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Permit D15-0272 - SAPPHIRE HOMES - NEW SINGLE FAMILY RESIDENCE
SAPHIRE HOMES 2906SI35 TH ST D15-0272 City of Tukwila Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov COMBOSFR PERMIT Parcel No: 7346600116 Address: 2906 S 135TH ST Project Name: SAPPHIRE HOMES Owner: Name: MINNS DONALD Address: PO BOX 33710 C/O OHANA FIDUCIARY CORP, SEATTLE, WA, 98133 Contact Person: Name: TROY SCHMEIL Address: 16834 SE 43RD ST, BELLEVUE, WA, 98006 Contractor: Name: CALLIDUS DEVELOPMENT INC Address: 16834 SE 43RD ST, BELLEVUE, WA, 98006-8992 License No: CALLID1881MZ Lender: Name: SOUND COMMUNITY BANK Address: 2001 FIFTH AVE, SEATTLE, WA, 98121 DESCRIPTION OF WORK: Permit Number: D15-0272 Issue Date: 12/15/2015 Permit Expires On: 6/12/2016 Phone: (425) 818-8829 Phone: (425) 818-8829 Expiration Date: 7/8/2016 New home replacing existing home which was demolished. No fire or parks impact fees charged. Project Valuation: $363,657.92 Fees Collected: $7,384.35 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 10 Fill: 10 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: S U I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. r /S, Sign ature• Date:/3/ C Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: '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. 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: Since the house must have a fire sprinkler system installed, it shall be verified in writing to the Public Works Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW -THROUGH SYSTEM. Backflow device is optional if a FLOW -THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector. 12: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 13: 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). 15: 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) 17: 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) 18: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 19: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 16: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 501.4) 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 22: 'BUILDING PERMIT CONDITIONS' 23: 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. 24: 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. 25: 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. 26: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 27: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 28: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 29: All wood to remain in placed concrete shall be treated wood. 30: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 31: 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. 32: 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. 33: 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. 34: 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). 35: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 36: 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. 37: 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. 38: ***MECHANICAL PERMIT CONDITIONS*** 39: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 40: 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. 41: Manufacturers installation instructions shall be available on the job site at the time of inspection. 42: 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. 43: 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. 44: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 45: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 46: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 47: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 48: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 49: 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. 50: 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. 51: 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. 52: 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. 53: 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. 54: 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. 55: 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. 56: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 57: 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 PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL" 0301 CONCRETE SLAB 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 LATH & GYPSUM 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING r 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 hitp://www.TukwilaWA.F-ov Combination Permit No. -�) (5-- QJ 72 Project No.: Date Application Accepted: Date Application Expires: TGT f („ use 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 King Co Assessor's Tax No.: 7346600116 Site Address: 13418 Military Rd S. Tukwila, WA Lof Z 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: Troy Schmeil Address: 16834 SE 43rd St City: Bellevue State: WA zip: 98006 Phone: (425) 818-8829 Fax: Email: callidusland@comcast.net GENERAL CONTRACTOR INFORMATION Company Name: Sapphire Homes, Inc. Address: 16834 SE 43rd St City: Bellevue State: WA Zip: 98006 Phone: (425) 818-8829 Fax: Contr Reg No.: SAPPHHI867RH Exp Date: 12/08/2016 Tukwila Business License No.: BUS-0995576 ARCHITECT OF RECORD Company Name: Nash & Associates Architects Architect Name: Mike Johnson Address: 11644 NE 80th St. City: Kirkland State: WA zip: 98033 Phone: (425) 828-4117 Fax: Email: mjhnsnwy@hotmail.com ENGINEER OF RECORD Company Name: PBG, LLC Engineer Name: Han Phan Address: 5130 S. 166th Lane City: Seatac State: WA Zip: 98188 Phone: (206) 446-1292 Fax: Email: ,pbg.engr@yahoo.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Sound Community Bank - David Sharon Address: 2001 Fifth Avenue City: Seattle State: WA Zip: 98121 H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 l.docx Revised: August 2011 Pagel of 4 bh Valuation of project (contractor's bid price): $ 1 5 1 V 0 0 Scope of work (please provide detailed information): DETAILED BUILDING INFORAMTION - PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement I' floor 2 ad floor CJONO� l 2 � ® Ct►� Garage carport ❑ Deck - covered uncovered ❑ - too Total square footage 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 $ 0 0 furnace <100k btu thermostat J— emergency generator fuel type. ❑ electric 'K gas appliance vent ventilation fan connected to single duct wood/gas stove --- water heater (electric) other mechanical equipment PLUMBING: G O h Value of plumbing/gas piping work $ J V 7 bathtub (or bath/shower combo) D bidet dishwasher floor drain lavatory (bathroom sink) 2 sink water heater (gas) lawn sprinkler system Iclothes washer shower water closet gas piping outlets H:Wpplications\For�-Applications On Line\2011 Applications\Combination Permit Application Revised B-9-1 l.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT 'K.. Water District #125 ❑ .. Highline ❑ .. Renton m ...Letter of water availability provided SEWER DISTRICT ❑ ...Tukwila m ... Valley View ❑ . Renton El.. Seattle ❑ ...Sewer use certificate LO ... Letter of sewer availability provided SEPTIC SYSTEM: ❑ .. On -site septic system — for on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ ...Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Hold Harmless — (SAO) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ ..Maintenance Agreement(s) ❑... Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ ...Right -Of -Way Use - Potential disturbance ❑ .. Construction/Excavation/Fill - Right -of -Way... ❑ -or- Non Right -of -Way.. ❑ ❑ ...Total Cut Cubic Yards ❑ .. Work In Flood Zone ❑ ...Total Fill Cubic Yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Trench Excavation ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Utility Undergrounding ET ** Frontage Improvements ❑ .. Pavement Cut ❑ .. Backflow Prevention - Fire Protection " ❑ ...Traffic Control ❑ .. Looped Fire Line Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size ............... WO # ❑ ...Residential Fire Meter Size ................. WO # ❑ ...Deduct Water Meter Size .................... " ❑ ...Temporary Water Meter Size .............. WO # ❑ ...Sewer Main Extension ..................... Public ❑ - or - Private ❑ ❑ ... Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ ...water ❑ ...sewer ❑ ...sewage treatment MONTHLY SERVICE BILLING TO: Name: Sapphire Homes Inc. 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. 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 8-9-1 Ldocx 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 OWNER OR AUTHORIZED Print Name: Mailing Address: 16834 SE 43rd St Date:JD D Day Telephone: (425) 818-8829 Bellevue WA 98006 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8.9.1 Ldocx 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 S A R-141 PROJECT NAME PERMIT # D 1 5- 0 Zi 2- If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: e F M B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume /0 cubic yards Enter total fill volume /o cubic yards (05 Use the following table to estimate the grading plan review fee. Use the greater 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 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ °— TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 4 250 (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 12/17/14 am 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) $ 1-19 (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 pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC RATE YARDS 50 or less $23.50 51-100 $37.00 101 — 1,000 $37.00 for 1" 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 1" 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 2 Last Revised 12/17/14 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 11. 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 H . Transportation Mitigation I. Other Fees $ _ Total A through I $ � 00) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ Z 0 $ ¢� 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 01.01.2 15-12.31.2015 Total Fee 0.75 $625 Z $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 7Z 080 $100,505 4 $7825 $150,P2k $1.57,950 6 $1252 $300,250 $312,775 ' Temporary Meter 0.75" $300 2.5" $1,500 Approved 09.25.02 Last Revised 12/17/14 C15, 0e1t Date Paid: Friday, April 29, 2016 Paid By: RYAN GREGERSON Pay Method: CREDIT CARD 053014 Printed: Friday, April 29, 2016 11:30 AM 1 of 1 Ir It � Ff SY57EM5 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $4,981.88 D15-0272 Address: 2906 S 135TH ST Apn: 7346600116 $4,981.88 DEVELOPMENT $3,700.60 PERMIT FEE R000.322.100.00.00 0.00 $3,696.10 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 $623.50 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $175.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $175.00 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TECHNOLOGY FEE $216.78 TECHNOLOGY FEE TOTAL FEES 'R6873 R000.322.900.04.00 0.00 $216.78 $4,981.88 Date Paid: Tuesday, December 15, 2015 Paid By: SAPPHIRE HOMES INC Pay Method: CHECK 2429 Printed: Tuesday, December 15, 2015 12:05 PM 1 of 1 C SYSTEMS DESCRIPTIONS• PermitTRAK QUANTITY PAID $2,588.57 D15-0271 Address: 13418 MILITARY RD S Apn: 7346600116 $186.10 DEVELOPMENT $186.10 PLAN CHECK FEE R000.345.830.00.00 0.00 $186.10 D15-0272 Address: 13418 MILITARY RD S Apn: 7346600116 $2,402.47 DEVELOPMENT $2,402.47 PLAN CHECK FEE TOTAL FEES • i R000.345.830.00.00 0.00 $2,402.47 Date Paid: Tuesday, October 13, 2015 Paid By: SAPPHIRE HOMES INC Pay Method: CHECK 2226 Printed: Tuesday, October 13, 2015 2:19 PM 1 of 1 '. 1��C•uuSYSiEMS RUN INSPECTION RECORD Retain a copy with permit 1175PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: , 5u �iV Qi�Ql Typ f I spectiora: Ar ®:G � (� Q, Date C d: Special Instructions: �," t Date Wanted: / a.m. B (! p.m. 1uester`w 11V� CG �1 13hooe No: REINSPECTION FEE REQUIRED. Prior to next inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. II' INSPECTION RECORD Retain a copy with permijp(3-�-02-7�] t ECTION 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 Pmt- / r A'/�� V- � Type of I section: r t Address: 77 —f-• Date Called: Special Instructions: Date Wanted: a.m. 7- (2-- �j� p.m. Requester: Phone No: ;Inspector: Date. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be. paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD (--2-31) Retain a copy with permit INS CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr'et: re Typ pf Inspection: (Called: Add ss: Date Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Inspector: I/ /I/ (Date: I �--_ ( 2 _ I El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be. paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. I _ INSPECTION RECORD _ Retain a copy with permit SPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 Pr ject: F Type, IF n ction: r Addr ®:. � �` � �I ` c S J �c Date Called: Special Instructions: Date Wanted : a.m. p.m. Requester: Phone No: Approved per applicable codes. RCoreections required prior to approval. COMMENTS: Se. © Itit-cf oa � t,J z r1 a �a C�ffl REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call. to schedule reinspection. AI ki 1 INSPECTION RECORD Retain a copy with permit NSPECTI N—N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 0 Permit Inspection Request Line (206) 438-9350 �! ( ; Pr ect: T Type of Inspec olh- P(© �. �s e—t( Addre � ' ' � ,f, ` /„� ! Date Called: Special Instructions: ,In Date Wanted: f a.m. !� I �! — t7— (� P.M. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ILA �� ►tee �� �- � o Inspector:K7�� Date 1 `/,4�S 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 d ` 6 Z7 :2,] I 11SPKIT 10N N0, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project 4i (��r Typ of In spe tiom: Add ss: o SQ. f3s �`�. Date Called: Special Instructions: Date sjl 2te� a.m. p.m. Requester: Phone No: jinspector: �/ �/ luate�— q ` / REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7 INSPECTION RECORD JPIJ-- Retain a copy with permi�% SPEtTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: k e Type of Ins ection: QD X-4,tf LA Addr ss0� � yr� r r Date Calfe Special Instructions: Date Wantecj;,�( a.m. l�� p.m. Requester: Phone No: Inspector: Date:�_� r r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must bP paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 6t Retain a copy with permit�7� INSfftTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (20.6) 431-3670 Permit Inspection Request Line (206) 438-9350 oject- (rIrt, Type of I spection: eor . Addre s: 24 o 6 f6 . f . Date Called: Special Instructions: AA 1 Dat Wanted: a.m. -5 —cr, _ f ' p.m. Requester: Phone No: Inspector Date: F1 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 USPECTION N0. �`PERMIT N0, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Pr ject. // d�.(ve- Type of spection: Addr s u' f So r / I J Date Cafl Special Instructions: Date Wanted a.m. -:i-� —1,6 p.m. Re uester: Pho a No: 3 IInspector: f-L— IDat7_Z--a _t El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J INSPECTION RECORD jP13- 6 2,7 Retain a copy with permit SPECTI 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (2.06) 438-9350 . Watt Project: �. NSF T pe of Inspec>rion: ne(C4'�.' —..__ I Addss: Date Called: Special nstructions: Date anted- a.m -j Requester: i Inspector: 7ate:3 ( 6 16 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Galt to schedule reinspection. 4 INSPECTION RECORD r Retain a copy with permit IN VL,0N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tltkvolila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: A15-IL" k Type of Inspectiory - :v-a -t Add ss: zya So. Date Called: Special Instructions: �w Date Wante • / a.m. -- p.m. Re uester: txd6r VA P a No: gy 51 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r.Z � tq t,?() ® i if✓- Co d ��� ark i�T� Gl� w crar w� G L-S A f_cvrw rooms—k G :&:d - of wrt'akfe� r � �-Or C Ve- (k3y (Inspector: 4rer-- (Date:: _ 1 / —/ J6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to schedute reinspection. ILI-9 i� IfVSPECTl0N RECORD _ 3 3- Retain a copy with permit �I 7 IN5.OftITON NO. PERMIT NO. . CITY OF TUICWILA, BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PTject: .� Type o I spectiop: b LA Addr s: fit' 64 501 (3144 l Date Called: Special Instructions: �- Date WaHied: a.m. -3 `l p.m. Requester: Phone No: Inspector: Date: ir--& 3-1 `(� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. In INSPECTION RECORD 63 Retain a copy with permit ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro ect: r i j (re, AddrW'I. � " S Ty90f Inspection: N 0��1 `'� - Date CAkd: Special Instructions: Date Wanted: a.m. ,6 p.m. Requester: Phone No: pproved per applicable codes. 1-1 Corrections required prior to approval. I P"a-ep, � pr(ov (de Seri l- ep ✓l(0(7e &" VT ME Ilnspector: P!!�r Date: r 1® 4 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedute reinspection. INSPECTION RECORD h Retain a copy with permit VIS 0 Z11 )[NN 11)PERMIT NO. CITY OF TUKWILA. BUILDING DIVISION 6300 SoUthcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'eci . s � Ty of inspeciion�`_ r -Wc- Addr ss: Date Call : Special Instructions: Date Wanted: a.m. .3_ -( P. Requester: Phone No: 11 Approved per applicable codes. Corrections required prior to approval. COMMENTS: WA -Z-Clkfry a f lno Ure- ,r Of Gll D G✓ j- r PlLct AL W r- !2—Z r n {inspector: p� �i Iuate: -� —10 ,_1,4 I EJ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: INSPECTION RECORD IRetain a copy with permit CTION NO. PERMIT NO. CITYOF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Pr jec.t: Type t of Inskecti p- ,, e— Add e s: `O I �K J (f f3-T .lt r Date Ca d: Special instructions: Date Wanted: pm .. Requester: Phone No: ElApproved per applicable codes. nCorrections required prior to approval. COMMENTS: /� C / i CQ roil ( e- a v k'( Inspector: yL _ Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. d 2 INSPECTION RECORD Retain a copy vvith permit ID I 6�7Z SP i ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspe ion: Add s `/ ;'-fok � i (/s-St f Date Calle Special Instructions: 9 • v (� Date anted: / a.m. --Z( " !/ p.m. /p Requester: Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call. to schedute reinspection. a INSPECTION RECORD -7 L_ Retain a copy with permit 5 CTION No. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 $011thcenter Blvd., #100, Tukwila. DNA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: GL_ (►��Pi Type uayp tioz"' '-'kec'f A Wdk - % �f-f }(/I { f Date Calle : Special Instructions: Date,Wanted:, l � a.m. p.m. R.e�ester: Qh Phor2Z6 - 7%`636-2— ❑Approved per applicable codes. Pcorrections required prior to approval. If Inspector: Date:? ` REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. INSPECTION RECORD Retain a copy permit ermit 0L7 Z INS - ION No. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Pro ect: Type of Ins ec ion: / Address �` © 6r Date Called: Special Instructions: ' 1 Date Wanted: a.m. — V — p.m. Requester: Phone No: (Inspector: 4//i IDate__ �0 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD /y— cZ7� Retain a co with permit 011TION N0, copy PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 c9ar '464 Project i �(v-� /I✓S Type of Inspectipn: t as ' 0 Ares : ` P ( 3 r f"/ J[fF Date Called: Special Instructions: Date Waited: a.m. _ p.m. Requester: Phone No: Inspector: / IDate� 3 — � —A I REINSPECTION FEE REQUIRED. Prior to next inspection. tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. SON INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj cy> r� 4�'l .� Type Insp s,.��:1 f I AddresO� y Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Eg-A-'pprov'ed per applicable codes. Corrections required prior to approval. U paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 If Praje / l i� nip Type of In�pe 'or�i/ F � Addrass„� f Date Called: Special Instructions: y, Date Wanted: a. 2 p.m. Requester: Phone No: 14proved per applicable codes. El Corrections required prior to approval. LJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �� �/ 7� �� M, X� INSPECTION RECORD � Retain a copy permit ermit INSPECTION NO. PERMIT NO. CITY OF TUKWIL.Ai. BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project. f Type of Inspectio Address � � � �( T Date Called: Special Instructions: Date Wanted: / / a. lO P.M. Requester: Phone No: 1 T APDroved per applicable codes. Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD4. c Retain a co with permit ID6 U27 copy INSPECTION NO. PERMIT NO. CITY OF Ti31CWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 Project -- Type of I lion: ff %� Adess: � � '>� Date Called: Special Instructions: Date Wanted: 1z.rn p.m. Requester Phone tJ2 mApproved per appiicable codes. l__,J Corrections required prior to approval. 'J paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. t INSPECTION RECORD JD5—�� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: �/" /�/ Type of pection: Address: 06,5 iS"Si Date Called: len Speciai Instructions: Date Wanted: :m p.m. Requester Phone N2-O 3 76 Approved per applicable codes. E Corrections required prior to approval. I__I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Q� INSPECTION RECORD 0 Retain a copy with permit IUKtTION NO. PERMIT N0, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Proj1,q Type of Inspection: !Gv Address: 91 co S / 35 Date Called: Special Instructions: ©! Date Wanted: m P.m. Requester: Phone No, , � pproved per applicable codes. LJ Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD 615-- 0a72 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: a 9 U S 3S" f-- Contact Person: Suite #: Special Instructions: Phone No.: ©-Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: , Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 GEOTECH CONSULTANTS, INC. 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747-5618 1 GEOTECHNW.COM November 24, 2015 JN 14482 %ORRECUGM Sapphire Homes � 16834 Southeast 43rd Street L T R # -IL Bellevue, Washington 98027 Attention: Troy Schmeil REVIEWED FORCODE COMPLIANCvemail callidusland@comcast.net Subject: Geotechnical Engineering Repot41PpROVED ED Proposed Sapphire Short P t I Y" om T i,'• �;'v�' i R_A 13418 Military Road South DEC 0 9 2015 Tukwila, Washington NOV 2 5 2015 Dear Mr. Schmeil: City 8f Tukwila P ' RMIT C NTER BUILDING DIVISION On two separate occasions geotechni(i3l engineers Trorn our Irm ave visited the subject property to observe the existing conditions and to monitor subsurface explorations in the area of the proposed development. Based on the provided plans, we expect that the property will be subdivided into four residential lots. The existing house (#13418) located in the center of the site, as well as the detached garage and shed on the north portion of the property will be removed. A new access drive will enter the property from South 135 Street to serve all four of the new homes. Storm drainage will be discharged to the existing system in South 135"' Street, requiring a street crossing and storm drain extension. The property slopes gently down toward the east from the edge of Military Road South. A gravel driveway enters the northwest corner of the site and angles across the north side of the centrally - located house, before continuing straight south to South 135t' Street. As mentioned above, there is a detached garage and a shed located on the north portion of the site. Most of the remainder of the property is covered with grass or landscaping, with some trees scattered around the site. There are no steep slope areas on, or around, the subject property. The lots to the north and east contain previously -constructed single-family homes. In order to explore the subsurface conditions on the site, two test pits were excavated and four soil probes were conducted at the approximate locations shown on the attached Site Exploration Plan. Logs of these explorations are also attached. Based on the explorations, the native subsurface profiled consist of a layer of topsoil overlying loose, weathered, gravelly, silty sand. At a depth of approximately 3 feet below the original ground surface, we encountered dense, gravelly, silty sand that has been glacially compressed. This competent soil is locally referred to as glacial till. The glacial till is very compact, and is difficult to excavate. Although not encountered in our test pits, boulders of varying sizes are often found scattered through glacial till soils. In Test Pit 1, we found 2 feet of fill overlying the original topsoil. It is relatively common on previously -developed sites to find areas of fill where grading occurred for driveway, structures, utilities, landscaping, etc. No groundwater seepage was observed in the test pits. However, we noted wet conditions in the upper portion of Test Pit 2. It is common to find at least isolated zones of subsurface water perched on top of the relatively impervious glacial till following extended wet weather. - I . N'wi 1!0W GEOTECH CONSULTAN S, INC. Sapphire Homes November 24, 2015 CONCLUSIONS AND RECOMMENDATIONS GENERAL JN 14482 Page 2 Based on our observations the new houses can be supported on conventional foundations that bear on the dense glacial till soils. Footings should not be placed on the existing fill soil, topsoil, or loose weathered soils. All soils loosened by the excavation process will have to be scraped out before pouring concrete. In wet conditions the dense bearing soils will tend to get disturbed and muddy by foot traffic during the placement of foundation forms and rebar. As a result, it is prudent to protect the bearing surfaces with several inches of clean crushed rock. Alternatively, any muddy or softened soils will have to be shoveled out of the forms by hand before pouring concrete. If the bearing soils lie below the planned footing subgrade elevation: 1. The foundations could be extended downward to the bearing soils; or, 2. The overexcavation below the planned footing elevation could be backfilled with clean crushed rock (quarry spalls or railroad ballast rock). Well constructed drainage and waterproofing will be important, as perched subsurface water should be expected. A typical footing drain detail is attached to the end of this report. In addition to this drainage element, it would be prudent to install a minimum 6-inch-thick layer of drain rock or pea gravel below the vapor retarder/barrier with a perforated pipe buried in the gravel. This underdrainage is intended to collect any perched subsurface water that may want to "pop up" under the structure. There are no steep slopes on or around the site to present a hazard to the planned development. The erosion control measures needed during the site development will depend heavily on the weather conditions that are encountered. Existing ground cover and landscaping should be maintained wherever possible. A rock -covered access should be provided for trucks and equipment moving between the street and the excavation. Tracking of soil and mud onto the surrounding streets must be avoided. A wire -backed silt fence should be erected immediately downslope of the work area. Areas of bare should be covered with plastic, gravel, straw, mulch or another suitable material during wet weather. As with any project, erosion control measures must be maintained, and be upgraded as necessary, throughout the earthwork and construction process. SEISMIC CONSIDERATIONS In accordance with the International Building Code (IBC), the site class within 100 feet of the ground surface is best represented by Site Class Type C (very dense soils). The soils that underlie the site and will support the new foundations are not susceptible to seismic liquefaction, even under the Maximum Considered Earthquake (MCE), due to their dense condition. The MCE has a theoretical return period of once in 2,475 years (2 percent probability of occurring in a 50-year period). CONVENTIONAL FOUNDATIONS We recommend that continuous and individual spread footings have minimum widths of 12 and 16 inches, respectively. Exterior footings should also be bottomed at least 18 inches below the lowest GEOTECH CONSULTANTS, INC. Sapphire Homes JN 14482 November 24, 2015 Page 3 adjacent finish ground surface for protection against frost and erosion. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. Footing subgrades must be cleaned of loose or disturbed soil prior to pouring concrete. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand. An allowable bearing pressure of 2,500 pounds per square foot (psf) is appropriate for footings supported on competent native soil, or on rock fill placed over the bearing soils. A one-third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post -construction settlement of footings founded on competent native soil will be less than one inch, with differential settlements on the order of one-half inch in a distance of 50 feet along a continuous footing with a uniform load. Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level, well -compacted fill. We recommend using the following ultimate values for the foundation's resistance to lateral loading: ULTIMATE VALUE Coefficient of Friction 0.45 Passive Earth Pressure 350 pcf Where: (i) pcf is pounds per cubic foot, and (ii) passive earth pressure is computed using the equivalent fluid density. If the ground in front of a foundation is loose or sloping, the passive earth pressure given above will not be appropriate. The above values do not include a.safety factor. PERMANENT FOUNDATION AND RETAINING WALLS No tall retaining walls are anticipated for the site development. Any walls backfilled on only one side, and with imported granular fill, should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill: PARAMETER Active Earth Pressure * VALUE 35 pcf Passive Earth Pressure 350 pcf Coefficient of Friction 0.45 Soil Unit Weight 135 pcf Where: pcf is Pounds per Cubic Foot, and Active and Passive Earth Pressures are computed using the Equivalent Fluid Pressures. * For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. GEOTECH CONSULTANTS, INC. Sapphire Homes A 14482 November 24, 2015 Page 4 The values given above are to be used to design only permanent foundation and retaining walls that are to be backfilled, such as conventional walls constructed of reinforced concrete or masonry. It is not appropriate to use the above earth pressures and soil unit weight to back -calculate soil strength parameters for design of other types of retaining walls, such as soldier pile, reinforced earth, modular or soil nail walls. We can assist with design of these types of walls, if desired. The passive pressure given is appropriate only for a shear key poured directly against undisturbed native soil, or for the depth of level, well -compacted fill placed in front of a retaining or foundation wall. The values for friction and passive resistance are ultimate values and do not include a safety factor. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. Wall Pressures Due to Seismic Forces The surcharge wall loads that could be imposed by the design earthquake can be modeled by adding a uniform lateral pressure to the above -recommended active pressure. The recommended surcharge pressure is 7H pounds per square foot (psf), where H is the design retention height of the wall. Retaining Wall Backfill and Waterproofin_p Backfill placed behind retaining or foundation walls should be coarse, free -draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. If the on -site soil is compacted as backfill, a minimum 12-inch width of free -draining gravel should be placed against the wall for rapid downward movement of water to a footing drain. A detail for a typical footing drain is attached. For increased protection, drainage composites should be placed along cut slope faces, and the walls should be backfilled entirely with free -draining soil. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. It is critical that the wall backfill be placed in lifts and be properly compacted, in order for the above -recommended design earth pressures to be appropriate. The wall design criteria assume that the backfill will be well -compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand -operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. GEOTECH CONSULTANTS, INC. Sapphire Homes November 24, 2015 JN 14482 Page 5 The above recommendations are not intended to waterproof below -grade walls, or to prevent the formation of mold, mildew or fungi in interior spaces. Over time, the performance of subsurface drainage systems can degrade, subsurface groundwater flow patterns can change, and utilities can break or develop leaks. Therefore, waterproofing should be provided where future seepage through the walls is not acceptable. This typically includes limiting cold -joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. There are a variety of different waterproofing materials and systems, which should be installed by an experienced contractor familiar with the anticipated construction and subsurface conditions. Applying a thin coat of asphalt emulsion to the outside face of a wall is not considered waterproofing, and will only help to reduce moisture generated from water vapor or capillary action from seeping through the concrete. As with any project, adequate ventilation of basement and crawl space areas is important to prevent a build p of water vapor that is commonly transmitted through concrete walls from the surrounding soil, even when seepage is not present. This is appropriate even when waterproofing is applied to the outside of foundation and retaining walls. We recommend that you contact an experienced envelope consultant if detailed recommendations or specifications related to waterproofing design, or minimizing the potential for infestations of mold and mildew are desired. LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field work. This report has been prepared for the exclusive use of Sapphire Homes and its representatives, for specific application to this project and site. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Please contact us if you have any questions regarding this report, or if we may be of further service. Attachments: • Vicinity Map • Site Exploration Plan • Test Logs • Typical Footing Drain Respectfully submitted, 3EOTECH CONSULTANTS, INC. Aarc R. McGinnis, P.E. 'rincipal , GEOTECH CONSULTANTS, INC. rA yard ^� Hilittp�l �, { Parkark j r at cl rk xNortn x, SITE rt .�� •: fat �Par,� ; iv rt ��f •``•:t� 0 Pn'S��rx �F99 ©r, I i ,Pa?�&ac +• �onset fi3i�af # .1,, tF fl Cb C r s vt erton ,a sW, �H ght j GEOTECH CONSULTANTS, INC. (Source: Microsoft MapPoint, 2013) VICINITY MAP Sapphire Short Plat 13418 Military Road South Tukwila Washington Job No: I Date: Plate: 14482 1 Nov.2015 1 1 -Zzzz: I a r� j a J I I ao Ica UN ': a I � I I F- I > W �O W 0 LU v3 a W S h \ 500°ISRIi 119.93 U.3 I It" Z��ZW M U'W W\ �� �Co -----O I _a �ma LLJ } w w u \ WO� �'t \ r ar 19. 5' 49,98, r.--- ss —55 — 55 0o N M M a,z xx i' / Z '00 I ,4M3 U� rn to LU R// Wi hy -+O�rlO3O --89£i- 9<9£-®-a - °f•�-nciu 3g$' LIII c,yJ�WLU O�N i ltO LL 01 —x Wcw W W woN C` W pg~ f-[0 LLJ •L ( c c 3 z a d d m w3 CL rn — 1 0 i 0 I I g `.53• P 'LIAEM0 rwle sag" I 3 P ff { P E"el ed a a9 hol f� 1 MILITARY ROADS Legend: Test Pit Location Soil Probe Location SITE EXPLORATION PLAN GEOTECH Sapphire Short Plat 4-000NSULTANTS, INC. 13418 Military Road South 41� Tukwila Washington Job No: Date: Plate: 14482 Nov. 2015 No Scale 2 TEST PIT AND PROBE LOGS Sapphire Short Plat 13418 Military Road South Tukwila, Washington TEST PIT 1 0 — 2.0 Brown, silty, gravelly SAND, fine-grained, very moist, loose FILL 2.0 — 5.0 12 inches of old topsoil over brown, silty, gravelly SAND, fine-grained, very moist, loose 5.0 — 10.0 Gray, silty, gravelly SAND, fine-grained, moist, dense Glacial Till Test Pit was terminated at a depth of 10.0 feet on December 2, 2014. No groundwater seepage was observed in the test pit. TEST PIT 2 0 — 0.5 Topsoil 0.5 — 3.0 Brown, mottled, very silty SAND with roots, very moist, loose -wet at 2.0 feet 3.0 — 3.5 Grayish -brown, gravelly, silty SAND, fine-grained, very moist, dense (Glacial Till Test Pit was terminated at a depth of 3.5 feet on November 19, 2015. No groundwater seepage was observed in the test pit. SOIL PROBE 1 Dense Glacial Till at 3.0 feet SOIL PROBE 2 Dense Glacial Till at 3.0 feet SOIL PROBE 3 Dense Glacial Till at 2.5 feet SOIL PROBE 4 Dense Glacial Till at 4.0 feet GEOTECH CONSULTANTS, INC. Slope backfill away from foundation. Provide surface drains where necessary. Backfill (See text for requirements) Nonwoven Geotextile Washed Rock Filter Fabric (7/8" min. size) i--11, - � v o-v-o-o-o- �v oO p po, 4" min. Tightline Roof Drain (Do not connect to footing drain) Possible Slab p- •4:�". p •.Q.�". p .fJ.�". p ..U..�". p a.U.�". p .Q..�". p e.Q o". p e.f� a 00 ° O •0 00 p 0 00 ° 0 •0 00 oGJ 0 0 00 0 oe° 00 0 0 � D'o oC1 0'0 � y _ AA ' .0 °° .J °° oo °°goo °J�oa moo°•ao 4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) Vapor Retarder/Barrier and Capillary Break/Drainage Layer (Refer to Report text) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage, waterproofing, and slab considerations. GEOTECH CONSULTANT'S, INC. FOOTING DRAIN DETAIL Sapphire Short Plat 13418 Military Road 'South Tukwila Washington Job No: Date: Plate: 14482 1 Nov.2015 3 NASH & ASSOCIATES ARCHITECTS REVf WED FOR +CODE COMPLIANCE APPROVED DEC 0 9 2015 I L City of Tukwila BUILDING DIViSILiN PLAN 2'711 BEAM, LATERAL, AND SEISMIC CALCULATIONSi;-ECEWED CITY OF TUKWILA OCT 1 3 2015 PERMIT CENTER 2512 Ry,3JGTERFD ARCH1 E i s SE�f s OF WASHY VON 7. 2012 IBC MAY 22, 2014 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH- ARCHITECTS. COM t)14 lemZ CLIENT: NASH & ASSOCIATES BEAM DESIGN DATA PROJECT: PLAN 2711 A R C If I T E C 1' S 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 Glu—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 Fax (425) 822-1918 WWW. NASH—ARCHITECTS. COM PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 BED 2 RB-1 Date: 5/22/14 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 3.7 in2 R2= 5.7 in (1.5) DL DefI= 0.04 in Recom Camber= 0.06 in Data Attributes Actual Critical Status Ratio Values Adjustments Beam Span 5.0 ft Reaction 1 LL 1517 # Reaction 2 LL 2364 # Beam Wt per ft 6.83 # Reaction 1 TL 2394 # Reaction 2 TL 3736 # Bm Wt Included 34 # Maximum V 3736 # Max Moment 6364'# Max V (Reduced) 3161 # TL Max Defl L / 240 TL Actual DefI L / 727 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (W) Shear (in2) TL Defl (in) LL DefI 42.19 28.13 0.08 0.04 31.82 19.76 0.25 0.17 OK OK OK OK 75% 70% 33% 27% r-o (psi) r-v (psi) E (psi x mil) Fc! (psi) Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Point LL Point TL Distance Par Unit LL Par Unif TL Start End 2695 B = 4200 2.8 50 H = 80 0 2.8 475 1 = 760 2.8 5.0 I H Pt loads: 0 0 R1 = 2394 R2 = 3736 SPAN =5FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 KITCHEN B-1 Date: 5/22/14 Selection 4x 10 DF-L #2 Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 1.8 in2 R2= 1.8 in (1.5) DL Defl= <0.01 in. Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 4.0 ft Reaction 1 LL 740 # Reaction 2 LL 740 # Beam Wt per ft 7.87 # Reaction 1 TL 1136 # Reaction 2 TL 1136 # Bm Wt Included 31 # Maximum V 1136 # Max Moment 1136 '# Max V (Reduced) 698 # TL Max DefI L / 240 TL Actual DefI L / >1000 LL Max Defl L / 360 LL Actual DefI L / >1000 Section (W) Shear (in2) TL DO (in) LL DefI 49.91 32.38 0.01 <0.01 12.62 5.82 0.20 0.13 OK OK OK OK 25% 18% 5% 4% ro (psi) ry (psi) t tpsi x mnl rc L Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.0c Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 370 Uniform TL: 560 = A Uniform Load A 0 R1 = 1136 R2 = 1136 SPAN =4FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 DINING B-2 Date: 5/22/14 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2005 Data Attributes Actual Critical Status Ratio Values Adiustments Loads min searing Area ml= j.t in- mz= u.t in- (1.5) uu ueu= u.ua in mecom uamoer= u.i:t in Beam Span 8.0 ft Reaction 1 LL 1580 # Reaction 2 LL 1580 # Beam Wt per ft 6.83 # Reaction 1 TL 2427 # Reaction 2 TL 2427 # Bm Wt Included 55 # Maximum V 2427 # Max Moment 4855'# Max V (Reduced) 1972 # TL Max DefI L / 240 TL Actual DefI L / 500 LL Max Defl L / 360 LL Actual Defl L / 903 Section (W) Shear (W) TL Defl (in) LL DO 42.19 28.13 0.19 0.11 24.27 12.33 0.40 0.27 OK OK OK OK 58% 44% 48% 40% Fo (psi) Fv (psi) t (psi x mu) Fc L Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 395 Uniform TL: 600 = A Uniform Load A 0 0 R1 = 2427 R2 = 2427 SPAN =8FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 GREAT ROOM B-3 Date: 5/22/14 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions 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 Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 8.0 ft Reaction 1 LL 1640 # Reaction 2 LL 1640 # Beam Wt per ft 6.83 # Reaction 1 TL 2467 # Reaction 2 TL 2467 # Bm Wt Included 55 # Maximum V 2467 # Max Moment 4935 '# Max V (Reduced) 2005 # TL Max DefI L / 240 TL Actual Defl L / 495 LL Max Defl L / 360 LL Actual DefI L / 870 Section (in3) Shear (in2) TL Defl (in) LL DefI 42.19 28.13 0.19 0.11 24.67 12.53 0.40 0.27 OK OK OK OK 58% 45% 48% 41 % rD tpsil ry (psi) t psi x mul rc L (psi) Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 410 Uniform TL: 610 = A Uniform Load A 0 0 R1 = 2467 R2 = 2467 SPAN =8FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 GREAT ROOM AT STAIR B-4 Date: 5/22/14 Selection 5-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions 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 Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 8.3 ft Reaction 1 LL 2595 # Reaction 2 LL 2353 # Beam Wt per ft 11.21 # Reaction 1 TL 3352 # Reaction 2 TL 3297 # Bm Wt Included 93 # Maximum V 3352 # Max Moment 6927'# Max V (Reduced) 2744 # TL Max DefI L / 240 TL Actual Defl L / 549 LL Max Defl L / 360 LL Actual DefI L / 817 Section (W) Shear (in2) TL Defl (in) LL Defl 69.19 46.13 0.18 0.12 34.63 17.15 0.42 0.28 OK OK OK OK 50% 37% 44% 44% Fb (psi) Fv (psi) E (psi x mil) Fc L (psi) Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Par Unif LL Par Unif TL Start End 640 H = 800 0 5.5 510 1 = 770 5.5 8.3 I H 0 0 R1 = 3352 R2 = 3297 SPAN = 8.3 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 B-5 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads ENTRY DOOR Date: 5/22/14 4x 10 DF-L #2 Lu = 0.0 Ft NDS 2005 Nun meanng /Area ti I = 1 .b In` HZ= 1 .b In` (1 .5) UL Uetl= <0.01 In. Beam Span 5.5 ft Reaction 1 LL 770 # Reaction 2 LL 770 # Beam Wt per ft 7.87 # Reaction 1 TL 984 # Reaction 2 TL 984 # Bm Wt Included 43 # Maximum V 984 # Max Moment 1353 '# Max V (Reduced) 708 # TL Max DefI L / 240 TL Actual Defl L / >1000 LL Max Dell L / 360 LL Actual DefI L / >1000 Section (W) Shear (in 2) TL Defl (in) LL Defl 49.91 32.38 0.02 0.02 15.04 5.90 0.28 0.18 OK OK OK OK 30% 18% 8% 9% rD (psi) r-v (psi) t (psi x mil) Fc i (psi) Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 280 Uniform TL: 350 = A Uniform Load A 0 0 R1 = 984 R2 = 984 SPAN =5.5FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 GARAGE DOOR HDR. GB-1 Date: 5/22/14 Selection 5-1/8x 18 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 10.6 in2R2= 10.6 inz (1.5) DL Defl= 0.15 in Recom Camber= 0.23 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 16.3 ft Reaction 1 LL 4523 # Reaction 2 LL 4523 # Beam Wt per ft 22.42 # Reaction 1 TL 6866 # Reaction 2 TL 6866 # Bm Wt Included 365 # Maximum V 6866 # Max Moment 27978'# Max V (Reduced) 5602 # TL Max DefI L / 240 TL Actual Defl L / 561 LL Max DefI L / 360 LL Actual Defl L / 996 Section (W) Shear (W) TL Defl (in) LL DefI 276.75 92.25 0.35 0.20 142.03 35.01 0.81 0.54 OK OK OK OK 51% 38% 43% 36% r-o (psi) t-v (psi) t (psi x mil) I-C! Reference Values 2400 240 1.8 650 Adjusted Values 2364 240 1.8 650 Cv Volume 0.985 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 555 Uniform TL: 820 = A Uniform Load A 0 0 R1 = 6866 R2 = 6866 SPAN =16.3FT Uniform and partial uniform loads are Ibs per lineal ft. Notes 20'-0" LONG PLAN 2711 BeamChek v20121icensed to: Kulshan Design Reg # 4009-67690 COVERED ENTRY PB-1 Date: 5/22/14 Selection 3-1/8x 15 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 3.6 in2 R2= 3.6 in (1.5) DL Deft= 0.14 in Recom Camber= 0.21 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 14.5 ft Reaction 1 LL 1233 # Reaction 2 LL 1233 # Beam Wt per ft 11.39 # Reaction 1 TL 2330 # Reaction 2 TL 2330 # Bm Wt Included 165 # Maximum V 2330 # Max Moment 8447'# Max V (Reduced) 1928 # TL Max DefI L / 240 TL Actual DefI L / 698 LL Max Defl L / 360 LL Actual DefI L / >1000 Section in3) Shear (in2) TL Defl (in) LL Defl 117.19 46.88 0.25 0.11 42.23 12.05 0.73 0.48 OK OK OK OK 36% 26% 34% 22% ro tpsil ry tpsil t psi x mill rc!(psi) Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 170 Uniform TL: 310 = A Uniform Load A 0 0 R1 = 2330 R2 = 2330 SPAN = 14.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Notes ABOVE PLATE PLAN 2711 BeamChek v2012 licensed to: Kulshan Design Reg # 4009-67690 OPTIONAL REAR PORCH PB-2 Date: 5/22/14 Selection 4x 10 DF-L #2 Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 1.9 in2 R2= 1.9 in2 (1.5) DL Defl= 0.08 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 9.6 ft Reaction 1 LL 720 # Reaction 2 LL 720 # Beam Wt per ft 7.87 # Reaction 1 TL 1190 # Reaction 2 TL 1190 # Bm Wt Included 76 # Maximum V 1190 # Max Moment 2855 '# Max V (Reduced) 999 # TL Max Defl L / 240 TL Actual DefI L / 751 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (W) Shear (in2) TL Defl (in) LL Defl 49.91 32.38 0.15 0.08 31.73 8.32 0.48 0.32 OK OK OK OK 64% 26% 32% 24% Fo (psi) Fv (psi) t psi x mil) Fc i (psi) Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 150 Uniform TL: 240 = A Uniform Load A 0 R1 = 1190 R2 = 1190 SPAN = 9.6 FT Uniform and partial uniform loads are Ibs per lineal ft. CLIENT: NASH & ASSOCIATES lN1 ND AND SE 15M I G DE516N DATA PROJECT: PLAN 2711 PER 2012 1BG DATE: 5/22/14 ARC H I T E Cl" S NAME: WIND DES16N GRITERIA DESIGN PER ASGE 7-10 I. NOMINAL/ULTIMATE WIND SPEED V/asd / Vult 85/110 mph 2. RISK GATEGORY II 1.00 3. WIND EXPOSURE GATEGORY "B" 4. INTERNAL PRESSURE GOEFFIGENT +/-55 5. GOMPONENT5 AND GLADDING DESIGN PRESSURE +/- I6 psf BUILDINGS, STRUGTURE5, AND PARTS THEREOF SHALL BE DESIGNED AND GON5TRUGTED IN AGGORDANGE WITH STRENGTH DESIGN, LOAD, AND RE51STANGE FAGTOR DESIGN, ALLOWABLE STRESS DESIGN, EMPIRIGAL DESIGN OR CONVENTIONAL GON5TRUGTION METHODS, AS PERMITTED BY THE APPLICABLE MATERIAL GHAPTER, 5EGTION 1604.1 BUILDINGS, 5TRUGTURE5, AND PARTS THEREOF, SHALL BE DESIGNED TO WITHSTAND WIND LOADS AS DEFINED IN 5EGTION 160cl AND ASGE 7-10 SIMPLIFIED METHOD TO BE USED FOR WIND DESIGN PER ASGE 7-10, 5EGTION 27.5 (BUILDING HEIGHT 15 LE55 THAN I(b0 FEET) 110 MPH ULTIMATE WIND SPEED USE I9.6 P5F PER TABLE 27.6.1 "EXPOSURE B" WOOD DESIGN PER 5EGTION5 2304-2306. STRUGTURE5 USING WOOD SHEAR WALLS AND DIAPHRAGMS TO RESIST WIND, SEISMIG, AND ALL OTHER LATERAL LOADS SHALL BE DESIGNED AND GON5TRUGTED IN AGGORDANGE WITH AF 4 PA 5DPW5 AND PROVISIONS OF SEGTIONS 2305-2306 SEI5MIG DES16N DATA DESIGN PER ASGE 7-10/5EGTION 1613 1. SEISMIG IMPORTANGE FAGTOR le 1.00 2. SHORT PERIOD AGGELERATION 55 1.66 *see footnote at bottom of page 3.1 5EGOND AGGELERATION 51 0.748 *see footnote at bottom of page 4. 51TE 6LA55 D (default class per IBG) 5. SPEGTRAL RESPONSE GOEFFIGENT 5M OA72 *see footnote at bottom of page 6. 5PEGTRAL RESPONSE GOEFFIGENT 5oi 0.748 *see footnote at bottom of page 7. SEISMIG DE51GN GATEGORY D 8. SEISMIG FORGE RESISTING SYSTEM PLYWOOD SHEAR WALLS G. DESIGN BASE SHEAR (see seismic calculations) 10. SEISMIG RESPONSE GOEFFIGENT GS 0.13 11. RESPONSE MODIFIGATION FAGTOR R 6.5 12. ANALYSIS PROGEDURE EQUIVALENT LATERAL FORGE 13. R15K GATEGORY II THE ANGHORAGE OF WALLS SUPPORTING GON5TRUGTION SHALL BE BE DESIGNED IN AGGORDANGE WITH A5GE 7-10, 5EGTION 12.11.2 IN STRUGTURE5 ASSIGNED TO SEISMIG DESIGN GATEGORY G-F, GOLLEGTOR ELEMENTS AND THEIR GONNECTIONS TO VERTIGAL ELEMENTS SHALL BE DESIGNED TO RESIST MAXIMUM EFFEGT5 AS 5PEGIFIED IN A5GE 7-10, 5EGTION 12.10.2.1 BASE SHEAR V= (F 5PS/R) W ANCHOR BOLTS: 5/8" DIA X 10", A307 OR BETTER W/ 7" MIN. EMBEDMENT. V= 1104#B0LT * PER U565, THE MAXIMUM 51 IN THE STATE OF WASHINGTON IS 0.748. ALL SEISMIG DESIGN VALUES USED IN THI5 ANALY515 ARE BASED UPON THI5 NUMBER. SINGE 5115 LESS THAN 0.75, THEN USE SEISMIC CATEGORY D IF RISK GATE60RY 15 I, 11, OR III 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH—ARCHITECTS. COM FRONT ELEVATION PLAN 2-7I1 n n n n Z S S-S S 5.5 -7.5 -1.5 o� RIGHT ELEVATION PLAN 2'711 MAIN FLOOR PLAN =-r I I UPPER FLOOR PLAN 2-711 LATERAL CALCULATIONS CLIENT: NASH k ASSOCIATES WIND WORKSHEET PER IBC 12 PROJECT: PLAN 2�11 DATE: 5/22/14 A R C FI 1 T 13 C'I" S 85 MPH/I1O MPH= NOMINALNLTIMATE WIND SPEED NAME: 19.6 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 Pl-4" 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS. COM LATERAL CALCULATIONS CLIENT: NASH -ASSOCIATES WIND WORKSHEET PER IHC 12 PROJECT: DATE: PLAN 2111 5/22/14 ARC [ I I T t C T S 85 MPH/I1O MPH= NOMINAL/ULTIMATE WIND SPEED NAME: Iq.6 PSF- EXPOSURE "B" 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" H—UPPER 10.5 X 17 X 19.6 = 3499 3499 li 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 CLIENT: NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: PLAN 2-711 A RCN IT F. C T S 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 - 1/2" Plywood - Trusses @ 24" o.c. R-38 Insulation - 1/2" GWB Ceiling - 0.15 #/ft 1.50 #/ft - 1.75 #/ft 2.35 #/ft 2.00 #/ft Felt - 1/2" Plywood - Trusses @ 24" o.c. R-30 Insulation - 1/2" GWB Ceiling - 0.15 #/ft 1.50 #/ft - 1.75 #/ft 2.25 #/ft 2.00 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/ft Trusses @ 24" o.c. - 1.75 #/ft R-30 Insulation - 2.25 #/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 3/4" T&G Plywood - 2.50 #/ft 3/4" T&G Plywood - 2.50 #/ft 2xI0 @ 16" o.c. - 1/2" GWB Ceiling - 2.30 #/ft 2.00 #/ft 2x10 @ 16" o.c. - 1/2" GWB Ceiling - 2.30 #/ft 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 - 2X4 @ 16" o.c. - 1/2" GWB - Total Use 2.00 #/ft 1.10 #/ft 2.00 #/ft 5.10 #/ft 8.00 #/ft 3/4" Wood Siding 1/2" Plywood - 2x6 @ 16" o.c. - R-21 Insulation - 1/2" GWB - - 2.30 #/ft 1.50 #/ft 1.37 #/ft 2.10 #/ft 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 CLIENT: NASH -ASSOCIATES SEISMIC ANALYSIS PER IBC 12 PROJECT: DATE: PLAN 2l11 5/22/14 ARC [ I I T I C 1' S NAME: 2 SEISMIC: V = (C,) (Wdl) (plywood) 2nd Level: Roof: (Asphalt / Cedar Shake) 10#/ft X 1489 sf — 14,890 or (Tile) 1.8#/ft X sf = -- Exterior Walls: L x 10#/sf x 1/2 (h) 146 x 10#/sf x 4.0 5840 (g2) Interior Walls: L x 8#/sf x 1/2 (h) 165 x 8#/sf x 4.0 5280 (1 TOTAL: = 26,010 (26.0) 1st Level: Roof: (lst 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: (I2) + 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. NAS H— ARC HITECTS. COM CLIENT: NASH & ASSOCIATES SEISMIC ANALYSIS PROJECT: PLAN 2711 A R C 11 I T E, C T S PER IBC 12 DATE: 5/22/14 NAME: BASE SHEAR: BASE SHEAR V= (F 5D5/R) W V= F (.972)/6.5= .149 3 LEVEL 2: Wdl 26.0 # x 0.149 = 3.87 LEVEL 1: Wdl 34.5 # x 0.149 = 5.14 TOTAL: Wdl 60.5 # x 0.149 = 9.01 (V) Level Dead Load Height Moment Shear ® Stor Fx = [(Wdl)(h)TV Remarks (Wdl) (h) (Wdl)(h) (Wdl)(h) 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 IL CLIENT \A R-ASOCIATE ` SEISMIC AkAtYSI PROJECT: FLAN 2-7H aRCBIIE_ETS PER me R DATE: 5/2 w4 NAME: # ƒ / co �D cc �t 9 CD QD 9 G cu y "t j � j �§ / / / \ / / 2 2 \ / / \ - \ \ / / a x x \ 2 \ 3 E- e m s z C� ® X$ o e 2 e c 2 4 e m o g 0 # o R R c R c / 2 \ % 0 / 2 2 ® / / ® ƒ / / / / R c c m c 2 o c c c c a c % o® ® CC) ® � / / % / \ / / \ / / m m w 9 0 » o It % 2 « t CC) / / / / CC) / \ \ � / \ w / ®/ / / / / \ � / \ / / / \ > $ / / / a / \ \ / y Q « Q / / / / / CC) c o / w o c c c p / / 6 6 \ 4 «w \ / / 2 / / c 9 9 m« / \ w � m / / / / CC) / / CID $ 10 2/ $ / \ � / 6 6 Q & a Q a Q Q » - o « Q o o e e « Q 3 Q 9 Q / m � 2 Q 11e44 N.E. aOt St Kirkland, #& 98033 (4 M 828- 4 i Fax (4 M 822- mm WWW.NASE-ARcmTC &C e CLIENT: NASH & ASSOCIATES SEISMIC ANALYSIS PROJECT: PLAN 2-111 A R C I-1 I T ft C T S 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 .520 1� _ 2. Maximum actual shear Vmax = Largest seismic wall shear .520 > .300 3. p = 2—[2(Vaccstory)/(Vumax)(Ab 1/2) (2) 9.01 2_ _ .520 (34.64) - 1 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASH-ARCHITECTS. COM Prescriptive Energy Code Compliance for Climate Zones 6, 5 and Marine 4 Project'Information Contact Information Plan 2711 Nash and Associates Architects 425-828-4117 ext 105 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." Authorized Representative Date Climate Zone Fenestration U-Factorb Skylight U-Factor Glazed Fenestration SHGCb.e Ceiling Wood Frame Wall9.k.1 Mass Wall R-Value' Floor Below Grade Wall`.k Slab R-Value & Depth 5 & Marine 4 R-Valuea U-Factora 6 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 21/21h 0.056 21+5h 0.044 309 0.029 309 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 l 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: ❑1. 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 C All dwelling units that are not included in #1 or #3, including additions over 750 square f t. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 1 b Efficient Building Envelope 1 b 1.0 1c Efficient Building Envelope 1c 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%2ORes%2OEnergv.pdf feet of fenestration U FQF PL1 11- CRY O f TTukwaa IT`! OF TLJK; 'ILA ❑ OCT 1 3 2015 ❑PERMIT CENTER 1.0 ❑� 0.5 *1200 kwh 0.0 1.50 14 4106xir Table R402.1.1 Footnotes For SI:' 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. 1110/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm -humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. ' The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. 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 Contact Information iu uescn tion Ket. U-factor Vihy Frame 0.30 Vin l Frame, 0.30 Vin f Frame 0.30. Vin I Frame 0.30 Vin 1 Frame = 0 30 - .; Vinyl Frame : 0 30 Vin '1`Frane 0 30` 'in 10,30` vin I Frame ' Vin, I:;Frame :,-Vin 1.Frame.. 0.30 Vin f 1=rame ` 0.30 ,. Vin F Frame 0.801. Y 1 R402.3.3 Exception (15 sq. ft. max.)0 Width Height Qt. Feet inch Feet inch 01 ME®E® ECMO ®MEMO MMEME MM ®®® MMEME NEMEMO ®MN SEE' MMEME 11 ME O MMEME SEM EEO MENEME MEN NEENEMO MENNININ MMEME MEN EME MME O MMEME MEN MMEME MMEME ®OEM® NE M IN EMEEE ®MEMO =MEMO MENE®® MMEME EMEMO MMEME Glazing Area UA 1 I®® 1 I 11 11 .11 .1 11 111 11 111 11 111 11 111 11 111 11 111 MEW 1/ 111 /1 111 11 111 11 111 11 111 11 111 11 111 11 111 1 1 1 11I mom111, 11 111 MEN11 11 //1 11 111 11 111 Sum of Area and UA 1 302.51 90.75 Area Weighted U = UA/Area 1 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 Contact Information Plan 2711 Heating System Type: To see detailed instructions for each section, place your cursor on the word 'Instructions". Design Temperature Instructions Design Temperature Difference (AT) 46 Seattle: Sea-Tac AP AT = Indoor (70 degrees) - Outdoor Design Temp 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 No Vaulted Callings In this project Above Grade Walls (see Figure 1) _ Instructions .. -- R-21 � Floors Instructions R-30 Below Grade Walls (see Figure 1) Instructions No Below Grade Walls in this project. Slab Below Grade (see Figure 1) Instructions No Slab Below Grade in this project. Slab on Grade (see Figure 1) Instructions No Slab on Grade in this project. Location of Ducts Instructions Conditioned Space ' Figure 1. Above Grade 2,711 Conditioned Volume 8.5 23,044 U-Factor X Area = UA 0.30 347 104.10 U-Factor X Area = UA 0.026 1.360 35.36 U-Factor Area UA U-Factor Area UA 0.056 2,400 134.40 U-Factor Area UA 0.029 1,240 35.96 U-Factor Area UA F-Factor Legth J UA F-Factor Length UA Sum of UA Duct Leakage Coefficient 1.00 309.82 Envelope Heat Load 14,252 Btu / Hour Sum of UA X AT Air Leakage Heat Load 11,448 Btu/Hour VolumeX 0.6XATX.018 Building Design Heat Load 25,700 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 25,700 Btu I 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 (07101113) City of Tukwila Building Department Sapphire Homes 13418 Military Road S. Permit Application Number- D15-0272 1. Geotech report to be submitted to the city by applicant 2. Footing drain tightline shown on site plan per approved short plat drawings 3. See revised note on G1 4. Elevations renamed. Maximum height shown on site plan and height restriction numbers shown on site plan 5. This jog has been removed from the detail 6. Dimensions shown and revised on G1 7. All plans wet stamped, signed, and dated. Mike Johnson Nash and Associates Architects (425) 242-7490 com WIS ORRECTMH D1 9 0 0�41a NOV 2 5 2015 PERMIT CENTER City of Tukwila Department of Community Development November 13, 2015 TROY SCHMEIL 16834 SE 43RD ST BELLEVUE, WA 98006 RE: Correction Letter # 1 COMBOSFR Permit Application Number D15-0272 SAPPHIRE HOMES - 13418 MILITARY RD S Dear TROY SCHMEIL, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size I Ix17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" to be stamped and signed. [Electronic copies shall not be approved.] (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Please provide a Geotechnical soils analysis report of the site by a registered geotechnical engineer. Evaluation shall include load -bearing values of site soils for footings and shall include methods for footing preparation due to the typical soft soils observed in this area or location. Report shall provide recommendations for a footing drainage system including separate recommendations for roof drainage system. Engineering/architectural calculations for footing soils load bearing specifications shall be consistent with the geo-tech report. 2. On the site plan, provide plan details to identify a footing drain or crawl space water discharge system along with roof drainage system and 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 R401.3, R405.1, R408.6) 3. On any new footing drain detail(s) and sheet G1 details, shall show gravel to extend at least 1 foot beyond the outside edge of the footing and 6 inches above the top of the footing and covered with an approved filter membrane material. Perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock at least on sieve size larger than perforation and covered with not less than 6 inches of the same materials. 4. On the elevations sheets, show the sides of the house as North, East, South and West. Provide dimensions for the height of the house measured from the average finish grade 6 feet out or at the property line to the mid portions of the top roof. Mid -point of roof shall be from the top plate to the top of the roof peak. That height shall not exceed 30 feet. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 5. Please provide clarification for the detail of the stem wall plan view detail I/L-1 showing a jog in that detail. It is not clear and I could not find on any plan views identifying the purpose for that detail or what it is for. 6. The crawl space shown on sheet G-1 shows the dimensions for the crawlspace 18 inches from top of bottom cord of "I joist". Revise to show a minimum of 18 inches measured from the bottom of floor joist to the finish grade of crawl space and a minimum of 12" between bottom of beams or headers. Also adjust the measurement for the maximum 48" Unbalanced. 7. All documents and plan sheets produced by an architect or engineer shall have "wet stamp" and "wet signatures" on each sheet and front cover of the calculations. (See General Note above) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 433-7165. Sincerely, 1R/ Rachelle Ripley Permit Technician File No. D15-0272 6300 Southcenter Boulevard Suite #100 e Tukwila Washington 98188 • Phone 206-431-3670 a Fax 206-431-3665 dERMIT COARD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0272 DATE: 04/14/16 PROJECT NAME: SAPPHIRE HOMES SITE ADDRESS: 2906 S 135 ST Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: AS iff Building Division Ajo'\ " 4—tcl—f Fire Prevention It Planning Division a �s Nll+- - . 4 Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 04/19/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/17/16 Approved Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 ,IERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0272 PROJECT NAME: SAPPHIRE HOMES SITE ADDRESS: 2906 S 135TH ST Original Plan Submittal X Response to Correction Letter # 1 DEPARTMENTS: k WG 1� Building Division J Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approvallreview required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DATE: 12/2/15 Revision # before Permit Issued Revision # after Permit Issued Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ DATE: 12/3/15 Structural Review Required ❑ DATE: DUE DATE: 12/31/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) MEN W Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Plug ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0272 DATE: 10/15/15 PROJECT NAME: SAPPHIRE HOMES INC SITE ADDRESS: 13418 MILITARY RD S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # DEPARTMENTS: Nof-f-00i Building Division -�gyk AWC [0-DA--13- lic Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval review required) REVIEWER'S INITIALS: Revision # after Permit Issued W K4& [1l [ Fire Prevention Structural ❑ Planning Division Permit Coordinator ❑ DATE: 10/15/15 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/12/15 Approved 1:1Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 70 12/18/2013 PROJECT NAME: 3 SITE ADDRESS: o S M- Sd— PERMIT NO: 1� / S — (� ORIGINAL ISSUE DATE: REVISION NO. DATE RECEIVED H- L— STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southeenter 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. Date: Ll A116 Plan Check/Permit Number: (� _ 0 2-7 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # t after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 13 /�n1(i��M w -� 2 �Q a pr1C� Project Address: 13541, 54 Tu�u�(a �iffl6 Contact Person: R 0t," 6CG Phone Number: ' GC 3174 Summary of Revision: Sheet Number(s): C(5V<.r , A I ,A 2— "Cloud" or highlight all areas of revision includin Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on date of revision RECEI LA APR 14 2016 PERMIT CENTER W:Ter"t CenterJemplates\Forms\Revision Submittal Form.doc Revised. August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: ham://www.Tukwi]aWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: i I �� Plan Check/Permit Number: dResponse to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ProjectName: 5 /i c i Project Address: U—P J S� Contact Person:—P'J Phone Number: Sum ry of Revision: J IRECE C"YOr> t� I 10 2 v 1 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: _��� ILL® ��rAM ❑ Entered in TRAKiT on 1 ,4605148th Suite 100 a Seattle, WA 98768 Phone. (206) 242-3236 fax. (206)242-1527 i CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY Residential. $ S0.00 Commercial: $100.00��- ,PI" 'Certificate of Sewer Availability OR C Certificate of Sewer Non -Availability Part A: (To Be Com�lettl BV �ppIcant l CITY OF TU i4 Purpose of Certificate: 177 Building Permit ❑ Preliminary Plat or PUD OCT 13 '"Short Division ❑ Rezone ❑ Other HERMIT ['F Proposed Use: [] Commercial Residential Single Family [`_j Residential Multi -Family ❑Other Applicant's Namee�¢. Phone Number Property Address 113ql r` + Tax Lot Number 73� 0O 11 16 Legal Description (Attach Map and legal Description if Necessary); 114 1, Bloak t/, AIV&r?64\ acre IZ0, s, 0.e-Z.*rJtAj fit, Pl.�+ rtcerde rit vnlaat. f+/ Ca'�s /b8 e'n �h Ca.,n i Part B: ( Tc be Completed by Sewer Agency) 1. A Sewer Service will be provided by side sewer connection only to an existing 6 +` size sewer ® feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) = feet of sewer trunk or lateral to reach the site; and/or ❑ (2) The construction of a collection system on the site and/or i CI (3) Other (describe) 2. Must be completed if 1. b above is checked (7 a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, F t OR C• b. The sewer system improvement will require a sewer comprehensive amendment. 3' The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District. OR r a. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following; l a. District Connection Charges due prior to connection: Permit $ �� GFC: $ IS-5-0 o SFC: $t Unit: $ — Total $ L 3 (Subject to Change on January 1 st) Either a King County/METRO Capacity Charge, SWSSD or Midway Sewer District Connection Charge may be due upon connection to sewers. b. Easements: ❑Required.2r<ay be Required c. Other i I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. By T itie [ O - 31, T-Z n.+'n Date D WILA 115 TER ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NOWAVAILABILITY The following terms and conditions apply to the attached Valley View Sewer District ("District") Certificate of Sewer Availability/Non Availability ("Certfficate") 7. 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 Ming County Department of Development and Environmental Services, icing 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 upon availability 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. RECEI'; ED CITY OF TUKWILA l acknowledge that l have received the Certificate of SewerAvallabilityMon -Availability and this attachment, and fully understand the terms and conditions herein. OCT 13 2015 PERMIT CENTER I Applicant's signature i Date LFacility Chars 0r1 � m Facility Charge to incrresgJn S After 17 years with no change in either the General Facility Charge (GFC) or the System Facility Charge (SFC) Valley View will be increasing both the GFC and SFC in 2015. The GFC which has been set at $850.00 since 1997 will go up to $4,033.00. The SFC which has been set at $1900.00 since 1997 will go up to $8,100.00. The SFC, however, will be limited in use. Most new connections to sewers will only be required to pay a GFC. This is intended to give you notice of this planned increase in connection charges. Please take this information into consideration when budgeting for future projects which will require connection to sewers. These new charges will take effect on April 1'l, 2015. 015 6 OZI 700 Pity of Tukwila Department of Community DeveJ 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43I-3670 Web site: htYp;/;vrww.TukwilaWAgo_v CEnfIFICATE OF WATER AVAg,ABILITY PERMIT NO.: Part A: To:be com feted by applicant Site address (attach map and legal description showing hydrant location and size of main): j owner tntormation Name: entlConfact person ,Name: Address:S 5 E 43rd S:i � ��` Address: :Phone: �.�. _ Phone:C� C `�Lcl� ✓ TL This certificate is for the purposes of. ❑ Residential Building Permit ❑ Preliminary Plat ❑ Commercial/Industrial Building Permit ❑ Rezone ❑ Short Subdivision ❑ Other Fstimated num her of service connections and water meter size(s): ......... _____.. Vehicular distance from nearest hydrant to the closest point of structure is ')-0 R Area is served by (Wa;i;T lity District): __ 1,2 7 wnerJA�/ent Signature � ���^ f � Date Part B: To be cam leted by water utility district I. The proposed project is vdthin i u u. e k i ,p (Citylcounty) 2. Lvff NO improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet th minimum flow requirements of the project before connection and to meet the State cross cannectinn control requirements: e (Use separate sheet 00re room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of �} ppm at 20 psi residual fir a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. �(� i, 7 G b. lr. l a'r E Wateravailabitity: ��TY OF TUK'WILA Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. ® System is not capable of providing service to this project. OCT 13 2015 HERMIT CENTER I hereby certify that the above information .is true and correct. Agen ,ftone gy 2.,/2 95 40 Date E"xP, sz.es C3-c7-If.) This certificate is not valid without Water District 125's attachment entitled "Attachment to Certificate of Water Availability" t 3 Wv. Availability.doc ..�-- �. t�2'i2 C41 L Certificate of Water k-Vailability King County Water - District No. 125 w. fo,!Vvving terms and conditions aPP1Y to the attached Certificate of Availability 1. This Certificate of Water Availability is valid only for the real property referenced herein for the role purpose of submission to the, City of Tukwila ('City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. Z The Di9trict makes no representations, expressed or Implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City, or any other applicable land use jurisdicti or govemmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. I 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4, Application for and the possible provision of District utility service to*'014 OF TU'lKWILA real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real OCT 13 2015 property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other PERMIT CENTER policies and regulation n in effect. Applicants Signature Date W-0-1 F)istrio Representative 14 Date DI5.OZ'12 CALLIDUS DEVELOPMENT INC Page 1 of 2 Home Inido e11 l;spafiol Contact Safety Claims & Insurance Washington State Department of Labor & Industries CALLIDUS DEVELOPMENT INC Owner or tradesperson 16834 SE 43RD ST BELLEVUE, WA 98006 Principals 425-818-8829 SCHMEIL, TROY JOHN, PRESIDENT KING County SCHMEIL, ANGELA MARIE, SECRETARY Doing business as CALLIDUS DEVELOPMENT INC Search L&I 1xW A-Z Index Help My Secure. LAI Workplace Rights Trades & Licensing WA UBI No. Business type 602 406 904 Corporation Governing persons ANGELA SCHMEIL TROY SCHMEIL; 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. CALLID1881MZ Effective — expiration 07109/2012— 07/09/2016 Bond Wesco Insurance Co $12,000.00 Bond account no. 46WB000496 Received by L&I Effective date 07/09/2012 07/09/2012 Expiration date Until Canceled Insurance Western Pacific Mutual Ins Co $2,000,000.00 Policy no. W PGL4600056615 Received by L&I Effective date 10/02/2015 10101 /2015 Expiration date 10/0112016 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602406904&LIC=CALLIDI881MZ&SAW= 12/15/2015 C,ONTF2 NNE F::Z: S/L_1'FFHIf:::Z'E HOMES I TECT: NA-,,SH AND ASSOC, I /s\TES ..1.16-44 NE'E)OTH. STREET K I fizKL�ND, W� GgO�� (425) P�2,E5-411-7 FXT. 105 ARC..,H I TEC.,TS N.F.M. SINGLE FAMIL--r R'ESI�ENCF E30NUS TOTAL 2-711 C- A F;;,' A r--:: 7 F -40:2 C 0 2012 NASHINC_-_-2TON STATE ENERC-_-_.2--r C-,ODE ,0E)FS USEE�): TABLE OF C--.,ONTFNTS: SHEET— ST'ELEVATIC)NS AI* FAST ANC NF A2 NORTH ANE) SOUTH ELEVATIONS A5 FOUNE)AT I ON. FLAN MAIN FLOOfzZ FLAN A5 UFFFR FLOOR PLAN A& E30NUS ROOM FLOOR FLAN A-7 ROOF FRAM ING2 FLAN AO B U I L I N C:2 SECTION LI LATERAL FLANS ANC SETA ILS T-1-`FI-C__.,AL NALL FAG_-2E No Char)CPS shall be —made to the scope of kAJOrk Without prior approval of Tu!'l.-Ma Building Division. NOTE: Rovizicns val require a new plan submittal and may involude, additional plan review fees. FILE COPY Permlit No. 0_IX7_ 7, Finn r "i0v,,'@P!)FMQA is subject to errors and cirnlcdor,3. P1Y3VPJ cf conAruc�,Non dcycuments d000s, n0t' &U"LhGJ"y_-3 P19 dopy od COdo or of apprevcr,", Fio!d Copy By: Date: MY of Tokwila BUILDING DIVISION S P19A,r1 ,rlA, T-p EMAITRE UIrRED FOR. ®'7iechanfCal fcCtrical lumbtrtg W-as.pipiq C"Y Of of T Tuktvffa Ifu F-ca"' .REVIEWED FOR CODE COMPLIAN,05 APPROV�Q' APR 2 5 2016 City' of T"UkW11,4V BUILDWG DIWS!q!�J This set of coraW bc-, kept at the eke e . . Inspecilo of a auly a7ft w. �� r a 4'« IXKAI�,Elutlll miraftshad ano qha!,l bia .100ma 0iticial BUILDING DIV ISI RECTUKWILA CITY OF APR 142016 PERMIT CENTER No changes q t),% Ole) to the scope es of work with lot approval of C n !vision. NoT 'a-r" p'Z7j 7. . 5 � yc" q�- I 12 REGI T GA MAS NASH STA EOFWASHINGTO Cn U C) con U Al N P4 cr.) z lu Y_ < > J tu 0 drcivqn by: Mkq1J ch®clod by: (foe 0 R V 0 T L 1 1 1 L A MIT CEN Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notifled of any variations from the dimensions and/or conditions shown on these 4drawlnc3s. Any such variation shall be resolved by the Owner prior to Ur n with the work, or the Contractor shall accept Urn responsibility for the cost to rectify same. NOTES: I. ALL WOOD EXP05ED TO NEATHER SHALL BE PRESSURE TREATED OR CEDAR. 2. CAULK ANL:> SEAL ALL NINDO1,14/00011'2 AND EXTERIOR ENVELOPE PENETRATI ON5. 3. GLAZING PER STATE ENERGY CODE. 4. SEPERATE PERMITS ARE REOU I RED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRICAL. 5. PROTECTION FROM DECAY 15 REOU I RED FOR ALL NOOL7 51 D I NG AND NALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE NEATHEfi2 6. REFER TO ALL ELEVATIONS FOR T'rFICAL NOTES. 7. S.G. = SAFETY GLASS 1=Lr°ti'SF-+I NG i�IOTB i�BR 20I 2! i R?G i�—iOB 2X6 TRii 5/4X6 TRI 2X6 TRII y4I N1>C V4 TFtI M =r=TA I L sv 60NMRA4 NOl HS SCALE:. t/Z" r I'-o" APPROVED CORRO510N—RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN 51,lGH A MANNER TO PREVENT ENTRY OF HATER INTO THE NALL CAVITY OR PENETRATION OF HATER INTO THE BUILDING STRUCTURAL PRAM I NG COMPONENTS THE FLASH GNO SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RE515TANT:FLA5HIN(S, SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: I. EXTERIOR NINI:;5ON AND DOOR OPENINGS. FLASHING AT EXTERIOR NINDON AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR NALL FINISH OR TO THE HATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO HALLS 5. UNDER AND AT THE ENDS OF MASONRY, NOOD, OR METAL GOPINCS AND SILLS 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5. NHEtRE EXTERIOR PORCHES, DECK5, OR 5TAIRS ATTACH TO A NALL OR FLOOR ASSEMBLY OF WOOD FRAME GONSTRUCTI ON 6. AT NALL AND ROOF INTERSECTIONS 7. AT BUILT IN GUTTERS :2012 ASEG NOTES c r1 _ 1 t�t,4TB ZcaNE 5 AN1.7 N'iAI-Q I NE 4* `- YLI6HT 6LA ED r-OLINcS WOOD FRP�MED FLOOt2 BELOW 6izADE sLAB R-VfaLUE FENESTRATION U-FAGTOF2 FENESTRATION R^VALUE WALL R LUE -VA R VALUi= WALL R^\/ALUE AND r L"pTH U-[tAGTOR SHGG R-2I R_gd t0/IS R-10, 2 FEET o.�o o.so NFz-` (R-0a \/AULT'EI7j ALL WINDOW HEADERS TO BE INSULATED W7 R-10 INSULATION. H\/A .: TABI r- 406.2 ENERGY OREDIT9 HOUSES BETWEEN I500 SCxFT AND 5000 SQF i REQUIRE 1.5 G}2EDIi'S OPTION CREDIT(S) OI�TION 4� ; L HEAT e AND COOLING, SYSTEM COMPONENTS 1.0 INSTALLEED INSIDE THE CONDITIOiVED SPACE. ALL COMERisTION EQUIPMENT SHALL BE DII;W:CT VENT OR SEALED GOMWSTION. oF>-rION 5A 0.5 ELEGTRI0 WATER HEATER vw/ A MIN. OF EF OF .53 INSTALL PR06RAMMABLE THERMOSTAT TO CONTROL HVA-, 5YSTEM L I &HTI ICI& REOU I EI" ENTB : SECTION 404 - ELECTRICAL POVZR d L16HTING SYSTEMS 404.1 Interior Lightin A minimum of -15 percent of all luminaries shall be high efficacy luminaires. VENTILATION: MI5O7.9 INTERMITTENTLY OPERATING VENTILATION 5Y5TH». Tie DEI.IVE mm VENTILATION RATE FOR INTERMITTENTLY OPERATING VENTILATION SYSTEMS 5hIALL BE THE COMBINATION OF ITS DELIVERED CAPACITY FROM TABLE MIWI.9.5 (1), AND IT'S VENTILATION Ef EGTIVENE55 AND DAILY FRACTIONAL OPERATION TIME FROM TABLE MI501-16V:0 AIR INI=ILTRATION: PERFORM BUILDING AIR LEAKAGE TEST (BLOYeR DOOR TEST) IN ACCORVANCE TO YtSEC PROVIDE DUCT SEALING AFFIDAVIT (IF APPLICA61-E) ALL HOT WATER PIPES IN UNHEATED 5PACE5 MUST BE INSULATED KITH R-4 INSULATION PER 2012 A5EG 5EG405.4.2 2XIO BARGE BOARD N/ I X3 TR I M ® ALL GABLE ENDS - BOARD AND BATTEN 51 D I NG= I X5 BATTENS C9) 16" O.G. 1^V PLYWOOD OR HARD I -PANEL BEHIND FRAME OUT CABLE END 611 IX5/4 CORNER CEDAR 5HIN0LE 51DiNG NHERE 5HONN 2XIO BAND 4X8 BRACKETS 2X12 TRIM S" EXPOSURE HORIZONTAL SIDING NHERE 5HONN CULTURED STONE VENEER W/ CONCRETE SILL INSTALL PER .MFD. SPEC I F I GAT I ON5 TREATED PLYWOOD BEHIND ALL AREAS KITH STONE INSTALLED PER 2012 I RG CH. -7, TABLE R705.4 AND R703.7. DETAIL PROVIDED BY STONE MANUF. CONTRACTOR TO PROVIDE 5PEG5. ON SITE FOR INSPECTOR 5TONE 15 TO BE ADHERED PER MANUF_ SPEG5 ONE LAYER OF NO. -1 ASPHALT FELT FREE OF HOLES AND BREAK5, COMI KITH ASTM D 226 FOR TY SHALL. BE APPLIED OVER EXTERIOR 5HEATHINCv. WRAP NINOON AND DOOR OPENINGS KITH NATERBLC FLASHING MATERIAL OR S PRODUCT SEE GENERAL NOTES ^EST L X AT I ®I 5EE CGENERAL. NOTES SCALE: 1/4"' = P—O" ASPHALT COMP. SHINGLES ON 15# FELT MAXIMUM HEIGHT TO METAL FASCIA GUTTER ROOF MI>D-POINT � 3g5.00' ACTUAL ROOF MII;�-POINT BONUS P.L. PIN. PLR. $ONUS UPPER FLOOR P.L. FIN. FLR. UPPER MAIN FLOOR P.L. PIN. PLR. MAIN ® 366.00' AVERAr5r= FINAL GRADE ADDRE55 NOTE: ADDRESS NUMBER5 SHALL BE A MINIMUM 4" HIGH KITH A MINIMUM STROKE NIDTH OF 1/2" AND TO BE ON A CONTRASTING BACKGROUND PER IRG 51q.1 .L. SC>NLP5 _OOR P.L. UPPER :)OR P.L. MAIN MAIN 1250 E30NU5 655 TOTAL 2-711 cSPARA0E 402 APR 2 5 2016 'W City i Tuwily 811JILDING DIVISION RECEIVE® CITY OF TUKWILA APR 14 2016 PERMIT CENTER 2512 RAG S CT THOMAS NA H ATE OFWASlilNG N C/) P4 z J CJ Cj 0 Z Tro a > OL OL �� o 0 r�v[s Ions drown by MNIJ A45 MIT CNTER TABLE Rt07.2 FASTENER SPACING FOR A SOUTHERN PINE OR HEM -FIR DECK LEDGER AND A 2-INCH-NOMINAL SOLID -SAWN SPRUCE -PINE -FIR BAND JOIST"" dent, rtaaA innri - i n nSfl COMMONLY USED RESIDENTIAL BUILDING CODES INTERNATIONAL RESIDENTL4L CODE (2012) Form revised 8/2013 NOTE: The following codes are taken verbatim from the code book. When the residential (R Occupancies) requirements need clarifying, a paraphrased italicized sentence will follow the code or the appropriate sentence will be in bold type. DECK FRAMING 22. DECKS Section 507 IRC 2012; Table R507.2; Sections 507.2.2, 507.2.3 & Table R507.2.1 (Washington State amendments) R507.1 Decks Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads. Such attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. Where positive connection to the primary building structure cannot be verified during inspection, decks shall be self supporting. For decks with cantilevered framing members, connections to exterior walls or other framing members shall be designed and constructed to resist uplift resulting from the full live load specified in Table R301.5 acting on the cantilevered portion of the deck. R507.2.1 Placement of lag screws or bolts in deck ledgers and band joists. The lag screws or bolts in deck ledgers and band joists shall be placed in accordance with Table R507.2.1 and Figures R507.2.1(1) and R507.2.1(2). R507.2.2 Alternate deck ledger connections. Deck ledger connections not conforming to Table R507.2 shall be attached with approved fasteners having equivalent withdrawal capacity or be designed in accordance with accepted engineering practice. Girders supporting deck joists shall not be supported on deck ledgers or band joists. Deck ledgers shall not be supported on stone or masonry veneer. R507.2.3 Deck lateral load connections. The lateral load connection required by Section R507.1 shall be permitted to be in accordance with Figure R507.2.3. Where the lateral load connection is provided in accordance with Figure R507.2.3(1), hold-down tension devices shall be installed in not less than two locations per deck, and each device shall have an allowable stress design capacity of not less than 1500 pounds. Exceptions: 1. Decks not more than 30 inches above grade at any point may be unattached. 2. Where a new deck is being added to an existing structure, the lateral load connection required by Section R507.1 shall be permitted to be in accordance with Figure R507.2.3(2). R507.3 Wood/plastic composites. Wood/plastic composites used in exterior deck boards, stair treads, handrails and guardrail systems shall bear a label indicating the required performance levels and demonstrating compliance with the provisions of ASTM D 7032. Composites shall be installed in accordance with manufacturer's instructions. R403.1.1 DECK FOOTINGS OR PADS. Table R401.4.1 IRC 2012 The size of footings supporting piers and columns shall be based on the tributary load and allowable soil pressure in accordance with Table R401.4.1. Attached deck foundations shall meet the same frost depth requirements as a residence. (30 inches below grade) Posts shall be anchored to ensure against uplift and lateral displacement. EXTERIOR SHEATHING EXISTING STUD WALL EXISTING 2X BAND JOIST OR ENGINEERED RIM BOARD 2" MIN. 1-518° MIN. 5" MAX. 2' MIN.- / _ FLOOR FRAMING- _:;: ;: •" ON FOUNDATION WALL '�� For SI: 1 inch =25.4 rn- DECK JOIST LAG SCREWS OR BOLTS JOIST HANGER FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS FLOOR SHEATHING NAILINGAT 61N. MAXIMUM ON-CENTERTO� JOIST WITH HOLD-DOWN FLOOR ForSI: t Inch =25.4mm e:. I'll s drYtaN Is appiicat joists are paralle o IS. 2' mii Floor FIGURE 507.2.3 DECK ATTACHMENT FOR LATERAL LOADS Figure R507.2.3(2) HOLD-DOWN OR SIMILAR TENSION DEVICE DECK JOIST Siding Sheath'ing . Flashing for Water tightness Decking Deck joists Table R502.3.1(2) Approved joist hangers Pressure treated 2x ledger With fasteners per IRC Table R507.2 Holddwn device min 75V GaPSCIV ;et .4locations, evenly distributed along deck & 1 vrtl# .in 2 of each end of the ledger. Holdowsi devices Ghali fully engage decklolsL A fuily threaded 318" diameter lag screw predrtifed wlmin 3" penetration to tap plafe, studs, or header. JOIST SPAN 6' and less 6'1"to 8' to 10' 10'1" to 12' 12'i"to 14' 14'1" to i6' 16'1"to i B' Connection details Connection On -center spacing of fasteners" - t/2 inch diameter lag screw with 15/winch 30 23 18 i5E lI i0 maximum sheathing' 36 36 34 29 21 19 11, inch diameter bolt with rs/,x inch maximum sheathing 1/2 inch diameter bolt with is/,,inch maximumm 36 36 29, 24 21 18 16 sheathing and r/, inch stacked washersb'' For SL• 1 inch = 25.4 mm, I foot = 304.8 mm.1 pound per square toot = u.- r y tcr-a. a. The tip of the lag screw shall fully extend beyond the inside face of the band joist. b. The maximum gap between the face of the ledger board and face of the wall sheathing shall be t/z inch. c. Ledgers shall be flashed to prevent water from contacting the house band joist d. Lag screws and bolts shall be staggered in accordance with Section R507.2.I. e. Deck ledger shall be minimum 2 x 8 pressure -preservative -treated No. 2 grade lumber, or other approved materials as established by standard engineering practice. E When solid -sawn pressure -preservative -treated deck ledgers are attached to a minimum I -inch -thick engineered wood product (structural composite Iumbet, laminated veneer lumber or wood structural panel band joist), the ledger attachment shall be designed in accordance with accepted engineering practice. g. A minimum I x 91/2 Douglas Fir laminated veneer lumber rimboard shall be pe in tted in lieu of the 2-inch nominal band joist b. Wood structural panel sheathing, gypsum board sheathing or foam sheathing not exceeding 1 inch in thickness shall be permitted. The maximum distance between the face of the ledger board and the face of the band joist shall be 1 inch. TABLE 507.2.1 :_ .........., r�cnts lenr_eefC nUrl C2AAIr1 _tnt!iTS PLACEMENT Ul- uaLa Low ■I , ." -"--•- _---- -- - - MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING Ledgeta 2 inchesd 3/4 inch 2 inchesb 1 518 inchesb Band Joist' 3/4 inch 2 inchese 2 inchesb 15/8 inchesb ror 61: t mcn = ZZ).g mug • a Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.2.1(1). b. Maximum 5 inches. c. For engineered rim Joists, the manufacturer's recommendations shall govern: d. ' . The minimum distance from bottom row of lag screws to the top edge of the ledger shall be in accordance with Figure R507.2.1(1). e. The 2 inches maybe reduced to 3/4 inch when the band joist is directly supported by a mudsill, a header or by double top wall plates 5" MAX. O 2"MIN. LEDGER For Sl: 1-inch = 25.4 mm. STAGGER FASTENERS N� �^ IN 2 ROWS ® 5.5" MIN. FOR 2 X 8* 'DISTANCE SHALL BE PERMITTED TO 6.5" MIN. FOR 2 X 10 BE REDUCED TO 4.5" IF LAG SCREWS > 7.5" MIN. FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X 8 LEDGERS TO 2 X 8 BAND JOISTS. LAG SCREW OR BOLT 314" MIN. FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS 2012 INTERNATIONAL RESIDENTIAL CODE' t"12" Greater than 30" requires approved Guardrail Grade 2H" X 2_!_" concrete Footing NOTE: 30" Frost Depth TYPICAL DECK PLAN VIEW Residence ( FRONT ELEVATION i— Less than " X b Floor Joist X Girder Positive Anchors �'-Q"— Concrete Footing & Pier �L Rebar 11 " X H = Post 12�" Concrete Pier Less than " REVIEWED FOR CODE COMPLIANCE l ' APPROVED APR 2 5 20% CifY Of TukWila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 14 2M6 PERMIT CENTER X �_" Decking 2 " X_" Floor Joist a 24 " O.C. 3I0". L ° X 42 Girder Beam SIDE ELEVATION " X 8= Floor Joist X 1_" Girder -r X Post Grade GAR ST VJ • P4 T4 tu tH Q. dote: permit: 5-22-14 revisions: 11-20-15 city rovieavq drawn by mvq-j NOV 2 5 2015 ERMIT CENTER 1Nrltten dimensions on this drawing shall have precedences over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept ull respons►bility for the cost to rectify same. NOTES: 1. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. 2. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 5. GLAZING PER STATE ENERGY CODE. 4. SEPERATE PERMITS ARE REQU I RED FOR FENCES, PLUMBING, MECHANICAL, AND ELEGTRIGAL. 5. PROTECTION FROM DECAY IS REQUIRED FOR ALL WOOD S 1 D I NG AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND 51MILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. -1. S.G. = SAFETY GLASS FLASH I N0 NOTE FER 2012 IRG R-705 2X6 TRIi` 5/4X6 TR11' 2X6 TR11` YNI'NI=)QYN TKIM EPETAIi_ See cSEN� NOTM5 saALe. 1/2" - V-O" APPROVED GORROSION-RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL GAV 1 TY OR PENETRATION OF WATER INTO THE BUILDING STRUCTURAL FRAMING COMPONENTS THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FIN 1 SH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS 5. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION 6 AT WALL AND ROOF INTERSECTIONS -7. AT BUILT IN GUTTERS 2012 ASEC NOTES *CLIMATE ZONE 5 ANEP MAKINE 4* FENE5TRATION SKYLIGHT GLAZED CEILING WOOD FRAMED FLOOR BELOW GRADE SLAB P.-VALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE AND DEPTH SH6G 0.50 0.50 NR R-4G R-21 R-50 10/I5 R-10, 2 FEET (R-55 VAULTED) R-21 +TB ALL iNINDOW HEADERS TO BE IN5ULATED W/ R-10 I1451JLATION. HYAG: TABLE 406.2 ENERGY CREDITS HOU5E5 BETWEEN 1500 50PT AND 5000 50FT REQUIRE 1.5 CREDITS OPTION GREDIT(S) OPTION 4 ALL HEATING AND COOLING SYSTEM GOMPONENT5 1.0 INSTALLED INSIDE THE CONDITIONED SPACE. ALL GOMBU5TION EQUIPMENT SHALL BE DIRECT VENT OR 5EALED COMBUSTION. OPTION 5A ELEGTRIG WATER HEATER W/ A MIN. OF 0•5 EF OF .05 INSTALL PROGRAMMABLE THERMOSTAT TO CONTROL HVAG SYSTEM L 1 OHT I NCB REOU I RF�MPNT5: SECTION 404 - ELECTRICAL POWER 4 LIGHTIN6 SYSTEMS 404.1 Interior Lighting A minimum of *15 parrant of all luminaries shall be high efficacy luminaires. VENTILATION: MI50i.5 INTERMITTENTLY OPERATING VENTILATION 5Y5TEMS. THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY OPERATING VENTILATION SYSTEMS SHALL BE THE COMBINATION OF ITS DELIVERED CAPACITY FROM TABLE M150i.5.5 (1), AND ITS VENTILATION EFFECTIVENESS AND DAILY FRACTIONAL OPERATION TIME FROM TABLE miser .s.s(2) AIR INFILTRATION: PERFORM BUILDING AIR LEAKAGE TEST (BLOWER DOOR TEST) IN ACCORDANCE TO WSEC PROVIDE DUCT SEALIN6 AFFIDAVIT (IF APPLICABLE) ALL HOT WATER PIPES IN UNHEATED SPACES MUST BE INSULATED WITH R-4 INSULATION PER 2012 W5EC 5EC405.4.2 2X10 BARGE BOARD W/ IXS TRIM ® ALL GABLE ENDS - BOARD AND BATTEN SIDING- I XS BATTENS 16" O.G. W/ PLYWOOD OR HARD I -PANEL BEHIND I X5/4 CORNER CEDAR SHINGLE SIDING WHERE SHOWN 2x 1 O BAND 4X8 BRACKETS 2X12 TRIM 0" EXPOSURE HORIZONTAL SIDING WHERE SHOWN FRAME OUT GABLE END CULTURED STONE VENEER ' W/ CONCRETE SILL INSTALL PER MFD. SPECIFICATIONS TREATED PLYWOOD BEHIND ALL AREAS W 1 TH STONE INSTALLED PER 2012 IRG CH. -1, TABLE R-105.4 AND R-105.7. DETAIL PROVIDED BY STONE MANUF. CONTRACTOR TO PROVIDE SPECS. ON SITE FOR INSPECTOR STONE 15 TO BE ADHERED PER MANUF. SPECS ONE LAYER OF NO. -1 ASPHALT FELT FREE OF HOLES AND BREAKS, COM WITH ASTM D 226 FOR TY SHALL BE APPLIED OVER EXTERIOR SHEATHING WRAP WINDOW AND DOOR OPENINGS WITH WATERBLC FLASHING MATERIAL OR PRODUCT r-AST E:0Lr=\/A710N SEE GENERAL NOTES SEE GENERAL NOTES SCALE: 1/4" = P-O" ASPHALT COMP. SHINGLES ON 15# FELT MAXIMUM HEIGHT TO METAL FASCIA GUTTER ROOF MID -POINT � 3g5.00' ACTUAL ROOF MILT -POINT BONUS P.L, I t- FIN. FLR. BONUS UPPER FLOOR P.L. FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN c� 366.00' ,AVERAGE FINAL GRADE a 565 b0' ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING BACKGROUND PER IRG 51 cl.1 Z. BONUS =LOOK P.L. UPPER _OOR P.L. MAIN 5aUARE SOOT OAS MA I N L)f=FER I2E30 TOTAL 2-7I I �ARA r-5,E 402 i REVIEMD FOR CODE COMPLIANCE APPROVED DEC 0 9 2015 City of Tukwila B4JILDIN[-. nn/minke 25 REGISTER ARCH CT GARY �MAS NASH STATE OF WASHINGTON g VJ w • • g z .y 1� V V/ O � 0 UI � Z 0 0 L date : 5-22-14 permit: revisions: drawn by MN-1 chec4ced by: Al O F= A,, -I Z„i F`. NOV 2 5 2015 PERMIT CENTER RRG DM va CA) -Czl P4 Go C/) z T -A &ate-,: 5-22-14 permit: drawn by checked by: MN-j NOV 2 5 2015 PERMfT CENTER I 251 REGI ARC STATE OF VON U 010 ei V-4 vz - O L I dotc: 5-22-14 drawn by MN-i checked by: F--: F NOV 2 5 2015 SHVEAR YNAL.L.L SCi-4m]PUL m loan 20I2 MCI CvENERAL NOTE5, SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWN5. LOCATE HOLDOWN5 AS CLO5E AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOEDOWNS, ANCHOR BOLTS, YVASHEf25, d NAILS IN GONTAGT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL SPACING SILL OPTIONAL BASE HEM FIR #2 MARK 7/16" TOP d BTM. A35 BLKG. PLATE SIMPSON MASAP PLATE VALUE EDGES FIELD PLYWD. PLATES ANCHORS REQ'D. ANCHOR BOLTS ANCHORS NAILING (#/LF) PI-6" 8d 6" 12" 6" 18" O.G. 2x4 5/5". ® 48" ® 45" 6 ENDS (2) Ibd ®10" 240 PI-4" 8d 4" 12" 4" 16" O.G. 2x4 5/8" ® 52" ® 30" 6 ENDS (2) Ibd 07" 349 PI-3" ** 8d 3" 12" 3" 14" O.G. 3x4 5/5" ® 24" ® 24" # ENDS (2) 16d ® 5" 450 PI-2" ** 8d 2" 12" 2" 12" O.G. 3x4 3/4" ® 24" ® 15" 6 ENDS (2) Ibd ® 5" 585 P2-6" ** 8d 6" 12" 6" 10" O.G. 3x4 5/8" ® 24" WA (2) Ibd ® 5" 480 P2-4" ** 8d 4" 12" 4" 8" O.G. 3x4 5/4" ® 20" WA (3) Ibd ® 5" 700 P2-3" ad 3" 12" 3" 8" O.G. 3x4 3/4" ® 16" WA (4) Ibd ® 5" 900 P2-2" ** 8d 2" 12" 2" all O.G. 3x4 5/4" ® 12" WA (4) 16d ® 4" 1170 **NOTE: WALL5 WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (5TUD5 d PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS PER IBG 2012, TABLE 2306.3.1. 3X FRAMING WILL BE NOTED ON PLAN. I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAM5ET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALL5. SHEAR WALL NOTES l/16" 055 OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL ® 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPACING IS SPECIFIED AT PANEL EDGES, USE 1-1/2" 8d SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND 5TAG6ER PANELS. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE ad COMMON NAILS ® 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4 O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALL5 SHALL BE GROSS BLOCKED AT 45" O.G. ® EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHER5 AT ALL ANCHOR BOLTS. PLATE WASHERS TO EXTEND WITHIN 1/2" OF THE BOTTOM PLATE ON THE SIDES) KITH SHEATHING WITH SHEAR CAPACITY GREATER THAN 400 PLF. PER AFbPA 5DPW5-2008 SECTION 40.6.4.3 PI-3" SHEAR WALLS AND GREATER. l/I6" 055 OR PLYWOOD SHEATHING - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 GA. 5TAPLE5 ® 15 GA. STAPLES ® 14 GA. 5TAPLE-5 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-1/2" O.G. - 430#/ft. 3" O.G. - 390#/Ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. ® 6" O.G. - 620#/ft. FIELD 5PACIN6, 12" O.G. NAILS d STAPLES. HOLDOWN5 - INSTALL 51MP50N HOLDOWN5 OR EQUIVALENT AT THE END OF SHEAR W4,LL5 WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X HF #2 CONSTRUCTION GRADES AS SHEAR WALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. A55 GL I PS ® 24" O.G. c `- l 2 2 REGIS D ' ARC CT GAR WAS NASH STA OE WASHINGTON V / W O H VJVJ H P4 l�1 e"+ ll-�n-1 V V® ® O b z O O fv ' l 1 VVV to�I 1 �-1 JU V I lu � � Z o � dote,-: 5-22-14 permit: revisions: drawn by �heckc3d �by: MWJ I NOV 2 5 2015 PERMIT CENTER Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior.to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify some. 24" CARDBOARD BAFFLE ALLOW FOR I" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION. ALLOW FOR 3" AIR CLEARANCE FOR ALL EXHAUST VENT5 AT ATTIG SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER —� TOP PL. IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'G. W/ —1 2" 50REENED VENT HOLES WITH 1/4" GORRP510N RESISTANT METAL MESH COVERING FIN. FLR. A35 CLIPS AT FLOOR TO RIM CONNECTION 5EE SHEAR WALL SCHEDULE ON SHEET LI FOR SPACING TOP PL. (2) 2x TOP PLATE, LAP GOP OFFSET END JOINTS BY 48" T46" 05B. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS (g 16" O.G. TYP. SIDING, SEE PLAN FOR TYPE 2x BOTTOM PLATE 2x P.T. SILL FIN. FLR. 4"(P D.S. TIGHTLINE, POSITIVE DRAIN TO STORM SYSTEM _ 4-4 .4 FIN. GRADE TO SLOPE AWAY FROM BUILDING /7 ROOFING MATERIAL FINISH PER ELEVATION ON -7/16" OB5 SOLID GDX 24-0 PLYWOOD SHEATHING; 8d a 6"O.C. EDGE 8d ® 12" O.G. FIELD 0/16" 05B AGX PLYWD a EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH Sd NAILS, U.N.O. APPROVED TRU55ES BEARING MANUFAGTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPACING INSULATE PER WSEG L. I V I NG AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS ENGINEERED JOISTS, 51ZE AND SPACING PER PLAN OR 2X JOISTS %2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER @ HALLS AND CEILINGS L=IYIN(5 AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS AND AT PLATES TO ROOF J"X 10" ANCHOR BOLT W/ 3"X3"X" PLATE WA514ER5 a 48" o.c. NO LE55 THAN 4�" 8 NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. T" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. 2x P.T. SILL MAX IMUM a / 45" UNBALANGED 1 1:' / BAGKF I LL FOR J 1 FOUNDATION JNALL a #4 REBAR W "J" BAR n s/8"X 10" ANCHOR BOLT W/ 3"X3"X 1/4 " PLATE WA5HER5 @ 45" o.c. NO LE55 THAN 02" 4 NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. T" MIN. EMBEDMENT INTO GONG. EXCEPT 0) SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. #4 REBAR ® 16" O.G. HORIZONTAL #4 REBAR ® 48" O.G. VERTICAL 4 1 ., 3" MIN. ALL FOOTINGS TO BEAR ON BEARING 501L 2 ST1:) . fOUNDAT I Off! r;)r-TA I L. G I SCALE: N.T.S. PER IRG R403.1.3 6 R403.1.3.1 514" T86 PLYWOOD SUB -FLOOR (GLUED 8 NAILED) NAIL 6" EDGE, INSULATE PER WSEG., 12 FIELD W/ IOd NAILS. GRANL SFAGE \\ \ — — n 7-- Q < Q 1 SEE FOUNDATION PLAN V 'u � FOR BEAM SIZE 4 a ° I P05T 51ZE / SPACING �\\/\ AR PLACE SEE DETAIL #2MENT ABOVE� d% = O Q LL CjI QO# FELT Z 6 MIL. POLY VAPOR BARRIER ° a / o 17- a ALL REINFORCEMENT MUST BE TIED IN PLACE FOR FOUNDATION INSPEGITON SEE FOUNDATION PLAN FOR FTC. / FDN. 51ZE — - ALL FOOTINGS TO BEAR ON j GRAVEL TO EXTEND AT LEAST \ BEARING 501L ONE FOOT BEYOND OUTSIDE I EDGE OF THE FOOTING AND 6 I NGHES \ I ABOVE THE TOP OF THE FOOTING AND \ COVERED WITH AN APPROVED FILTER I T`YF I GAL. AAL.L. 5ECTI ON5 I MEMBRANE MATERIAL..... PERFORATED PIPE � SHALL BE PLAGES ON A MINIMUM OF 2 I NGHES G I SCALE: N.T.S. OF WASHED GRAVEL OR GRISHED ROGK AT LEAST ONE SIEVE SIZE LARGER THAN PERFORATION AND GOVERED WITH NO LESS THAN (9 INGHES OF SAME MATERIAL ------------------- TOP FLANGE JOIST HANGER PER PLAN SOLID BLOCKING BRG. WALL ABOVE TYP. ENGINEERED JOISTS, 51ZE AND SPAGING PER PLAN, 2x4 GUSSET EA. SIDE - "SIMPSON" HOAMIO POST TO GONG. �— SEE FOUNDATION PLAN FOR PAD 51 ZE ALL FOOTINGS TO BEAR ON BEARING SOIL HANDRAIL: GRIP 144" - 2" 4) PROJECTION FROM WALL NO LESS THA` l I V2". OPEN RAIL: OPEN SPACE BETWEEN PICKETS SHALL BE LE55 THAN 4" GLEAR - RISERS ARE TO BE SOLID AND NOT OPEN TO BELOW 2X4 STOP 2-2X HEADER —� FLOOR J015T------' FIREBLOGK STAIRS: ONCE IN TOP t BOTTOM OF RUN BETWEEN STRINGERS 4 ALONG RUN BETWEEN STUDS USABLE SPACE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR CEILING) m r STAIR DETA I L. - TYF I GAL. G I SCALE: N.T.S. rJ a CGAF 4" GONG 4" GRAM NOSING HANGER 0 3-2x12 STRINGERS Q W 2X4 BLOCKING Z (FIRE5TOP) i — FIREBLO61<5 STAIR NOTES: RISER HEIGHT = -7-3/4" MAX. TREAD DEPTH = 10" MIN. NASH AND ASSOCIATES GENERAL NOTES: I. All construction per appplicable codes and ordinances. 2012 IRG, IBG.-2012 UsHINGTON STATE ENERGY CODE 2. Verify all dimensions on job site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window sizes and manufacturers) With Framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2012 IBG. 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. i. Owner will verify electrical and heat layouts with installer before installation. 8. Under all parallel bearing walls, use double Jolsts or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel walls. a. TJI products to be installed per manufacturer's installation guide and approved reports. 10. All metal connections to treated wood shall be at a minimum; triple zinc ZMAX (6165 per ASTM A653); Hot Dip Galvanze (A5TM A125 for connectors and ASTM153 for fasteners and anchors. I I. All bathroom fans, kitchen hood, and dryer ducts shall be exhausted through the attic to the roof or through the floor system to an outside wall. All wall ducts shall terminate at least 56" from a window opening. CLIMATIC, AND GEOGRAPH I C DE516N CRITERIA: TERMITE: SLIGHT TO MODERATE DECAY: SLIGHT TO MODERATE WINTER DESIGN TEMP: 1- 0 IGESHIELD REQUIRED: NO FLOOD HAZARDS: 2003 Iga2 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DESIGN DATA: ROOF LOADS: LL 25#/5F (SNOW) DL 15#/5F TOTAL 40#/5F FLOOR LOA05: LL 40#/5F OL 10#/5F TOTAL 50#/5F DECK LOADS: LL 60#/SF DL 10#/5F TOTAL -70#/SF 501L : 1500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DAYS (5� SACK MIX) -3000 P51 FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT 15 BETWEEN 5-7% (TABLE 402.2 IRG) STEEL: GRADE (90 RE I NFORG I NG STEEL REQUIRED PER IRG R404.1.2.3.1.1. MASONRY : PER 2012 IBG WOOD : PER 2012 IBG NAILING : PER 2012 IRG NAILING PER TABLE R602.3(I), R802.10 WIND: 85 MPH SEISMIC: ZONE - 02 V = see design calculations(Wdl) WEATHERING POTENTIAL: MODERATE FR05T LINE: 12" E.F.P.: 45 P5F 4" BEAM: DOUGLAS FIR #2 6" BEAM: fv = 85 fb = 875 PSI E = 1,600,000 4" POST: DOUGLAS FIR #2 6" POST: fv = 85 fb = 8'75 PSI E = 1,500,000 JOISTS 8 RAFTERS HEM FIR #2 4 STUDS: fv = 15 fb = 850 P51 E = 1,500,000 GLU-LAM BEAMS: fv = 240 psi fb = 2,400 psi (reduced by size factor, GF*KI) �E;% D FOR E = 1800,000 psi CODE COMPLIANCE NOTE: APPROVED VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE DEC 0 9 2015 NOTED ON THE PLANS. 1. 5UBFLOOR: City of Tukwila T86 PLYWOOD OR 05B APA RATED 5TURD-I-FLOOR 16" O.G., 3/4" BUILDING DIVISION WALL $ ROOF SHEATHING: APA RATED 5HEATING 24/16 -i/16" FOOTING FOR: 8" WALL - IS"x 12" FOOTING 15" BELOW GRADE #4 STUB STEEL - 48" o.c. VERT. UNLESS NOTED OTHERWISE 12� RE TEREG ARCH; T GAR ' O AS N STAIII OF WASHIN V cn O L coo H a3 V 1- 81-0 A date: 0-1/01 /10 permit: revisions: OS-02-I4 drawn by: checked by: RO SHEET I NOV 2 5 2015 .�ERIVIiT CENTER