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HomeMy WebLinkAboutPermit D14-0159 - SAPPHIRE HOMES - LOT 2 - NEW SINGLE FAMILY RESIDENCESAPPHIRE HOMES -LOT 2 11736 4OTH PL S D14-0159 International Building Code Edition: 2012 International Fuel Gas Code: 2012 International Residential Code Edition: 2012 WA Cities Electrical Code: 2012 International Mechanical Code Edition: 2012 WA State Energy Code: 2012 Uniform Plumbing Code Edition: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 10 Fill: 10 Number: 0 1 Yes Permit Center Authorized Signature: Date: U7/..e7 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating struction or the performance of work. I am authorized to sign and obtain this development permitnd ee to the conditions attd to this permit. Signature: Print Name: Date: -Z i q iq 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: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: 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. 3: 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. 4: 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 house. 5: Any material spilled onto any street shall be cleaned up immediately. 6: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 7: 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. Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.aov 11736 40th PI S Project Name: SAPPHIRE HOMES - LOT 2 COMBOSFR PERMIT Permit Number: D14-0159 Issue Date: 7/28/2014 Permit Expires On: 1/24/2015 Owner: Name: Address: „ WA, Contact Person: Name: MATTHEW DUNN Address: 23956 SE 40 CT, ISSAQUAH, WA, 98029 Contractor: Name: Address: License No: Lender: Name: Address: Phone: (206) 819-0470 CALLIDUS DEVELOPMENT INC Phone: 16834 SE 43RD ST , BELLEVUE, WA, 98006 CALLIDI881MZ Expiration Date: WESCO INSURANCE - WB000496 59 MAIDEN LN , NEW YORK, NY, 10038 DESCRIPTION OF WORK: CONSTRUCTION OF 2711 SF SFR WITH 402 SF 2-CAR GARAGE AND 100 SF OF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, 1" WATER METER, FIRE LINE WITH BACKFLOW, STORM DRAINAGE, AND UNDERGROUNDING OF POWER. DUWAMISH WATER ASSESSMENT. TRANSPORTATION IMPACT TEST FEE. TRAFFIC CONCURRENCY APPLICATION AND TEST FEE UNDER PUBLIC WORKS PERMIT NO. C12-010. VALLEY VIEW SEWER DISTRICT. Project Valuation: $353,131.98 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: Fees Collected: $21,990.59 Occupancy per IBC: R3 Water District: Sewer District: Current Codes adopted by the City of Tukwila: 8: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 9: 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. 10: 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. 11: A house fire sprinkler system is required. Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW -THROUGH SYSTEM are attached to the plan set for reference. Coordinate with Public Works Project Inspector. 12: Storm drainage for the House downspouts shall be designed and installed/constructed per the 2009 King County Storm Water Manual. Coordinate with the Public Works Inspector. 13: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 14: ***BUILDING PERMIT CONDITIONS*** 15: 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. 16: 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. 17: 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. 18: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 19: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 20: All wood to remain in placed concrete shall be treated wood. 21: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 22: 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. 23: 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. 24: 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. 25: 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). 26: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 27: 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. 28: 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. 29: ***MECHANICAL PERMIT CONDITIONS*** 30: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 31: 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. 32: Manufacturers installation instructions shall be available on the job site at the time of inspection. 33: 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. 34: 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. 35: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 36: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 37: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 38: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 39: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 40: 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. 41: 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. 42: 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. 43: 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. 44: 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. 45: 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. 46: 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. 47: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 48: 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 52: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 49: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 50: 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). 53: 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) 54: 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) 55: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 51: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 56: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 57: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 LATH & GYPSUM 1800 MECHANICAL FINAL 0608 PIPE INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 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 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combination Permit No. Project No.: 1 -Ole/ Date Application Accepted: Date Application Expires: 1/ C )i`1 For of ewe use onl COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION (1;9&000W) King Co Assessor's Tax No.: 734060-085 Site Address: 117xx 40th Pl. S - Lot 2 of SP L09-050 PROPERTY OWNER Name: Sapphire Homes, Inc. Address: 16834 SE 43rd St City: Bellevue State: WA Zip: 98006 CONTACT PERSON — person receiving all project communication Name: Matthew Dunn Address: City: State: Zip: Phone: (206) 819-0470 Fax: Email: mdunn@dunnconstruct.com GENERAL CONTRACTOR INFORMATION Company Name: Callidus Development, Inc. Address: 16834 SE 43rd St City: Bellevue State: WA Zip: 98006 Phone: (425) 818-8829 Fax: Contr Reg No.: CALLIDI881MZ Exp Date: 06/30/2014 Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Nash & Associates Architects Architect Name: Mike Johnson Address: 11644 NE 80th Street City: Kirkland State: WA Zip: 98033 Phone: (425) 417-2214 Fax: Email: mjhnsnwy@hotmail.com ENGINEER OF RECORD Company Name: Nash & Associates Architects Engineer Name: Mike Johnson Address: 11644 NE 80th Street City: Kirkland State: WA Zip: 98033 Phone: (425) 417-2214 Fax: Email: mjhnsnwy@hotmail.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Wesco Insurance 46-WB000496 Address: 59 Maiden Lane City: New York State: NY Zip: 10038 H:\Applications\Ponns-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11. docx Revised: August 2011 bh Page 1 of 4 PROJECT INFORMATION - Valuation of project (contractor's bid price): $ 181,000.00 Scope of work (please provide detailed information): Construct a 2711 sq foot two-story with attic trusses single family home that includes 4 bedrooms, bonus room and a 2 car garage. DETAILED BUILDING INFORAMTION PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE jlaseme*4` p44-1 c., I rusts 683 1st floor 798 2nd floor 1,230 Garage m carport ■ 402 Deck — covered TA uncovered • 100 Total square footage 3,213 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 at 206-575-4407. EQUIPMENT AND FIXTURES - INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ 6,000.00 1 furnace <100k btu 1 thermostat emergency generator 2 appliance vent 1 wood/gas stove fuel type: m electric ❑ gas ventilation fan connected to single duct 1 water heater (electric) 5 other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ 10,000.00 2 1 4 bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) water heater (gas) bidet floor drain sink lawn sprinkler system 1 1 1 clothes washer shower water closet 1 gas piping outlets n:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11. docx Revised August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — Scope of work (please provide detailed information): All utilities were put in as a part of the short plat and should be currently available on site. Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT VI ...Tukwila ❑...Water District #125 ❑ ...Letter of water availability provided SEWER DISTRICT ❑ ...Tukwila 0 ...Sewer use certificate ❑ .. Highline ..▪ .Valley View ❑ .. Renton ..• .Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. On -site septic system — for on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): VI ...Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑...Hold Harmless — (SAO) 0 ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) ❑...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): O ...Right -Of -Way Use - Potential disturbance ❑ .. Construction/Excavation/Fill - Right -of -Way... ❑ -or- Non Right -of -Way.. m O ...Total Cut 0 ...Total Fill m ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control Cubic Yards Cubic Yards ❑ .. Work In Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Trench Excavation ❑ .. Curb Cut ❑ .. Utility Undergrounding ❑ .. Pavement Cut ❑ .. Backflow Prevention - Fire Protection 1.00 ❑ .. Looped Fire Line Irrigation " Domestic Water m ...Permanent Water Meter Size 1 " WO # 0 ...Residential Fire Meter Size ❑ ...Deduct Water Meter Size " WO# 0 ...Temporary Water Meter Size " WO # 0 ...Sewer Main Extension Public 0 - or - Private ❑ ❑...Water Main Extension Public 0 - or - Private 0 FINANCE INFORMATION— THIS INFORMATION IS REQUIRED TO RE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) VI ...water ® ...sewer 0 ...sewage treatment MONTHLY SERVICE BILLING TO: Name: Sapphire Homes Inc - Tukwila Project Day Telephone: (425) 818-8829 Mailing Address: 16834 SE 43rd St Bellevue WA 98006 City State Zip WATER METER REFUND/BILLING: Name: Sapphire Homes Inc - Tukwila Project Day Telephone: Mailing Address: 16834 SE 43rd St Bellevue WA 98006 City State Zip H.\Applications \Forms -Applications On l.ine\2011 Applications \Combination Permit Application Revised 8-9-1 I.docx Revised. August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — APPLICABLE TO ALL PERMITS IN THIS APPLICATION — 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. 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. PROPERTY O%y F t OR AUTHORIZED AGE i Signature: Date: 05/27/2014 Print Name: Troy Sclimeil Day Telephone: (425) 818-8829 Mailing Address: 16834 SE 43rd St Bellevue WA 98006 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-I I.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME S&PQM g.K. //oin65 (Lai"Z) PERMIT # )14+ - 01�ci 40111 pL 5ouTH If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 250 (1) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 250 Water/Sewer/Surface Water to o a/2 0 0 //i o 0 0 Road/Parking/Access 1250 A. Total Improvements 4410 3. Calculate improvement -based fees: o B. 2.5% of first $100,000 of A. ' ! 11 C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $ I (? - (4) 5. Enter total excavation volume /0 cubic yards Enter total fill volume / a cubic yards Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. 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 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1" 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 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) $ 1 !'1 (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. 0 23 QUANTITY IN CUBIC YARDS RATE ./ 50 or less ✓ $23.50 51-100 $37.00 101 — 1,000 $37.00 for lst 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 lst 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5 % of 6+8) Approved 09.25.02 Last Revised 01/01/14 2 (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* 11 ZS D. Water Meter — Water only* /, 11. E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A 1 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. Duwamish WATV. pc1 W.A446,4 $ 4; 3 4 7' c3 H. Transportation Mitigation $ % 0 13 I. Other Fees $ A o o .. OA44A b� La,�-rt� (q ��1,4)c,.. Total A through I $ 1 I� 3 o ( DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ / 2-, 631 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 01.01.2014-12.31.2014 Total Fee 0.75 $625 ./ $6005 $6630 ✓ 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01/01/14 Temporary Meter 0.75" $300 2.5" $1,500 3 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY PAID $30,03052 D14-0158 Address: 11734 40th PI S Apn: $14,925.26 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 IMPACT FEE $2,168.00 FIRE R304.345.852.00.00 0.00 $742.00 PARK R104.345.851.00.00 0.00 $1,426.00 PUBLIC WORKS s $1,272.38 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $117.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $117.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $7.05 TECHNOLOGY FEE R000.322.900.04.00 0.00 $7.05 WATER SERVICE FEE $4,347.83 WATER - HOME/DEVELOP R401.379.002.00.00 0.00 $4,347.83 D14-0159 Address: 11736 40th PI S Apn: $15,105.26 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 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 I PUBLIC WORKS $1,272.38 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $117.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $117.50 Date Paid: Monday, July 28, 2014 Paid By: SAPPHIRE HOMES INC Pay Method: CHECK 1369 Printed: Monday, July 28, 2014 12:28 PM 1 of 2 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ( ACCOUNT QUANTITY PAID $30,030.52 D14-0159 Address:11736 40th PI 5 Apn: $15,105.26 PUBLIC WORKS $1,272.38 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $7.05 TECHNOLOGY FEE R000.322.900.04.00 0.00 $7.05 WATER SERVICE FEE $4,347.83 WATER - HOME/DEVELOP TOTAL FEES PAID BY RECEIPT: R2698 R401.379.002.00.00 0.00 $4,347.83 $30,030.52 Date Paid: Monday, July 28, 2014 Paid By: SAPPHIRE HOMES INC Pay Method: CHECK 1369 Printed: Monday, July 28, 2014 12:28 PM 2 of 2 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $180.00 D14-0158 Address: 11734 40th PI S $180.00' FIRE TOTAL FEES PAID BY RECEIPT: R2700 R304.345.852.00.00 0.00 $180.00 $180.00 Date Paid: Monday, July 28, 2014 Paid By: MATTHEW DUNN Pay Method: CREDIT CARD 193418 Printed: Monday, July 28, 2014 12:31 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID $13,770.66 PermitTRAx D14-0158 ` Address: 11734 40TH AVE S Ape: 7340600080 $6,885.33 DEVELOPMENT $5,990.87 PERMIT FEE R000.322.100.00.00 0.00 $3,628.10 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,358.27 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 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 $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $203.46 TECHNOLOGY FEE R000.322.900.04.00 0.00 $203.46 D k, add "ems: 1 � g P I u n $6,885.33 DEVELOPMENT $5,990.87 PERMIT FEE R000.322.100.00.00 0.00 $3,628.10 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,358.27 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 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 PUBUC WORKS $250.00r BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $203.46 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R2219 R000.322.900.04.00 0.00 $203.46 $13,770.66 Date Paid: Wednesday, May 28, 2014 Paid By: SAPPHIRE HOMES INC Pay Method: CHECK 1299 Printed: Wednesday, May 28, 2014 1:55 PM 1 of 1 SYSTEMS lC re.INSPECTION RECORD Retain a copy with permit TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.. #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 436-9350 D('/-o (P' Project: �4(reh'r fA-)P Date Type 1 s ctio �%r( Adrefs: d (f736 rkIV CaIIed/ Special Instructs ns: 444 Date Bunted: _ r a.m. m. 'Requester: Ycl u ( .S r 444 Phons,N Z/ 7_ ej 3 O 7 roved per applicable codes. Q Corrections required prior to approval. Inspector: Date 7 p /� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 ,4&&. t Projtit Type of i ion: � N� � � Address: 1(13c t- ©f4/P-e, So. �(41 er I Date Called: Special Instructions: A-A4 Date Wanted: . —6—(r a.m. p.m. 'Requester: rig ( ase91 Phone No: Approved per applicable codes. rrections required prior to approval. COMMENTS: ; / tidk _ 'ray/ tore, .r D gittd *- pe ye_ c-e( (r,7 rek i _qaD'C rOtit S (Lt°fer. � P&((kip Q/rGvqr r3.2 r<crbro► - r jp err/N.-over/ <<- (l) rutol r L Gv6vl er NR'_/ 1. 0-. otplikuver/ C4 fr (c3,r. rvsp C ° L inspector: K../ Date _4-_ it C REINSPEcTION FEE REQUIRE©. 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 p1 Y -0 il--er PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (208) 438-9350 AA Il-s Type of,_ nspection: rr. Ceet I(73 p.esd, Lout( ( Date Called: � Specia instr ctions: Air Date Wanted: 3. f— f j a.rn• P.m. Alb° x o sr'o Requester: ®Q,t.c.,1 eo sap4(r iM Phone No: 6t? 838V Approved per applicable codes. i.: Corrections required prior to approval. © ��NT :r,�,v(d� a ,- e 7 fe41 k x 6 ( Inspector: CREINSPECCI©N 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 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., iiOti, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 'Projtytt/5 ic. Type &� la CoRC E I a�drtss:% � r `Caged: $pa, lnstru+s.• Datewarded:41 a.m. Requester Phone No: roved per applicable codes. ❑ Gorrecttons required prior to approval. MENTS: Inspector: \C„‹,,,, REINSPECTION. FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD 1A Retain a copy with permit rt q-0 t-s` PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 1100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 "*Vrrg 'Type aAinspectip: . ... e I 14(444.P(Pyt ree'tq I called; Arress7s: 4 f'* Ltkri,Date tpv. lnstrvctfans: KQ k G ®�/r e- � Sr0 K i !' Date Wanted: G.— ]� 2—' 5 V a.m. a.m. R a uene Phone No: lig 617 53e41 per applicable codes. � corrections required prior to approval. COMMENTS: Inspector: Dat REINSPECTION FEE REQUIRED. Prior to next Inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cat! to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 9100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 fro 14 Type m ion: t' oOr `1 - "eu��jj� Yd,� ��sd . u�f � 4 Date i: "instructions: Al Date Wanted: 2.-c-!'5- a.m. p.m. Requester. Phone No: tiAPProved per applicable codes. MEATS: Corrections required prior to approval. Inspector: Dat '.5__1, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be: paid at 6300 Southcenter Blvd.. Suite 100. Cate to schedule reinspection. INSPECTION RECORD Retain & copy with permit 0.. PERMI NO. CITY OF'TUKWI•LA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 '`(206) 431-3670 Permit Inspection Request Line (206) 431-2451 Addres Instructions: Special Type of inspection: Yc'` /` . u Date Called: Date Wanted: 1144 proved per applicable codes. a.m. p.m. Requester: Phone. No: Q Corrections required prior to approval. C • MENTS: Dat :� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA, BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 jectAi5 ri&j- Type of inspection: • p irtri yo fiflig r_ uhi7L 1 Date a e 'LJ apvial Instructions: e Date Wanted: 2'_3 _fS a.m. p.m. Requester: Phone No: Dpproved per applicable codes. Corrections required prior to approval. COMMENTS: .6clietceikot ble � 1a'KP ' fr d; ref e REINSPEC ION FEE REQUIRE©. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IN5PECTINN. INSPECTION RECORD Retain a copy with permit PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 8100, Tukwila. WA 98188 4(206) 431-3670 Permit Inspection Request Line (206) 438-9350 Type oflns t n: tWit( (0001 Ink 14Nr f Date Oiled: dial Instructions: Date Wanted: 2--3-is a.m. p.m. Requester: Phone No: DOpened per applicable codes. rrections required prior to approval. COMMENTS Gi c<rid e / f• 4044e • /4 acG€S. it% fPVt'1 r a-`t r, f Inspector. °ax=3—t5 REINS ECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Ceti to schedule reinspection. INSPECTION RECORD �u���..p Retain a copy with permit ( t PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., B100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 'Pro jeyt:,` F K Type 3 F( yee/c p I736 y6 �i p u / + Date Called: Special Instructions: Date Wanted: z- 7 I c a.m. p.m. Requester. Phone No: Approved per applicable codes. COMM • :orrections required prior to approval. RcLess- 1,0 t cf c<pf ccef r-te 0 0 Inspector rc„..„. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcent.r Blvd.. Suite 100. Call to schedule reinspection. -at5 INSP T i, PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit lnspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit oj . ` / Q C TYPe o� t ttion i\.1 J 1 A—l + oA4 Address* / �q / Date Called: SpecialInstructions: :// \\ 05 f /V tNo:/5„.. Date Wanted:/1 3 /4 Requester: � �- /� V r,O proved per applicable codes. tJ Corrections required prior to approval. COMMENTS: Inspect r: . cha it A Date: I ' 13 — r 4 REINSPECTION FEE REQUI ED. Prior to next inspection, fee must be 1-1 paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Drq-orS� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 prof � ( i � L ' t"1 Q Typeclyspecuo�^ f"\ Date Called: , Address 7�^ __f� 40- Special Instructions: 1101Mtt53c f-' 4 f ` . s -133 Date Wanted: t /1 - -2 — 1' p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insr: Date: ( REINSPECTION FEE RE ' +. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD WEI Retain a copy with permit SPEC el NI PE MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projec : j c y .� r /`Ci J gctio�n j� .. Ad ress- ! 1 r. 3� zld PI.- Date lied: �� f. _ Special'instructions: ` 4 t. ( Date Wantett- :ajue P.m. Requester: Pho a No: h25"(0 /Cl 8,(f8 Approved per applicable codes. oCorrections required prior to approval. COMMENTS: ns ctor: Date: 14- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. INSP I N INSPECTION RECORD Retain a copy with permit bizi-(fit s", PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projec i Type pf Inspections Address. tt0 30 iti PL Date Called: Special Instructions: (7 << Date Wanted: E1M t<-4-1PI Requester: Phone No: QApproved per applicable codes. Corrections required prior to approval. COMMENTS: AS J I m e -ey�' �C" Colklt-hG �i. — Nu, "Ft usS Sp�°CS t Date: / I 4 - REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call tdkschedule reinspection. INSPECTION RECORD Retain a copy with permit D'4- I . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proz 14-19 Tvoe of inspection: Address: ' 1' Date Called: Special Instructions: 1/ ' l #2 Date Wanted: , /4 Requester: Phone No: Approved per applicable codes. oCorrections required prior to approval. COMMENTS: s 0 ., Ins 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 PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: r Typ .of inspection: Address: i 1 1r7.3(0 '1 P- Date Called: Special Instructions: i( \ ( Date Wanted:".r / 0 ` 30 ' t / .m. p Requester: Phone Np: r cApproved per applicable codes. Corrections required prior to approval. COMMENTS: (ukfe k f,)SS.e s fnAJP ` erM Iac /()) 1'I- AA S \ (s .. Inspect Date:t - 3I4 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�. t'-I -t9t3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project c:19,csi.kicu. hobs Type of Inspection: W p 111Wttlk i Klao : Addres � � � ki7 (- Hai Date Called: Special Instructions: + `� {- bate ;a© ---s r: — 0 t4 Requester: Phone No: EApproved per applicable codes. Corrections required prior to approval. COMMENTS: (fe-7iI /1' /4)(� tutkci ION E REQUIRED. rior to next ins ection. fee must be pa f'6300 Southcenter Blvd., Sul 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., I1100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro t s1QPKl2 + S �to tion: TWqo 1 tcltrATNI•Yo4 be Addre t t 13 � 1-1011-1 L 5 Date Called: Special Instructions: tit Date Wanted: 9- a.. — 14 t9m Requester: Phone No: Q Approved per applicable codes. ElCorrections required prior to approval: - COMMENTS: c . j Ex T 9 -'0 s 1-1 ,A t& 6.004c J/ id rj 6 (4 i 0 Ojr-/trtIfP- i id4 ok/ 3 r y" L (t t i f e` df iM rSS t iJ 0 / r Itii. MAl-4 1N\ke Ctel Dat — 9 Y ri RE PECTION FEE REQUI D. Prior to next inspection. fee must be pa' t 6300 Southcenter Blv .. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1.41,0t Si PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 8{vd: #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro ect: /� j)� flTi lvjtt] `Y..\,\ Typ /f�Ins.pr.sction;/� A p Addres : i 1 3 4 f L Date Cali d: W A-! ( 3k r v..-_ Special lnstnictions: l/ '‘. ' Date Wanted: _ [ k — /i p.m. t Requester: Phone No: / roved per applicable codes. Corrections required prior to approval. COMMENTS: 0 1--. (f-'0 6 (- j _ LtJP I, sk e&r -TDO ivtiNti (,p r r r c�c i o 1 5 - trig-( �,_ ,q %` --.......„ (..„,,,...-- >4:A- Ins o�r Date* REINSPECTION FEE _e-. _•.,own �_...e.__.-•__ Q IRED. Prior to next inspection. fee must be aI..J c..:•_ Inn n_u a_ �_�_,�.-.l. a:.... rQ�Y Y\ VVVV ✓VYa\ta.G�a\G� V\�Y.. ✓YaaV .YV. Vgaa av .rwaaw Maaaw . w...wr.ww.. INSPECTION RECORD Retain a co with ermitW 4 , LINS T N . py P PERMIT NO. �+ NS CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Prof Type of Inspection: Ad ess: t I t 4t)�"pt- Date Called: (f_3 Specia Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. 'COMMENTS: 0LC 6.1n Inspe Date: REINSPECTION FEE Rf=QUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. IN CT INSPECTION RECORD Retain a copy with permit D(4--Da? PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Prn ki11-0146$ Type of Inspection: t1110 -r(Pv& Address --fii Aili Date Called: Special Instru dons: �i`` IRequester: Q Date Wanted,_ 2 r i'4 rn. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �.10 Al k e�-Vre ef`M` - G`' 0 C. - ;1 A-1 rococ_% —t- 1 --e ) N (-3) Pro') d»l 3((5 ef$L tjt'Cs J e L (e / -4- / -3 -1 _ -- . ,(TJ 4(f pt Date r T REINSPECTIbFEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proj : ein Type of s ectilsN t Address: ) 1-7 4 4t PL Date Called: Special Instructions: i� Date Wanted: ii G' F Ocm P.m. Requester: • Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspe r: Date: f Z y ,•/4 REIITION FE REQUIRED Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to sched 'le reinspection. INSPECTION RECORD Retain a copy with permit PERMIT N0. 4I CITY OF"TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: t?ffrlin/ ,icr'% T of Inspection: ���� 'girl f2 .c't'YLy , Addre 7 i ,51��Q Date Called: Special Instructions: /_ Datet_ 2/ i y a.m: Reque ter: D O -719-. 32s 2- - Phone 'Approved per applicable codes. COMMENTS: oCorrections required prior to approval. pa Date:, _I_/y 1 SPECTION FEE R UIRED. Frito next inspection, fee must be at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit N+. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,. Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proj t: Ar ire ftaitives Typ f inspection: o o to v, ri ,0IV Address: Date Called: Special instructions: if), N \ f Date Wanted: ..� iiii a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date 2( II REINSPECTION I‘fiEQU_RED. Prior to next inspection,. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 11 INSPECTION RECORD Retain a copy with permit i1-vr5C/ IN PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., B100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: �1 p i� -Type of inspection: QdtiIQ Addr ss�. iap PI" Date Called: 5pe alInsttructions: -,. -Date Wanted: �3- i S i{-f a.m. Requester: Phone No: EijApproved per applicable codes. Corrections required prior to approval. COMMENTS: F`"%jr1 - o Cfk well. (ferreA Odsn)Crt 4-(A In pector: Date: INSPECTION REQUI#ED. Prior to next inspection. fee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. a INSPECTION N INSPECTION RECORD Retain a copy with permit b1 L1 -6SC1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pr ect: Pr PP i-1 i (E I )>s kf e Type of Inspection: yog i ki L Address: 1)7 1 ifO1 Pi- Date Called: Special Instructions: z,lk;-f Date Wanted: ei 1- , { ETTE Requelter: 0 0 Jk +t2 -HO,,k Phone. No: cn C" 14 j -c.Jl (,.� to c�vZ� Approved per applicable codes. Ierrections required prior to approval. COMMENTS: (,,D iff - r F(+1- 2 e, -? /---:/..irkx-r-,-, , -r, -ci)� -� cl 2 ter ✓ + , 14- APc' Lj '`eS-AeP1 ('"-- A(ro..,,Z or: 1 \>K e Prior e NSPECTION FEE REQ9IRED.xt inspection, lee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT • 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:/ zz Type of In ion: Address: J Suite #: 47 v �S f $ Contact Person: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: -t.s I I Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspect -- 0, 5 3 Date: 5/Zi/js- Hrs.: ` 0 / / Li $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: City: Word/Inspection Record For Company Name: State: 6/11/10 Zip: T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /V/ Type of Ins ection , ,4�- - 39 /7 Address: Suite #: , // i 3 `/" Va Ai rt Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ioud- ( Shift Inspection; Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: die r j"3 Date: 929// - Hrs.: f . 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575.-4407 ProjeqiType 5 g, of Inspectio S P -clewC0v -ec_ / /- 4 Address: i/-73 b Suite #: Ilb� ✓ / S Contact Person: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: -c1014) 30 9P,ie• iYa r • I I Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood ; Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: giik rci e—_A-- Date: jow. 7/ /V Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection.' Billing Address Attn: Address: City: Word/Inspection Record Form.Doc Company Name: State: 6/11/10 Zip: T.F.D. Form F.P. 113 0I vl� 04 Y GEOTECH: CONSULTANTS, INC. 13256 NE 20th St, Suite 16 Bellevue, WA 98005 425-747-5618 FAX 425-747-8561 www.geotechnw.com 1jn DAILY FIELD REPORT TRAVEL/PREP TIME JOB NUMBER"' 14326 TIME ON SITE 0830 DATE 8/12/14 TIME OFF SITE DAY .OFWEEK 0900 Tuesday HOURS CHARGED, WEATHER 2.5 Overcast, occasional rain SITE LOCATION 11734 and 11736 — 40th Place South GENERAL, CONTRACTOR , Sapphire Homes GRADING CONTRACTOR" CLIENT/QWNER, Tukwila CONTRACT PERIIVTENQENT. Troy Schmeil Sapphire Homes MILES 35 RMIT NUMBER GRADING SUPERINTENDENT. VISITQRS' PAGE OP 1 of 1 C M Today, I visited the subject site to observe the soil conditions in the foundation excavations for the two houses. This visit was requested by Troy Schmeil of Sapphire Homes. This is our first involvement with the project. At the time of my arrival, the forms and rebar had been placed for the foundations of both new homes. From my discussions with Troy, I understand that these structures will be two stories in height. All of the footings are continuous. The design plans indicate that an allowable bearing capacity of 1,500 psf was assumed for the foundation. The foundation excavations extend approximately 18 inches below the existing grade. These excavations have extended through the topsoil and a limited amount of old fill. The bearing soils are the loose to medium -dense, sandy silt and silty sand that is typically found in this area. I probed all of the footings for both houses, and found the native soils to be suitable for the design 1,500 psf bearing capacity. All loosened or disturbed soils have been removed. I recommend that concrete be poured as soon as practical to limit the potential for softening or loosening of the exposed subgrade soils. AUG VE 2014 r NASH & ASSOCIATES COPY AND ' RECEIVED CITY OF TUKWILA MAY 2 9 2014 PERMIT CENTER IBC 2014 ARCHITECTS PLAN BEAM, SEISMIC FILE w - ----.+1I. *L� 2711 LATERAL, CALCULATIONS 2512 STATE REGISTERED ARCHITE MAS NASH Of WASHiNCTON 2012 MAY 22, REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 5 2014 City of Tukwila BUILDING DIVISION 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH-ARCHITECTS. COM L DV+ O1'5C -L r NASHaASSOCIATES BEAM DESIGN DATA CLIENT: PROJECT: PLAN 2111 ARCHITECTS DATE: 5/22/14 NAME: Roof Loads: LL 25 #/sf DL 15 #/sf Total 40 #/sf Unless Noted Otherwise Floor Loads: LL 40 #/sf DL 10 #/sf Total 50 #/sf Deck Loads: LL 60 #/sf DL 10 #/sf Total 70 #/sf Soil: 1500 PSF Min. Concrete: Per IBC 12 Masonry. Per IBC 12 Steel: Per IBC 12 Wood: Per IBC 12 Nailing: Per IBC 12 4" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 6" Beam: Douglas Fir #2 fv = 170 fb = 875 PSI E = 1,300,000 Joists & Hem Fir #2 Rafters: fv = 150 fb = 850 PSI E = 1,300,000 G1u—Lam Beams: fv = 240 PSI fb = 2,400 PSI (reduced by size factor, CF*KI) E = 1,800,000 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 WWW NASH—ARCHITECTS. COM Fax (425) 822-1918 .J PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 RB-1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads BED 2 Date: 5/22/14 3-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.7 in2 R2= 5.7 in2 (1.5) DL Defl= 0.04 in Recom Camber= 0.06 in Beam Span 5.0 ft Reaction 1 LL 1517 # Reaction 2 LL Beam Wt per ft 6.83 # Reaction 1 TL 2394 # Reaction 2 TL Bm Wt Included 34 # Maximum V 3736 # Max Moment 6364'# Max V (Reduced) 3161 # TL Max Defl L / 240 TL Actual Defl L / 727 LL Max Defl L / 360 LL Actual Defl L / >1000 2364 # 3736 # Section (in3) Shear (in2) TL Defl (in) LL Defl 42.19 31.82 OK 75% 28.13 19.76 OK 70% 0.08 0.25 OK 33% 0.04 0.17 OK 27% Fb (psi) Reference Values 2400 Adjusted Values 2400 Fv (psi) 240 240 E (psi x mil 1.8 1.8 Fc I (psi) 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2695 B = 4200 2.8 50 H = 80 475 I = 760 I H Pt loads: R1 = 2394 R2 = 3736 SPAN = 5 FT Uniform and partial uniform loads are Ibs per lineal ft. 0 2.8 2.8 5.0 PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 B-1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads KITCHEN Date: 5/22/14 4x 10 DF-L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 1.8 in2 R2= 1.8 in2 (1.5) DL Defl= <0.01 in. Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 4.0 ft Reaction 1 LL 740 # Reaction 2 LL 7.87 # Reaction 1 TL 1136 # Reaction 2 TL 31 # Maximum V 1136# 1136 '# Max V (Reduced) 698 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 740 # 1136 # Section (in3) Shear (in2) TL Defl (in) LL Defl 49.91 12.62 OK 25% 32.38 5.82 OK 18% 0.01 0.20 OK 50/0 <0.01 0.13 OK 4% Fb (psi) Fv (psi) E (psi x mil Fc I (psi) Reference Values 900 Adjusted Values 1080 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 370 Uniform TL: 560 = A Uniform Load A R1 = 1136 R2 = 1136 SPAN = 4 FT Uniform and partial uniform Toads are Ibs per lineal ft. PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 B-2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads DINING Date: 5/22/14 3-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.7 in2 R2= 3.7 in2 (1.5) DL Defl= 0.09 in Recom Camber= 0.13 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.0 ft 6.83 # 55 # 4855 '# L/240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1580 # 2427 # 2427 # 1972 # L / 500 L / 903 Reaction 2 LL Reaction 2 TL 1580 # 2427 # Section (in3) Shear (in2) TL Defl (in) 42.19 24.27 OK 58% 28.13 12.33 OK 44% Fb (psi Reference Values 2400 Adjusted Values 2400 0.19 0.40 OK 48% Fv (psi) 240 240 LL Defl 0.11 0.27 OK 40% E (psi x mil 1.8 1.8 ) Fc1(psi) 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 395 Uniform TL: 600 = A Uniform Load A R1 = 2427 R2 = 2427 SPAN = 8 FT Uniform and partial uniform Toads are Ibs per lineal ft. PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 B-3 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads GREAT ROOM Date: 5/22/14 3-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.8 in2 R2= 3.8 in2 (1.5) DL Defl= 0.08 in Recom Camber= 0.13 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.0 ft 6.83 # 55 # 4935 '# L/240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1640 # 2467 # 2467 # 2005 # L/495 L / 870 Reaction 2 LL Reaction 2 TL 1640 # 2467 # Section (in3) Shear (in2) TL Defl (in) LL Defl 42.19 24.67 OK 58% 28.13 12.53 OK 45% 0.19 0.40 OK 48% 0.11 0.27 OK 41% Fb (psi) Reference Values 2400 Adjusted Values 2400 Fv (psi) 240 240 E (psi x mil 1.8 1.8 Fc I (psi) 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 410 Uniform TL: 610 = A Uniform Load A R1 = 2467 R2 = 2467 SPAN = 8 FT Uniform and partial uniform Toads are lbs per lineal ft. PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 B-4 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads GREAT ROOM AT STAIR Date: 5/22/14 5-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 5.2 in2 R2= 5.1 in2 (1.5) DL Defl= 0.06 in Recom Camber= 0.09 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.3 ft 11.21 # 93 # 6927 '# L / 240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 2595 # 3352 # 3352 # 2744 # L / 549 L/817 Reaction 2 LL Reaction 2 TL 2353 # 3297 # Section (in3) Shear (in2) TL Defl (in) LL Defl 69.19 34.63 OK 50% 46.13 17.15 OK 37% 0.18 0.42 OK 44% 0.12 0.28 OK 44% Fb (psi) Reference Values 2400 Adjusted Values 2400 Fv (psi) 240 240 E (psi x mil 1.8 1.8 Fc I (psi) 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Par Unif LL Par Unif TL Start End 640 510 H = 800 I = 770 I H R1 = 3352 R2 = 3297 SPAN = 8.3 FT Uniform and partial uniform Toads are Ibs per lineal ft. 0 5.5 5.5 8.3 PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 B-5 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads ENTRY DOOR Date: 5/22/14 4x 10 DF-L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 1.6 in2 R2= 1.6 in2 (1.5) DL Defl= <0.01 in. Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 5.5 ft Reaction 1 LL 770 # Reaction 2 LL 7.87 # Reaction 1 TL 984 # Reaction 2 TL 43 # Maximum V 984 # 1353 '# Max V (Reduced) 708 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 770 # 984 # Section (in3) Shear (in2) TL Defl (in) LL Defl 49.91 15.04 OK 30% 32.38 5.90 OK 18% 0.02 0.28 OK 8% 0.02 0.18 OK 9% Fb (psi) Reference Values 900 Adjusted Values 1080 Fv (psi) 180 180 E (psi x mil 1.6 1.6 Fc I (psi) 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 280 Uniform TL: 350 = A Uniform Load A R 1 = 984 R2 = 984 SPAN = 5.5 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 GB-1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads GARAGE DOOR HDR. Date: 5/22/14 5-1/8x 18 GLB 24F-V4 DF/DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 10.6 in2R2= 10.6 in2 (1.5) DL Defl= 0.15 in Recom Camber= 0.23 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 16.3 ft 22.42 # 365 # 27978 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 4523 # 6866 # 6866 # 5602 # L / 561 L / 996 Reaction 2 LL Reaction 2 TL 4523 # 6866 # Section (in3) Shear (in2) TL Defl (in) LL Defl 276.75 142.03 OK 51% 92.25 35.01 OK 38% 0.35 0.81 OK 43% 0.20 0.54 OK 36% Fb (psi) Reference Values 2400 Adjusted Values 2364 Fv (psi) 240 240 E (psi x mil) 1.8 1.8 Fc I (psi) 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 0.985 1.00 1.00 1.00 N/A 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 555 Uniform TL: 820 = A Uniform Load A R1 = 6866 R2 = 6866 SPAN = 16.3 FT Uniform and partial uniform loads are Ibs per lineal ft. Notes 20'-0" LONG PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 PB-1 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads COVERED ENTRY Date: 5/22/14 3-1/8x 15 GLB 24F-V4 DF/DF Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 3.6 in2 R2= 3.6 in2 (1.5) DL Defl= 0.14 in Recom Camber= 0.21 in Beam Span 14.5 ft Reaction 1 LL 1233 # Reaction 2 LL Beam Wt per ft 11.39 # Reaction 1 TL 2330 # Reaction 2 TL Bm Wt Included 165 # Maximum V 2330 # Max Moment 8447 '# Max V (Reduced) 1928 # TL Max Defl L / 240 TL Actual Defl L / 698 LL Max Defl L / 360 LL Actual Defl L / >1000 1233 # 2330 # Section (in3) Shear (in2) TL Defl (in) LL Defl 117.19 42.23 OK 36% 46.88 12.05 OK 26% 0.25 0.73 OK 34% 0.11 0.48 OK 22% Fb (psi) Reference Values 2400 Adjusted Values 2400 Fv (psi) 240 240 E (psi x mil) 1.8 1.8 Fc I (psi) 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 170 Uniform TL: 310 = A Uniform Load A R1 = 2330 .. R2 = 2330 SPAN = 14.5 FT Uniform and partial uniform Toads are Ibs per lineal ft. Notes ABOVE PLATE PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 PB-2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads OPTIONAL REAR PORCH Date: 5/22/14 4x 10 DF-L #2 Lu = 0.0 Ft NDS 2005 Min Bearing Area R1= 1.9 in2 R2= 1.9 in2 (1.5) DL Defl= 0.08 in Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 9.6 ft 7.87 # 76 # 2855 '# L / 240 L/360 Reaction 1 LL 720 # Reaction 1 TL 1190 # Maximum V 1190 # Max V (Reduced) 999 # TL Actual Defl L / 751 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 720 # 1190 # Section (in3) Shear (in2) TL Defl (in) LL Defl 49.91 31.73 OK 64% 32.38 8.32 OK 26% 0.15 0.48 OK 32% 0.08 0.32 OK 24% Fb (psi) Reference Values 900 Adjusted Values 1080 Fv (psi) 180 180 E (psi x mil) 1.6 1.6 Fc I (psi) 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 150 Uniform TL: 240 = A Uniform Load A R1 = 1190 R2 = 1190 SPAN = 9.6 FT Uniform and partial uniform loads are Ibs per lineal ft. illilCLIENT: NASH & ASSOCIATES WIND AND SEISMIC DESIGN DATA PER 2012 I BG PROJECT: PLAN 2111 ARCHITECTS DATE: 5/22/14 NAME: * IN D WIND DESIGN CRITERIA SECTION 1604.1 WIND LOADS 215 W DESIGN PER ASGE 1-10/SECTION 1613 I. SEISMIG IMPORTANCE FACTOR le 1.00 2. SHORT PERIOD ACCELERATION 55 1.66 *see footnote at bottom 3. I SECOND ACCELERATION SI 0.148 •see footnote at bottom 4. SITE GLASS D (default class per IBC) 5. SPECTRAL RESPONSE GOEFFIGENT So, 0.G12 "see footnote at bottom b. SPECTRAL RESPONSE GOEFFIGENT S0, 0.148 •see footnote at bottom 1. SEISMIG DESIGN CATEGORY D 8. SEISMIC FORGE RESISTING SYSTEM PLYWOOD .I ICAR WALLS '1. DESIGN BASE SHEAR (see seismic calculations) 10. SEISMIG RESPONSE GOEFFIGENT Cs 0.13 II. RESPONSE MODIFICATION FACTOR R 6.5 12. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORGE 13. RISK CATEGORY 11 THE ANCHORAGE OF WALLS SUPPORTING CONSTRUCTION SHALL BE BE DESIGNED IN ACCORDANCE WITH ASGE 1-10, SECTION 12.112 IN STRUCTURES ASSIGNED TO SEISMIG DESIGN CATEGORY G-F, COLLECTOR ELEMENTS AND THEIR CONNECTIONS TO VERTICAL ELEMENTS SHALL BE DESIGNED TO RESIST MAXIMUM EFFECTS A5 SPECIFIED IN ASGE 1-10, SECTION 12.10.2.1 BASE 5HEAR V= (F S /R) IN ANCHOR BOLTS: 5/6" DIA X 10", A301 OR BETTER IN/ 1" MIN. EMBEDMENT. V= PER USGS, THE MAXIMUM Si IN THE STATE OF WASHINGTON 15 0.148. ALL SEISMIG THIS ANALYSIS ARE BASED UPON THIS NUMBER. SINGE Si IS LESS THAN 0.15, THEN IF RISK CATEGORY 15 1, II, OR III 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) WWW. NASH—ARCHITECTS. COM 822-1918 L J I "7.5 17.5 ti li 1-1 11 n tl tl tl tl tl t ® ® ® ® ® ® ® W nnnnnnnn nnnnnnnn nnnnnnn-n FRONT ELEVATION PLAN 2'711 2 O O 5 5.5 5 5.5 7.5 -f.5 4 1 Ilk I6 4T ELEVATION PLAN 2'711 O 12.5' 0 0 362 7' STHD14 - 6 PLACES PI-4" PI-4" PI-4" / 0_ / / / / PI-3" 3X PI-3" PI-3" 3X 3X HDU5 - 4 PLACES 0 907 PI-3" 3X STHDI4 - 6 PLACES MAIN P-OOR PLAN 211 I 1 PI-2" 3X HDU5 - 2 PLACES P1-3" 3X / d 1- S 0 0 33 ' 36' MST3i - 4 PLACES PI-6" PI-6" O I7 c PI-4" MSTG4S8 - 2 PLACES PI-4" V///////, r< mQ Iv II' PI-4" MST3-/ - 2 PLACES / PI-6" �1. PI-6" PI-6" PI-6" MSTG48B3 - 8 PLACES UPPER FLOOR PLAN 2111 r LATERAL CALCULATIONS CLIENT: NASH & ASSOCIATES WIND WORKSHEET PROJECT: PLAN 2111 ARCHITECTS PER IBC 12 DATE: 5/22/14 85 MPH/IIO MPH= NOMINAL/ULTIMATE WIND SPEED NAME: 14.6 PSF- EXPOSURE "B" X FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (#) SHEAR UNIT SHEAR W x H x (see chart for wind pressure WALL SHEAR WALL ® specified height) LENGTH (ft) (#/ft) TYPE 1—UPPER 17.5 X 12 X 19.6 = 4116 4116 33 125 P1-6" 2—UPPER 17.5 X 16 X 19.6 = 5488 5488 36 153 P1-6" 1—MAIN 17.5 X 10 X 19.6 = 3430 + 4116 7546 36 210 P1-6" 2—MAIN 17.5 X 10 X 19.6 = 3430 + 5488 8918 27 331 P1-4" 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH—ARCHITECTS. COM L J r LATERAL CALCULATIONS CLIENT: NASH & ASSOCIATES WIND PROJECT: PLAN 2111 ARCHITECTS WORKSHEET PER IBC 12 DATE: 5/22/14 S5 MPH/IIO MPH= NOMINAL/ULTIMATE WIND SPEED NAME: I4.6 PSF- EXPOSURE "13" FRONT ELEVATION LEFT ELEVATION REAR ELEVATION X RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (#) SHEAR UNIT SHEAR W x H x (see chart for wind pressure WALL SHEAR WALL ® specified height) LENGTH (ft) (#/ft) TYPE A —UPPER 7 X 17 X 19.6 = 2333 2333 17 138 P1-6" B—UPPER 10.5 X 17 X 19.6 = 3499 3499 11 319 P1-4" C—UPPER 13 X 17 X 19.6 = 4332 4332 17 255 P1-4" D—UPPER 7.5 X 17 X 19.6 = 2499 2499 17 147 P1-6" A —MAIN 5 X 10 X 19.6 = 980 + 2333 3X 3313 7.5 442 P1-3" B—MAIN 10.5 X 10 X 19.6 = 2058 + 3499 3X 5557 10 556 P1-2" C—MAIN 13 X 10 X 19.6 = 2548 + 4332 3X 6880 16 430 P1-3" D—MAIN 7.5 X 10 X 19.6 = 1470 + 2499 3969 12.5 318 P1-4" 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH— ARCHITECTS. COM L J r CLIENT: NASH & ASSOCIATES SEISMIC ANALYSIS PROJECT: PLAN 2111 ARCHITECTS PER IBC 12 DATE: 5/22/14 NAME: 1 Weight of Building: Roof Assembly. Asphalt Shingles - 2.00 #/ft Cedar Shakes - 2.25 #/ft Tile - 9.50 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft Trusses ® 24" o.c. - 1.75 #/ft Trusses ® 24" o.c. - 1.75 #/ft Trusses ® 24" o.c. - 1.75 #/ft R-38 Insulation - 2.35 #/ft R-30 Insulation - 2.25 #/ft R-30 Insulation - 2.25 #/ft 1/2" GWB Ceiling - 2.00 #/ft 1/2" GWB Ceiling - 2.00 #/ft 1/2" GWB Ceiling - 2.00 #/ft Total 9.75 #/ft Total 9.90 #/ft Total 17.90 #/ft Use 10.00 #/ft Use 10.00 #/ft Use 18.00 #/ft 1st & 2nd Floor Assembly: Carpet / Pad - 0.50 #/ft Hardwood - 2.50 #/ft 3/4T&G Plywood - 2.50 #/ft 3/4" T&G Plywood - 2.50 #/ft 2x10 ® 16" o.c. - 2.30 #/ft 2x10 ® 16" o.c. - 2.30 #/ft 1/2" GWB Ceiling - 2.00 #/ft 1/2" GWB Ceiling - 2.00 #/ft Total 7.30 #/ft Total 9.30 #/ft Use 10.00 #/ft Use 10.00 #/ft Interior Wall Assembly Exterior Wall Assembly: 1/2" GWB - 2.00 #/ft 3/4" Wood Siding - 2.30 #/ft 2X4 ® 16" o.c. - 1.10 #/ft 1/2" Plywood - 1.50 #/ft 1/2" GWB - 2.00 #/ft 2x6 ® 16" o.c. - 1.37 #/ft Total 5.10 #/ft R-21 Insulation - 2.10 #/ft Use 8.00 #/ft 1/2" GWB - 2.00 #/ft Total 9.27 #/ft Use 10.00 #/ft 4" Brick Veneer - + 3.20 #/ft 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH-ARCHITECTS. COM - L J r 1 CLIENT: NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: PLAN 2111 ARCHITECTS PER IBC 12 DATE: 5/22/14 NAME: 2 SEISMIC: V = (C,) (Wd1) (Plywood) 2nd Level: Roof: (Asphalt / Cedar Shake) 10#/ft X 1489 sf = 14,890 or (Tile) 18#/ft X sf = -- Exterior Walls: L x 10#/sf x 1/2 (h) 146 x 10#/sf x 4.0 5840 (E2) Interior Walls: L x 8#/sf x 1/2 (h) 165 x 8#/sf x 4.0 5280 (12) TOTAL: = 26,010 (26.0) 1st Level: Roof: (1st Floor Roof) 10#/ft X sf = -- 2nd Floor: 10#/ft X 1468 sf = 14,680 Exterior Walls: (E2) + L x 10#/sf x 1/2 (h) 5840 + 142 x 10#/sf x 4.5 12,230 (E1) Interior Walls: (12) + L x 8#/sf x 1/2 (h) 5280 + 64 x 8#/sf x 4.5 7584 (11) TOTAL: = 34,494 (34.5K) 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH—ARCHITECTS. COM J r CLIENT: NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: PLAN 2111 ARCHITECTS PER IBC 12 DATE: 5/22/14 NAME: 3 BASE SHEAR: BASE SI ICAR V= (F Sys /R) IN V= F (.q-12)/6.5= .14q LEVEL 2: Wd1 26.0 # x 0.149 = 3.87 LEVEL 1: Wd1 34.5 # x 0.149 = 5.14 TOTAL: Wd1 60.5 # x 0.149 = 9.01 (V) Level Dead Load (Wd1) Height (h) Moment (Wd1)(h) Shear ®Stor Fx = [(Wdl)(h) f V (Wd1)(h) Remarks 2 26.0 18.5 481 481 (9.01) =5.25 826 1 34.5 10 345 345 (9.01) =3.76 826 Total 60.5 826 ' 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH—ARCHITECTS. COM L r � LINE Vmax OVER HOLD - LINE WALLISMIC WIND WALL LEVEL LINE SHEAR SHEAR TOTAL P > 1 LENGTH S (#/ft) SHEAR HEIGHT TURNING DOWN WALLR ABOVE V / 1.4 FORCE REQ'd 2 1 2.62 -- 2.62 33 80 58 125 8 1000 MST37 p1-6" 2 2.63 -- 2.63 36 73 53 153 8 1224 MST37 P1-6" A .88 -- .88 17 52 38 138 8 1104 MSTC48H3 P1-6" B 1.75 -- 1.75 11 159 114 319 8 2552 MST37 P1-4" C 1.74 -- 1.74 17 103 74 255 8 2040 MSTC48133 P1-4" D .88 -- .88 17 52 38 147 8 1176 MST37 P1-6" 1 1 1.88 2.62 4.50 36 125 90 210 9 1890 STHD14 P1-6" 2 1.88 2.63 4.51 27 167 120 331 9 2979 STHD14 P1-4" 3X A .63 .88 1.51 7.5 202 145 442 9 3978 STHD14 p1-3" 3X B 1.25 1.75 3.00 10 300 215 556 9 5004 HDU5 pi_2" 3X C 1.25 1.74 2.99 16 187 134 430 9 3870 HDU5 p1-3" D .63 .88 1.51 12.5 121 87 318 9 2862 STHD14 P1- 4" •L J -I r CLIENT: NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: PLAN 2111 ARCHITECTS PER IBC 12 DATE: 5/22/14 NAME: 5 Redundancy Factor (p): 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/Ab 1/2 (2) 9.01 2. Maximum Vmax = .520 3. p = 2—[2(Vaccstory)/(Vumax)(Ab 2 1 1200 actual shear Largest seismic > .300 (2) 9.01 =.520 wall shear 1/2) 1 .520 (34.64) = ' 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH- ARCHITECTS. COM •L J Prescriptive Energy Code Compliance for Climate Zones 6, 5 and Marine 4 Project Information Contact Information Plan 2711 Nash and Associat Architects 4 28-4 xt105 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. FILE COPY permit No. Authorized Representative Date Climate Zone 5 & Marine 4 6 R-Valuea U-Factora Fenestration U-Factor' Skylight U-Factor Glazed Fenestration SHGCb e Ceiling Wood Frame Wall9." Mass Wall R-Value' Floor Below Grade Wall°k Slabd R-Value & Depth R-Valuea U-Factora n/a 0.30 n/a 0.30 n/a 0.50 n/a 0.50 n/a n/a n/a n/a 49i 0.026 49 0.026 21 int 0.056 21+5ci 0.044 21 /21 h 0.056 21 +5h 0.044 30g 0.029 30g 0.029 10/15/21 int + TB 0.042 10/15/21 int + TB 0.042 10, 2 ft n/a 10, 4 ft n/a able R402.1.1 and Table R402.1.3 Footnotes included on Page 2. 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: 01. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square area. Additions to existing building that are less than 750 square feet of heated floor area. 02. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. 03. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. et oR£laVOIAD FOR CODE COM pLIANCE APPROVED JUL 2 5 2014 Table R406.2 Summary Option Description Credits la Efficient Building Envelope la 0.5 lb Efficient Building Envelope lb 1.0 lc Efficient Building Envelope lc 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions http://www.energv.wsu.edu/Documents/2012%20Res%20Energy.pdf 000a0000000❑ *1200 kwh City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 2 9 2014 PERMIT CENTER 1.0 0.5 0.0 1.50 Dit1o(G1 Table R402.1.1 Footnotes For S1: 11 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 Tess than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be Tess than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm -humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. ' The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Glazing Schedule Project Information Plan 2711 Vertical Glazing (Windows and glazed doors) Plan Component Glazing ID Description Ref. U-factor Contact Information 0.30 r yt 0.30 0.30 0, 30 0.30 0.30 10. :0.30 0.30 R402.3.3 Exception (15 sq. ft. max.) Width Height Qt. Feet itch Feet Inch 1.00> 3 Glazing Area UA 15.0 4.50 20.0 6.00 12.5 3.75 32.0 9.60 10.0 3.00 20.0 6.00 45.0 13.50 6.0 1.80 16.0 4.80 64.0 19.20 44.0 13.20 6.0 1.80 12.0 3.60 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Area and UA Area Weighted U = UA/Area 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 302.5 90.75 0.30 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 Pian 2 Heat Pump Heating System Type: To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature instructions x-.-- Contact Information Seattle: Sea-Tac AP Area of Building Conditioned Floor Area instructions Conditioned Floor Area (sq ft) Average Ceiling Height instructions Average Ceiling Height (ft) Glazing and Doors instructions Insulation Attic instructions R-49 Single Rafter or Joist Vaulted Ceilings Instructions Above Grade Walls (see Figure1) Instructions R-21 Floors Instructions Below Grade Walls (see Figure 1) instructions �1 No Below Grade Walls in this project. Slab Below Grade (seeFigurel) instructions ! ....... ... No Slab Below Grade in this project. Slab on Grade (see Figure 1) InStruCtionS " " �.'•.••. Location of Ducts instructions No Slab on Grade in this project. Conditioned Space Design Temperature Difference (AT) 46 AT = Indoor (70 degrees) - Outdoor Design Temp 711: Conditioned Volume 8 5 23,044 U-Factor X Area = UA 0.30 347 ` 104.10 U-Factor X Area = UA 0.026 7 ,6C 35.36 U-Factor Area UA U-Factor Area UA 0.056 2,400 134.40 U-Factor Area UA 0.029 1,24035.96 U-Factor Area UA F-Factor Len th UA F-Factor Len UA Sum of UA Duct Leakage Coefficient 1.00 Envelope Heat Load Sum ofUAXAT Air Leakage Heat Load Volume X 0.6 X AT X .018 309.82 14,252 Btu / Hour 11,448 Btu / Hour Building Design Heat Load 25,700 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 25,700 Btu / Hour 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 32,125 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) City of Tukwila Building Department Sapphire Homes Lot 2- 117XX 40TH PL S Application # D14-0159 Building: 1. Topograhpy now shown on the site plan along with vertical datum benchmark elevation. Finish floor of main and garage noted on site plan 2. Per Geotech, footing drain and roof drains tie into site drainage system 3. Footing drain and roof tightline drains noted and located on site plan Fire: 1. Hydrant location noted and dimensioned to house Planning: 1. Existing fruit (Apple) trees noted as being removed since they are in the building area. 2. This plan is not to have a covered patio but just a standard patio. The elevations provided that show directions (North/South etc.) show the roof cover option removed. Mike Johnson Nash and Associates Architects CORRECTION LTR# b 1•44- o 59 RECEIVED CITY OF TUKWILA JUL 1 4 2014 PERMIT CENTER City of Tukwila Department of Community Development July 02, 2014 MATTHEW DUNN 23956 SE 40 CT ISSAQUAH, WA 98029 RE: Correction Letter # 1 COMBOSFR Permit Application Number D14-0159 SAPPHIRE HOMES, LOT 2 - 117XX 40 PL S Dear MATTHEW DUNN, 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. 1. Provide a site plan that shows the topographical grades indicating site slopes or elevation changes in 2 foot intervals. Provide benchmark elevation points for the site and show main floor elevation in relation to benchmark elevations. This is to verify height of house and crawlspace placed to provide a sufficient sloping grade from the house exterior. 2. Please provide a Geotechnical evaluation of this site soils by a registered geotechnical engineer. Evaluation shall include the determined 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. Architectural plan footing specifications shall be consistent with the footing load bearing values per geotechnical specifications. 3. The site plan does not show a designed footing or roof -drain discharge system. Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. 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. The intent is that groundwater will not accumulate in the basement or crawl space. (IRC R405.1, R408.6) 4. Note: elevations shall be identified as North, East, South and West. FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. 1. Submit a site plan of the short plat. Show access to all four lots and vehicular distance to nearest fire hydrant. PLANNING DEPARTMENT: Jaimie Reavis at 206-431-3659 if you have questions regarding these comments. 1. All of the trees on this lot are within the 200-foot shoreline buffer of the Duwamish River. Removal of any of these trees is subject to tree replacement. Please show all trees on this lot on the site plan, and include the tree species and diameter at breast height. Indicate which trees will be protected, and any that will need to be removed. For trees that will be protected, provide information on tree protection measures that will be implemented during construction. The City shall provide approval of any tree removals and shall review and approve the type and number of required replacement trees prior to any tree removal activity. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 2. The covered patio on the north side of the house (backyard) is encroaching into the required 10-foot rear yard setback. Please revise plans to show how the patio will comply with the rear yard setback requirement. 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 206-433-7165. Sincerely, AtIA fifer all it Tian FileTlo. D14-0159 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0159 DATE: 07/14/14 PROJECT NAME: SAPPHIRE HOMES LOT 2 SITE ADDRESS: 117XX 40 PL S Original Plan Submittal X Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: C -7 v( Building Division • Public Works ❑ Ati/k -Y).1-4 Fire Prevention 1111 Structural 3\-- A-P Planning Division Permit Coordinator so PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/17/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required {-] (corrections entered in Reviews) Notation: Approved with Conditions Denied (ie: Zoning Issues) ItkD-t) of P(4 v% DUE DATE: 08/14/14 REVIEWER'S INITIALS: DATE: Pe nn Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0159 DATE: 05/28/2014 PROJECT NAME: SAPPHIRE HOMES, LOT 2 SITE ADDRESS: 117XX 40 PL S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 0*(- I L\ Building Division 1'6(1 /MI .27°41 Public Works Ell Fire Prevention Structural Ayn c*- Y D'OI' i`'C Planning Division . n Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 05/29/14 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 06/26/14 n n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Ping\,6 PW ❑ Staff Initials: Date: ❑ City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. NTILv 1 �( Plan Check/Permit Number: Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: chi/Atilt VeS /4-wiriv bot Summary of Revision: p Ill - 0 isq Phone Number: illECENED env OF TUKWILA UL.142014 PERWT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisi n Received at the City of Tukwila Permitt Center by: �/1( �--- Entered in TRAKiT on 1" vu'14 'W(RE NG TOWARD A BETTER ENVIRONMENT' 34605 148th Suite 100 — Seattle, WA 98168 Phone: (206) 242-3236 SEWER DISTRICT Fax: (206) 242-1527 CERTIF_,:Ir173- WERA (LABILITY NON AVAILABILITY Residential: $ 50.00 Commercial: $ 100.00 YCertificate of - . - ' . i a • ility OR r Certificate of Sewer Non -Availability Part A: (To Be Completed By Applicant ) Purpose of Certificate: XBuilding Permit ❑ Preliminary Plat or PUD ❑ Short Division ❑ Rezone ❑ Other Proposed Use: ❑ Commercial `t' Residential Single Family ❑ Residential Multi -Family ❑ Other Applicants Name $u' rz hie pie," X....-c... Phone Number y2S =gam- �1 troy Property Address or approximate location k736 '/o n S Tax Lot Number 73 y©s o -o ors - Legal Description (Attach Map and legal Description if Necessary ); Part B: (To be Completed by Sewer Agency ) a. A Sewer Service will be provided by side sewer connection only to an existing 6" size sewer 1 feet from the site and the sewer system has the capacity to serve the propong gElVED OR ❑ b. Sewer service will require an improvement to the sewer system of: CITY OF TUKWILA ❑ (1) feet of sewer trunk or lateral to reach the site; and/or MAY 2 9 2014 ❑ (2) The construction of a collection system on the site and/or ❑ (3) Other (describe) PERMIT CENTER 2. Must be completed if 1. b above is checked a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR C' b. The sewer system improvement will require a sewer comprehensive amendment. ' w a. The proposed project is within the corporate limits of the District, or has been granted Boundary Y Review Board approval for extension of service outside the District. OR C a. Annexation or BRB approval will be necessary to provide service. 4. Service is to the following; subject Permit $ a. District Connection Charges due prior to connection: 117�`(�O GFC: $ 85`D,0O Sf•E- $ tool r,vo Unit: $ Total $ (Subject to Change on January 1st) Either a inIe County/METRO Capacity arg SWSSD or Midway Sewer District Connection Charge may be due upon connection to sewers. b. Easements: ❑Required • May be Required c. Other I hereby from t certify that the above sewer agency information is true. This certification shall be valid for one year to of signat e. By Title /� jJ.?h, Date 1/0/1p,,t DID 0161 ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Valley View Sewer District ("District") Certificate of Sewer Availability/Non Availability ("Certificate") 1. This certificate is valid only for the real property referenced herein ("Property") which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This certificate is between the District and the applicant only and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of Seatac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned gpon,avai,iability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. 1 acknowledge Marl have received the Certificate of Sewer Availability/Non -Availability and this attachment, and fully understand the terms and conditions herein. Applicant's signature Date City of Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206-431-3665 Web site: http://www.TukwilaWA.Aov WATER METER INFORMATION Parcel No: Address: 11736 40th PI S Applicant: SAPPHIRE HOMES - LOT 2 Permit Number: D14-0159 Issue Date: 7/28/2014 Permit Expires On: 1/24/2015 DESCRIPTION OF WORK: CONSTRUCTION OF 2711 SF SFR WITH 402 SF 2-CAR GARAGE AND 100 SF OF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, 1" WATER METER, FIRE LINE WITH BACKFLOW, STORM DRAINAGE, AND UNDERGROUNDING OF POWER. DUWAMISH WATER ASSESSMENT. TRANSPORTATION IMPACT TEST FEE. TRAFFIC CONCURRENCY APPLICATION AND TEST FEE UNDER PUBLIC WORKS PERMIT NO. C12-010. VALLEY VIEW SEWER DISTRICT. METER #1 METER #2 METER #3 Water Meter Size: 1" Water Meter Type: PERM Work Order Number: 21440111 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 CALLIDUS DEVELOPMENT INC Page 1 of 2 CiiWashington State Department of Labor & Industries CALLIDUS DEVELOPMENT INC Owner or tradesperson SCHMEIL, TROY JOHN Principals SCHMEIL, TROY JOHN, PRESIDENT SCHMEIL, ANGELA MARIE, SECRETARY Doing business as CALLIDUS DEVELOPMENT INC WA UBI No. 602 406 904 16834 SE 43RD ST BELLEVUE, WA 98006 425-818-8829 KING County Business type Corporation License. Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. CALLIDI881 MZ Effective — expiration 07/09/2012— 07/09/2016 Bond Wesco Insurance Co Bond account no. 46WB000496 Received by L&I 07/09/2012 Insurance Granite State Insurance Compan Policy no. 02-LX-019908171 Received by L&I 10/08/2013 $12,000.00 Effective date 07/09/2012 Expiration date Until Canceled $1,000,000.00 Effective date 10/01/2013 Expiration date 10/01/2014 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602406904&LIC=CALLIDI881MZ&SAW= 07/28/2014