning No selection:. , �` - — i Slab on Grade (aee Floure 1) F-Factor X Length UA .= Instructions R 10 Penmeter 0.540 i . , 904: 48.60 Location of Ducts Instructions . _ _ Duct Leakage Coefficient Conditioned Space sire 1.00 Sum of UA 380.93 Figure 1. Above Grad� Envelope Heat Load 17,523 Sum of UA X 4T Air Leakage Heat Load 9,921 VolumeX 0.6XaTX.016 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 Dud Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump U1 Btu / Hour Btu / Hour Btu / Hour Btu / Hour Btu / Hour (07101113) STRUCTURAL CALCULATIONS FOR THE EAST -WEST 5-UNIT TOWNHOMES PROJECT February 14, 2015 Job No.: 15-014 Location: S Hazel ST @ 51st Avenue S Tukwila, Washington REVICO PL ANCE A SfcP 12 2016 C► OfTu"11a 1NG t)NISION RECEIVED CITY OF TUKWILA JUN 1 12015 PERMIT CENTER SEGA Engineers, /Structural & Civil Consulting Engineers 22939 SE 292"1 PL (360) 886-1017 Black Diamond, WA 98010 Copyright 2015, SEGA Engineers 0137 9 STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, framing and foundation design, and construction drawings for a three- story wood framed 5-unit residence. The roof framing is manufactured trusses, the floor framing is wood 1-joists, and the foundation is typical concrete strip footings with a slab on grade. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE/SE SEGA Engineers SEGA Engineers] Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Design Criteria International Building Code (IBC), 2012 LOADS Roof DL 15 psf LL 25 psf Floor DL 15 psf LL 40 psf Wind Risk Category II Design Wind Speed 110 mph Kzt 1.38 Exposure B Seismic Design Category D SDs 0.99 Response Factor 6.5 Cs= 0.152 Importance Factor 1.00 Soil Allowable Bearing 2,500 psf Mit) Project East-West Townhomes Job No. 15-014 By: GAT Checked Date: 02/01 /15 Sht 1 (Lat. = 47.50, Long. = 122.27) SEGA Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 LOADS ROOF DL Roofing (Comp) i/2" OSB 2x @24" Insulation 5/a" GWB Misc. LL Snow, Pf Reduction, Cs 6112 pitch = 27 deg FLOOR DL Flooring 3/4' Plywood 11 7/8 TJI @ 16" oc 5/g" GWB Misc. LL Residential Total Floor Load DECKS DL 2 x Decking 2x10@16"oc Misc LL Residential Total Deck Load WALLS DL Siding '/2" Plywood 2x6@16"oc Insul '/2' GWB Project East-West Townhomes Job No. 15-014 By: GAT Checked Date:02/17115 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 "MEGA E+ ngmi eers PROJECT SST -LI "VI T Mural &r Civil Consulting Engineers JOB NO. �S — p , FIGURED BY C ITT 22939 SE 292nd Place z/ Black Diamond, Washington 98010 CHECKED BY DATE IJ S� SHEET 3 OF (360) 886-1017 t t: w) tt 3„ 3 Z o 14 S ( Ot» '� l �� � �!" � i x / o Vi r plc 4S�i Yt1 2 S'��97EL (AtL UNr r�) VI- �rSl ot45�� R�13 2C�3 �c/03 4�/nfL T z4° k � ��c. �.5� I 4 1 �Z 40 ja = Z,3 OIL . Copyright 2015. SEGA Engineers SEGA Engineers / PROJECT I1A) 0;�77 s�c�al & Cis Consulting Engineers JOB NO. S -e2 )4 FIGURED BY 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE Q�tf �" SHEET l,� OF (360) 886-1017 � Z— Co�7S11` ....... _..... _.. ......-- . _...-- M" (4ZS��-(3'i���y�`�3��tl1)�z,l"%3iY�r 1 = tp,o" .r.- . OL _ .. ..... . V `:- t lU- z S: - I IL .S67-Ity/16 LA -e - U.S-Z 3')-7eII"'J% Zvc r to / Ili'L 1�opbl- V 141p 1a >7, , 10,3i1 - Ok t-vL-- r .,a .1AIc eLYSA SEGA Engineers PROTECT Structural & Civil Consulting Engineers � � JOB NO. �S_p'� FIGURED BY (a,r- 22939 SE.242nd Place � BIack Diamond, Washington 98010 CHECKED BY DATE '" 7( c� SHEET ter- OF (360) 886-10I7 77z,4r�S Z j �ri-t E C,5 v*11 i7o 4 tv I T J3 �)r) �i�a���` 31 �zicJ"c J.,+ ��7�z,�-'')—Cs�)co^�}Cs )= c�����-� 3�/zs� G-�� SEGA Engineers PROJECT �tr%uctural & Civil Consulting Engineers FA�f� 9 K 1v 1 T JOB NO. ! —,o t FIGURED BY / "] 14T 22939 SE 292nd Place - Black Diamond, Washington 98010 CHECKED BY DATEOT// f j✓ SHEET 0 OF (360) 886-1017 3 !-� IZ - Wl C �'llt�" , L F i Z(oo �,z o 3 jc fl 2 t"k�- GA St t I S z }'Sly 6f t /�• �� 3,��� �53"�� (3'S'��at�`�����" ��/g���r ����. lea , 1 k/ SZ 146" Z -0c Z(oo �,z o 3 jc fl 2 t"k�- GA St t I S z }'Sly 6f t /�• �� 3,��� �53"�� (3'S'��at�`�����" ��/g���r ����. lea , 1 k/ SZ 146" Z -0c 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, 7 LATERAL LOADS - 5-Unit SEISMIC Seismic Base Shear, V = Cs W Eq. 12.8-1 where, Sos = 0.99 Ss = 1.49 R = 6.5 Table 12.2-1 le = 1.00 Table 1.5-2 CS = 0.153 Eq.12.8-2 W = Seismic Weight For W: W.of= (96ft) (47ft) (16psf)+ (2) (96ft+ 47ft) (5.0ft.) (9.5psf) = 86kips Wfloor= (94ft) (47ft) (17psf)+ (2) (96ft+ 47ft) (10.Oft) (9.5psf) = 102kips Wfloor= (96ft) (47ft) (17psf)+ (2) (96ft+ 47ft) (9.5ft) (9.5psf) = 103kips W total = 291 kips Design Base Shear, V = ( .153 ) (291 kip ) = 44.4 kip E = (1.00) (44 kip) - 31.7 kip 1.4 WIND Design Wind Pressure, ps = N Kn p$30 where, A = 1.00 0 -15 ft = 1.00 20 ft = 1.00 25 ft = 1.00 30 ft = 1.05 35 ft = 1.09 40 ft Kt = 1.38 P30 = 17.7 psf P0.15 = (1.00) (1.38) (17.7 psf) P20 = . (1.00) (1.38) (17.7 psf) P25 = (1.00) (1.38) (17.7 psf) P30 = (1.00) (1.38) (17.7 psf) P35 = (1.05) (1.38) (17.7 psf) Poo = (1.09) (1.38) (17.7 psf) Design Base Shear: (Wind) Eq. 28.6-1, Sect. 28.6.3 Exposure B Figure 28.6-1 Section 26.8 110 mph Figure 28.6-1 (ASD) = 24.43 psf (x 0.6 = 14.66 psf) = 24.43 psf (x 0.6 = 14.66 psf) = 24.43 psf (x 0.6 = 14.66 psf) - 24.43 psf (x 0.6 = 14.66 psf) - 25.65 psf (x 0.6 = 15.39 psf) = 26.62 psf (x 0.6 = 15.97 psf) Vfib= (96ft) (10ft) (24.4psf) + (96ft) (5ft) (24.4psf) + (96ft) (5ft) (24.4psf) + (96ft) (5ft) (24.4psf) + (96ft) (5ft) (25.6 psf) + (80 ft) (2 ft) (26.6 psf) =70.9 x 0.6 = 42.6 kips V,Is= (49ft) (10ft) (24.4psf) + (49ft) (5ft) (24.4psf) + (49ft) (5ft) (24.4psf) + (49ft) (5ft) (24.4psf) + (38ft) (5ft) (25.6psf) + (10ft) (2ft) (26.6psf)=34.8x0.6=20.9kips Therefore, Wind Loads Govern for Lateral Design - Front/Back Seismic Loads Govern for Lateral Design - Side/Side Copyright 2015, SEGA Engineers SEGA Engineers , Structural & Civil Consulting Engineers Project East-West Townhomes Job No. 15-014 By: GAT 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Checked Date: 02/01 /15 Sht. LATERAL LOADS - 5 Unit - (confd) Distribute Seismic Loads Over Height Maximum Base Shear, V = 31.7 k F. = wx V (12.14-12) W F,of = ( 85.8 ) ( 31.7 k) = 9.4 kip (290.6) For = (102.3 ) ( 31.7 k) = 11.2 kip (290.6) Ffl,o_ (102.5 ) ( 31.7 k) = 11.2 kip (290.6) Fx = 31.7 kip Copyright 2010, SEGA Engineers SEGA Enginrs I PROJECT S%—tructural & Civil Consulting Engineers��y�JFt� N t T" JOB NO. FIGURED BY �, j 22939 SE 292nd Place Black Diamond, Washington 99010 CHECKED BY DATE Ylf- SHEET OF (360) 886-1017 SEGA EngmneerS PROJECT 41-97— —Structural & Civil Consulting Engineers -��r S ro / i JOB NO. r.�, j FIGURED BY G-1T 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE l j ' SHEEVo OF (360) 886-1017 �= &,Z70' �S�" �d 1- srnb15 SEGA Engineers PROJECT *-_ Mural & Civil Consulting Engineers JOB NO. J � —D i FIGURED BY �- 22939 SE B92nd Place Black Diamond, Washington 98010 CHECKED BY DATE07/1d// ( SHEETV OF (360) 886-1017 _ .._....._._. __..._ . __ _..-----:..._....... l a _............... ..... ... ....... A; _.._.._.... _..._.. + fV v t I't 44 -- 44 t S�nfr)14 SEGA Engineers PROJECT Structural c� Civil Consulting Engineers 5 ��' 11 JOB NO. `�'--� �� FIGURED BY ((�� f- 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE/ gl SHEET %3 OF (360) 886-1017 _...... _.._....,___._____.____----.--..__......._._.. - .- .__-.. _.............._. ._..___..__._.--. -- .---------............ -- i i Sq At- 7' __tP_ DOI s v�d °r 4 TVA n lr` Copyright 2015, SEGA Engineers S EGA Engineers PROJECT EA`�5 I -wIII5�vT 5-Unit Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. 15 - 014 FIGURED BY GAT (360) 886-1017 • FAX 886-1016 CHECKED BY DATE 02/14/15 SHEET 14 OF 14 SNEAK WALL KEY PLAN t �J �I El I 9 9 9 �1 13 (UPPER) T 1 p ❑ Ea El 5 SHEAR WALL SCHEDULE Mark Minimum Sheathing (1) Sheathing Nailing IL Anchor Bolts (2) Remarks (4) Ap '/2' OSB 8d @ 6" o.c. 5/8" @ 60" o.c. Qaii = 230 plf or CDX '/z" OSB 8d @ 4" o.c. 5/8" @ 321" O.C. Qa0 = 350 plf or CDX Cp 1 /2" OSB 8d @ 3" o.c. 5/8" @ 16" o.c. Qaii = 450 plf or CDX Use minimum 3x studs at abutting panel edges and stagger edge nailing. D'/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. TI FTV EAST -WEST TOWNHOMES TUKWILA REVISIO - MY HOMES, LLr, R'�._E No changes shall ho m� ?9t�H ST NE, PUYALL a,PW!4 ", �2 1 9 o p scope of work withal_.` prior approval of Tuk%vita Buildin7 Division KIOTE: l;ovisions will requiro a n� ,.,i plan submittal Plan' ��l'�' + `'. �'' i.- guhSeCt to errors and and may inc;,ude 6tional an ( view fees Approval Di cofIs , tii1�, r +`"i`t',� i��'•' _ I the violation or ::ni,, °dopted code or ordinance. Fd,_ i- _o0' 11 - FOR: 9fN`,cchanical IEctncal P plumbing Gas Piping Tukcjila , F�"Vi,IC7N �_'11!�2Q�° HEWED FOR COMPLIANC :B 2 4 2017 tv of Tukwila 390 of approved Field Copy and c on6�iiiolls iS acbc:+fiY .d: 131, .PROVIDE APPROVED Date: CAPILLARY BREAK t SEAL AT PT MUDSILL -2X2 MAX PT NAILER BETWEEN SLAB t FTG, R-10 RIGID INSULATION ?YP * INTERIOR STEM WALLS- RIGID INSULATION 240 MIN BELOW GRADE OR TO TOP Or - FOOTING, WWIGI4EVER IS LESS •WALL FRAMING 2x P.T- PLATE SEE FLR PLAN FOR WALL LOCATIONS \—PROVIDE APPROVED A APILLARY BREAK 4EAL AT PT MUDSILLX2 MAX PT NAILER BETWEEN SLAB i FTG, R-10 RIGID INSULATION TYP * INTERIOR STEM WALLS- RIGID INSULATION 240 MIN BELOW GRADE OR TO TOP OFj 0. TING, WHICHEVER IS LESS STATE OF WASHINGTON EXP. 09/30/18 Qjy of Tukwila BUILDING DIVISION TORWILA FEB 23 2017 PERMY CEMTER a137 MDP CONSULT NG commercial -ARCHITECTURE- residential P.O. BOX W3 SIC%94 R WA, 900 PH- (253) 286-7M 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 3 — 5024 S 1091h Ct Dear Mr. Kapustin, This letter is in response to your written request for reinstatement and extension to expired permit application number D 15-0137. 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 D15-0137 WAPernut CenteAExtension Letters\,4pplic itions\2015\D15-0137App Extension Gette1-#3.docx 6300 Southcenter Boulevard, Suite #100 • 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 p-e 0 ►ry+ i+3 Jerry E Hight MCP 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@TukvwilaWA. og_v I 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 wee 12/�eased we were unable to extend them. I know Bill has forwarded you our request to get the building ut I would like to reach out to you directly and see if there is any way we can avoid a full review process to get these permits released. I appreciate your consideration! Have a good day. Thanks, Filipp Kapustin Project Manager Cell: 253-722-4864 Office: 253-840-566o Fax: 253-840-3350 Po Box 188 Puyallup, WA 98371 _ eques ar on / Current Expiration Dat : 1 fs' ' Extension Request: Approved for �6 days ❑ Denied (provide explanation) Signature/Initials iJK MONARC14 I" I N C 1-1 0 ;M 11 S RECEIVED CITY OF TUKWILA DEC 2 2 2016 PERMIT CENTER City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 11/1/2016 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Permit Application No. D15-0137 EAST -WEST TOWNHOMES - LOT 3 5024 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: D15-0137 6300 Southcenter Boulevard Suite #100 0 Tukwila Washington 98188 e Phone 206-431-3670 e Fax 206-431-3665 Request for Extension # 2- Current Expiration Date: Extension Request: Filipp Kapustin M A roved for JK Monarch pp days P.O. Box 188 ❑ Denied (provide explanation) Puyallup, WA. 98371 May 27, 2016 Signature/Initials _ z- Bill Rambo Permit Technician City Of Tukwila 6300 Southcenter Boulevard Suite 4100 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 1 2016 JK Monarch PERMIT CENTER City of Tukwila Jiro Haggerton, Mayor ® Department of Community Development Jack Pace, Director May 31, 2016 Filipp Kapustin JK Monarch PO Box 188 Puyallup, WA 98371 RE: Request for Application Extension #2 East—West Townhomes — Lot 3 — 5024 S 1091h Ct Dear Mr. Kapustin, This letter is in response to your written request for an extension to Application Number D 15-0137. 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, s �I Bill Rambo Permit Technician File: Permit D15-0137 WAPerrnit Center\Extension Letters\Applications\2015\D15-0137App Extension Letter#2.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 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. D15-0137 EAST -WEST TOWNHOMES - LOT 3 5024 S 109 CT Dear FILIPP KAPUSTIN, In reviewing our current application files, it appears that your permit applied for on 6/11/2015, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 6/11/2016. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, --- Bill Rambo Permit Technician File No: D15-0137 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 D15-0137 EAST -WEST TOWNHOMES - LOT 3 - 5024 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 l 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" 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. D15-0137 Kenn c_fL.... t_ R ..7 , .• L c.,;r uinn . T, J,, ..n_ 117__7__*_--`--- noioo - - "1 111 ., ,. _ - • `� 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 3 Dear Mr. Kapustin, This letter is in response to your written request for an extension to Application Number D15-0137. 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, W14111M Rachelle Ripley Permit Technician File: Permit D15-0137 WAPermit Center\Extension Letters\Applications\2015\D15-0136 App Extension Letter.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Par M6-431- 3665 Rachelle Ripley From: Filipp Kapustin <Filipp@jkmonarch.com> Sent: Tuesday, December 08, 2015 1:21 PM To: Rachelle Ripley Subject: Permit Extention Rachelle, I am requesting the onetime 180 day extension on permits # D15-0135, D15-0136, D15-0137, D15-0138, D15-0139, D15- 0140, D15-0141, D15-0142. The progress has not moved along due to weather holding up the public works, we will begin in the next few months. . Thank you! Filipp Kapustin Project Manager X Monarch Po Box 188 Puyallup, WA 98371 Cell: (253)722-4864 Office: 253-840-5660 Fax: 253-840-3350 JK MONARCH r F t, �'JED CITY �j,.� 7 U KWILA DEC 01 2015 PERMIT CENTER Request for Extension # Current Expiration Date: (2 I Extension Request: Approved for -=-- days ❑ Denied (provide explanation) Signature/Initials r 1 City of Tukwila Department of Community Development November 4, 2015 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Application No. D15-0137 EAST -WEST TOWNHOMES - LOT 3 Dear FILIPP KAPUSTIN: Jinn Haggerton, Mayor Jack Pace, Director Permit application D15-0137 for the work proposed at EAST -WEST TOWNHOMES - LOT 3 () 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, Bill Rambo Permit Technician File No: D15-0137 6300 Southcenter Boulevard Suite #100 0 Tukwila, Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 RECEIVED JUL, 1'0 7015 City of Tukwila Jim Haggertott, Mayor Department of Community Development Jack Pace, Director July 06, 2015 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Correction Letter # 1 COMBOSFR Permit Application Number 1315.0137 EAST -WEST TOWNHOMES - LOT16 - 502q 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 11xl7 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Floor plans Al. lb and Al.lc at the party walls show the #4. It is assumed that should be #2 as indicated in the wall legend. Revise key reference or provide clarification. WALL SYMBOL REVISED TO #2, LEGENDS REVISED TO A4.1 TO ALL FLOOR PLAN SHEETS. 2. The wall legend for the party wall refers to sheet A6.1 for call outs. I believe this should refer to A5.1. Please clarify and make changes as needed. LEGENDS REVISED TO A4.1 TO ALL FLOOR PLAN SHEETS. 3. I could not find any details or location for the water heater. Provide clarification or show the water heater. ALL FLOOR PLAN SHEETS REVISED TO SHOW HWH, AND DETAIL ADDED TO SHT A5.1. 4. Please provide a Geotechnical site soils report by a registered geotechnical engineer. Report shall specify the load -bearing values of the site soils for footing design requirements and shall specify recommended method for footing drainage/disbursement and/or discharge system sizing. Confirm the footing bearing recommended by the geotechnical engineer is consistent with the structural engineer's calculations. Two (2) copies of the soils report shall be included with each building permit. GEO REPORT ATTACHED 5. Plan section detail sheet A5.1 shows a footing drain. The site plan does not show a designed footing or roof - drain discharge system. Provide additional plan details to identify a footing and roof water discharge system. Identify location of roof drain system or downspouts and include in the elevation detail. The footing discharge system will generally be separate from the roof drain system. Refer to the geotechnical engineers report provided for any recommendations. Coordinate any combined discharge systems with the Tukwila Public Works Department. (IRC R401.3, R405.1, R408.6) DRAINAGE PLANS ADDED, SEE SHTS AS.1A, AS.113 PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards 6300 Southcen.ter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 DATE: July 1, 2015 PROJECT: East West Townhomes (5 Unit) Lot 1 Unit B 51 st Ave. South / South 111th Street TL no. 687420-1065 / 1050, 1045, 1040, 1143, 1144, 1145, 1150, & 1160 1 st Review Comments PERMIT NO: D15-0135 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. david.mcpherson@tukwilawa.gov 1. Provide a completed Public Works permit fee estimate sheet — PW Bulletin A2 - enclosed. For Public Works activities only including — erosion control, downspout control, storm drainage, domestic water line, fire line, fire backflow (DCDVA) — as applicable. TO BE SUPPLIED BY APPLICANT 2. Revise site plan to include (1) show & label water service line to building (2) show and label sanitary side sewer to building (3) show and label downspout connection(s) to storm drainage system. DRAINAGE/ WATER/SEWER LINES ADDED TO SITE PLAN, SEE SHTS AS. IA, AS. 1B 3. NOTE: Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. Show on -site drainage system including profile - if footing drain and downspouts are sharing a single discharge pipe. DRAINAGE/ WATER/SEWER LINES ADDED TO SITE PLAN, SEE SHTS AS. IA, AS. 1B 4. Show & label (DCDVA) on a Civil plan sheet for fire line. Provide (size, brand, etc. with specifications). Detector Check Double Valve Assembly (DCDVA) is required to be designed and stamped, by a State of Washington Licensed Engineer. Verify if the (DCDVA) is to be constructed outside of the Building within a Vault (or) to be installed inside Building. Fire Department Connection (FDC) to be located near Fire Hydrant per Public Works and Fire Department requirements. Show & label (FDC) and Post Indicator Valve (P.I.V.) on Civil plan sheet. SEE FIRE DESIGN DWGS, AND REFER TO FIRE PERMIT PLAN REVIEW: 8 TOWNHOMES 5044 S 109th CT 5. A Transportation Impact Fee applies to this Building permit in the amount of $335.95. TO BE SUPPLIED BY APPLICANT 6. A Sanitary Sewer assessment fee applies to this Building permit in the amount of $116.62. TO BE SUPPLIED BY APPLICANT 7. A Ryan Hill Water charge (City Ordinance no. 1777) applies to this Building permit in the amount of $5,804.40 TO BE SUPPLIED BY APPLICANT A Cascade Water Alliance fee applies to this Building permit in the amount of $6,005. TO BE SUPPLIED BY APPLICANT Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, , Bill Rambo Permit Technician File No. D15-0135 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director July 06, 2015 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Correction Letter # 1 COMBOSFR Permit Application Number D15-0137 EAST -WEST TOWNHOMES - LOT 3 - 5024 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 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Floor plans Al.lb and A1.1c at the party walls show the #4. It is assumed that should be #2 as indicated in the wall legend. Revise key reference or provide clarification. 2. The wall legend for the party wall refers to sheet A6.1 for call outs. I believe this should refer to A5.1. Please clarify and make changes as needed. 3. I could not find any details or location for the water heater. Provide clarification or show the water heater. 4. Please provide a Geotechnical site soils report by a registered geotechnical engineer. Report shall specify the load -bearing values of the site soils for footing design requirements and shall specify recommended method for footing drainage/disbursement and/or discharge system sizing. Confirm the footing bearing recommended by the geotechnical engineer is consistent with the structural engineer's calculations. Two (2) copies of the soils report shall be included with each building permit. 5. Plan section detail sheet A5.1 shows a footing drain. The site plan does not show a designed footing or roof - drain discharge system. Provide additional plan details to identify a footing and roof water discharge system. Identify location of roof drain system or downspouts and include in the elevation detail. The footing discharge system will generally be separate from the roof drain system. Refer to the geotechnical engineers report provided for any recommendations. Coordinate any combined discharge systems with the Tukwila Public Works Department. (IRC R401.3, R405.1, R408.6) PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS ,1 www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards 6300 ,Snuthrenter Rnuleva.rd .Suite #100 • Tukwila. Washin.nton. 98188 9 Phnn.e 206-4.31-3670 • Far 206-431-3665 DATE: July 1, 2015 PROJECT: East West Townhomes (5 Unit) Lot 3 Unit A 51st Ave. South / South 11 Ith Street TL no. 687420-1065 / 1050, 1045, 1040, 1143, 1144, 1145, 1150, & 1160 lst Review Comments PERMIT NO: D15-0137 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. david.mcpherson@tukwilawa.gov 1. Provide a completed Public Works permit fee estimate sheet — PW Bulletin A2 - enclosed. For Public Works activities only including — erosion control, downspout control, storm drainage, domestic waterline, fire line, fire backflow (DCDVA) — as applicable. 2. Revise site plan to include (1) show & label water service line to building (2) show and label sanitary side sewer to building (3) show and label downspout connection(s) to storm drainage system. 3. NOTE: Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. Show on -site drainage system including profile - if footing drain and downspouts are sharing a single discharge pipe. 4. Show & label (DCDVA) on a Civil plan sheet for fire line. Provide (size, brand, etc. with specifications). Detector Check Double Valve Assembly (DCDVA) is required to be designed and stamped, by a State of Washington Licensed Engineer. Verify if the (DCDVA) is to be constructed outside of the Building within a Vault (or) to be installed inside Building. Fire Department Connection (FDC) to be located near Fire Hydrant per Public Works and Fire Department requirements. Show & label (FDC) and Post Indicator Valve (P.I.V.) on Civil plan sheet. 5. A Transportation Impact Fee applies to this Building permit in the amount of $335.95. 6. A Sanitary Sewer assessment fee applies to this Building permit in the amount of $116.62. 7. A Ryan Hill Water charge (City Ordinance no. 1777) applies to this Building permit in the amount of $5,804.40 A Cascade Water Alliance fee applies to this Building permit in the amount of $6,005. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0137 6300.Cnuthrvntnr Rmj1Pvnrd SuitP,#100 • Tukwiln Wnshinatnn 9R1RR • Phnno 2.06-431-3670 • Fnr 206-437-3665 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0137 DATE: 02/23/17 PROJECT NAME: EAST -WEST TOWNHOMES - LOT 3 SITE ADDRESS: 5024 S 109 CT Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division 99 Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ (corrections entered in Reviews) Notation: Revision # X Revision # 1 Fire Prevention ❑ Structural ❑ before Permit Issued after Permit Issued Planning Division ❑ Permit Coordinator ❑ DATE: 02/28/17 Structural Review Required ❑ DATE: DUE DATE: 03/28/17 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Ig Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT C0ORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0137 DATE: 02/23/17 PROJECT NAME: EAST -WEST TOWNHOMES - LOT 3 SITE ADDRESS: 5024 S 109 CT Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Pao prep lvli Building Division a 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) N Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0137 DATE: 05/19/16 PROJECT NAME: EAST -WEST TOWNHOMES - LOT 3 SITE ADDRESS: 5024 S 109 CT Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: BIiig Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 05/24/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑� Corrections Required ❑ (corrections entered in Reviews) Notation: DUE DATE: 06/21/16 Approved with Conditions i Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 �.00ORJ COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0137 DATE: 12/08/15 PROJECT NAME: EAST WEST TOWNHOMES - LOT 3 SITE ADDRESS: Original Plan Submittal X Response to Correction Letter # 1 DEPARTMENT : k3 � � Building Division Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator ❑ DATE: 12/10/15 Structural Review Required ❑ llr#a DUE DATE: 01/07/16 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1 �� Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0137 DATE: 06/11/15 PROJECT NAME: EAST WEST TOWNHOMES - LOT 3 SITE ADDRESS: 5 0-14 S f o a X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter #, DEPARTMENTS: A-T: &9 646-�e,�— Building Division is 1W Ccr,�g Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Revision # after Permit Issued bt AW Aw c- Fire Prevention Planning Division Structural ❑ Permit Coordinator IN DATE: 06/16/15 Structural Review Required ❑ DATE: DUE DATE: 07/14/15 Approved ❑ Approved with Conditions ❑ Corrections Required ` - Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only '%—6-1 � _ CORRECTION LETTER MAILED: ` wt Departments issued corrections: Bldg Fire ElPing [IPW �Staff Initials: 12/18/2013 .11 PROJECT NAME: � f W i I WV� Y Y ►� lPERMIT NO: �� ►'/ SITE ADDRESS: 901,+ I t ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I Summary of Revision. PJ �i I QV1MAO J Received b 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) CIlRY -of 7HtkVVRHfl Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: 1 :/,'www.T-kwilaXXiA.gov REVO SON S I I'MH'l1"ITA L Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, 'etc. Date: 2~23 — i Z Plain Check/Permit Number: �AA M-N-1 I ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # KRevision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name. 1 .& L Project Address:2— Contact Person S �C�f�ll s Phone Number: 25;A- RqD�%4,00 Summary of Revision: ?LAn,4 s 21W % S. t 0.1 -M r t-FcA'N I , w i T1-E CITY OF TUKWILA Sheet Number(s)o "Cloud" or highlight all areas of revision including date of revision C Received at the City of Tukwila Permit Center by: -- Entered in TRAKiT on W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: htW://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: .5/101r8 Plan Check/Permit Number: C) I S - d I 3-1 ❑ 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: 1... gsA - W-eS+ Tbwyl HowieS Lo%' Project Address: 90 Zy S `DQ' G'T Contact Person: Fi\jy�o 1r-,CA0QS' X'y) Phone Number: �ZS��cg6-SY000 Summary of Revision: �L� � I � V � i.J � r �► w MAY 19 2016 Sheet Number(s): "Cloud" or highlight all areas of revision Received at the City of Tukwila Permit Cet Entered in TRAKiT on S 7A—C�=( V W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 ILA, ly,9iP City of Tukwila Department of Community Development Q 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 l Phone:206-431-3670 " 08 s r90 Fax: 206-431-3665 Web site: http://li,itqi,.ci.titkii,ila.Wa,iis Revision submittals must be sitbinitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2' 1 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: East-West Townhomes — Lot $ Project Address: 5044 S 109 Ct D15-013*7 Contact Person: �� Y�g hone Number:? �)8'40 "S66 0 Summary of Revision: SEE ATTACHED REDLINE COMMENTS. Sheet Number(s): It-[ "Cloud" or highlight all areas of revision inclti(ing (late 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 Pspahol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries JK Monarch LLC Owner or tradesperson PO BOX 188 PUYALLUP, WA 98371 Principals 253-840-5660 Bartels, Jonathan Kirk, PARTNER/MEMBER PIERCE County Doing business as JK Monarch LLC WA UBI No. Business type 603 088 988 Limited Liability Company Governing persons 1 Page 1 of 2 Search L&I A-7..Index lielp My Li I Workplace Rights Trades & Licensing HIGH COUNTRY HOMES 1 HOLDINGS NEW LIFE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ..._...._....._.........................._........................ Meets current requirements. License specialties GENERAL License no. 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 against the bond or savings Help us improve https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=603088988&LIC=JKMONML874NA&SAW= 1/3/2017 JK Monarch LLC Page 2 of 2 No lawsuits against the bond or savings acc ; during the previous 6 year period. L&I Tax debts ........................................ No L&1 tax 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 Account is current. 280,695.00 _ ............................... Doing business as JK MONARCH LLC Estimated workers reported Quarter 3 of Year 2016 "7 to 10 Workers" L&I account representative T2 / CHRISTOPHER WASSON (360)902-6331 - Email: WASQ235@lni.wa.gov Track this contractor a Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for (D Washington State 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 OWNER: HIGH COUNTRY HOMES LLC CONTACT: FRED HERBER 424 29TH ST NE PUYALLUP, WA 98312 (253) 840-5660 ARCHITECT: MDP CONSULTING P.O. BOX 1303 SUMNER, WA 98390 (253) 286-i9-13 mark,amcIparchitect.com CONTACT: MARK PETER50N SEGA ENGINEERS 22939 SE 292ND PLACE BLACK DIAMOND , WA 98010 (36b 0) So-101-I CONTACT: GREG THESENVITZ CIVIL. NCINE : ABBEY ROAD GROUP LAND DEV. SERVICES COMPANY ROBERt CARIS P.O. BOX 1224 PUYALLUP, WA 98311 (253) 435-3699 W (253) 446-3159 F ROBERTCARI6eAB5EYROADGROUP.COM aq �>;oric �^�ifihdtivtpios rttohne -sco p 'lla!1 homoyal of No oba,Ip�sa'r1fr�or po � mittal +f�^aila ��►�Icalns� tan Sub uiro a 11 plan ;ions v^rill r .. tan (GV0" NO de may tnc;ude ad,,ttkonal p CA a GOOF UNIFORM CODES 3 '^ 1 P-,t��15��C"J e k�Jt - INTERNATIONAL RESIDENTIAL CODE 2012� - INTERNATIONAL BUILDING CODE 2012��, ss'1n3.11fi,l1.B - INTERNATIONAL MECHANICAL CODE 2012 plans; t' i - INTERNATIONAL FIRE CODE 2012 P1 .in l!i'i E 'vlslon of QCD - INTERNATIONAL PLUMBING CODE 2012 STATE CODES � f��i0�+�� � . - 2012 WASH. STATE ENERGY CODE_ - WASHINGTON STATE AMENDMENTS 4 PUBLISHED CODE - ADOPTED CODES OF CITY OF TUKWILA, WA FLOOR S --IMER UNIT UNIT 1 UNIT 'A' - SEE SHEET A1.1a �n Permit 0 MAIN FLOOR AREA 268 SQ. FT. SECOND FLOOR AREA 859 SQ. FTplan review approval is subject to errors and orniasions. THIRD FLOOR AREA 510 SQ. FTApproval of consirtic.-lion documents does not aiihorizo TOTAL 199-i 50. Fthe violation of any ado ed code or ordina ce. Rvmipt DECK 64 SQFTif approvod Field m . d: GARAGE 390 SQ.FT. zo UNIT V Date: _ 112101 UNIT 'B' -SEE SHEET Al.lb MAIN FLOOR AREA 246.5 SQ. FT. City of �� � SECOND FLOOR AREA 135.5 SQ. FT. BUILDING DIVISION THIRD FLOOR AREA -loci $Q. FT. TOTAL 1171 SQ. FT. DECK 48 SQFT. These plans have been reviewed by the Public GARAGE 311.5 SQ.FT. Works Department for conformance with current City standards. Acceptance is subject to errors an UNIT 'fir/1 omissions which do not authorize violations of adopted standards or ordinances. The responsibility UNIT 'D' - SEE SHEET A1.1c for the adequacy of the design rests totally with th MAIN FLOOR AREA 28o SQ. FT. designer. Additions, deletions or revisions to these drawings after this date will void this acceptance SECOND FLOOR AREA 821 SQ. FT. and will require a resubmittal of revised drawings THIRD FLOOR AREA 839 5 Q. FT. for subsequent approval - TOTAL 1948 SQ. FT. DECK c3O SQFT. Final acceptance is subject to field inspection by GARAGE300 SQ.FT. the Public Works utilities inspector, - Date: By. - e 7 L LON O AREA G L.GS - IRC CODE 2012/ WSBC 51-40 WAG - OCCUPANCY R-3 SINGLE FAMILY TOWNHOMES U - GARAGE - CONSTRUCTION TYPE- V-B MULTI -FAMILY 1 HR SEPARATION REQUREG BETWEEN TOWNHOME UNITS OGGUFNG*1' LOAD GL.GS/ SOU I REP EX I TS TOWNHOMES IRC R311 1 EXIT REQUIRED C 2 PROVIDED) er:NMRAL FIROJECT MOTES 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. Chi 302 300 Af;RCk TECTURAL 5 TE f=LAN S E i, ","yTEir' IM, 1TEAST- WEST TOWNHOM 5 RII:-''Q Jib i D F0R: ❑ Mcchan'scal (� Elec:rlcal ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DI1IlSlOi' 7. 117.00' 8' A PHALT VE SEE VIL - 12' c ST NTf 24" STAt FT 146. >'XXX 51st AVE S. TU<WILA/ WASHINGTON 5-UNIT BLDC -5' PEDES PATH FF= 327. 329.5 6 7 57. .8' 19 SPACE OPEN S 4 SF 284 19.83' 19. S8704#50"E 117 a FF= 331.5 8 OPEN WOOD FENCE SEPARATING BACK YARDS, AND REAR LOT LINE, SEE CIVIL FOR DETAILS SEP YA LO L IV W O W x 5 WATER METERS PER CITY STA DARD PLAN WS-01 ztl� SATED LIGHT SEE CIVIL ;rj STA 25+69.95 3 WATER METERS PER CITY STANDARD PLAN WS-01 STA 24+50.00 51 st Ave S REQUIREMENTS 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 15 IN PROGRESS AND UNTIL THE BUILDING 15 OCCUPIED. lro. MATERIALS LISTED IN DRAWINGS ARE BASED ON DESIGN INTENT. ALTERNATE S. 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, S. 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. 16. 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 19. WHERE LOCAL CODES, ORDINANCES OR REGULATIONS ARE MORE RESTRICTIVE THAN FURNISHED ITEMS. OWNER SPECIFICATIONS, THEIR LOCAL REQUIREMENTS SHALL GOVERN. 12. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, PLUMBING 20. ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND THESE PLANS ARE TO BE VALVES, AND MECH EQUIPMENT. IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND/OR ARCHITECT. NO 13. IT 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 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. `f s IQ u N a xAk th St 0S trestcrt Si' _ � `4 ' S.gangor 5t S L+angor S[ ' TR A _ 1b'4i �5IN • '�5 odd p seanrr t��� R Wallace St qy�s - S ttgthSc:.. 4£ a .Ole✓��.< 150m?mi VIGIN11"4e MAP NTS I e.� SITE ADDRESS: XXXX 51st AVE S TUKWILA, WA PARCEL NUMBE -Ior -1050, -1045, -1040, -1143, -1144, -1145, -1150, -1160 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 E6AL. PESG IPTION PARCEL 1: LOTS 1 THROUGH 8t AND LOTS 21 THROUGH 26, BLOCK 10, POTTERY WORKS ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 86, RECORDS OF KING COUNTY, WASHINGTON. ASSOG I ATEO F I L E NUMBERS: • L14-0045 PUBLIC HEARING DESIGN REVIEW • L14-0032 SHORT PLAT • E14-0008 SEPA • PL14-0022 LAND USE PROJECT FILE THE UNDERSIGNED HAS PROVIDED 5UILDIN6 ENCLOSURE DOCUMENTS THAT IN MY PROFESSIONAL .1UD6MENT ARE APPROPRIATE TO SATISFY THE REQUIREMcENNT5 OF EHB 184A R AND GW 64.55.005 THRU 64.55.0110 MARK PETER50N PROJECT ARCHITECT SHEET INVEX CIVIL SEE CIVIL ENGINEERING INDEX - ARCHITECTURAL AS.I TITLE SHEET, PROJECT DATA, VICINITY MAP UTILITY PLAN- ROOF/ FDN DRAT S 0A5.1a 1 AS.Ib UTILITY PLAN- WATER LINE LOCATION AS.2 GENERAL NOTES ,41.1 1/4 BUILDING MAIN LEVEL FLOOR PLAN A1.2 1/4 BUILDING SECOND LEVEL FLOOR PLAN AI.3 1/4 BUILDING THIRD LEVEL FLOOR FL/__�.,.,,,, AI.la 1/4 TOWNHOME FLOOR PLANS- UNIT 'A' REVIEWED FOR A1.Ib 1/4 TOWNHOME FLOOR PLANS- UNIT 'B' CODE COMPLIANCE AI.ld 1/4 TOWNHOME FLOOR PLANS- UNIT 'D'' a�P JOV A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS SEP 12 2016 A3.1 ROOF PLAN/ VENTILATION NOTES A4.1 WALL ASSEMBLY DETAILS "('UkWIIa A5.1 BUILDING SECTIONS, DETAILS Cl f Aro.1 CONSTRUCTION DETAILS BUILDING DIVISION STRUCTURAL 51.0 STRUCTURAL NOTES 52.0 FOUNDATION PLAN 53.0 SECOND FLOOR FRAMING PLAN 54.0 THIRD FLOOR FRAMING PLANCORRECT40N S5.0 ROOF FRAMING PLAN 56.0 STRUCTURAL DETAILS LTR 56.1 STRUCTURAL DETAILS BUILDING ENVELOPE 1 SOUND BUILDING ENVELOPE DETAILS 2 SOUND BUILDING ENVELOPE DETAILS 3 SOUND BUILDING ENVELOPE DETAILS C, f 'V OF "I�i.`i"VVILA 4 SOUND BUILDING ENVELOPE DETAILS 5 SOUND BUILDING ENVELOPE DETAILS DECO 3 ZO15 6 SOUND BUILDING ENVELOPE DETAILS PERMIT CENTER. PLUMBING BIDDER DESIGN- UNDER SEPARATE PERMIT MECHANICAL BIDDER DESIGN- UNDER SEPARATE PERMIT ELECTRICAL BIDDER DESIGN- UNDER SEPARATE PERMIT 1 /13/2015 D15-0140 AN REVIEW COMMENTS dp -UN IT BL t;� 6 W H zlu ~ U �I .Q �- a N E E O 0 REGISTERED •RARKy1r PI!TERSON STATE OF WASHINGTON EXP: 09/30/16 i. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PLAN NO OT - 2 DATE- 02-05-2015 �■ �4�'rr■ems/ I ! tav� I 302 117.00' 8' A PHALT SEE VIL - 0 to W 6 V. 0 Z afil": 49 • 5' PEDESTR PATH S87*4,W50"E 115.4�' i6' 19 83' 19.83' 19 83' -� SPACE OP N SPACE OPEN SPACE 1 SF 4 SF 284 SF OPENS ACE OPEN _ .,. 284 269 , WOOD FENCE SEPARATING BACK YARDS, AND REAR LOT LINE, SEE CIVIL FOR DETAILS r r W X f,.. �-�- • 1 —•— ,-- 'y� Vie. 1� =� i �n +. / � • - - ��.!u � .. '� 'ice � I .. • �. r.n•I�f7aT�� ,�D1�-7�71CriCii niw : � 7 •• • � • �. � iiG a� iii`i'—���-ai."#~��I �'�a�� ��,....-` Cyr" � � �. � � "`�' • — . �s...� z.+rv. lq�. r araai� ..r . _ __■Y1i■■■ �\ �'IG=IR ■ i 1 i 146. FI 411 W 6 20'R REL CATED LIGHT POL - SEE CIVIL 1K'lz 20'R 01 STA 25+69.95 • WATERER •. :CITY ROOF DRAIN/ F"G DRAIN IE;� ARCHITECTURAL SITE PLAN 110' S8704J'50"E 117A0' SEP YA LO L NOTE: SEE APPROVED CIVIL DRAWINGS FOR SITE REQUIREMENTS, DRIVEWAYS, SIDEWALKS, AND UTILITY LOCATIONS t�: STA 24+50.00 51 st Ave S APPR40VED DEC 15 2015 City of Tukwila. PUBLIC Works ©�1n REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2016 City of Tukwila BUILDING DIVISION I :i`1 D CITY�?1= f UKWILA DEC 0 3 2015 PERMIT CENTER C Ol 10/13/2015 D15-0140 PLAN REVIEW COMMENTS 5/5 -UN I T 5L Pr 6 rZ -6 N L a, IIC z lu t- 9 o u v d L a E 0 V 6390 REGISTERED IARK'1, PE!TERSON STATE OF WASHINGTON 10 � EXP: 09/30/Iro 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN NO: MPTH-152 DATE OZ-05-2015 l 7' E 117.00' CL rA Lv g X m o d rn 0 0 z TABLE 5' PEDESTRIA PATH WOOD FENCE SEPARATING BACK YARDS, AND REAR LOT LINE, SEE CIVIL FOR DETAILS 8' A PHALT S87048'50"E 115.4 ' SEE VIL 33 6' NDS APE O N SPACE OP 19.83' N SPACE 19.83' OPEN SPACE 19 3 6.6' ARE SF 4 SF 284 SF OPENS ACE OPEN Nr 284 269 F i 9 .2' X. 2 1 6 P METER TO BE FF= INSTALLE 3.5 FF= FF= FF= 331.5 5 WATER METERS PER 325.5 327.5 329.5 CITY STA 4DARD PLAN zo WS-01 304 g ONC CONIC GONG _ GONG = RIPE 20'R ;+� 302 — _ _ 12' Q TT r ST PE C C oo ARE REL CATED LIGHT NT SI EWA KS I POL - SEE CIVIL J 300 24" SO AT �' T PE FT IDE AL } ,..�T . ST1� ' •. •., �1:,4t • 4?'R1N • . ,9'4+ 1.2 " b:.tC GRIT :9)ff-_CJv'1L T;4f�: �1 ' S S1QEWAL STA 25+69.95 Crime O c�`` o T, cry '. 9 E N w IVIL\FO 00 B O-S '- AL `— DRIVE IVE .•�-:�,..• DRIVE Cn �- FOR ET IL N 20R W SCA E EA LA DSC PE w Q RE c V 8 � � FF FF= 327. 32929.5 3 WATER METERS PER 331.5 m CITY STANDARD PLAN WS-01 6 7 8 P METERS TO BE 57.5 INSTALLED O TAC LI E „ 19. 17. 146.1 OPE SPACE OPEN SPA E OPEN P c t S87' '50"E 117. t' 2 4 SF 284 SF 269 19.83' 19.8 3 20' S87' 50"E 117 ' gtr� WOOD FE G SEP IN B C YA S, AN A LO LI , S E IV F R T S STA 24+50.00 51 st Ave S WATERLINE LOCATIONS ARCHITECTURAL SITE PLAN 1&�� 1110' NOTE: SEE APPROVED CIVIL DRAWINGS FOR SITE REQUIREMENTS, DRIVEWAYS, SIDEWALKS, AND UTILITY LOCATIONS APPROVED DEC 1.5 2015 City of Tukwila PUBLIC Works R" Ev —WED FOR CODE OR4VED MPLIANCE AP SEP 12 2016 City Of Tukwila BUILDING DIVIO" CITY OF i 11'K'W1I_A DEC 0 3 2015 ;HERMIT CENTER 01( 10/13/2015 D15-0140 PLAN REVIEW COMMENTS /5-UNIT BLI:)C 6 V � N r� V v PLO ,6 0 E 0 v V7 �� � REGISTERED •MARK' ll. PE�TERSON STATE OF WASHINGTON EXP: 09/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN ND MPTR-152 DATE 02-05-2015 NOTES: GENERAL 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 Pg vzi4_ I N D I AA,ENC I QNC F'QR Fni 1 I PMENT Ppnv I DED I N 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), II, 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 90A-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 WOOq,IBC SEC. 2304) 10. TREATED WOOD SHALL HAVE AT THE TIME OF INSTALLATION A MOISTURE CONTENT OF 19 PERCENT OF LESS, TREATMENT OF WOOD SHALL CONFORM TO IBC STANDARDS , (IBC SEC. 2301) 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) REVIEWED FOR CODE COMPLIANCE APPROVED `uiu SEP " 1 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 perfo 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 same. 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. City of Tukwila ILDING DIVISION RECEIVED CITY OF TUKWILA JUN 1 1 2015 PERMIT CENTER 6390 'RARKYfr PI!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. PLAN NO: LOTH- 12 DAM 02-095-20195 2 AS. 2 p�%«%1m3tkk, {Rkx�kt�nxrsnuanr�s,rc3 t�uaesrt9.ra��,:�,u+szs �'V�3.S4i9.frk<:X+`5'?Fi.MAtk j t��t{p•„RRRUU��k 0 M SEE SHT A 1.1 c, SEE SHT A1.1a SEE SHT A1.1o: SEE SKIT A1.10 SEE SKIT A 1.1 b 12 ' : , :, 4Z EXTERIOR WALLS- 2X 6 STUDS m 16" OC 1 WITH R-21 INSULATION. SEE SHEET A6.1 FOR CALL -OUTS INTERIOR WALLS- BRG 2 X 4 STUDS AT 16" O.C. WITH 5/6" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WALLS- NON BRG 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 MAIN LEVE WR FOR COMPLIANCE CODE APPROVED SEP 12 2016 S 380 SO.FT . 5410 SO.FT. 48? S0.1T. 577' S SO.r-T. Ci4� of 'Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA J U N 1 1 2015 PERMIT CENTER 6 -6 N 1 Z v" U 3 ,6 r� v L O a 0 E E 0 )z �3 r V) (P O p � = J z OL o O Z I }- Jul (Y O (P LL 1 N CM REGISTERED I R R�K� PI!TERS0N TATE OF WASHINGTON 1=-XP: 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. PLAN Na DATE 02-05-2015 4 � a irL" k :: RESIDENTIAL EXHAUST P=N REQUIREMENTS: BATHROOMS KITCHENS INTERMITTENTLY OPENINGS 50 CFM 100 CFM CONTINUOUS OPERATION 20 CFM 25 CFM I. RANGE HOODS 4 DOWN DRAFT RANGES SHALL BE RATED NOT LESS THAN 100 CFM * 0.10" Wj3- EXH6USt DUCT REQUIREMENTS. 1. BE A MINIMUM OF 6" IN DIAMETER FOR SMOOTH FLEXIBLE DUCT WORW, 2. BE INSULATED TO A MIN. R-4 IN UNCONDITIONED SPACES. 3. BE EQUIPPED WITH A SACK -DRAFT DAMPER 4. TERMINATE OUTSIDE THE BUILDING. 5. SHALL COMPLY WITH THE 2012 WASWI GTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. RESIDENTIAL NOTES: i. ALL WORK TO BE IN CONFORMANCE WITH THE 2012 I.RCJ I.B.C. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FiRE BLOCKING At ALL PLUMBING ,AND MECHANICAL PENETRATIONS. 5. ALL SHOWER/ TUB WALLS TO BE WATERPROOF TO MINIMUM 10" ABOVE DRAIN. 6. SHOWER TO BE LIMITED TO MAXIMUM 25 G.P.M. FLOW. 1. ALL GLAZING WITHIN 60" ABOVE DRAIN INLET TO BE SAFETY GLASS. S. ALL GLAZING WITHIN 24" OF DOOR OR WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS. 9, ALL SKYLIGHTS TO BE PER I.RC. R308.6. 10.ALL GLAZING WITHIN 60" OF STAIRWAY TO BE SAFETY GLASS. NOTES 1. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR WALLS - SEE WALL LEGEND 4 SEE STRUCTURAL ORAWINGS FOR SPACING. 3. ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL HEADER AND BEAM REQUIREMENTS. 5. INSULATION SHALL ISE INSTALLED PER LOCAL ENER3Y CODE REQUIREMENTS. SEE SCHEDULE THIS SHEET. 6. REFER TO SITE PLAN FOR SPECIFIC SIDEWALK AND / PARKING CONFIGURATION. SITE PLAN CONFIGURATION TAKES PRECEDENCE OVER THIS DRAWING. 1. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.G. TO VERIFY ALL DIMENSIONS ' ,AND REPORT ANY DISCie'EPENCIES TO THE ARCHITECT OR FIELD ENGsINEER BEFORE PROCEEDING TO CONSTRUCTION. HALL 1.5C-7�NV �iEXTERIOR WALLS- 2X 6 STUDS * 16" OC 1 WITH R-21 INSULATION. SEE SHEET A4.1 FOR CALL -OUTS INTERIOR WALLS- BRCS 2 X 4 STUDS AT 16" OZ. WITH 5/8" GYP BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WALLS- NON BRCS 2 X 4 STUDS AT 16" O:C. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR PARTY SEPARATION WALL- 1 HR WALLS SEE SHEET A4.1 FOR CALL -OUTS 2 INSULATION SCHEOUL.= Energy Regulations 2012 WA. STATE ENER3Y CODE WALLS: R-21 KRAFT FACE BATTS FACE STAPLE TO INTERIOR STUD FACE AS VAPOR RETARDER ROOF: R-415 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 MRiMETER: R-10 RIGID- 24" DEEP w/ THERMAL BREAK GLAZING: UNLIMITED U-VALUE 030, OAO SHGC DOOR: U-VALUE 0b0 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS PER SECTION R406 -ENERGY CREDITS REQUIRED a 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 ENERCsY CODE. TOTAL GLAZING AREA AS 0 % OF GROSS FLOOR AREA EQUALS ILA % WHOLE 1-IOUSE VENTiLATION- iRC M1508.R-INTER11ITTENT 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 THROLr_d4 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. 19'-10" L. I_ 4'-2" - 00 INe 01 00. y 011. 1.~ y , iUUUi.�Ui.�iUUUUU/UUUiiU�///U/U/UU/ioU�UUUmU/UU.�/ �. - w , OAF . % ' 1,00. � � O 1/4" 2 1'-011 E- 5'-6i" 10 41_14" �1_I n In 11'-6i" r�. 0 0 r 110V SMOKE DETECTORS TO BE INTERCOi NECTED 4 ° HARD -WIRED W/ BATTERY BACK-UP PER R314 S.D. am GOMBUvtiON AIR: G2401B (3045) indoor combustion air. The required volume of indoor air shall be detemined in accordance with Section G24015.1 or G24015.2, except that where the air Infiltration rate 16 known to be less than OAO air changes per hour (ACH), Section G240i5.2 shall be used. The total required volume shall be the sum of the required volume calculated for all appliances located within the spacA. Rooms communicating directlg with the space in which the appliances are installed through openings not furnished with doors, and through combustion air openings sized and located in accordance with Section G240'1.53 are considered to be part of the required volume. G24015.1 (3045.1) Standard method. The minimum required volume shall be 50 cubic feet nor 1,000 Btu/h (4.8 m3AW) - 1S1-10" J. 10'-5in 4'-2" EGRESS 6 6/0x5/0 xo 3/04/0 xo Ek® 10'-0" CLG T- r STUDY/HBO OM I �� O � 10 0 CLG 1O S.D. llov r _J e tt faEFR. 4'-21 " 3'-11" �t DN 16R O O �D a r SINK OW / 110V 0 QL El o Zi- _ 2 S.U. W-4 �- 'ft 1 y 42" RAISED BAR � in aININ� �' UP 18R LIVING ROOM 10'-0" CLG METAL FIREPLACE,, 13-VENT THR0JG4 ROOF INSTALL PER MFR i SPECS. PROVIDE 6 Sa IN. OUTSIDE AIR N A 48" WIDE MiN TV ALCOVE �� N ABOVE FIREPLACE W/ MIN 12" WiDE TV SHELF/ MANTEL �� / 1'-C i STORE DOOR GLCK 6/04/0 fx el- 6/0x4/6 xoxo ECKIIW-v OF SLOPE TO DRAIN ' SJ3. 1/4" / FT MIN IL 110V O CARBON MONOXIDE ALARMS TO BE INTERCONNECTED 4 CM. HARD -WIRED W/ BATTERY BACK-UP PER R315 11-011 MAIN FLOOR O O�,�� AREA THIRP FLOOR AREA SECOND FLOOR AREA 268 1/4" 2 1'-011 E- 5'-6i" 10 41_14" �1_I n In 11'-6i" r�. 0 0 r 110V SMOKE DETECTORS TO BE INTERCOi NECTED 4 ° HARD -WIRED W/ BATTERY BACK-UP PER R314 S.D. am GOMBUvtiON AIR: G2401B (3045) indoor combustion air. The required volume of indoor air shall be detemined in accordance with Section G24015.1 or G24015.2, except that where the air Infiltration rate 16 known to be less than OAO air changes per hour (ACH), Section G240i5.2 shall be used. The total required volume shall be the sum of the required volume calculated for all appliances located within the spacA. Rooms communicating directlg with the space in which the appliances are installed through openings not furnished with doors, and through combustion air openings sized and located in accordance with Section G240'1.53 are considered to be part of the required volume. G24015.1 (3045.1) Standard method. The minimum required volume shall be 50 cubic feet nor 1,000 Btu/h (4.8 m3AW) - 1S1-10" J. 10'-5in 4'-2" EGRESS 6 6/0x5/0 xo 3/04/0 xo Ek® 10'-0" CLG T- r STUDY/HBO OM I �� O � 10 0 CLG 1O S.D. llov r _J e tt faEFR. 4'-21 " 3'-11" �t DN 16R O O �D a r SINK OW / 110V 0 QL El o Zi- _ 2 S.U. W-4 �- 'ft 1 y 42" RAISED BAR � in aININ� �' UP 18R LIVING ROOM 10'-0" CLG METAL FIREPLACE,, 13-VENT THR0JG4 ROOF INSTALL PER MFR i SPECS. PROVIDE 6 Sa IN. OUTSIDE AIR N A 48" WIDE MiN TV ALCOVE �� N ABOVE FIREPLACE W/ MIN 12" WiDE TV SHELF/ MANTEL �� / 1'-C i STORE DOOR GLCK 6/04/0 fx el- 6/0x4/6 xoxo ECKIIW-v OF SLOPE TO DRAIN ' SJ3. 1/4" / FT MIN IL 110V O CARBON MONOXIDE ALARMS TO BE INTERCONNECTED 4 CM. HARD -WIRED W/ BATTERY BACK-UP PER R315 11-011 MAIN FLOOR O O�,�� AREA THIRP FLOOR AREA SECOND FLOOR AREA 268 50. FT. S5ci 50. FT. 8"70 SO. FT. 1 Q4i'7 50. FT. 5q0 SO.FT. 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/1 SIGHT AND A IiOV RECEPTACLE W/I 25FT SAME LEVEL OF MEC 4 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 * FRONT OR SERVICE SIDE OF EQUIPMENT • PROVIDE SERVICE LIGHT CONTROLLED BY SWITCH * THE ATTIC ACCESS OPENING PER IRC M1305.13.1 �9 A A e101rE �G RAE -„ 0 G %.�► • • U "" G 0 �• TANDIM O ON ALL WAR11 • t STRUCTURAL lix ON CEILIW-O. s • - ALL EXPOSED 0 i POSTS AND _IIXII _ M, SLOPE GARAGE SLA15 TOWARDS DR i zklr .- ENTRY 0cis-oil CLCs O OJ4. DOOR ��UUioUUiil � �/UUU.oUi 6 1 N 6 ul tV_ Ziu ~ r� `.�/ v d �1 .6 L a O E E O v I' z 6390 REVIEWED FOR - -- - - - - OD COI�PLIAN E REGISTERED AR I CT COOVIRD APPROVED ARK P TERSDN I CC�IC. $ P 1.2 2016 STATE OF WASHINGTON - C ®f Tukwila 1=XP: 09/30/16 UI ING DIVISION 1. Contractor or builder must verify all dimensions before proceeding with construction. STSTRUCTURAL POO 6'-�ll 5'_6n 1,_0n 6'_3" 1'-�ll MR ned 2. This plan was ghout iZ TAPER tobmarketed throu many municipalities. The n W/ VENEER- SEE ELEV purchaser must verify compliance with all local applicable building codes where the home is to be constructed. V .. 3. Purchaser should have G 1 e U f�.' I l. A I FLOOR L FLAN plans reviewed by a lic- oral engineer for compli- ural builder and ompli- DEC 0 3 2015 ance ditions. specific site con- 1/�4"= V-0" 4. These plans should not !T CENT be altered by other than a IVI E R qualified designer, archi- tect, or structural engineer. PLAN NO iT - 152 DATE; aw w6- w�100 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 1W 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. RESIDENTIAL L NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH THE 2012 I.RC./ I.B.G. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FiRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER/ TUB WALLS TO BE WATERPROOF TO MINIMUM'10" ABOVE DRAIN. N 6. SHOWER TO BE LIMITED TO MAXIMUM 0 2B G.P.M. FLOW. -1. ALL GLAZING WITHIN 60" ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24" OF DOOR OR WITHIN 15" OFF THE FLOOR TO BE SAFETY GLASS. 9. ALL SKYLIGHTS TO BE PER I.RC. R308.6. _ 10.ALL GLAZING WITHIN 60" OF STAIRWAY ' TO BE SAFETY GLASS. `V MOTES i. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. `4 2. ALL EXTERIOR WALLS - SEE WALL LEGEND 4 SEE STRUCTURAL DRAWINGS FOR SPACING. 3. ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL HEADER AND BEAM REQUIREMENTS. _ 5. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE 1' REQUIREMENTS. SEE SCHEDULE THIS SHEET. - 0 6. REFER TO SITE PLAN FOR SPECIFIC SIDEWALK AND ' PARKING CONFIGURATION. SITE PLAN CONFIGURATION TAKES PRECEDENCE OVER THIS DRAWING. -I. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.G. TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE ARCHITECT OR FIELD ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. �9 A L.L. L.E(SENO EXTERIOR WALLS - 2X 6 STUDS m 16" OC l WiTH R-21 INSULATION. SEE SHEET A6.1 FOR GALL -OUTS - INTERIOR WALLS- BRG 2 X 4 STUDS AT 16" O.C. WITH 5/5" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WALLS- NON BRG 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP, BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR PARTY SEPARATION WALL -I PR WALLS SEE SHEET A6.1 FOR CALL -OUTS m 2 � INSULATION SCHEDULE Energy Regulations 2012 WA. STATE ENERGY CODE WALLS: R-21 KRAFT FACE BATTS FACE STAPLE TO INTERIOR STUD FACE AS VAPOR RETARDER ROOF: R-45 FOIL FACED BATTS DENSITY AND PRESCRIBED R-VALUES, - FOIL TAPE SEAMS AS VAPOR RETARDER. CEILING/FLOOR: R-30 FOIL FACED BATTS DENSITY AND PRESCRIBED R-VALUES, - FOIL TAPE SEAMS AS VAPOR RETARDER SLAB PERIMETER: R-10 RIGID- 24" DEEP w/ THERMAL BREAK GLAZING: UNLIMITED U-VALUE 030, OAO SHGC DOOR: U-VALUE 0.60 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS PER SECTION R406 -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 90 OF GROSSARLOOR AREA EQUALS 1-19- 1rA40-Lr; 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 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. R -FLOW RATE SHALL BE FIELD-TESTED. 2'-10�" 4'-011 it ❑ - EGRESS 0 5/0x5/0 xo 3/0X /0 xo N EF. ® �t 5ATH ®M 10'-0" CLG �p O m 110V S.D. v 110V DN ISR G.M. 1- CABINETS N L vTOS JL 22" 30"FFiTR.�I 110V U LNi%YATTIC �c�C O z I/ \I � SD.p�d) U� x EF. IL-� d� WW (LQw O 6 EF. BATH 0 lO 4 0 S.D. I I I� I I QC I ------- - - Cq N 1'-0" U MST OR-OOM x 00 m (P LD 4/04/0 fx x 4/0x4/6 xo Cqd r EGRESS 4/0x2/0 fx 4/0x4/6 xo 0 molded r 1/4 11= 11_0II 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 CM. HARD -WIRED W/ BATTERY BACK-UP PER RVE, GOB BUSTION AIM. G240-15 (304.5) indoor combustion air. The required volume of indoor air shall be determined in accordance with Section G2401B.1 or G2401B.2, except that where the air infiltration rate is known to be less than OAO air changes per hour (ACH), Section G2401B.2 shall be used. The total required volume shall be the sum of the required volume calculated for all appliances located within the space. Rooms communicating directly with the space in which the appliances are installed through openings not furnished with doors, and through combustion air openings sized and located in accordance with Section G240IB3 are considered to be part of the required volume. G24071.5.1 (304.5.1) Standard method. The Rminimum required volume shall be 50 cubic I Feet per 1,000 Btu/h (4.8 m3/kW). MECHANiCAL EQUIFIMENT -ATTiC FURNACE OFTiON • PROVIDE MIN 22" X 30" ATTIC ACCESS, VERIFY MECH UNiT SIZE 8 PROVIDE ACCESS TO BE ABLE TO REMOVE IF NEEDED IN FUTURE • PROVIDE ELECTRICAL W/i 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 4 30" HIGH, AND PROVIDED W/ CONTINUOUS FLOORING 24" MIN WIDE • LEVEL WORKING PLATFORM MiN 30" SQUARE REQUIRED 6 FRONT OR SERVICE SIDE OF EQUIPMENT • PROVIDE SERVICE LIGHT CONTROLLED BY SWITCH -S THE ATTIC ACCESS OPENING PER IRC M1305.13.1 0 5/0x8/0 SGD FURN SG PER ASH RAE 130-A-80 O PILOT 8 CONTROLS xx TO BE 18" MIN. OFF FLOOR 5-TO E V-0" CLG 0 VEHICLE IMPACT x BARRIER 3'-2" V -11" SOLID CORE - - - SELF CLOSE/ - - - SELF LATCHING - - - 13is MIN. 4 _-- N TANPEM wa�Wr USE 1/2" TYPE "X" GW8 ON ALL WARM AND j - STRUCTURAL WALLS. I- `� U (1) LAYERS 5/8" TYPE d -1 "X" ON CEILINGS. j WRAP ALL EXPOSED w 1- w5 (K a POSTS AND BEAMS q .1IN 1/2" TYPE "X" GWB 110V SLOPE GARAGE SLAB Ste' TOWARDS VEHICLE DR UP 16R c� - 9 -0" CLG N Iv ENTRY DOOR DOOR I♦ 9N (P 9 I 6 ;6 t� lu 1- 9 v 6 N E E O v / RIEVI Q FQR CODE dMPLIANCE.coNc.APP r.B>F OVEN;17�GK I SEP 2 ?_016 I I 6390 +� TUk nI REGISTERED 6/0x2/0 fx 6/Ox4/6 xoxo WATER ROOF 0 2!l LI 10 3 DIVI 10 DECKI G _ SLOP TO DRAIN I/4" / F MIN N - - - ARK . P TERSDN STATE OF WASHINGTON SEE DETAIL O POST FIER ETRUCTURAL i SHEET Ab I HR RATED DEC 12" SQ APE BUILT-UP W/1 5Ft PROP LiNE W/ VENEER- SEE ELEV I EXP: 09/30/16 u n 01' -6P " -II" 1 I 5u i 1. Contractor or builder must verify all dimensions 014 before proceeding with 611 J. construction. 2. This plan was designed to be marketed throughout many municipalities. The I purchaser must verify compliance with all local O NCILEAEL O CR N I NLEVEL �m N i applicable building codes where the home is to be constructed. 1/4II_ 11_0II 1/411= 11-0II MA W r_Ls00 SECOND FLOOR AREA -155.5 90. FT. TH I O FLOOR AREA 01541 SCE . FIT. TOTAL. 11571 SO. FT. 4� • • � !/ A Q G /1 Mrl SEE SITE PLANS FOR TYPICAL REVERSED PLAN LA*f0OUTS, 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. PIM ND MTH®112 I DATE �rr�aa�uvrw�saxi�rr�'r q f 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: I. 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. RESIDENTIAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH THE 2012 I.R.G./ I.B.C. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER/ TUB WALLS TO BE WATERPROOF TO MINIMUM 10" ABOVE DRAIN. 6. SHOWER TO BE LIMITED TO MAXIMUM 2B G.P.M. FLOW. -1. ALL GLAZING WITHIN 60" ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24" OF DOOR OR WITHIN 15" OFF THE FLOOR TO BE SAFETY GLASS. 9. ALL SKYLiGHTS TO BE PER I.RC. R308.6. 10.ALL GLAZING WITHIN 60" OF STAIRWAY TO BE SAFETY GLASS. MOTES 1. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR WALLS - SEE WALL LEGEND E SEE STRUCTURAL DRAWINGS FOR SPACING, 3. ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL HEADER AND BEAM REQUIREMENTS. 5. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE - REQUIREMENTS. SEE SCHEDULE THIS SHEET. 6. REFER TO SITE PLAN FOR SPECIFIC SIDEWALK AND PARKING CONFIGURATION. SITE PLAN CONFIGURATION TAKES PRECEDENCE OVER THIS DRAWING. 1. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.G. TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPENCIES TO THE ARCHITECT OR FIELD ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. Y LL MSEN L O EXTERIOR WALL5- 2X 6 STUDS ° 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 5/6" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WALLS- NON BRG 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. BD. EACH SiDE, UNLESS OTHERWISE NOTED. INTERIOR PARTY SEPARATION WALL -I HR WALLS SEE SHEET A6.1 FOR CALL -OUTS 2 INSULATION SCHEDULE 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 R406 -ENERGY CREDITS REQUIRED = 1.5 -PROVIDE OPTION (5b) EFFICIENCY WATER HEATING - PROVIDE GAS WATER HEATER W/ MIN EF OF 0.82 ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENERGY CODE. TOTAL GLAZING AREA AS 0 5o OF GROSS FLOOR AREA EQUALS 12Z 9- WHOLE HOUSE VENTIL4TiM: 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. ILI 0 m � 1- S1-0 tu iQ 9 110V SMOKE DETECTORS TO BE INTERCONNECTED E ° HARD -WIRED W/ BATTERY BACK-UP PER R314 S.D. COMBUSTION AIIP.- G2407.5 (304.5) indoor combustion air. The required volume of indoor air shall be determined in accordance with Section G2401B.1 or G240-IB 2, except that where the air infiltration rate is known to be less than OAO air changes per hour (ACH), Section G240-1.5.2 sha I I be used. The tota I 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 alith Section G240-iB3 are considered to be part of the required volume. G240i.5.1 (304B.1) Standard method. The minimum required volume shall be 50 cubic feet per 1,000 Btu/h (4.8 m3/kW). 2' - 10" 110V O CARBON MONOXIDE ALARMS TO BE INTERCONNECTED4 C.M. HARD -WIRED W/ BATTERY BACK-UP PER R315 t' 1E C;HAN I C AL E QU I f=>MENT -ATTIC FURNACE Oi='T i ON • 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 4 30" HIGH, AND PROVIDED W/ CONTINUOUS FLOORING 24" MIN WIDE • LEVEL WORKING PLATFORM MIN 30" SQUARE REQUIRED a FRONT OR SERVICE 81DE OF EQUIPMENT • PROVIDE SERVICE LIGHT CONTROLLED BY SWITCH m THE ATTIC ACCESS OPENING PER IRC M1305.1.3.1 MAIN FLOOR AREA SECONP FLOOR AREA THIRP FLOOR AREA TOTAL 25a 90. FT. a21 SQ. FT. a5a 90. FT. I cl4a SO. FT. 5aO SO.FT . ZM RECEIVED CITY OF TUKWILA JON 1 1 2015 PERMIT CENTER 6 m i V H o U W v i O N O v i- ,um r m LLI O p � Z Z3 OL OIII— oZ per ON 6' At oil REGISTERED -MARK P!TERSEN 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. PLM ND DATE 02-05-201 a :�Yar�as�a�xc�mms��ti z � �itan�,n::t%,ara�stzuc �;�xo-�ttaw xwptgp �i5flUldtiSiffSiYtaYAiiV",'3�St�i oy"ha�;rzf•�i,tisu',4a?Jf SEE SHT A 1.1 c SEE SHT A1.1a BEE SHT A1.1a SEE SHT A 1.1 a SEE SHT A 1.110 EXTERIOR WALLS- 2X (o STUDS m 16" OC 1 WITH R-21 INSULATION. SEE SHEET A6.1 FOR CALL -OUTS INTERIOR WALLS- 5RG 2 X 4 STUDS AT 16" O.C. WITH 5/8" CaYP. 51). 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 C I�w OF, RE COMgL1ANCF_ COD t,,p PpOVeD sy 12 1A C1W of �p'vIg1Ila C7N BUILD' G RECEIVED CITY OF TUKWILA JUN 11 2015 PERMIT CENTER 6 N tu OZ 6 L a �1 E E 0 390 REGISTERED ARQ'AITECT_ I RAR P�TERS0N TATE OF WASHINGTON EXP: 09/30/lr0 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. kj w PS+�taea:Y�ka� Marc �s�. r' SEE SHT A1.1r, SEE SHT A1.10 SEE SHT A 1.1 o SEE SHT A 1.1 o SEE SHT A 1.1 b EXTERIOR WALL5- 2X (o STUDS Q 16" OC 1 WITH R-21 INSULATION. SEE SHEET A6.1 FOR GALL -OUTS INTERIOR WALLS- 5RG 2 X 4 STUDS AT 16" O.C. WITH 5/8" GYP. 5D. EACH SIDE, UNLESS OTHERWISE NOTED. �INTERIOR WALLS- NON 5R3 2 X 4 STUDS AT 16" O.G. WITH 5/5" GYP. 5D. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR PARTY SEPARATION WALL- (2) -1 HR WALLS SEE SHEET A6.1 FOR CALL -OUTS 2 COVE compoINNIA Sip �- 2 2�16 o� �i�`➢ ,v�CJ�o� �t)1LD1tAG o - RECEIVED CITY OF TUKWILA JUN 1 1 2015 PERMIT CENTER 6 N N 4) t � zlu cam` U 6 v L O N O v 90 REGISTERED .RARK� PI!TERS0N STATE OF WASHINGTON EXP= 09/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a 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. Lrzr-T ELEVATION - ArEST SIDE 5/16" = I'-0" E��''N—i1—I DOWNSPOUT, TYP ■ ol rm�i �I N. 0 ffijd ��. 1101010-10 KNOWN LATE NE LATE INE LATE. INE 525.5 45 PT -MAX --- -- -- - -- — — -- -- - -- — — -- -- -- — — -- - — -- -- — -- — .._ — BLD6 HC T ESE EME US p■ti EE!lEpEEEEEiee 5A g", * = P-0" . . 6/12 =\/L.TI enkl 5A g", * = P-0" . . 6/12 =\/L.TI enkl aw imp � — E�iEEEie ■ ■? ME AVERACM OLINE RAPE COMP. ROOFING 5/4x8 BARGE BOARD 5/4xa FASCIA W CONT. GUTTER SHAKE SIDING 10"HORIZ. BAND W 2" TRIM 5/4" x 4" CORNER TRIM HORIZ. SIDING EN/ 6" BEVEL STONE VENEER INSTALL PER MANUF SPECS 551.5 52'71.5 525.5 R �� 1PNGE P ,Qae'�po of D � 12 2p16 SAP • o,�.�Uk,Nila `DG DiV1SiG� evi :(�.'F:?� U"(:' 1 L A DEC 0 3 2015 P RI IT CENTER N N � Q � a 0 (390 REGISTERED ARIT ARK D. C'ETERSON STATE OF WASHINGTON ~� 1 13 �s_ EXP: CD9/30/16 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. PLW ND MPTH-152 DATE- 02-05-2015 A Z. r �,�??b',hY.i'4NfiX�u5U4n1 &fin&it�rra^r'�" Vila_ C i."W.. RI 6HT, ELEVATION - EAST 9117r 4 t ctY jS t i I 0 R ' Rs compL ItW—: otfiY 01 -TuUWN1 SI gU11..DtN� DEC 0 3 2015 PERMIT CENTER �1 10/13/2015 D15-0140 PLAN REVIEW COMMENTS 6 V � i H zlu 0 UV v Icy ,6 � as` E E 0 390 'RA'RKFr P�TERSON STATE OF WASHINGTON �XP: 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 MEPTH-152 DATE 02-05-2G15 i ® ■ UNIT'A' ROOF VENTILATION CALCS PER IRC 8062 (EXCEPTION ALLOWED) ROOF AREA = 810 SF. REQ. VENTILATION = 510 FT /300 = 2.9 SF. = 41i.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 = 9 SQ. IN / LIN FT 22 LIN FT (9 SQ.IN.) = 198 SQ. IN, NET FREE AREA- TOTAL EAVE VENTS TOTAL SAVE VENTS = 309 SQ IN NET AREA REQ.- PROVIDE "RIDGEMASTER PLUS" RIDGE/ HIP VENTS M 1211 /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 now IN 7! NA UNIT'D' ROOF VENTILATION CALCS PER IRC 8062 (EXCEPTION ALLOWED) ROOF AREA = 610 S.F. REQ. VENTILATION = 810 FT /300 = 2.9 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 1 NET AREA REQ.- PROVIDE RIDGEMASTER PLUS RIDGE/ HIP VENTS 6 12 /LIN FT PROVIDE MIN 18 LIN FT m RIDGE/ HIP = 216 SQ. IN. ROOF VENTILATION W/1 3FT OF HIGHEST PT OF HIGHEST ATTIC SPACE = 216 SQ.IN. ALL VENTS SPECIFIED MAY BE CHANGED FOR APPROVED EQUAL DSL 1-HR 5EF WALL NO ROOF OPENINGS 41 MIN EACH SIDE OF SEPARATION WALL ROOF PROJECTIONS TO HAVE 1/2" GYP SHEATHING UNDER EAVES FOR MIN 3 FT EACH SIDE OF SEPARATION WALL I 112101. ®r_! ffNAM i� EME %S N 00 or 000 00 i1 •� i X 6 91='r= SHT A 1.1 UNIT V TRU55 UNIT U ROOF VENTILATION CALCS PER IRC 806.2 (EXCEPTION ALLOWED) ROOF AREA = 839 SF. REQ. VENTILATION = 839 FT /300 = 2.8 S.F. = 4032 SQ. IN. NET AREA REQ.- PROVIDE 3- 2 1/211 RD SCREENED VENTS SCREENED VENTS MIN 1/411 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 11RIDGEMASTER PLUS RIDGE/ HIP VENTS 12 /LIN FT PROVIDE MIN 18 LIN FT 0 RIDGE/ HIP = 216 SQ. IN. ROOF VENTILATION W/1 3FT OF HIGHEST PT OF HIGHEST ATTIC SPACE = 216 SQ.IN. ALL VENTS SPECIFIED MAY BE CHANGED FOR APPROVED EQUAL - - DSL 1-HfR 5EF WALL NO ROOF OPENINGS 41 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 Sr=r= SHT A1.I a UNIT 'A' D5L 1-HfR 5EF WALL NO ROOF OPENINGS 44' MIN EACH SIDE OF SEPARA I ION WALL ROOF PROJECTIONS TO HAVE 1/2" GYP SHEATHING UNDER EAVES FOR MIN 3 FT EACH SIDE OF SEPARATION WALL SEE SHT AI.Ia UNIT 'A' o NOTE - ATTIC VENTILATION FASTENERS FOR TREATED PER IRC SECTION R6062, THE NET FREEVENTAREA WOOD TO BE HOT -DIPPED SHALL BE 1/300 OF THE AREA TO BE VENTED, el -Al �inrii7�n cteir�� �c,� WITH 50% OF REQUIRED VENT AREA TO BE STEEL, SILICONE, BRONZE LOCATED MIN. 3' ABOVE EAVE VENTS. THE OR COPPER BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES DSL 1-HR 5EF WALL NO ROOF OPENINGS 41 M1IN EACH SIiVE OF SEPAR41 ION WALL ROOF PROJECTIONS TO HAVE 1/2" GYP SHEATHING UNDER EAVES FOR MIN 3 FT EACH SIDE OF SEPARATION WALL 0 FOR IE P LIANCI roof ® COM glitch P � 2 Zp16 L� --- - �it ��ILpINO D SM=' SHT A 1.1 a SIME SHT A 1.1 b RECEIVED CITY OF TUKWILA UNIT 'A' UN IT V JUN 1 1205 STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 2E °%, BORING 409.. - 60% BORING IF DOUBLED E LESS OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40'ro, BORING 60�0. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. 144 ROOF FRAMING NOTES: . PERMIT CENTER 1. ALL BEAMS/HEADERS PER STRUCTURAL DWGS/ DETAILS 2. ALL OTHER TRUSSES: SHALL CARRY MANUFACTURERS STAMP. R SHALL HAVE DESIGN DETAILS AND SPEC- IFICATIONS ON SITE FOR FRAME INSPECTION.. SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3, NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPAKI_MENT. it, INIMUM 22"x30" WITH M UNIT TNO S 0 REGISTERED •MARK' f OTERSON STATE OF WASHINGTON i cva: Ta /nin itt_ i IL/�I K/J/JX//IKI I 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. FLAN N04 VTR- 2 TE: ®2-05-2015 �9aauz�a:��u AALL A55EMBL I ES FIRE TEST FIRE TEST ®. TI Ne O TRAT NO. I C Ali IN 65 REPORT # -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 1 EXTERIOR INTERIOR -2x ro FRAMING PER STRUCTURAL -ONE LAYER 5/8" TYPE 'X' GOLD BOND E'XP EXTERIOR SHEATHING APPLIED PARALLEL TO STUDS W113/4" GALV ROOFING NAILS 4" OC AT VERTICAL JNTS < 1" OC AT INTERMEDIATE STUDS t TOP/ BOT PLATE -FG BATT INSULATION ( R- 21) JNTS MAY BE LEFT UNTREATED Q -ONE LAYER 5/8" GWB -SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES 1 HR GA FiLE NO w FINSIH PER OWNER TYP 4 AND LOCATIONS OF PLYWOOD SHEATHING WP 8105 Q EXTERIOR INTERIOR -2x ro FRAMING PER STRUCTURAL ' 3 -FG BATT INSULATION ( R- 21 ) -ONE LAYER 5/8" 1 T X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS Zw W/ rod COATED NAILS, 1 1/8" LONG, ZZ15" SHANK, 1/4" HEADS, 1" OC (Y X _w EXTERIOR 12 -CLASS B COMP ROOFING -1/2" MIN PLYWOOD SHEATHING ' PER PER STRUCTURAL Base layer 5/6"' type X gypsum wallboard or gypsum veneer base ROOF 8d COMMON OR GALVANIZED BOX NAILS SPACED MIN roll OC . 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 (K INTERIOR INTERIOR of 2 x 4 wood etude 16" o.c. on separate plates i" apart with rod 2X VENT BLOCKING- SEE VENT CALCS = Z Coated nails, 1 1/8" long, 0.01315" shank, 1/4" heads, 1" o.c. Joints staggered 16" on opposite sides. Sound tested with 3 i/2'� -TWO LAYER 5/8" TYPE 'X' GOLD BOND E'XP EXTERIOR SHEATHING APPLIED PARALLEL TO STUDS LINTS MAY E LEFT ROOFINGAILS 4" OC AT VERTICAL JNTS 4 1" OC AT INTERMEDIATE STUDS t TOP/ BOT PLATE i HR UBC TABLE -1-C glass fiber insulation stapled to Studs in Stud spaces on one side and with nails for base la er spaced 6" o.c. Horizontal y p 1 WR SEPARATION WALL GA FILE NO WP 3310 5 SASE LAYER INSTALLED LONG DIM. PERPENDICULAR TO SUPPORTS, w/ END ITEM 21-1.1 O bracing required at mid -height. (LOAD -BEARING) LINTS BUTTED OVER SUPPORTS t STAGGERED 24" MIN. PACE LAYER INSTALLED LONG DIM. PERPENDICULAR TO BASE LAYER W/ END JNTS BUTTED OVER SUPPORTS 4 STAGGERED 24" MIN FROM BASE LAYER END JNTS. 1 1/8" MIN TYPE W SCREWS PLACED MAX 12" OC ON INTI1F* EMXTEf5MPPdMMW%P=ED MAX 24" Or - ON END SUPPORTS a BUTT JNTS. FASTEN FACE LAYER TO BASE LAYER W/ MATCH 2 LAYERS GM RjF 1 1/2" TYPE G SCREWS PLACED 2" BACK ON EITHER SIDE Or FACE LAYER END JNTS, 12" OC EXTERIOR EXTERIOR • BEAMS EXTERIOR -EXTERIOR PPER MANS SYSTEM iX w 0 V = WD POST I 1- SEE ARCHITECTURAL FLOOR PLANS E BUILDING SECTIONS FOR ASSEMBLY LOCATIONS d DESIGNATIONS 2- SEE ARCHITECTUAL ELEVATIONS FOR EXTERIOR FINISHES FINISH SYSTEMS TO INCLUDE WEATHER RESISIVE BARRIER BUILDING PAPER/ FELT 15" MIN 3- SEE STRUCTURAL FOR SHEAR WALL SCHEDULES AND DETAILS 4- SEE ASSEMBLY TEST REPORTS FOR ADDITIONAL DETAILED INSTALLATION REQUIREMENTS 5- PROVIDE VAPOR BARRIER ON WARM SIDE WHERE ASSEMBLY EXPOSED TO AMBIENT TEMPERATURE 6- ASSEMBLIES SHALL COMPLY W/ IBC CHAPTER 1 FIRE RESISTANT MATERIALS AND CONSTRUCTION- FIRE BLOCKS/ DRAFT STOPS ETC 1- 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 MANUF ROOF TRUSSES -s 24" OC MAX TOWNHOMES R-49 INSULATION W/ CONT VAPOR BARRIER (WARM SIDE) OPTIONAL VAPOR RET- VAPOR RETARDING PAINT LISTED FOR THIS APPLICATION ALLOWED PARTIAL SECTION NOT TO SCALE VAPOIS PARKER VAPOR BARRIER TO BE LOCATED ON WARM SIDE OF EXTERIOR ASSEMBLY U.N.O. cO p� A SOD �ppRpVeD SAP � 2 2016 • �� �U�i1a C\tq N1S ex\)�n RECEIVED CITY OF TUKWILA JUN 1 1 2015 PERMIT CENTER 6 N 41 L fl � � lu f1L W 0 U x v O E E O 90 REGISTERED I MARK' ll, PtTERSHN 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- %PT -1 52 DATE O2-O5-2015 l ail i I,M 1 1-HfR PARTY WALL NO OPENINGS 10 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 FLOOR F 4'-0" min 2° MIN ROOFING TO BE CLASS 'B' COMPOSITION SHINGLE WITH 15# FELT MIN 5/6" TYPE 'X' GWB to UNDERSIDE OF ROOF SHEATHING SUPPORTED BY 2x BLOCKING 5/8" TYPE 'X' GWB CONT. TO ROOF SHEATHINGS WALL Aser=m5LY 2 SIM SOLID 2X BLOCKING R-4'B INSULATION W/ CONT. VAPOR BARRIER AIR LEAKAGE WSEC (R402.4) (WARM SIDE) I AIR LEAKAGE TESTING TO BE LESS THAN 5 AIR CHANGES/ HR (A)"FARTY-a NALL sr=CTION NTS ( I HR WALL ) SEE WALL ASSEMBLY SHT A4.1 ASSEM15L *1' NOIMS I— SEE ARCHITECTURAL FLOOR PLANS 4 BUILDING SECTIONS FOR ASSEMBLY LOCATIONS 4 DESIGNATIONS 2— SEE ARCHITECTUAL ELEVATIONS FOR EXTERIOR FINISHES FINISH SYSTEMS TO INCLUDE WEATHER RESISIVE BARRIER BUILDING PAPER/ FELT 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 R-30 FLR INSUL INSTALLED 6— ASSEMBLIE5 SHALL COMPLY W/ UBG CHAPTER -1 FIRE RESISTANT TO MAINTAIN PERMANENT MATERIALS AND GONSTRUCTION— FIRE BLOCKS/ DRAFT STOPS ETG CONTACT W/ THE i- AT TUB AND SHOWERS EXTEND TYPE 'X' TO PLATES TO ACHIEVE UNDERSIDE OF SUBFLOOR— REQ. FIRE RATING. USE WR GWB OVER TYPE 'X' LAYERS WHERE REQUIRED SCOUNO CONTROL MOTES I— INTERIOR WALL AND FLOOR / CEILING ASSEMBLIES SEPARATING UNITS SHALL PROVIDE AIRBORNE SOUND INSUL FOR WALLS ASSEMBLIES SHALL HAVE AN STC RATING OF 50 2— PROVIDE AN APPROVED RESILIENT SEALANT AT ALL JOINTS AT THE PERIMETER OF WALL AND FLOOR/ CEIL ASSEMBLIES REQ TO HAVE AIRBORNE AND/ OR IMPACT SOUND INSULATION 3— PROVIDE RESILIENT SLEEVES, MOUNTS, OR UNDERLAYMENT FOR ALL VIBRATION CAUSING CONDUITS, DUCTS, PIPES OR VENTS WITHIN SEPARATING ASSEMBLIES. SEAL ALL PENETRATIONS WITH APPROVED RESILIENT INSULATING MATERIALS 4— DO NOT PLACE ELECTRICAL OUTLET BOXES BACK TO BACK WHERE A I WALLS. S OF S OPPOSITE OUTLET BOXES OCCUR IN OPP TE WALL SUFAGE SEP ARATING NG PLACE BOXES IN SEPARATE STUD BAYS, OR OFFSET MIN 12" IN OPPOSITE WALLS. SEAL BACK OF BOXES W/ RESILIENT SEALANT HVAC CONTROLS WSEC (R403.1) PRIMARY SPACE CONDITIONING SYSTEMS IN EACH DWELLING UNIT REQUIRE A PROGRAMMABLE THERMOSTAT. EACH ADDITIONAL SYSTEM WITHIN A DWELLING UNIT MUST HAVE AN ADJUSTABLE THERMOSTAT. PROGRAMMABLE STAT MUST HAVE A 5-2 SCHEDULE(MIN.) R-13 INSULATION DUGTS WA ASSEMBLY 2 EXHAUST ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. -EXHAUST DUCTS SHALL BE EQUIPPED WITH BACK -DRAFT DAMPERS HEAT DUCT INSULATION- 2012 WSEC (R4032 -INSULATION. SUPPLY AND RETURN DUCTS SHALL BE INSULATED TO A MINIMUM OF R-8. JSTS PER FRAMING PLAN EXCEPTION: DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE. DUCTS LOCATED IN CRAWL SPACE DO NOT QUALIFY FOR THIS EXCEPTION RIM JST W/ BLOCKING DUCTS— 2012 WSEC (40321U —INSTALLATION OF DUCTS IN EXTERIOR WALLS, FLOOR OR CEILINGS DISPLACE REQUIRED INSULATION. —BUILDING CAVITIES CANNOT BE USED AS DUCTS. SOLID 2X BLOCKING —ALL DUCTS MUST BE SEALED WSEC R4032 DUCT TESTING— 2012 WSEC (4032) CONT. BLOCKING —DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE TESTED. DUCT TESTING STANDARDS(EXCEPTIONS): WALL ASSEMBLY 2 DUCT TIGHTNESS IS NOT REQUIRED IF- -THE AIR HANDLER AND ALL DUCTS ARE LOCATED WITHIN R-13 INSULATION CONDITIONED SPACE. JSTS PER FRAMING PLAN RIM JST W/ BLOCKING FDN WALL TO MATCH DBL STUD WALL WIDTH 1— T_ 0 W W_ w .. _ O 1— x lu 2 lu W w O r- 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 a GONG WALL 16 GA STEEL STRAPPING AROUND WATER HEATER HOLD WATER HEATER TIGHT TO GWB 6 BACK FLEXIBLE WATER CONNECTIONS 2X4 LEDGER PRESSURE TREATED 10 CONC WALL 1(o GA STEEL STRAPPING AROUND WATER HEATER FLEXIBLE GAS CONNECTION ANCHOR WH TO BASE - BASE TO FLOOR FIREBLOCK BETWEEN STUDS ALONG AND IN LINE STAIR NOTES: WITH THE RUN OF STAIRS IF THE WALLS UNDER STAIRS ARE UNFINISHED. * STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND CONT. HANDRAIL 34"-38" BOTTOM. ABOVE TREAD NOSING. / �'— * ALL USABLE SPACE UNDER STAIRS REQ'S 1/2" TERMINATE AT NEWELL POST, GYPSUM BOARD. WALL OR SAFETY TERMINALS. , * MAXIMUM RISE TO BE 7-3/4". MIN RISE TO BE 4". * MINIMUM RUN TO BE 10". (RISER OR TREAD MAX DIFFERENTIAL 3/8") * MINIMUM HEAD HEIGHT TO BE 6'-8". i * MINIIMUM STAIR WIDTH TO BE 36". , x * PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF i TREAD NOSING AND MUST EXTEND BEYOND BOTTOM / 34" RISERS = JOISTS PER PLAN TREAD. * PROVIDE GUARD RAILS AT LANDINGS MINIMUM 36" i HIGH W/ CLEAR SPACE 2X12 OR PLYWD. * HANDGRIP PORTION OF HANDRAIL SHALL BE TREADS (GLUE 8 SCREW) TO STRINGERS MTL- FRAMING ANGLES NOT LESS 1 1/4 NOR MORE THAN 2 IN ``' AT EA. STRINGER CROSS SECTIONAL DIM. * NOSING MIN. 3/4" MAX 1-1/4" REQ'D ON 3-2X12 STRINGERS STAIRS WITH SOLID RISER. NOSING NOT REQ'D ON STAIRS WITH TREADS LESS THAN OR EQUAL SURFACE USEABLE SPACE TO 11". BEVELING OF NOSING MAX 1/2". BELOW STAIR W/ 5/8" TYPE * "X" G.W.B. HANDRAILS MUST BE STRONG ENOUGH TO RESIST 200 POUND POINT LOAD IN ANY DURECTION. * HANDRAIL ON OPEN SIDE OF STAIRS MUST NOT 2x4 KICK PLATE ALLOW 4" SPHERE TO PASS THROUGH. EXCEPTION- INTERIOR THE TRIANGLE OPENIINGS FORMED BY THE RISER, TREAD AND BOTTON RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY CANNOT ALLOW A 6" SPERE TO PASS THROUGH. ATTIC VENTILATION PER I.B.C. SECTION 1203 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 ATrICe 12 SPAw= 4 JF!�_�_ 4 MANUF TRUSSES 24"O.C. SEE ROOF FRAMING PLAN R-413 INSULATION �— W/ VAPOR BARRIER UTILITY TYP. INT. WALL (2) 2x4 TOP PLATE 2x4 STUD Q 1(o" O.C. 1/2" GWB 2x4 BOT. PLATE VERIFY LOC OF 2X6 PLUMB WA S 5/8" GWB 6 CLG ROOFING: TO BE CLASS 'B' COMPOSITION SHINGLE WITH 15k FELT MIN SHEATHING TO BE 1/2" 24/0 PLYWOOD 12 FULLY BLOCKED WITH APPROVED CLIPS 14 (CCX WHERE EXPOSED) MIN VERIFY SHEATHING W/ STRUCTURAL DWGS ALL ROOF FLASHINGS TO BE MIN. 26 GAUGE GALVANIZED STEEL. 5/8" GWB CLG 2x SCREENED EAVE VENT BLOCKS W/(3) 11/2" HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE MVIWOM TO ENSURE I" MIN. AIR SPACE. NO SCALE INS v KITCHENBEDROOM ROOM TYPICAL EXTERIOR WALL: PROVIDE HARDIE SOFFIT FLOOR CONSTRUCTION .._._.___ (2)2x O PATES �� 2x6 STUDS O.G. BOARD CEDAR MILL W/ MIN (2)-12 WIDE VENTED �� 3/4 T4G PLYWOOD SUB-FLR. GLUED NAILED TO JSTS. 2x6 BOTTOM PLATE 1/2" SHT'G (APA RATED 24/0) HARDIE SOFFIT BOARD TYP (SEE FRAMING PLAN FORAIR BARRIER R'�SIZE AND SPACING)EXTERIOR SIDING PER ELEV.A�_._� .......(WARM SIDE) . . sUSE D01 1/2" TYPE "X" GWB ON ALL PROVIDE CONT 2 �� WARM AND STRUCTURAL WALLS. "X" VENTS '� SOFFITCEILINGS. (1) LAYERS 5/8" TYPE ONSCREENED WRAPALL EXPOSED POSTS AND BEAMS IN 1/2" TYPE 20 GA GALV FLASHING BEAMS/ HEADERS PER "X" GWB OVER R-10 RIGID STRUCTURAL TYP. -1' HI YPRAGE INSULATION TYP m ....... ' 6�+t EXTERIOR WALLSt R-7 = 'r" }- ..._�_._.. t. BOXED FRAME FOR RIGID INSULATION 24" - sir I ;;r`'vti`iLA TRIM -NON STRUCTURAL T 4CONC. SLAB W/ 6 " MIL. VAPOR MIN BELOW GRADE OR BARRIER OVER 4" COMPACT TO TOP OF FOOTING, DEC 0 3 2015 SAND AND GRAVEL BASE. WHICHEVER IS LESSt :. . . ........ ...........__ ... .... _............. - ... ........ ........_ .. .....___.............. _. ........ ..........__................._...............- ........._...... ._... _ .. . SLOPE MIN 3" TO GARAGE DOOR . ........ ._.._. PAINT :AI TOM ATCH GRADE BLDG COLOR PERMIT CANTER (D R Pu O OXYAJJHEN EXPOSED . LZ J WP MEMBRANE FDN RUN 24" MIN BELOW TOP OF SLAB WALL 4 FDN DRAIN SEE STRUCTURAL DWGS r 5' J I I (N/„ /�' (O� 11 J� II A SEE STRUCTURAL DWGS im/ iamm �/ V NOTE- 1/4 " = 1'-0" AT PATIOS 4 WALKWAYS 4" GONG. SLAB ON COMPACT FILL W/THK'D EDGES. PROVIDE *4x18" REBAR DOWELS SLAB TO NOTE FNDN WALL TO PREVENT SETTLEMENT. SEE FLOOR PLANS FOR RATED WALL LOCATIONS AND RATED ASSEMBL ILS Qj 10/13/2015 LAN 15-0140 COMMENTS / NHOMES 6 r DC � w z~ roV V v 6 L E E O 7'90 REGISTERED AR I CT ARK P TERSON STATE OF WASHINGTON EXP: 09/30/16 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. KM Na MPTH-152 DATA 02-05-2015 Stone Vend Stone 5111 £ Sea lent 4 E Thin Veneer Cut to Fit Moisture B, Drainage 1" Mortar Scri Mortar Seta Ga Ivanized 1�ENEE YVt7lIt JAMS Moisture Barrier -- Drainage Mat-- - Mortar Scratch Coat — Mortar Setting Bed — Galvanized Metal Lath Thin Set Veneer Tooled Mortar Joint — Weep Screed Rigid Insulation 4" Mtn e Grade Finish Grade—\ Drainage Mat 4 Waterproofing - Moisture Assembly no Flashing Siding po yh Opening Elevatior Sill Below Flashing Trim sembly Il Assembly Sloped e -15' Min. Angle 811 Moisture Drainage Mortar Sc Mortar Se Ga Ivan(ze Thin Set Tooled h VENEER MATERIAL CHANSE Sealant 4 Backer R Industrial Adhesive Sloped Finish Floor 15' Min. A511 Galvintz— — — — — — — - 14 GA. °it ° a Floor 6v1ab per,fitruet: Moisture ° ° a d Drainage Mat w/ Facer Mortar Scratch Coat a' ,e .. .AI I a I I Mortar Setting Bed .. ° d d ICI 9. Galvanized Metal Lath ° • I.I Foundation ' ° 1. �° ' e per Struct. d. Thin Set Veneer e I A 4 Tooled Mortar Jot' * A pre -construction inspection/meeting shall be required prior to commencing with the siding installation. The building inspector shall observe conditions and make any recommendations pertaining to the siding installation and shall discuss the requirements for the special inspections. * Special inspections shall be required by_a third party inspector. The third party inspector shall observe the siding flashing sealant installation methods and procedures, including any other applications relative to the siding installation to provide a means of quality control and assuring the building is Wall Assembly provided with an effective weather -resistant exterior wall envelope. (IBC 1403.2, 1705.15 & EBH1848, WAC) * A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the third party inspection agency and shall Solid Blocking be submitted to the Building Official prior -to and as a condition per Struct. of final inspection approval Mortar Bed StMIRAL BUIL IN& PAPER NOTES *SEAL ALL TYVEK® JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). FASTEN TYVEK® TO SHEATHING WITH LAME HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADB.(ex. DUPONT WRAPCAPS) •LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. WINDOW WITH INTEGRAL MOUNTING FLANGE Window Assembly Sill Flashing MINIMALLY EXPANDING POLYURETHANE FOAM OR Sealant APPROVED CAULK (AROUND WINDOW RSO)— WRAP TYVEK INTO OPENING (JAMBS 4 SILL) Window Trim 4 TAPE (ESP. a CORNERS) USING TYVEK FLEXWRAP - Wall Assembly FASTEN TYVEK FLEXWRAP CORNER USING MECHANICAL FASTI INSTALL TYVEKFLEXWRAP AROUND PERIMETER OF OPENING NTS 1lINEEIR 15ASE VENEER W40104 SILL THIN ST VENEER DETAILS NTS BOTTOM CORD OR TRUSS BLOCKING BETWEEN BOTTOM CORDS SIMPSON HTG4 ROOF TRUSS CLIP. v v v 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 PARALLEL TO TRUSS MINIMALLY EXPANDING POLYURETHANE FOAM OR APPROVED CAULK (AROUND WINDOW RSO)— WINDOW WITH INTEGRAL MOUNTING FLANGE NTS PROVIDE WOOD BLOCKING 4 MIN EXPANDING POLYURETHANE FOAM OR APPROVED CAULKING AROUND PENETRATION — TYPICAL WALL WOOD SIDING TYVEK® HOMEWRAP® SHEATHING PER STRUCT. 2"x6" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD TYPICAL WALL WOOD SIDING TYVEK® HOMEWRAP® SHEATHING PER STRUCT. 2"x6" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD INSTALL TYVEK FLEXWRAP OVER MOUNTING FLANGE. LAP TYVEK 4 TAPE JOINTS. TYPICAL WALL �— WOOD SIDING TYVEK® HOMEWRAP® SHEATHING PER STRUCT. 2"x&" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD PENETRATION —(ex. EXHAUST VENT) • ♦ .. jai l .� ' U FLANGE (SEALED TO PENETRATION) SEAL/`TAPE TYVEK TO FLANGE (USE TYVEK FLEXWRAP FOR LAi SE OPENINGS) T 10N `iIl FLOOR GYPSUM BOAS WOOD JOIST: TONGUE 4 GP PLYWOOD Sl, STAPLE VAP RETARDER BETWEEN JOI TO UNDERSIC SHEATHING NTS CANTILEVERED FLOOR WD SOFFIT BOARD TYVEK® HOMEWRAP® SHEATHING PER STRUCTURAL JOISTS PER STRUCTURAL R30 BATT INSULATION (MINIMUM) T 4 G PLYWOOD SUB -FLOOR -- LAP AND TAPE TYVEK® AT JOINTS (UPPER SHEET OVER LOWER SHEET) t'y / TYPICAL WALL STAPLE VAPOR RETARDER BETWEEN JOISTS AND TO UNDERSIDE OF FLOOR SHEATHING NTS EXTEND TYVEK® HEADWRA AT TOP PLATE OVER SHEATHING R-38 ROOF INSULA ABOVE EXTERIOR CAULK AIR BARRIf CEILING) TO TYVEk �01m�10L FLOOR FINISH FLR PER OWNER CONC.SLAB VAPOR BARRIER—i ANCHOR BOLT NTS NTS III TYPICAL WALL WOOD SIDING TYVEK® HOMEWRAP® SHEATHING PER STRUCT. 2"x&" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD LAP & TAPE TYVEK O AT JOINTS (UPPER SHEET OVER LOWER SHEET) BATT INSULATION TYPICAL WALL WOOD SIDING TYVEK® HOMEWRAP® SHEATHING PER STRUCT. 211x6" WOOD STUDS w/ R-21 BATT INSULATION VAPOR RETARDER GYPSUM BOARD LAP 6-14 TAPE TYVEK® TO TYVEK® FROM EXPOSED FLOOR INSECT SCREEN ROOFING SHINGLES MEMBRANE TYPE EAVE PROTECTION PLYWOOD SHEATHING PER STRUCT. PRE-ENGINEERED RAISED HEEL WOOD TRUSSES R-36 INSULATION AIR 4 VAPOR RETARDER GYPSUM BOARD TYPICAL WALL FRE WOOD SIDING TYVEK® HOMEWRAP® SHEATHING PER STRUCT. C w/ R-2 WOOD ttSINSULATION VAPOR RETARDER GYPSUM BOARD l�t� t�tM ( ila1 tu_DINIS TYPICAL WALL WOOD SiDING TYVEK® HOMEWRAP® SHEATHING PER STRUCT. 2"x&" WOOD STUDS INSULATION VAPOR RETARDERRECEIVED GYPSUM BOARD CITY OF TUKWILA SILL GASKET ~ JUN 1 12015 X CAULK TYVEK® TO CONCRETE FOUNDATION WALL PERMIT CENTER INSECT SCREEN 20 GA GALV FLASHING OVER R-10 RIGID INSULATION TYP Q EXTERIOR WALLS, RIGID INSULATION 24" MIN BELOW GRADE OR TO TOP OF FOOTING, WHICHEVER IS LESSt PAINT TO `1 MATCH BLDG COLOR . d . (DUROPDXY)WHEN EXPOSED PARGING 4 DRAINAGE LAYER CONCRETE FOUNDATION WALL RIO RIGID INSULATION VAPOR RETARDER 6 N lu I1L lu a O v 390 MARK ll. PI!TERSHN STATE OF WASHINGTON EXP: r'd9/30/16 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. FLAN NO: M5TR— 152 DATE� 02-05-2015 r_zENERAL STRUCTURAL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (iBC), 2012 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD DEAD LOAD FLOOR LIVE LOAD DEAD LOAD 25 PSF (SNOW) 15 PSF 40 PSF (RESIDENTIAL) 12 PSF WIND BASK WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY 11, EXPOSURE B, K� = 138 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Ss = 1.49 (LAT. = 41BO*, LONG. = 12227) Soe=039,1e=1.0,R=6.5 C6 = 0.152 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SHOP DRAWINGS: IF THE FABRICATOR'S SHOP DRAWINGS DIFFER IN DESIGN OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED iN THE STATE OF WASHINGTON. SEAL AND SIGNATURE TO BE AFFIXED PRIOR TO SUBMISSION OF DRAWINGS FOR REVIEW BY THE ARCHITECT. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWiNGS BEFORE SUBMITTAL TO ACHITECT. ALLOW TWO (2) WEEKS FOR REVIEW. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 2,5W PSF BEARING CAPACITY. REFERENCE GEOTECHINAL REPORT BY STANTEC CONSULTING SERVISES DATED NOVEMBER 1% 2014. BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE. 5AC0ILL 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 = 30W PSI WITH 5.5 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 41i2% f15% BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS I1/2" ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS iN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED iN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS PROTECTION 11,2II 11/2" (S AND SMALLER) 2" ft AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS 0K OR BETTER POSTS HF 2 OR BETTER 2x FRAMING HF52 OR BETTER ALL 2x TIMBER SHALL BE KiLN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WiTH AWPA M4. MAINTAIN MINIMUM b" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.135. 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 A190.1, 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 WEYER14AEUSER 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 (PSL): PARALLEL STRAND LUMBER (PSL) TO BE BY TRUSS JOIST WEYERHAEUSER (PARALLAM) OR APPROVED EQUIVALENT (Fb = 2,WO PSI, E = 2.0 x 106 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH iN ESR-1381. BEARING LENGTH SHALL NOT BE LESS THAN P/a ". DO NOT CUT OR NOTCH BEAMS WiT14OUT PRiOR APPROVAL OR EISINEER. HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER. LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYER-IAEUSER (MICROLAM - Fb = 4600 PSI, E = W0000 PSU MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO'THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO.08615-R BEARING LENGTH SHALL NOT BE LESS THAN 1112 ". DO NOT CUT OR NOTCH BEAMS WiTHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS V-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WiTH Ibd 6 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH l6d 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 -s 6" OC. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAiLS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SiMPSON' MSTA24 CONNECTOR URO. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMiNGG MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS UNA. APPLY 5i4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" 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 Sd COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WiTH ANSI/TPi 1-2001. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHiNGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED iN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SMALL BEAR THE QUALITY CONTROL STAMP, MANIFACTURER'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 DRAWiRGS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTEF44ATIONAL 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 BUiLDIiG AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PEF41ANENT 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 WiT14OUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER. 5NEAi2 WALL SCHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) ',z" CDX Sd 6 6" O.C. 5i8" 6 60" O.C. Qa l l = 230 PLF OR 055 viz" CDX ad a 4" O.C. 5/8" 10 32" O.C. Qall = 350 PLF OR 085 'i2" CDX Sd a 3" O.C. 5/8" s 16" O.C. Qall = 450 PLF OR 055 USE 3x STUDS AT ABUTTING PANEL EDGES S STAGGER NAiLS '/2" CDX 8d 6 2" O.C. 11/8" 6 i(o" O.C. Qa II = 600 PLF OR 055 USE 3x STUDS AT AL PANEL EDGES STAGGER NAILS NOTE 1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WiT RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 23043.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A153. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. RE��FOR 9— CID JDE�OMPLIAN�E APPROVED � SEP 12 Z016 � YtjlkO1a 01W iVISIpN j3urcvrN� 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 2308.12.8 AND OF HOT -DIPPED RECEIVED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WiTH ASTM A153. CITY OF TUKWILA 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 4Mo FOR WiND DESIGN IN JUN 1 1 2015 ACCORDANCE WITH IBC SECTION 23063. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 0 12" O.C. STAGGER Ep, PERMIT CENTER {r x��`" wu H� COf=YRIGHT 2015,. ENGINEER5 a� w m 0 0 11 9 JOB 15 - 014 UNIT ICI e r TRUSS m 24" O.G. •� X X •r .r TZ — OSC2 - SEAM TO C tOP PLAN (TYR EAC14 END) FF 12 IIvs TJI 210 6 IV' O.C. } J r"to X al 2 P 13/4xlh/9LVL -i r (FLUSH) _ 12 LSTA30 -MR t SILL /13 t0 3x BLOf�CAJCx.(TYP. 2 PLACES)LVL 't 4XI0 (FLUSH) Ilya TJI 210,0 16" O.C. SW IS x 1 STRONG -WALL M SEE SPIPO N PR011W CGUIDE o FOR PORTAL MTALLATION. (TYP. OF 2) 0 N X@ N 4x12 — 10 � Ilya TJI 210,0 16" O.G. 51/2 x 12 GLIB — m N X� l IN O N X 4XIO . a UNIT IAI � ll, e�eo vP Ge SS g 24" O.C. C _I XI •r 13/4 1111a LVL (FLUSH) I j ! ,i II1/a TJI 2106 16" O.C. i I I ! I I XI 13/4xllvaLYL (FLUSH) /NXLVL (FLUSH) Alf IIya TJI 2106 16" O.C. 10 4x12 .0 I �— o-- — &MM x 1 STRONG -WALL SB SEE SI"M PRODUG"t GWDE -a FOR PORTAL MSTALLATION. tL (TYP. OF 2) e� III/8 TJI 210 0 16" O.C. 2x12PTHF2 o DBL JOIST n_ i R I UNIT IAI �e�e �oPe �+ Q�y � e TRUSS g 14" O.C. C I' XI I •r 13/4 Ilya LVL _ (FLUSH) I I i Ilys TJI 210 6 I6" O.C. i I 3 ko me =II® 1 ll UNIT IAI R UN1T I5I 1 TRUSS �, O.C. tf XIf - -- 13/4 111/6 Lk (FLUSH) Ilya TJI 210 16" O.C.\ ! 6 lei 40. XI XI 13/4xllyaLYL P/4XIIyaLVL r (FLUSH) (FLUSH) I! � I I x L I i ! I `� I I I I —13/4x11yaLVL 13/4XIIi/.LVLJ (FLUSH) (FLUSH) I i! I � I l i Ilya TJI 2106 16" O.G. Ilya TJI 210 9 16" O.C. 11 — 4x12 — 4x12 I� �— — SWSI318 x 1 SIR242-W ALL S6. 81MM x 1 STRONG -WALL. SB - -- - -�— SLE MOWNt�oDucr GUIDE SEE MOWN PRovucT GuroE )�� FOR PORTAL Q&TALLATION. FOR PORTAL. INSTALLATION. -a a (TYP. OF 2) (TYP, OF 2) 0 �� +ff8� X X +� all 111/a TJI 210 a 16" O.C. Ilya TJI 210 9 I6" O.G. 14 2x12PTHF2 2x12PT42 31/2xlly9LVL �— 31/2 x 111/8 LVL — I 31/2xlly8LVL DBL JOIST 5 „9 ,°'� 6DBL JOIST SECOND FLOOR FRAMING PLAN LSTA30 -14DR 4 SILL TO 3x BLOCKING. ITYP. 2 PLACES) 12 IIyaTJI 210gIV' O.G. II ! 1 i I 5 14 x 111/8 LVL FLUSH) ., :3 � L I �I rr ! I X i I �v M i i i I � T i J/4 x IN, LVL FLUSH) r� °D w W p to e� o co ■pfB01 °� t�i e , bx p � a v 1 q � vcia � N LSTA24 - BEAM To TOP PLATE �--- SWsert x 1 STRONG-WAI.L Sa SLR SHPSON PIRW= CANDE i FOR PORTAL NSTALLATION. (TYP OF s) � LL 4 x 12 �— --� .� c y �Im e�w I a i + ® LL I �m Pi X I -Z $— �v � Ilya TJI 210 9 l6" O.G.(S1M)V'ED OF, 1 ^ � �Us compL1ILL p,�1� b I 2 x 12 PT W2 N. i D IAI � DBL JOIST r D1 IF Lu GIW Of -Tukwila O� lvlSi 31/2 x Ilya LVL — ..� '�'0r gU,LDjt4G 0 -'S'o .I RFrFIVED ROOF FRAMING PLAN 1 /4"=1'-0" �V1co,p�1ANC�' i APp0,a4-p SAP 12 201E -�&\ 1la ! C��Y �� �G DivlSko'' su�LDi I. SEE ARCHITECTURAL FOR ITEMS AND DIMEN6ION5 NOT SHOWN, 2. SEE SHEET SID FOR GENERAL STRUCTURAL NOTES. 3. ALL HEADERS (HDR) TO BE 4x& DF 02 UNLE55 NOTED OTHERWISE. 4. ALL BEARING WALLS TO BE 2x6 HF2 -m Ib" O.C. UNLE55 NOTED OTHERWISE. 5. ALL OTHER TRUSSES: SHALL CARRY MANUFACTURER'5 STAMP. SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAMING INSPECTION. s SHALL BE INSTALLED AND BRACED PER DECEIVED MANUFACTURER'S SPECIFICATIONS. CITY OF TUKWILA 6. NO TRU55 SHALL BE FIELD -MODIFIED WITHOUT J U N 1 1 2015 PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT, PERMIT CENTER X INDICATES SHEAR WALL. SEE SCHEDULE ON SHEET 51.0 FOR SHEATHING AND NAILING. RIGHT 2015, &EGA ENGINEERS Pic o DRIP EDGE 6' OVERLAP FLASHING _FLASHING START COURSE INVERTED SHINGLES DOUBL RAFTE NECEE FOURTH COURSE (FULL SHINGLE — THIRD COURSE (CUT OFF II 1/4") SECOND COURSE (CUT OFF 5 1/2") OVERLAP PAPER 12" SCALE: N.T.S. !1 ROOF TO WALL � scnLe; N.T.S. EXTEND FLASHING 3" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER FLASHING AT INSIDE CORNS VALLEY UNDERLAYMENT OVERLAP FLASHING 6 0 6" END / LAP / FIRST COURSE (FULL SHINGLE) PLACE FABRIC REINFORCED FLASHING BEHIND RAFTER LEAVE 1 1/2" GAP BETWEEN FASCIA AND WALL / / / / / / / / LOCATE THE UPPER SHINGLES / 3" FROM THE CENTER LINE OF / THE VALLEY FLASHING ON EACH / SIDE. THE LOWER END SHALL DIVERGE FROM EACH OTHER / 1/8" PER FOOT / / / / / / STARTER COURSE (INVERTED SHINGLE) EXTEND FLASHING 3" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER STEP FLASHING CI I ��� i ,�2'; OVERLAP EXTEND ROOF PAPER UP THE SIDE OF WALL A MINIMUM OF 6" !1 STEP FLASHING 6 SCALE: N.T.S. EXTEND FLASHING 3" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER nI HORIZONTAL WALL TO ROOF FLASHING OVER CORNER FLASHING PLACE STEP FLASHING UNDER INSIDE CORNER INSIDE CO SIT ROOF. SCALE: N.T.S. EXTEND ROOF PAPER UP THE SIDE OF THE WALL 6" MINIMUM 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 l �� �� THROUGH ROOF \\�� MUST FALL OVER rr r'r TRUSSES INSTALL \PREFORMED 24" MIN. FROM FLOW LINE FLASHING FLANGE rr „ PER ROOFING MANUFACTURER � Y NAIL NEAR TOP EDGE ABOVE PREVIOUS FLASHING EXTEND ROOF PAPER UP THE SIDE OF THE WALL 6" MINIMUM FLASHING AT OUTSIDE CORNER ALL PENETRATIONS TO BE MIN. OF 12" IN ALL DIRECTIONS FROM OTHER PENETRATIONS TO ALLOW FOR PROPER ROOF APPLICATION - . • k I - • • SCALE: N.T.S. STEP FLASHING STEP FLASHING WITH INTEGRAL DIVERTER 45 DEGEE BEND TO DIVERT WATER ONTO ROOFING FASCIA ROOF DIVERTER 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 ROOF mn 1/2 X 2 CEDAR OR P.T. AT 14" O.C. OVER PAPER EXTEND BL PAPER TO OF CHIMNE' BEHIND ALI PREFABRICATED CHIMNEY TOP /1 CHIMNEY TOP �J 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 ROOF TO WALL AT RAKE SCALE: N.T.S. SIDING EXTEND ROOF PAPER ' UP THE SIDE OF THE WALL I BUILDING PAPER 41, MINIMUM I OVER FLASHING � I n, i gM FLASHING AT OUTSIDE CORNER PLACE STEP FLASHING UNDER OUTSIDE CORNER EXTEND ROOF PAPER UP THE SIDE OF WALL V MINIMUM 12 OUTSIDE CORINIER SCALE: N.T.S. THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS. FLASHING AS SHOWN OR AS SPECIFIED BY ROOFING MANUFACTURER ROOF TO WALL SCALE: N.T.S. SCALE: N.T.S. w0 o �' v w rl-. N O >5: Nr lGi.! UJ N 02:zo I� < 00 QF- U� -904 J I-- Q Ln a` ac cA � O N fA e j i— O L n Qo �El UJN zU NUJ z- �o N� OX Oz OQ TQ FLASHING AT' OUTSIDE CORNER RAKE BOARD DIVERTER FLASHING 45 DEGEE BEND TO DIVERT WATER ONTO ROOFING EXTEND ROOFING TO COVER BARGE BOARD !1 ROOF DIVERTER I I LU 1 scnLe; N.T.S. BUILDING PAPER INSTALLATION - SCALE: N.T.S. JUN 11 2015 PERMIT CENTER GENERAL NOTES: I) ALL WOOD IN CONTACT WITH ANY SURFACE T T WILL P1107ECAY, I.E._CONCRETE OOF , ETC. LL BE TREATED. 2) METAL FLASHING (Z-FLASHING) TO BE INSTALLED AT ALL HORIZONTAL RUNNING WOOD INCLUD NG MOUNTING BLOCKS FOR LIGHTS, HOES BIBS, BELLY BANDS,WINDOWS 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 0 TARGET FLASHING SHALL BE FABRIC REINFORCED OR A POLY MATERIAL INSTALLED AT ALL THROUGH -WALL PENETRATIONS. 1) METAL FLASHING SHALL BE 26 GA. MINIMUM UNLESS NOTED OTHERWISE. 8) ENCLOSURE SUBSYSTEMS NOT COVERED IN THESE DETAILS ARE SUBJECT TO MANUFACTURERS INSTALLATION SPECIFICATIONS. DRAWN B.R.M. DATE : II/12/2012 SCALE AS NOTED SHEET OF SO I SHEETS SURE FLASH - METHOD "B" PLUS 220915 — 9" ADHESIVE FLASHING AT SILL AND HEAD OR 220930 — 9" ADHESIVE FLASHING FOR PENETRATION SEAL 210315 — 3" FLANGE EXTENSION AT INSIDE HEAD FLANGE 200900 — 9" SURE FLASH WRAP FOR JAMB 330250 — 2" MESH TAPE OVER FLANGE AT JAMB OR 330350 — 3" MESH TAPE FOR PENETRATION SEAL 9" ADHESIVE SEAL — OVER FLANGE AT HEAD 2" OR 3" SF MEE OVER FLANGE A FLASH WRAP AT 3" FLANGE EXTENSION UNDER FLANGE AT HEAD SURE FLASH COMPONENTS WINDOW INSTALLATION PROCEDURE SCALE: N.T.S. AT DECK AREAS. LAP DOOR PAN OVER DECK TO WALL FLASHING STEP I 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 9" WIDE MOISTOP OR EQUIVALENT BUILDING PAPER AT HEAD JAMBS AND SILL. OVERLAP AS SHOWN ONE PIECE GALVANIZED DOOR PAN. DO NOT PIERCE FLASHING INSTALL CONT. BEAD OF CAULK TO DOOR PAN PRIOR TO SETTING DOOR 2 1/2" INSTALL A CONT. BEAD OF CAULK UNDER BUILDING PAPER —i STEP 2 STEP 3 PLACE WOOD BLOCK OVER BUILDING PAPER. EXTEND PAPER 6" BEYOND BLOCK ON ALL SIDES PLACE VINYL BLOCK OVER BUILDING PAPER. EXTEND PAPER 6" BEYOND BLOCK ON ALL SIDES MANUFACTURED VINYL BLOCK SCALE: N.T.S. INSTALL ANODIZED ALUMINUM. GALVANIZED OR ENAMELED STEEL DRIP FLASHING OVER ALL WOOD BLOCKS — LAP NEXT COURSE OF PAPER OVER FLASHING AND DOWN SIDES OF BLOCK _ TUCK BUILDING PAPER UP UNDER PAPER PLACED UNDER WOOD BLOCK WOOD BLOCK IN; FL INSTALL WOOD TRIM AND/OR BRICK MOLD STEP FILL GAP BETWEEN JAMB AND TRIM WITH CAULK CAULK BEAD UNDER TRIM — STEP 4 FLASHING AND DOWN OVER VENT r SCALE: N.T.S. STEP 2 INSTALL ENAMELED OR GALVANIZED STEEL DRIP FLASHINGS TOP OF FLASHING AT 105 DEGREES — Q DRIP INSTALL FLANGE EXTENSION AT INSIDE OF WINDOW HEAD FLANGE STEP 3 EXTEND BUILDING PAPER OVER METAL FLASHING INSTALL MOISTOP OR EQUIVALENT BUILDING PAPER WEATHERBOARD FASHION STARTING FROM THE BOTTOM STEP 5 STEP 6 I" TOP OF FLASHING AT 105 DEGREES 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) NOTCH BUILDING WRAP AROUND WINDOW OPENING .L WINDOW. JAMB MESH I N HEADER ADHESIVE v F CIERECOmp1.1P� CODE AppRCvEt) S�� 12 2p16 oi. 0 \Nl\a al C D`NG p�vls� MEE IN NOTE: BUILDING WRAP OR W.R.B. WILL COVER/OVERLAP HEAD FLASHING GENERAL NOTES: w t� (� ul > z oc <r m ate- c- w� w� �N U� ^inn Ln a- �c� �O N IDS; t-o ",.fin z Nw wN z'„ ,30 ci a oz oQ 2Q cA <C - w 0- u— DRAWN B.R.M. DATE 11/12/2O12 SCALE AS NOTED SHEET 2 OF 4O 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 I! T� FA sm SCALE: K.T.S. DECK CUA I IN( DRIP MTL. FLASHING ROUTER EDGE OF S TO DEPTH OF FLASI 19 t BITUTHENE FACE OF BEAM OR JOIST 2X FASCIA TOP MUST BE FLUSH IIIITI4 TOP OF BEAM NAILER II I-InR, PE(2 STRUCTURAL NAIL FLASHING ABOVE WINDOW FLANGE FLASHING PAPER FACE WRAP ONLY 1/4" CONT. SHIM NOTE: (TYP.) WRAP BEAM WITH 5/8" TYPE "X" G.W.B. OR AS REQUIRED FOR I -HOUR CONSTRUCTION ASSEMBLY DECK BEA&A D 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 SCALE: N.T.S. INTERIOR FLOOR o 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 FOL In IN FLASHING 2. FOLD DRIP UP TO CREATE UPTURNED END DAM FLASHING 26 GA. 3. VERTICAL EDGE HEMMED BACK AND HELD 1/8" OFF FACE OF CASING SURFACE OF SIDING TO BE APPLIED LATER FFO_LDED HEAD FLASHING WINDOW/DOOR HEAD FLASHING SCALE: N.T.S. DOOR OPENING SIDE DAMS METAL FLASHING I FRONT DAMS > 4" SLOPE WITH DECK BACK DAMS PATIO/BALCONY THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBS T I T UE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS. HEAD JAMB SILL 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 WAI TYPE RIM JOIST BLOCKING UNDER JOINT BETWEEN SIlBFl00(i? ANn �II I SCALE: N.T.S. i (B.) CORNER FLASHING II i __ PAN A. G.I. jll I -- ------ FLASHING III .;_.�-•r-e-�-"t't'•�� - ; - � l I ELAST. ON 1":- FLASHING i i�i i i'-•� ��� �I i i i i �� �� �� - - - - - - II ---------, : <;:: CARPET N X � PAD GYPCRETE 4" MIN. �; FIN. FLOOR II I SUBFLOOR - --------------� IX4 BLOCKING TYP. FLOOR CONST. (A.) 4X4 G.I. VARIES WITH TYPE WALL FLASHING --]OF DOOR SILL/ THRESHOLD DECKING PER PLAN III A I I =IkIICU=r. VGV i IV I� to tn&.1 I- 111117i1G%-i SCALE: N.T.S. ADD SHIM AND SCREW JAMB TO FRAMING BEHIND HINGES OF HEAVY DOORS CASING ATTACHED FIRMLY TO FRAMING RABBITED JAMB SIRED TO WIDTHE OF WALL (FRAMING. SHEATHING, INTERIOR FINISH) EDGE OF SILL BELOW z ON voR �tViG� p�;iP'�C Gib of-TuicWila �N gt)1LD1iaG �IvIS RECEIVE© CITY OF TUKWILA► J U N 1 1 2015 PERMIT CENTER GENERAL NOTES: U ALL WOOD IN CONTACT WITH ANY SURFACE THAT WILL PROMOTE DE Y, 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. BANDS,WINDOWS AND DOORS ETC. 3) DEIOIATIONS FROM THESE DETAILS WILL 1:0' BE EXCEPTED WI? HOUT PRIOR APPROOOAL. 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. 1) METAL FLASHING SHALL BE 26 GA. MINIMUM UNLESS NOTED OTHERWISE. 8) ENCLOSURE SUBSYSTEMS NOT COVERED IN THESE DETAILS ARE SUBJECT TO MANUFACTURERS INSTALLATION SPECIFICATIONS. LLI cL ON JLuO LLI U I- cl } z re cA r <r � � 0- wN 0 w( �ci �z IF-d 04 za OB icy J w f' Ll Ln Ln a- �� c0 00 11- O cv� " N Op - in z v cv LLI z'; OX Oz OD T<C co <C - LLI iL IL DRAWN : B.R.M. DATE 11/12/2012 SCALE : AS NOTED SHEET 3 OF SHEETS EXTEND BUILDING PAPER OVER METAL FLASHING INSTALL GALVANIZED OR ENAMELED STEEL DRIP FLASHIN OVER G BELLY BAND SLIP BUILDING PAPER UP UNDER PAPER TO PLACE BUILDING PAPER ON BOTTOM OF BELLY WALL PRIOR TO INSTALLING BAN© ALL HORIZONTAL TRIM INSTALL MOISTOP OR EQUIVALENT BUILDING PAPER WEATHERBOARD FASHION STARTING FROM THE BOTTOM � LEL DETAIL BALE: N.T.S. PLACE BE CAULK BE INSTALLINC FLASHING BEVELED SLOPED C SKIRT TRIP PAPER SPLIT FOR CLARITY SEALANT BEVELED OR SLOPED CAP SKIRT TRIM — BASE-, STEP 2 OUTSIDE CORNER BELLY BAND SCALE: N.T.S. L. I'• TOP OF FLASHING AT 105 DEGREES DRIP FLASHING PROFILE SCALE: N.T.S. BEVELED OR SLOPED CAP SKIRT TRIM - PAPER SPLIT FOR CLARITY SEALANT BEVELED OR SLOPED CAP SKIRT TRIM - 50% OVERLAP AT ALL HORIZONTAL JOINTS (DOUBLE LAYER) LAP BUILDING PAPER OVER FLASHING —� jaicr z PLACE BE CAULK BE INSTALLINC FLASHING BELLY BAND INSIDE CORNER 5il tril STEP 2 OUTSIDE CORNER PLACE BEAD OF CAULK BEFORE �- WALL (rt1111111� il� IIIIIIi�; -_WALL ---� BELLY BAND - SCALE: N.T.S. LAP FLASHING 6 6" MINIMUM METAL FLASHING SET FLASHING LAP IN BED OF SEALANT - !� FLASHING LAP � acme: N.T.S. THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS. PLACE BEAD OF CAULK BEFORE,, INSTALLING FLASHING sTEP I BELLY BAN STEP 2 INSIDE CORNER BEAD OF SEALANT FOR OVERLAPPING BUILDING WRAP 110 DEGREE BEND r SCALE: N.T.S. BEAD OF SEALANT METAL COMPRESSION FLASHING (DO NOT OVER COMPRESS) TRIM BOARD EXTEND TARGET FLASHING 4" ABOVE METAL FLASHING C TRIM RD GET THING R. p �09 ppt� �PpO�Ep SEP 12 241fi p`ty -�ukW►1� 1 v�LpING D�%�i© RECEIVED CITY OF TUKWILA JUN 1 1 2015 PERMIT CENTER GENERAL NOTES: U ALL WOOD IN CONTACT WITH ANY SURFACE THAT WILL PR' MOTE ACAY, I.E. C11CRETIJ1,1000rFill, ETC. HALL BE TREATED. 2) METAL FLASHING (Z-FLASHING) TO BE INSTALLED AT ALL HORIZONTAL RUNNING WOOD INCLUDING MOUNTING BLOCKS FOR LIGHTS, HOES BIBS, BELLY BANDS,WINDOWS 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 cL -4 HJ HJ W _U > Nf z w �[ cr 00 W� Waco Icy �z 00 zo 0=_3 "9cv Ln Ln C4 vL oQ ND wN zU NW z �o N� OX Oz pQ 2<( d) = W [L IL DRAWN B.R.M. DATE : 11/12/2O12 SCALE AS NOTED SHEET I OF SO SHEETS DECK SHEATHING BACK ELEVATION SCALE: 1/4' - 1'-0' EXTERIOR WALL DECK SHEATHING MOISTOP OR EQUIVALENT BUILDING PAPER (12" C ABOVE,--"' EQUIV LEr BUILDING FLASHING) PAPER (12" ABOVE FLASHING) MOISTOP OR EQUIVALENT DECK TO BUILDING MOISTOP OF WALL PAPER IVAL BUILDINGENI TRANSITION (EXTEND 12" PAPER FLASHING MIN. BEYOND MIN BELLOW (TYP.) FLASHING AT DECK JOIST DECK FACE) MOISTOP 0 EQUIVALEN BUILDING PAPER (EXTEND 12 MIN. BEYON FLASHING UNDER DEC,rN. /1 DETAIL 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' - P—O' 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. 204 FLASHING AT DECK/POST CONNECTION SCALE: N.T.S. IE�D FAR C005, CCmPL, S�.P 12 2016 C,w of -ila oNlSloli � (RECEIVED CITY OF TUKWILA 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 (L —' O� U W I— C4Ln O zw Cr cr w� wOD QF- U� ^Ln J � 1- Q u�i rs' � >z N O tv r N Q ; ® n-3 Ln wN zU �o Nw _0 z'; ox Oz pLl 2Q t)Q ^U! ILu- r K' j f: 0 t 0 1 z„ .... DRAWN B.R.M. DATE : 11/12/2O12 SCALE AS NOTED SHEET OF: SO SHEETS SCALE: N.T.S. 1 MOISTOP C EQUIVALE? BUILDING PAPER (12" ABOVE FLASHING) MOISTOP OF EQUIVALENT BUILDING PAPER (EXTEND 12" MIN. BELOW DECK JOIST FLASHING AT DECK/WALL CONNECTION SCALE: N.T.S. qe�� \LNG SCALE: N.T.S. NOTE: "FIRE AND ICE" PEEL-N-STICK TO BE APPLIED OVER ENTIRE CRICKET WITH 6" LAP TO CONNECTING MATERIALS Will IMAM EXTERIOR WALL FRAMING EXTERIOR SHEATHING < "FIRE AND ICE" PEEL-N-STICK TO LAP OVER EXTERIOR WALL MIN. 6" THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOM`1ENDATIONS. THE OWNER MAY CHOOS= TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINGS THROUGH USE OF SPECIFICATIONS. DECK SHEATHING DECK TO POST TRANSITION FLASHING GENERAL NOTES: Rso �p FpR j I wwcol W-� C' 000j SEP �Q16 Cif of Tukwila gU1L®S oIvIStO RECEIVED CITY OF TUKWILA JUN 1 12015 PERMIT CENTER 1) ALL WOOD IN CONTACT WITH ANY SURFACE THAT WILL PRMrOTE 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 BANDS,WINDOWS 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 0 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. ul U WU HN z ac 4 c o Ulm 00 W it I Q� U� ^Ln Ln !0 I— p .. N Op Ln zU cvW z'; �o Oz N0 OQ a IQ cA Q = W IL 1L ,,, 0 rei=" ,<; { a ;x. x4,^ t. J): d M . DRAWN B.R.M. DATE : 11/12/2O12 SCALE AS NOTED SHEET OF IO SHEETS