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Permit D15-0021 - SINGH RESIDENCE - LOT 6 SINGLE FAMILY RESIDENCE
SINGH RESIDENCE LOT 6 5150 S 172 LN D15-0021 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.Rov COMBOSFR PERMIT Parcel No: 8125200239 Permit Number: D15-0021 Address: 5150 S 172ND LN Issue Date: 3/27/2015 Permit Expires On: 9/23/2015 Project Name: SINGH RESIDENCE - LOT 6 Owner: Name: SSM HOLDINGS LLC Address: 21619 4TH AVE S , SEATTLE, WA, 98168 Contact Person: Name: HARRY SINGH Address: 13409 SE 237 ST, KENT, WA, 98042 Contractor: Name: AFFIDAVIT - HARRY SINGH Address: License No: Lender: Name: HARRY SINGH Address: 13409 SE 237 ST, KENT, WA, 98042 Phone: (206) 261-7697 Phone: Expiration Date: DESCRIPTION OF WORK: CONSTRUCT A NEW 3218 SQ FT SINGLE FAMILY RESIDENCE WITH A 580 SQ FT ATTACHED GARAGE AND A 10 SQ FT COVERED DECK. Project Valuation: $424,231.00 Fees Collected: $11,492.53 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-B Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE Sewer District: TUKWILA 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: 1 Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 90 Fill: 90 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: f� 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 permi nd agree to the conditions attached to this permit. Signature: Date: g `/ 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: 4: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 1: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 2: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 5: 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) 6: 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) 7: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 8: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 9: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 10: 'PUBLIC WORKS PERMIT CONDITIONS' 11: 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. 12: 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. 13: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 14: Any material spilled onto any street shall be cleaned up immediately. 15: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 16: 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. 17: The Land Altering Permit Fee is based upon an estimated 90 cubic yards of cut and 90 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. 18: 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. 19: 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. 20: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 21: Maintain emergency, pedestrian, and vehicular access to buildings, trails and transit at all times. 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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 32: 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. 33: 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. 34: 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. 35: 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). 36: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 37: 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. 38: 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. 39: ***MECHANICAL PERMIT CONDITIONS*** 40: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 41: 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. 42: Manufacturers installation instructions shall be available on the job site at the time of inspection. 43: 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. 44: 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. 45: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 46: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 47: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 48: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 49: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 50: 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. 51: 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. 52: 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. 53: 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. 54: 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. 55: 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. 56: 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. 57: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 58: 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 5000 CURB, ACCESS, SDW 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 1800 MECHANICAL FINAL 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 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR s o J G) 4 0 29oe CITY OF TUKT. ,A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combination Permit No.! -- Project No.: Date Application Accepted: I —A' k� Date Application Expires: �[ g ^ �S For office use only 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.: 1 Z 5 7 on Z 3!!? Site Address: S%D �d I (Z �J�j ���(y l fa ton q g / lam' PROPERTY OWNER Name: C Address: d D Z L City: l State: Zipt� CONTACT PERSON — person receiving all project communication Name: S� Address: S E TL City: �� State: o V 2, Phone: Z� _ b Fax: Email: AA '- GENERAL CONTRACTOR INFORMATION Company Name: Address: g� j City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Architect Name: Z-PO Z3'di nZ— Address: City: State Zip: 919-1n LA 2— Phone: Fax: 6 Email: ENGINEER OF RECORD Company Name: ' c t C_L Engineer rNZme: _C— ft& C 14L Address 9 Z — City: R l >moi State A Zip: Phone max: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 1.9.27.095) Name: Address: />� City: C% State: Zip: Ni H:\Applic Lions\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 Page 1 of 4 bh PROJECT INFORMATION — t Valuation of project (contractor's bid price): $ Scope of work (please provide detailed inform, DETAILED BUILDING INFORAMTION — .PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement lst floor 2 ad floor 6 Garage ❑ carport ❑ 590 Deck —covered [2-' uncovered ❑ CD Total square footage 3 2_ 9 Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 206-575-4407. EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: /! Value of mechanical work $ j o furnace <100k btu 2 appliance vent ✓ thermostat 2-- wood/gas stove Azl_ emergency generator fuel type: ❑ electric 9 — as —2G _- other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ el bathtub (or bath/shower combo) bidet dishwasher "( lavatory (bathroom sink) water heater (gas) ventilation fan connected to single duct water heater (electric) clothes washer i floor drain j shower sink water closet lawn sprinkler system gas piping outlets H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 Page 2 of 4 bh �^ PUBLIC WORKS PERMIT INFORM -,.ION — �l ^ Scope of work (please provide detailed information): CAN 1N° r`-k fiZ� E� l �° Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ .. Tukwila ❑ ... Water District # 125 Qr"'Highline ❑ .. Renton ❑ .. Letter of water availability provided SEWER DISTRICT ❑ .. Tukwila ...Valley View ❑... Renton ❑ .. Seattle ❑ .. Sewer use certificate ❑ ...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 El ... Easement(s) El ... 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 El ... Curb Cut ❑ ..Utility Undergrounding ❑ .. Frontage Improvements El ... 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: Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 l.docx Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES—,— t'LICABLE TO ALL PERMITS IN .THIS ?LICATION — 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 AU t nED GE T: Signature: I Date: PrintName: Day Telephone: Mailing Address:( L(A- City State Zip H:Wpplications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 l.docx Revised: August 2011 Page 4 of 4 bh BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW ma y adiust estimated fees PROJECT NAME ctQt r < ERMIT # .SI , © L`..l �' I�ZrU If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. 2. 3 0 APPLICATION BASE FEE 250 (1) Enter total construction cost for each improvement category: Mobilization Sd �- Erosion prevention © 0 .'rr? Water/Sewer/Surface Water e - Road/Parking/Access 4Qa - - A. Total Improvements �i Sc�O • e Calculate improvement -based fees: / B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume cubic yards Enter total fill volume �(�_ cubic yards Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. 1 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free ✓ 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ 23 -- (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 375 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 b IS %,- 00axi RECEIVED CITY OF TUKWILA JAN 2 8 2015 PERMIT CENTER f I] 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) (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. N. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC RATE YARDS 50 or less $23.50 51 —100 $37.00 101— 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for Is' 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 49t 3. Technology Fee (5 % of 6+8) Approved 09.25.02 Last Revised 12/17/14 f (9) I 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 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 $ /01?, Total A through I $ 1 ° /3 = (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 1.1 I CA34 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) Insta . 'on Cascade Water Alliance RCFC / 01.01.2015 —12 31.2015 Total Fee 0.75 $625 $6905 $6630 1 $1125 012.50 $16,137.50 1.5 $2425 $30, 5 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Temporary Meter 0.75" $300 2.5" $1,500 Approved 09.25.02 3 Last Revised 12/17/14 DESCRIPTIONS• QUANTITY PAID PermitTRAK $16,930.83 D15-0021 Address: 5150 S 172ND LN Apn: 8125200239 $8,480.94 DEVELOPMENT $4,253.10 PERMIT FEE R000.322.100.00.00 0.00 $4,248.60 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,199.38 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $62.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $62.50 GRADING PLAN REVIEW R000.345.830.00.00 0.00 $23.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $37.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $239.46 TECHNOLOGY FEE R000.322.900.04.00 0.00 $239.46 D15-0040 Address: 5146 S 172ND LN Apn: 8125200237 $8,449.89 DEVELOPMENT $4,210.60 PERMIT FEE R000.322.100.00.00 0.00 $4,206.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,212.38 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $87.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $87.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 Date Paid: Friday, March 27, 2015 Paid By: H S CONSTRUCTION AND INVESTMEN Pay Method: CHECK 6183 Printed: Friday, March 27, 2015 11:54 AM 1 of 2 CIV SY57EM5 DESCRIPTIONS PermitTRAK • 1 $16,930.83 D15-0040 Address: 5146 S 172ND LN Apn: 8125200237 $8,449.89 PUBLIC WORKS $1,212.38 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $237.91 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: .4. R000.322.900.04.00 0.00 $237.91 Date Paid: Friday, March 27, 2015 Paid By: H S CONSTRUCTION AND INVESTMEN Pay Method: CHECK 6183 Printed: Friday, March 27, 2015 11:54 AM 2 of 2 MMYS7EM5 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $6,023.18 D15-0020 Address: 5142 S 172ND LN Apn: 8125200235 $3,011.59 DEVELOPMENT $2,761.59 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,761.59 PUBLIC WORKS $250.00 BASE APPLICATION FEE 13000.322.100.00.00 0.00 $250.00 D15-0021 Address: 5150 S 172ND LN Apn: 8125200239 $3,011.59 DEVELOPMENT $2,761.59 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,761.59 PUBLIC WORKS $250.00 BASE APPLICATION FEE • 1$6pO23.18 R000.322.100.00.00 0.00 $250.00 Date Paid: Wednesday, January 28, 2015 Paid By: HS CONSTRUCTION AND INVESTM Pay Method: CHECK 6109 Z INSPECTION RECORD Retain a copy with permit CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Pr ect: Pr Type Ins ectio t dor Addres Q � � mod. c o SQt t Date Ca le Special Instructions: Date Wanted: a.m. sU ® C p.m. Requester: Phone No: Inspector: e6—,1 IDate:/ _Zo //_ I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L INSPECTION RECORD rpv Z Retain a copy with permit jPfy NqUSRtTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'ect: rora t Type of Ins ction;,, c AddreW i� / , 5( rQ � � f ak liv!, e Date Called Special Instructions: Date Wanted: a.m. 4p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS:MA WWI Im i► .PGEmmommmiffi :A Inspector: - Date, j REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2 INSPECTION RECORD Retain a copy with permit a-- O®� PEC PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 FcKd 1 . f- Project, l�C Type of Inspection: r e— ELrQ I AddrissV s .J-0 'ro Date Called: Special Instructio s: Date Wanted: a.m. p.m. Requ stern: U � Pho e N Inspector: Day __C� I.— II I � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD is Retain a copy with permit �fS—Go Z INS ECTI 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' c : /• Type f Inspection: �. AAdes � 5-To ` � Date Called: Special Instructions: Date Wanted: a.m. a-0, p.m. Requester: Phone No: Inspector: Date:6 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 002-1 I PE ON NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projgct:e !vl t � Type (gof Ins R'c c" 15C� 6'( Add_ s4/s:: / ! 4 (_aki `t I S_0 So 4 1.7 2,4 Date C Iled: Special Instructions: p /j, l r t Date nted: f fit— a.m. 2/I — IJ p.m. Requester: Phone No: (inspector: V luatV—, r r c` REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit I P /1 0® 24 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr%, t dvf F / Type o �n(rcti5, tj A dies � � 5(r 17 Date Called: © . �� SpecialInstructions: ql�— Date Wanted: / f _ a.m. 1 p.m. Reque�ier: Phone• No: -7 6S AApproved per applicable codes. Corrections required prior to approval. OMMENTS: u e-- S o v g, t A)t` Q C 119 Inspector: Date, —f / -�(` / —/s— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i� Iv INSPECTION RECORD Retain a copy with permit IN tPXj.1.QW 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 PrTcV r Type of Inspection( Ad res . Rate Called: Special Instructions: t� t 3 o t �J Date Wanted: a.m. — — p.m. eclue r. Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Q j Retain a copy with permit Dim 06P Z7- IN ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'eft: Ivl A/ T F Type of Inspection: AddresV r ( / �, p -ro 1 Z -` [ACV l- Date Ca ed: Special Instructions: 0 - �1,� 11! Date Wanted: a.m. —(( 1-- p.m. Re ester: Phone No: Inspector: Datl f,- 0 —/S— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 11, 1 / INSPECTION RECORD fS_Od lL� 2-1 Retain a copy with permit INSPE ON N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P Type of Inspection: Addre : $ ( 5-0 Td 177—v4 fGt� Date Called: Special Instructions: /l✓1 Date nted: a.m. Wa -- S p.m. Requfe er: l vr Phone No: Approved per applicable codes. IM11Gorrections required prior to approval. LA ,,,. � � ♦ ' /� , LJ I V _ I ' 1. I1,- Inspector: Date: El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calf to schedule reinspection. /1 J li INSPECTION RECORD rM Retain a copy with permit INSP 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 Prgj� t: h Type of Insp ction�_ Adv�,d � 6 Sd e 7z— Oate Call Special Instructions: Date ante a.m. p.m. RegWster:_� Phone No: Approved per applicable codes. R Corrections required prior to approval. COMMENTS: C �E c dovK S ct tL kd c-� op wt cq IInspector: r—c_— IDate:I—C/ _()— I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ILI ff INSPECTION RECORD 1 Retain a copy with permit Go INSP N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 Pro'ec�t; TypK' I� t t- 0&'t !-CGt. rr�� v1 '- XG, / I GSA`" Addres - S(- o Sa r 7Z`�E Date Called: Special Instructions: Date nt . a.m. la- — (' p.m. Re uester: Phone No: Inspector: Da ,q �'- (J REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. M WNRetain INSPECTION RECORD a copy with permit INSPERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350&0 aqh -T-44- C", tks Project: Type of Inspect n: O �{ o �- t4 Address: 5 0 1 111y, 117 Cla-ke Date Call : Special Instructions: F Date W�te (S. ap.m. �(�— m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. —aav ONES r� Inspector�Datg P REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. G INSPECTION RECORD f Retain a copy with permit 11b (S -�Z I P ION N0, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) Permit Inspection Request Line (206) 438-9350 k� - Project: _ r Type of Inspecti Address J, Date Called: Special Instructions: AA Date WantedQQ a.m. S s (U P.M. R fyr- r Sri Phonon 6 7,-6 ( 76-r7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 1� Type of 0In pection: Address: �Ild Date Called: Special Instructions: Date Wanted: �a. m: J p• Requester: Phone No: VNApproved per applicable codes. LJ Corrections required prior to approval. nspector: /% V - REINSPECTI-ON FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Fn6 Retain a copy with permit $W— mQ Z/ I P ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: �� Type of I,� pe tion� f r Addl. res • // � �t Date Called: Special Instructions: Date Wa d: a.m. 7— p.m. Reque er: Phone No: Approved per applicable codes. Corrections required prior to approval. • �� lei �'' ,� I►�'�.��n��1��� /� G.� Inspector: Date —,A— (S— I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. b4 INSPECTION RECORD S 00241 Retain a copy with permit P i ECTION N0, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ProjTl(r K �'�S TypKfJ-tion*[��x J Address: LSD S�, (72, �t-vc Date Called: Special Instructions: Date Wanted: a.m. p.m. Requ ster: Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �!J INSPECTION RECORD Retain a copy with permit CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'e�Ct: r .SF Type of I ection• Addr� � � . _ a 9 K Date Called: e Special Instructions: Date Wanted: a.m. y3 — (/ 5- p.m. Req ter: c % S1 V eta � Phone No: � -7c Inspector: I T-Dat-S= 1 e ` 2Z REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit V (5--0*.* 0$KC'ION NO. KNIT 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 ecfi n: C:. Address: 1-7 Date Called: ---------- Special Instructions: AM -h-t—e- Date anted.a.m. pm. - Requeitir rone No: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 14 INSPECTION RECORD Retain a copy with permit I Pfr- 00 2,1 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 PrI001: 2 - Type of Inspectipw n ID _77 AM ®Ef Date, Called: Special Instructions'. ar Date W to a,rn- P.M. Request qrf Hict Phone to: (-76 S1 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection. NSPECTION RECORD P t�;--C)o 2,1 10 71 Retain a copy with permit =�8 6M iCT : 0 0. N. IN R N N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project. Type of Ins e4;tioM r Kq Address. ;fJ 0 7ZYcP Cqc, e. Date Called: Special Instructions. '7 DkjWl�eSo j— a.m. .M. Requestfr: Hqrry Phone 7,6S- 7 ,3-30 F] REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 2- INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 15 = _<= I Z i PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1 i v7 � Type of Inspection: l , -'I f rP/- Address: Suite #: / $�� /�2— Cohtact Person: . Special Instructions: Phone No.: FIA Approved per applicable codes. COMMENTS: U ❑ Corrections required prior to approval. Needs Shift Inspection: /',/a Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of, Inspection: Address: Lam' Suite #: e5057 G , t 7 2 Contact Person:` Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: j``��� Date: . �� /�S-�1 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You ill receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming waaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 4 ti ht Or P Bergq o Ot Engineering MS- Me Ir vy'!i MCe 27207 8th Avenue S PO. Box 13309 Des Moines, Washington 98198 Des Moines, Washington 98198 Phone: 253.941.9399, Fax: 253.941.9499, e-mail: RBergqu510@aol.com March 8, 2005 Mr. Harry Singh FILE COPY 21625 4' Avenue S Normandy Park, Washington 98198+ REVIEWED FOR • Re: Geotechnical Engineering Services CODE COMPLIANCE Proposed Pieper Short Plat Subdivision APPROVED r ; 17083 53'd Avenue South MAR 2 5 2015 Tukwila, Washington BES Project Number. 200415, Report 2 City of Tukwila Dear Mr. Singh: BUILDING DIVISION Bergquist Engineering Services is pleased to provide this report of the geotechnical exploration and engineering analysis for the referenced project. The attached report summarizes project and site data, describes the services we performed, presents our findings, and provides recommendations regarding design of the foundations, lateral earth pressures, drainage, and earthwork. The appendix presents site maps, test pit logs, explanatory aids, and computer printouts of the stability analyses. We appreciate the opportunity to be of service to you. If you have any questions .. concerning this report, or if we may be of further service, please contact us. %W .. v %.r W Sincerely, Bergquist Engineering Services Richard A. Bergquist, P.E. Principal RECEIVED CITY OF TUKWILA b 15-.- 0 0 MAR 1 '0 2015 Copies to: Addressee (5) PERMIT CENTER GEOTECHNICAL ENGINEERING AND CONSTRUCTION INSPECTION `;4� z u� wnsy oPGt - 2 CORRECTION O30377 LTR#_A ,o 'PFQ��g� �SS�ONALE�G, EXPIRES July 2006 a bw TABLE OF CONTENTS 1. INTRODUCTION.................................................................................................... 1 2. PROJECT DESCRIPTION......................................................................................... 2 3. SCOPE OF SERVICES.............................................................................................. 2 er 4. SITE CHARACTERIZATION...................................................................................... 3 4.1 Site Classification............................................................................................ 3 4.2 Surface........................................................................................................... 3 4.3 Subsurface Soil and Groundwater................................................................... 4 5. DISCUSSION.......................................................................................................... 4 6. RECOMMENDATIONS............................................................................................ 5 6.1 Seismic Considerations................................................................................... 5 6.2 Foundations................................................................................................... 5 6.3 Slabs-on-Grade.............................................................................................. 6 6.4 Earthwork....................................................................................................... 6 6.4.1 Site Clearing..................................................................................... 6 6.4.2 Excavation........................................................................................ 6 6.4.3 Foundation Preparation..................................................................... 6 6.4.4 Slab -on -Grade Preparation............................................................... 8 6.4.5 Materials.......................................................................................... 8 6.4.6 Placement and Compaction.............................................................. 9 6.5 Drainage........................................................................................................ 9 6.6 Groundwater ................................................. 10 6.7 Erosion........................................................................... ......................... 10 6.8 Slope Stability................................................................................................ 10 6.9 Construction Observation and Testing............................................................ 12 +� 7. REPORT LIMITATIONS....::......::.............................................................................. 13 APPENDIX VicinityMap............................................................................................................. Ai SitePlan............................................................................................................. A2 TestPit Logs............................................................................................................. A3 TestPit Log Notes......................................................................................................... A8 Unified Soil Classification System............................................................:.................... A10 Schematic of Footing Drain......................................................................................... Al Computer Printouts of Slope Stability Analyses............................................................... Al2 Notes............................................................................................................ A22 ka GEOTECHNICAL EXPLORATION and ENGINEERING EVALUATION PROPOSED SUBDIVISION NINE LOT PIEPER SHORT PLAT two 17083 53" AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY PARCEL NUMBER: 812500232 ihw prepared for: Mr. HARRY SINGH .,, by: BERGQUIST ENGINEERING SERVICES BES PROJECT NUMBER: 200415-REPORT 2 6* LIM MARCH 8, 2005 1. INTRODUCTION This report presents the results of our geotechnical exploration for the proposed subdivision to be constructed on the 3.13-acre site at 17083 53'd Avenue S in Tukwila, Washington. The location of the site is shown on the Vicinity Map on page Al in the Appendix of this report. The eotechnical exploration was performed b Be uist Engineering Services BES to provide 9 P P Y r99 9 9 � ) information or recommendations regarding: • seismic design considerations including liquefaction potential, • allowable bearing capacity and depth of suitable foundation systems with estimated settlements, • lateral earth pressures and friction coefficients, %W • influence of groundwater on the development, • drainage, • stability of existing slopes, • site preparation, earthwork, and excavation -slope considerations. to to to Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 %r Mr. Harry Singh authorized our work by signing and retuming a copy of BES Proposal Number 1062005, dated February 16, 2005. 2. PROJECT DESCRIPTION Current plans provided by Jaeger Engineering indicate that the 3.13- acre site will be subdivided into nine lots for the eventual construction of eight, single-family residential buildings. An existing house occupies Lot 9 and it will remain. Access to the properties will be provided by an NL"-shaped road with •.+ a cul-de-sac. A buried concrete vault for stormwater detention will be constructed on the south side of the access road. City water and sanitary sewer will service the buildings. w► Actual foundation loads were not provided at the time this report was prepared. Therefore, we have assumed that individual column loads will not exceed 100 kips and continuous wall loads Will not exceed 4 kips per lineal foot. If the actual foundation loads are greater than those stated herein, the geotechnical engineer must be notified to determine whether the ``i recommendations presented herein require revision. The stormwater vault will have a bottom elevation about 10 to 12 feet below existing grade. WO 3. SCOPE OF SERVICES The geotechnicol engineering evaluation of this property has been done in two phases. Phase b. 1 included a reconnaissance of the site by the geotechnicol engineer, development of a representative cross-section of the existing slopes on the site, a review of geologic literature, r'" and estimating safety factors of the existing slopes by computer analysis. The results of Phase 1 were presented in BES Report Number 200415 Report 1 dated July 29, 2004. ..r The scope of services for this report, Phase 2, included: excavating, logging, and sampling %W eight (8) test pits; laboratory testing; engineering and slope stability analysis; and preparation of this report. Soil samples were taken at the intervals noted on the individual test pit logs, which are presented in the Appendix on pages A3, A4, A5, A6, and A7 of this report. Several of the test pits were left open to estimate the depth to groundwater while the remaining test pits were excavated. All test pits were backfilled with the excavated site -soils on February 28, 2005 prior to leaving the site. W Bergquist Engineering Services Page 2 of 13 hw i r Proposed Subdivision JPeeper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 The soil samples were returned to our laboratory for analysis, which included visual classification, determination of the natural moisture content of selected samples, and estimation of their unconfined compressive strength with a calibrated -spring penetrometer. The field and laboratory data were then evaluated by the geotechnical engineer relative to the proposed construction. The engineering recommendations and advice presented in this report have been made in accordance with generally accepted geotechnical-engineering practices in `r the area. to 4. SITE CHARACTERIZATION W The information presented in this section was gathered by BES personnel for geotechnical 64 engineering purposes only. This site characterization was not intended to address the presence or likelihood of contamination on or around the site. Specialized methods and procedures, which were not a part of this scope of services, are required for an adequate environmental site 60 assessment. �►+ 4.1 Site Classification According to P/afe 1 Generalized Geo%gic Map ofSeohYe and Suburban Areas by GoIster, R. W., and Loprde, W.T., 1991, the site soils are comprised of Vashon Stade till and Vashon recessional sand and gravel. Based on the soil classification and density as determined by the test pits, the soils at this site are not susceptible to liquefaction. 4.2 Surface %W Most of the 3.13- acre site is relatively flat and level but the property incorporates a north-northeast to south-southwest trending steep slope that roughly parallels Interstate 5 along the east and southeast •.r side of the property. The steep slopes decline from approximate crest elevation of 240 feet to approximate elevation 160 feet at slopes ranging from 60 percent (31 ° from horizontaQ to about 900 percent (880 from horimntaQ. The slopes are covered with a moderately dense stand of predominantly large leaf maple trees. Several of the trees along the northernmost portion of the property are bowed slightly, which indicates that there has been some creeping of the slope. The paved walk southeast of the e)asting Pieper residence are cracked and slightly offset down bw suggesting that the slope has been creeping over time. South of the existing house, there are some shallow earth fissures about 25 feet from and parallel to the major slope -break. Mr. Pieper reported .. Bergquist Engineering Services Page 3 of 13 1W I Proposed Subdivision (Pieper Short Plat) Mardi 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 that years ago, he had placed fill on the surface of the site, south of the existing house. According to him, the fill thickness ranges from zero feet along a line about 25 feet west of the major slope break to v about four feet in thickness at the major slope break (See attached drawing for the described features.) 4.3 Subsurface Soil and Groundwater The subsurface soil and groundwater conditions at this site are described in the following �-' paragraphs and are presented graphically on the test pit logs in the Appendix of this report. The stratification lines, indicated on the test pit logs, represent the approximate boundaries between soil types. Actual boundaries may be gradual and the transitions may not be easily discemible during site excavation. w In general, most of the site is covered with a 4- to 12-inch thick layer of topsoil consisting of dark brown, loose SAND SILT (SM) trace grovel and roots to Sandy SILT (ML) trace gravel and roots. Underlying the topsoil, reddish -brown to gray -brown, medium dense to dense, fine SAND (SP) to SAND -SILT (SM), with gravel and occasional cobble was encountered to a depth of about two to four to five feet below the surface. The natural moisture content of these soils ranges from 12.7 to 34.3 percent. Underlying the weathered till, light brown to gray, dense to 60 very dense SAND (SP) to SAND -SILT (SP-SM) with gravel, occasional cobble, trace boulder was encountered to the termination depth of the test pit. The natural moisture content of this layer ..r ranges from 7.6 to 17.4 percent. Two and one-half feet of probable fill, consisting of loose to medium dense, fine- to medium - grained SAND (SP) to loose SAND -SILT (SM) occasional gravel, occasional cobble, was encountered on the surface in the southwest comer of the site (Test Pits 7 and 8.) w Groundwater was encountered in Test Pits 4, 5, and 6 in the form of seepage above the denser till. Therefore, the seepage" water is considered perched stormwater trapped in the upper, loose soils. S. DISCUSSION The recommendations presented in this report are based on our understanding of the project as presented in the Project Description Section and on the assumption that the subsurface conditions encountered in the test pits adequately represent conditions near and between the Bergquist Engineering Services Page 4 of 13 bw I Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 exploratory test pits. Because project conditions regarding type and location of structures and foundation loads can change and because subsurface conditions are not always similar to those encountered in the test pits, the geotechnical engineer must be contacted for review and possible revision of the recommendations if discrepancies are noticed. .d 6W 6. RECOMMENDATIONS kh.r The following sections present recommendations regarding seismic considerations, foundations, lateral earth pressures, and for earthwork, excavations, drainage, and 4110 groundwater. 6.1 Seismic Considerations According to Figure No. R301.2, the site is in Seismic Design Category D2. The average properties in the in the top 100 feet are estimated to be N>50, therefore, the soil profile is considered stiff. The native site soils are not susceptible to liquefaction and therefore exhibit minimum seismic risk. bo 6.2 Foundations Conventional spread footing foundations may be used to support the proposed structures. Spread footing (continuous wall and individual column) foundations may be dimensioned using a net allowable bearing capacity of up to 2,000 psf if they are placed in the undisturbed, light brown, brown mottled reddish -brown, medium dense to dense SAND -SILT (SM) or SILT (ML) encountered at a depth of about 6 to 36 inches below the existing ground surface of the site. The foundations shall not be placed in the probable fill or above the relic topsoil encountered at the site in the vicinity of Test Pits 3, 6, and 7. Where fill is encountered, it shall be removed and the footings extended to bear in the undisturbed native soil. Alternatively, the fill shall be removed well beyond the footing width to a depth to expose the native soil. The removed fill may be placed in loose lifts not to exceed 10 inches and compacted. Each lift shall be compacted to at least 95 percent of the maximum laboratory density as determined by ASTM D1557 before placement of succeeding lifts. Bergquist Engineering Services Page 5 of 13 6 r Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 The recommended minimum dimension for continuous wall footings is 18 inches and for individual column footings, the recommended minimum dimension is 24 inches. All perimeter footings must be placed at least 18 inches below finished grade for frost protection. Interior footings shall be placed at least 12 inches below finished adjacent grade. The allowable bearing capacities may be increased by one-third for wind and seismic loads. If the recommendations in this report are followed, total settlement of the foundation will be less than one inch (1 inch) with differential settlements of less than three-quarters of an inch (3/a inch.) Lateral earth pressures for design of foundations, detention vault walls, or short retaining walls with level backfill and without hydrostatic pressures or surcharge loads, may be calculated using the equivalent fluid pressures presented below: 460 Active: Undisturbed subsoils 40 psf/ft. Compacted granular soils 35 psf/ft. Passive: Continuous footings 250 psf/ft. Column footings 300 psf/ft. �r At -Rest Detention Vault Walls 65 psf/ft r. A coefficient of friction between footings and bearing soils of 0.35 may be used to resist lateral foundation loads. If passive earth pressures are used in conjunction with base friction to resist lateral loads, reduce the ultimate coefficient of friction to 0.30. two Footings, stem walls, and retaining walls must be reinforced to reduce the potential for distress caused by differential foundation movements. A qualified engineer must determine the size, .r quantity, and location of reinforcement. All footing excavations at this site must be inspected by the geotechnical engineer prior to placement of construction forms and reinforcement steel. `" 6.3 Slabs -on -Grade Slabs -on -grade must be supported on a minimum four -inch thick, free -draining sand or gravel base that follows gradation and compaction recommendations provided in Table 6.1 of this report. All concrete, especially slabs -on -grade, should be placed at minimum water -cement ratios on moistened surfaces and properly cured to minimize shrinkage, cracking, warping, and curling. Concrete slabs should be allowed to cure adequately before subjecting them to full Bergquist Engineering Services Page 6 of 13 199 r Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 .r design loads. Any concrete that will be exposed to the elements should be entrained with four %W to six percent air to minimize damage from freeze -thaw cycles Polyethylene sheeting must be carefully placed on the granular base to act as a vapor retarder between the concrete and soil. A two- to four -inch thick layer of sand maybe placed over the polyethylene sheeting to improve concrete curing and to protect the sheeting from damage during placement of the slab elements. If provided, floor coverings shall not be placed until the concrete floor has cured sufficiently. .. 6.4 Earthwork The recommendations presented in this report are predicated on fulfillment of the following earthwork recommendations. �•+ 6.4.1 Site Clearing: Strip and remove any topsoil, tree stumps, weeds, old rubble fill, concrete slabs -on -grade, and other deleterious materials from the project area prior to construction. After site clearing, the exposed surface must be graded relatively flat to allow for proper subgrade preparation but sloped slightly to allow good surface drainage during construction. `.;2 6.4.2 Excavation: Conventional -excavating equipment should be suitable for the proposed shallow foundation excavations. Use excavating buckets without teeth to excavate all foundations so as not to disturb the bearing surfaces. Shallow excavations (less than four feet in depth) will stand open with vertical side slopes for short durations: however, according to Chapter 296-155, Part N of the Safety Standards for Consrrudion Work in the Stote of Washington, the site soils classify as Type C. Therefore, side slopes of excavations deeper than four (4) feet must be no steeper than one and one-half (1.5) horizontal to one (1) vertical (1.5H:1V). If the dimensions of the site prevent the use of maximum slopes of 1.5H:1V, the slopes must be stabilized or shored to facilitate safe excavations. The geotechnical engineer must be contacted for additional recommendations if such techniques are going to be employed. 6.4.3 Foundation Preparation: Except where fill is encountered, specialized treatment of the foundation soils is not anticipated at this site if the foundations are placed in the medium dense to dense SAND -SILT to SILT. The excavations, however, must be made carefully using a backhoe bucket without teeth so as not to disturb the bearing soils. If fill, loose, or soft soils are encountered at the footing elevation, they must be removed and replaced with properly W Bergquist Engineering Services Page 7 of 13 W e� Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 compacted backfill as described in Sections 6.4.5 and 6.4.6 of this report or the footings may be extended to bear on undisturbed, native soils. 6.4.4 Slab -On -Grade Preparation: If the earthwork recommendations provided in this report are followed, specialized treatment of the soil beneath slabs -on -grade at this site is not generally expected to be necessary. However, if any debris, organic material, organic fill soils, quo loose soils, or other deleterious materials are encountered at the subgrade elevation they must be removed and replaced with structural backfill. 6W 6.4.5 Materials: The on -site topsoil, SAND -SILT (SM), and SILT (ML) soils are not suitable for kkJ use as structural fill or backfill. The organic -rich topsoil must only be used in landscape or non-structural areas. Site SAND -SILT (SM) and SILT (ML) soils are considered not to be all- weather soils and should be worked only during the dry season. The soils identified as "Probable fill" encountered at Test Pits 3, 6, and 7 are likely suitable for use as structural fill and backfill if removed and compacted in accordance with Section 6.4.6 of this report. If additional soil is needed for structural fill or backfill to meet design grades, it must be imported and conform to the gradation presented in Table 6.1, and be approved by the geotechnical engineer prior to use. Samples must be submitted to the geotechnical engineer b.d at least 72 hours before approval is required and before the materials are used. .. Gravel base and select materials for pavement subgrade must conform to local governmental standards, such as City of Tukwila, King County, or other suitable specifications approved by the geotechnical engineer. IABLE 6.1 GRADATION KEGUIREMENTS ' C1,S':Standar 5�eve °'t FOR STRUCTURAL FILL jt` S Percer 1?c isi " 3-inch 100 3/4-inch 50-100 No. 4 25-65 No. 10 10-50 No. 40 0-20 No. 200 0-5* '• *Note: The percent passing the No. 200 sieve is based on the weight of the material passing the 3/4-inch sieve. .r Bergquist Engineering Services Page 8 of 13 %a ` Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 WAO +wi If construction is performed during the wet season, a granular base or work blanket will be required. Granular materials used as a work blanket should conform to the gradation presented in Table 6.2, and be approved by the geotechnical engineer prior to use. TABLE 6.2 GRADATION REQUIREMENTS FOR WORK BLANKET *Note: The percent passing the No. 200 sieve is based on the weight of the material passing the 3/4-inch sieve. 6.4.6 Placement and Compaction: Structural fill and structural backfill must be placed in relatively horizontal loose lifts not exceeding ten (10) inches in thickness and compacted to at least 95 percent of the modified Proctor (ASTM D1557) maximum density at moisture contents within two (2) percent of optimum. Backfill against detention vault walls must be carefully compacted to 90 percent of ASTM D1557 with light equipment so as not to impose excessive lateral loads on the walls. Structural fill/backfill must be placed under the full-time observation of a representative of the geotechnical engineer, and the specified compacted density and moisture content of each lift must be verified by test, prior to placement of subsequent lifts. Placement on frozen ground must not be attempted. is 6.5 Drainage Good drainage is critical to the.. performance of earth -supported structures such as foundations k1i and retaining walls. Therefore, construction grades and final site grades must be designed to prevent water from ponding in areas on or adjacent to foundations, slabs -on -grade, and %ho pavements. Infiltration of water into foundation and utility excavations shall be prevented during construction and throughout the life of the project. A perimeter footing drain -system consisting of a perforated pipe surrounded by at least six inches of washed gravel will be required. The washed grovel must be separated from the surrounding soil by a filter fabric such as Mirafi® 140N. The collected water must be tight - lined away from the building to a suitable discharge system but not discharged onto the top of Bergquist Engineering Services Page 9 of 13 W Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 any slopes. Roof and surface drains must be provided but they not must be connected to the footing -drain system. Roof drains may be discharged into the storm sewer system. A schematic of a footing -drain system is presented on page A8 in the Appendix of this report. b Where pavement does not immediately abut structures, slopes, with an outfall of at least three (3) percent for a minimum distance of five (5) feet from exterior footings, must be provided. kho 6.6 Groundwater •• Groundwater was encountered in the form of seepage at a depth of about three to four and one-half (3 to 41/2) feet below the surface in Test Pits 2, 3, 6, and 7. This is interpreted as the groundwater level at the time of the exploration. Test Pits 4, 5, and 8 were bacIdilled immediately after completion, therefore, groundwater levels were not determined. Groundwater seepage was not observed in Test Pit 1. The groundwater level should be w expected to fluctuate due to seasonal variations in precipitation and numerous other variables. Groundwater at this site should not present significant problems during construction. If ikw groundwater is encountered, shallow sumps with pumps should be sufficient to dewoter shallow excavations. Pump water shall not be discharged onto or near the existing slopes. r. 6.7 Erosion The soils at this site classify as fine-grained SAND -SILT (SM) some gravel according to the Unified Soil Classification System. These soils have a relatively high erosion potential, however, because of the shallow slopes in the proposed construction areas on this site, `r properly placed silt fences and straw bales should be sufficient for erosion control even during periods of heavy rainfall. 6.8 Slope Stability .. The project site is, underlain predominant<y by a Vashon till. The generalized engineering properties of this soil unit, as described on the aforementioned geologic map, are as follows: rr bow r SOIL UNIT GENERALIZED ENGINEERING PROPERTIES Very slow infiltration rates, excellent foundation stability, stands on Vashon fill steep natural and cut slopes for long periods, and good seismic stability. W Bergquist Engineering Services Page 10 of 13 we Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 aw The slope stability analyses for this study were performed using XSTABL software developed by Interactive Software Designs, Inc. XSTABL performs a two dimensional limit equilibrium analysis to compute the factor of safety for a layered slope according to either: (1) General Limit Equilibrium (GLE) Method, (2) Janbu's Generalized Procedure of Slices (GPS), (3) Simplified Bishop, or (4) Simplified Janbu. XSTABL calculates a FOS (factor of safety), which is the result of dividing the total forces supporting the slope by the total forces that are tending to destabilize the slope. If the FOS is greater than 1.00, the slope is considered stable; if the F05 is less than 1.00, the slope is considered to be unstable. A FOS of 1.00 indicates the slope is in �- perfect equilibrium. Because of the uncertainty regarding pertinent soil parameters used in the analyses and the variability of soil, slope, and ground water conditions, a non -seismic (static) FOS greater than 2.0 and a seismic (dynamic) FOS greater than 1.5 is recommended by the City of Tukwila for the proposed residential construction. khr 64 6W SOIL UNIT ENGINEERING PROPERTIES USED IN STABILITY ANALYSIS Moist Unit Weight Cohesion (C) Angle of Internal Friction (0) 1, Vashon till 138.0 pcf 1,000 psf 380 2, Weathered 132.0 pcf 250 psf 30° Till Note: These properties are based on the recent subsurface exploration and are within the range of ," values suggested in a publication entitled Gofeoa nrcal Properties of Geologic Mot ak by Jon W. Koloski, Sigmund D. Schwarz, and Donald W. Tubbs is Two cross -sections (labeled A -A' and B-131 of the existing slopes (see page A2) were analyzed for LJ stability. Cross-section A -A' was at the steepest slope in the area of new construction. Cross- section B-B' was at the steepest slope that intercepts the proposed buried stormwater vault. The computer program was instructed to calculate the estimated FOS for 1600 potential shear surfaces during each iteration using one of the above -described methods. The attached graphs �- show the locations of the weakest surfaces analyzed within the slope segment selected for analysis, with the surface having the lowest FOS highlighted. I�r Based on the analyses, the existing slope at A -A' has an estimated minimum factor of safety during static conditions of 2.409 against shallow failure (see page Al and A13) and 2.5 Yr against deep-seated failure (see page Al and A15.) The existing slope at A -A' has an estimated minimum factor of safety during seismic (dynamic) conditions of 0.30g against Bergquist Engineering Services Page 11 of 13 r Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 shallow failure of 1.668 (see page Al and A17) and 1.502 against deep-seated failure (see �• page Al and A19.) b. Accordingly, we recommend that a buffer of 25 feet from the crest of the slope and a building setback of 25 feet from the buffer be established. Construction and disturbance of vegetation within the buffer shall not be permitted. No significant structures, such as residential buildings or garages, shall be constructed within the 25-foot area between buffer and building setback line. "' The slope at B-B' with a 700 psf surcharge of the stormwater vault has an estimated minimum factor of safety during static conditions of 3.873 (see page A22 and A23) and 1.760 during 60 seismic (dynamic) conditions of 0.30g (seepage A20 and A21.) Because of the flatter slope at B-B', the stormwater vault may be located as close as 25 feet from the crest of the slope. in Accordingly, we recommend that a buffer of 25 feet from the west of the slope and a building setback of 25 feet from the buffer be established. Construction and disturbance of vegetation within the buffer 111`' shall be permitted. No significant structures such as residential buildings or garages shall be constructed within the 25-foot area between buffer and building setback line. The vegetation on the slope shall be maintained over the life of the project. The soils along the toe of 6J the slope shall not be disturbed or removed. The site shall be graded so as to minimize the flow of surface water over the slope. No drain lines shall be permitted to discharge on to any of the slopes. to 6.9 Construction Observation and Testing The recommendations presented in this report rely on adequate observation and testing of construction materials and procedures by the geotechnical engineer or his qualified representative.,At a minimum, the testing program must include: r„ Observation and review of site clearing and review of all foundation excavations to evaluate whether actual conditions are consistent with those encountered during exploration. • Observation and testing of placement and compaction of all fill and backfill 'r materials to evaluate compliance with specifications. M Bergquist Engineering Services Page 12 of 13 6 i %W6 Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 �r e Field inspection and laboratory testing of materials and field inspection of methods as required by the appropriate Uniform Building Code. Typically, this includes inspection of placement of reinforcing steel; inspection and testing of portland cement concrete to evaluate compliance with specifications regarding slump, .r temperature, air content, and strength. 7. REPORT UMITATIONS The recommendations presented in this report are for the exclusive use of MR. Harry Singh for the proposed residential development on King County Parcel Numbers: 812500232 in Tukwila, Washington. The recommendations are based on the subsurface information obtained by Bergquist Engineering Services (BES) and on design details provided by Mr. Jim Jaeger of Jaeger Engineering. If there are any revisions to the plans or if deviations from the subsurface conditions noted in this report are encountered during construction, BES must be notified immediately to determine whether changes to the foundation recommendations are required. r After the plans and specifications are more complete, the geotechnical engineer must be provided the opportunity to review them to check that these engineering recommendations have been interpreted properly. wa 000 r M r r Bergquist Engineering Services Page 13 of 13 r. lLocano-n: Tukwila, Washington u V ,wl 6w LJ ed Yr Yw bw ftw 6m v .tole o a • iE � !o Project Name: Proposed Pieper Shoit" Subdivision Bergquist Engineering For. Harry Singh Location: Tukwila, Washington Services BES Project Number. 200415-2 Date: March 8 2005 M Project. Pieper Plat Subdivision ftm Location: Tukwila, Washington BES Project No.: 200415-2 Date Excavated: February 28, 2005 %00 bw u iW u 919 6W ow 0 r r Log of Test Pit 1 Excavation Rig: Case 580K Extendahoe Excavated By: Ground Mision Excavating Logged By: R. A. Bergquist, P.E. Approximate Ground Surface Elevation: 242' o 0 a Z c� a o. tj Descnp on (unift Sod dossificatron System] _ BS1 SM 20.9 Brown, medium dense SAND -SILT, trace gravel & roots (Topsoil) 1 -----------------------------------------------------------�- 2- SM Brown, medium dense SAND -SILT, trace grovel 2 - 3- BS2 SP 12.7 ------------------------------------------------------------ -3- -4 Gray, medium dense, fine SAND, some gravel, occasional cobbles 4 - -5- BS3 SP-SM 17.4 -------------------------------------------------------------- -5- 6 6 -7 Gray, dense to very dense SAND to SAND -SILT, with gravel, -7- occasional cobble, trace boulder - 8- DiScult digging of feet 8- 9- BS4 SP-SM 7.6 -9 10 10 END OF TEST PIT. DRY AT COMPLETION. DRY AT TWO HOURS AFTER COMPLETION. A3 0 bw Awi &W 11d u 60 60 amw aw aw aim bw Log of Test Pit 2 Project. Pieper Plot Subdivision Location: Tukwila, Washington BES Project No.: 200415-2 Date Excavated: February 28, 2005 Excavation Rig: Case 580K Extendahoe Excavated By: Ground Vision Excavating Logged By: R. A. Bergquist, P.E. Approximate Ground Surface Elevation: 250 F_ E A ILI E a a C 70 tJ C -is Dincripfim Vnifiecl Spil.Clossification'System) BSI 30.0 Dark brown, loose, Sandy SILT, trace gravel & roots (Topsoil) ----------------------------------------------------------- - 2 2 —3 BS2 SM 19.2 Brown and reddish brown, dense SAND -SILT, with gravel, 3 occasional cobble, trace boulder —4— 1 'A hrs **--4- -5— -----I ------------- - --------------------- 5 BS3 SM 20.0 ---- aWkr;;;&-en H to��MYen R §MPA with guml ------------ 6 ML Gray, dense SILT, occasional gravel, some sand 6 E7 END OF TEST PIT. DRY AT COMPLETION. — 7 J Log of Test Pit 3 Project. Pieper Plat Subdivision Location: Tukwila, Washington BES Project No.: 200415-2 Date Excavated: February 28, 2005 Excavation Rig: Case 580K Extendahoe Excavated By: Ground Vision Excavating Logged By: IL A Bergquist, P.E. Approximate Ground Surface Elevation: 251' t z !j' Description(Unified Classificat+on System) SM ------- Brown, iq:s .]_Sandy_ SLLT - - - - - - - - - - - - -I- SM Dark brown, loose, Sandy SILT, trace gravel (Relic Topsoil) —2— ---------------------------------------------------------- 2- -3— BSI SP-SM 22.6 Brown, medium -dense, SAND to SAND -SILT, occasional gravel, 3— occasional cobble —4— --------------------------------------------------- 4 — BS2 ML 28.1 Gray mottled reddish -brown, dense to very dense, I Y. hm **— SILT, occasional gravel, occasional boulder —5— END OF TEST PIT. DRY AT COMPLETION. 7 7 A4 M Project. Pieper Plat Subdivision `r Location: Tukwila, Washington BES Project No.: 200415-2 Date Excavated: February 28, 2005 ■r bw 6W r br .. ftw Yr Log of Test Pit 4 Excavation Rig: Case 580K Extendahoe Excavated By: Ground Vision Excavating Logged By: R. A Bergquist, P.E. Approximate Ground Surface Elevation: 255' f a a z h Description (Unified Soil Classificafiorr System) _ SM _ Dark brown. loose. Sander SILTS trace grovel 8: raofs�Topsoilj _ _ _ _ _ _ _ _ _ 1 1- Reddish brown, medium dense SILT, some sand, occasional gravel 2 - - BS1 ML 21.9 2 -------------------------------------------------------------- SM Gray -brown, medium dense SAND -SILT, with gravel, occasional 3- -----------------------sravel------------------------------'�- 4— BS2 SM 17.6 G very dense SAND -SILT, occasional ravel 4 ray, rY 9 5 Qp=4.5+ tsf 5 6 END OF TEST PIT. DRY AT COMPLETION. 6 _ BACKFILLED AT COMPLETION. 7 7 Log of Test Pit 5 Project: Pieper Plat Subdivision Excavation Rig: Case 580K Extendahoe Location: Tukwila, Washington Excavated By: Ground Vision Excavating BES Project No.: 200415-2 Logged By: R. A. Bergquist, P.E. Date Excavated: February 28, 2005 Appraximate Ground Surface Elevation: 255' F i -1 BSl ML 31.3 Dark brown loose, Sandy SILTS trace gravel 8 roots�Topsoi) ----------- 1 2- BS2 SM 9.1 Reddish brown, medium dense SAND -SILT, occasional gravel 2 3 BS3 SM 25.2 3 ----------------------------------------------------------� - Light brown mottled brown, dense SAND -SILT, occasional gravel, 4_ occasional cobble 4 _ More gravel and cobbles at 4 % feet 5— BS4 SM 12.7 —5 6 END OF TEST PIT. DRY AT COMPLETION. 6 _ BACKFILLED AT COMPLETION. _ 7 7 A5 Project. Pieper Plot Subdivision %ca Location: Tukwila, Washington BES Project No.: 200415-2 Date Excavated: February 28, 2005 600 6.1 %W 11W Li W hw Uln %W fto &M 60 Log of Test PH 6 Excavation Rig: Case 580K Extendahoe Excavated By: Ground Vision Excavating Logged By: R. A. Bergquist, P.E. Approximate Ground Surface Elevation: 254' z E '2 0, C U . E . - Description (Unified Soil Classification System) BS1 SP 12.6 Brown, loose to medium dense, fine to medium grained SAND, - 2 occasional gravel (Probable fill) -2- -3- Sm -------------------------------------------------------------- Park-larnw-riJIM2 _Sffi_ MLLY, sLcmvivq1 arq_VVL 0ektopigill —I- - 4 BS2 ML 26.1 Light brown mottled reddish -brown, medium dense SILT - -4- - 5 --------------------------------------------------- PA TW** T __ - I I SP Gray -brown, medium dense SAND, occasional gravel -6- END OF TEST PIT. DRY AT COMPLETION. .7 771 Log of Test Pit 7 Project. Pieper Plot Subdivision Location: Tukwila, Washington BES Project No.: 200415-2 Date Excavated: February 28, 2005 Excavation Rig: Case 580K Extendahoe Excavated By: Ground Vision Excavating Logged By: R. A- Bergquist, P.E. Approximate Ground Surface Elevation: 252 71 E . .... .... . Cnallon ixrh tied ta"d, Cl f-i -16'n ty, s7fe -11- BS1 Sm 14.2 Gray -brown, loose SAND -SILT, occasional gravel, occasional J- - 2 cobble (Probable fill) - -2- 3 Sm -------------------------------------------------------------- --- Dark brown. loose, SAND-SI trace ravel (Relic lo 3 ------------------ ---- SILT] ----- 9 --------- - pgq�&_ FW— - Gray mottled reddish -brown, medium dense Qp=3.0 isf - -4- BS2 Sm 25.3 SAND -SILT, occasional gravel -4- -5- SP-SM -------------------------------------------------------------- Brown, medium dense to dense SAND to SAND -SILT, occasional 5- - ravel -6 END OF TEST PIT. DRY AT COMPLETION. -7 -7 - I A6 10 100 ow &.J k.� u r6J 6J we i i UP W r Log of Test Pit 8 Project. Pieper Plat Subdivision Location: Tukwila, Washington BES Project No.: 200415-2 Date Excavated: February 28, 2005 Excavation Rig: Case 580K Extendahoe Excavated By: Ground Vision Excavating Logged By: R. A Bergquist, P.E. Approximate Ground Surface Elevation: 253' o .' a Z .E-p N C min., - 'S, V" ... Description (ilnified Sal Chan cation System) _ BS1 ML 33.0 Dark brown, loose, Sandy SILT, trace grovel & roots (Topsoil) _ 1_ ------------------------------------------------------------}- 2— BS2 SM 34.3 QP=1.0 tf _2- 3 Brown motfled reddish -brown, medium dense SAND -SILT, with -3- 4_ gravel, occasional cobble 4 5- BS3 SM 10.5 QP=2.6,sf 6 END OF TEST PIT. DRY AT COMPLETION. -6 _ BACKFILLED AT COMPLETION. 7 7 A7 W TEST PIT LOG NOTES to These notes and test pit logs are intended for use with this geotechnical report for the purposes and project described therein. The test pit logs depict BES's interpretation of subsurface conditions at the location of the test pit on the date noted. Subsurface conditions may vary, and groundwater levels may change because of seasonal or numerous other factors. Accordingly, the test pit logs should not be made a part of construction plans or be used to define construction conditions. The approximate locations of the test pits are shown on the Site Plan. The test pits were located in the field by estimating distances from existing site features. Ci "Sample Type" refers to the sampling method and equipment used during exploration where: • 'BS" indicates a bulk sample taken from the ground surface or from the backhoe bucket. .. "Moisture Content" refers to the moisture content of the soil expressed in percent by weight as LJ determined in the laboratory. "Description and Classification" refer to the materials encountered in the test pit. The kJ descriptions and classifications are generally based on visual examination in the field and laboratory. Where noted, laboratory tests were performed to determine the soil classification. Li The terms and symbols used in the test pit logs are in general accordance with the Unified Soil Classification System. Laboratory tests are performed' in general accordance with applicable procedures described by the American Society for Testing and Materials. kho "V" Indicates location of groundwater at the time noticed. r Indicates location of water seepage and the elapsed time noticed. TERMS for RELATIVE DENSITY of NON -COHESIVE SOIL .. Term Very Loose Loose Medium Dense Dense Very Dense to Standard Penetration Resistance "N" 4 or less 5 to 10 11 to 30 31 to 50 Over 50 blows/foot A8 W to TEST PIT LOG NOTES continued d TERMS for RELATIVE CONSISTENCY of COHESIVE SOIL Term Unconfined Compressive Strength Very Soft 0 to 0.25 tons/square-foot Soft 0.25 to 0.50 tsf Medium Stiff 0.50 to 1.00 tsf Stiff 1.00 to 2.00 tsf Very Stiff 2.00 to 4.00 tsf Hard Over 4.00 tsf DEFINITION of MATERIAL by DIAMETER of PARTICLE Boulder 8-inches+ Cobble 3 to 8 inches Gravel 3 inches to 5mm Coarse Sand 5mm to 0.6mm Medium Sand 0.6mm to 0.2mm Fine Sand 0.2mm to 0.074mm Silt 0.074 to 0.005mm Clay less than 0.005mm A9 0 tr+ 6W %W to 461 trr rr. 1v %W t.j rr WM UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) COARSE GRAINED SOILS (Less than 50%fines. Fines are soils passing the # 200 sieve.) GROUP SYMBOL DESCRIPTION MAJOR DIVISIONS GW Well -graded GRAVELS or GRAVEL -SAND mudures, less than 5% fines. GP Poorly graded GRAVELS or GRAVEL -SAND mixture;, less than 5% fines. GRAVELS More than half of coarse fraction is larger than No. 4 sieve. GM Silty GRAVELS, GRAVEL- SAND -SILT mixtures, more than 12% fines. GC Clayey GRAVELS, GRAVEL- SAND -CLAY mixtures, more than 12% fines. $W Well -graded SANDS or Gravelly SANDS mbdures, less than 5% fines. SP Poorly graded SANDS or Gravelly SANDS mixtures, less than 5% fines. SANDS More than half of coarse fraction is smaller Silty SANDS, SAND -SILT mixtures, more than 12% SM fines. than No. 4 sieve. $C Clayey SANDS, SAND -CLAY mixtures, more than 12% fines Note: Coarse -grained soils receive dual symbols if they contain between 5 and 12 percent fines. FINE-GRAINED SOILS (More than 50% fines. Fines are materials passing the # 200 sieve) GROUP SYMBOL DESCRIPTION MAJOR DIVISIONS MIL SILTS, very fine SANDS, ROCK FLOUR, Silty Silty or Clayey SANDS SILTS and CLAYS Inorganic CLAYS of low to medium plasticity, CL Gravelly CLAYS, Sandy CLAYS, Silty CLAYS, Lean Liquid limit less than 50 CLAYS OL Organic SILTS, or organic Silly CLAYS of low Plasticity MH Inorganic SILTS, Micaceous or Diatomaceous fine SANDS or SILTS, Elastic SILTS SILTS and CLAYS CH Inorganic CLAYS of high plasticity, fat CLAYS Liquid limit greater than 50 OH Organic CLAYS of medium to high plasticity pT PEAT, MUCK, and other highly organic soils Highly organic soils Note: Fine-grained soils receive dual symbols if their limits plot left of the W Line and have a plasticity index (PI) of 4 to 7 percent. UNIFIED SOIL CLASSIFICATION SYSTEM Bergquist Engineering Services 60 A10 r • a 661 .. u ba I Q —' Poly sheeting Grode v vapor barrier fOORB Four -inch diameter, Natj a undisturbed soil Schedule 40, perforated or Structural Backfill PVC pipe sloped to drain Mirafi 140N wrapped around clean. gravel Tightline roof drain Not to Scale SCHEMATIC OF FOOTING DRAIN Project Name: Proposed Pieper Short Subdivision Bergquist Engineering For. Harry Singh Location: Tukwila, Washington Services BES Project Number: 200415-2 Date: March 8 2005 d I Al 1 A N i C c C r r r f PPRASTAB 3-08-05 11:14 250 230 a 210 m y-- X < 190 170 150 0 r, C r a 0 a a It PIEPER SHORT PLAT, TUKWILA, WA 10 most critical surfaces, MINIMUM BISHOP FOS = 2.409 20 40 60 80 100 120 140 160 X—AXIS (feet) M V w lj PROFIL PIEPER SHORT PLAT, TUKWILA, WA 11 10 .0 200.0 11.0 11.0 200.0 22.0 �. 22.0 210.0 31.5 31.5 214.0 35.0 35.0 216.0 43.0 43.0 216.0 50.0 50.0 220.0 56.0 56.0 230.0 61.5 61.5 240.0 65.0 e� 65.0 246.0 130.0 61.5 240.0 130.0 SOIL 2 138.0 140.0 1000.0 38.00 132.0 135.0 250.0 30.00 WATER 1 62.40 3 .0 185.0 61.5 220.0 130.0 245.0 CIRCL2 0 40 40 50.0 70.0 60.0 .0 .0 .0 Im IR %V MD to LH FILE: PPRASTAB 3-08-05 11:14 200.0 1 210.0 1 214.0 1 216.0 1 216.0 1 220.0 1 230.0 1 240.0 1 246.0 2 249.0 2 240.0 1 .000 .0 1 .000 .0 1 ft Al 3 r [ r [ [ r r f r [ f PPRASTAA 3-08-05 11:06 250 230 a 210 aD 4- D (n X < 190 170 150 0 PIEPER SHORT PLAT, TUKWILA, WA 10 most critical surfaces, MINIMUM BISHOP FOS = 2.500 20 40 60 80 100 120 140 160 X—AXIS (feet) t a PROFIL PIEPER SHORT PLAT, TUKWILA, WA 11 10 .0 200.0 11.0 11.0 200.0 22.0 e. 22.0 210.0 31.5 31.5 214.0 35.0 35.0 216.0 43.0 43.0 216.0 50.0 50.0 220.0 56.0 56.0 230.0 61.5 61.5 240.0 65.0 °f 65.0 246.0 130.0 61.5 240.0 130.0 SOIL a 2 138.0 140.0 1000.0 38.00 132.0 135.0 250.0 30.00 WATER 1 62.40 3 .0 185.0 +J 61.5 220.0 130.0 245.0 CIRCL2 ,m 40 40 1.0 43.0 43.0 .0 .0 .0 A CD 0 tm tn FILE: PPRASTAA 3-08-05 11:06 200.0 1 210.0 1 214.0 1 216.0 1 216.0 1 220.0 1 230.0 1 240.0 1 246.0 2 249.0 2 240.0 1 .000 .0 1 .000 .0 1 125.0 .0 ft A15 to t t r f f r r r r r f r r r PPRADYNA 3-08--05 11:18 250 230 170 150 0 PIEPER SHORT PLAT, TUKWILA, WA 10 most critical surfaces, MINIMUM BISHOP FOS = 1.668 20 40 60 80 100 120 140 160 X—AXIS (feet) PROFIL PIEPER SHORT PLAT, TUKWILA, WA 11 10 .0 200.0 11.0 11.0 200.0 22.0 �+ 22.0 210.0 31.5 31.5 214.0 35.0 35.0 216.0 43.0 ,v 43.0 216.0 50.0 50.0 220.0 56.0 56.0 230.0 61.5 61.5 240.0 65.0 65.0 246.0 130.0 61.5 240.0 130.0 SOIL V 2 138.0 140.0 1000.0 38.00 132.0 135.0 250.0 30.00 w WATER 1 62.40 3 .0 185.0 61.5 220.0 130.0 245.0 EQUAKE .300 .000 CIRCL2 40 40 50.0 70.0 60.0 .0 .0 .0 No K-1 r im r FILE: PPRADYNA 3-08-05 11:18 200.0 1 210.0 1 214.0 1 216.0 1 216.0 1 220.0 1 230.0 1 240.0 1 246.0 2 249.0 2 240.0 1 .000 .0 1 .000 .0 1 ft Al r r r r r r r r r r r r r r PPRADYNB 3-08-05 10:55 250 230 u 210 aD y-- `� OD �_ X Q 190 I 170 150 0 PIEPER SHORT PLAT, TUKWILA, WA 10 most critical surfaces, MINIMUM BISHOP FOS = 1.502 20 40 60 80 100 120 140 160 X—AXIS (feet) n A PROFIL PIEPER SHORT PLAT, TUKWILA, WA °s 11 10 .0 200.0 11.0 11.0 200.0 22.0 e. 22.0 210.0 31.5 31.5 214.0 35.0 35.0 216.0 43.0 43.0 216.0 50.0 d, 50.0 220.0 56.0 56.0 230.0 61.5 61.5 240.0 65.0 65.0 246.0 130.0 61.5 240.0 130.0 SOIL 2 138.0 140.0 1000.0 38.00 132.0 135.0 250.0 30.00 WATER t' 1 62.40 3 .0 185.0 6+ 61.5 220.0 130.0 245.0 EQUAKE to .300 .000 CIRCL2 40 40 1.0 43,0 43.0 �" .0 .0 .0 rl 0 to 0 10 FILE: PPRADYNB 3-08-05 10:55 ft 200.0 1 210.0 1 214.0 1 216.0 1 216.0 1 220.0 1 230.0 1 240.0 1 246.0 2 249.0 2 240.0 1 .000 .0 1 .000 .0 1 125.0 .0 Al hd t f f f f f r [ C f [ f f f C s PPRBSTAD 3-08-05 15:41 300 270 a 240 `*- 0 X Q 210 180 150 0 PIEPER SHORT PLAT, TUKWILA, WA 10 most critical surfaces, MINIMUM BISHOP FOS = 3.873 wt 30 60 90 120 150 180 210 240 X—AXIS (feet) i A PROFIL PIEPER SHORT PLAT, TUKWILA, WA 17 15 .0 200.0 10.0 10.0 200.0 70.0 .. 70.0 210.0 100.0 100.0 220.0 125.0 125.0 230.0 154.0 154.0 240.0 167.0 .. 167.0 244.0 192.0 192.0 244.0 193.0 193.0 238.0 193.5 193.5 232.0 208.5 208.5 232.0 209.0 209.0 238.0 209.5 209.5 244.0 210.0 210.0 246.0 226.0 226.0 246.0 240.0 154.0 240.0 193.5 209.0 240.0 240.0 SOIL 2 138.0 140.0 1000.0 38.00 132.0 135.0 250.0 30.00 WATER 1 62.40 7 .0 190.0 10.0 190.0 70.0 200.0 125.0 218.0 154.0 230.0 o.: 167.0 232.0 240.0 232.0 EQUAKE .300 .000 LOADS 1 193.5 208.5 1000.0 CIRCL2 40 40 1.0 165.0 160..0 .0 ..0 .0 m m FILE: PPRBDYND 3-08-05 15:39 ft 200.0 1 210.0 1 220.0 1 230.0 1 240.0 1 244.0 1 244.0 2 238.0 2 232.0 1 232.0 1 238.0 1 244.0 2 246.0 2 246.0 2 246.0 1 240.0 1 240.0 1 EL V11, 240.0 .0 1E .0 1 .0 1 r A23 I t [ [ t t t f E C C C t PPRBDYND 3-08-05 15:39 300 270 01-. a 240 m O W X Q 210 i 180 150 0 PIEPER SHORT PLAT, TUKWILA, WA 10 most critical surfaces, MINIMUM BISHOP FOS = 1.760 N1 30 60 90 120 150 180 210 240 X—AXIS (feet) ph A PROFIL PIEPER SHORT PLAT, TUKWILA, WA 17 15 .0 200.0 10.0 10.0 200.0 70.0 70.0 210.0 100.0 100.0 220.0 125.0 125.0 230.0 154.0 154.0 240.0 167.0 167.0 244.0 192.0 192.0 244.0 193.0 193.0 238.0 193.5 `' 193.5 232.0 208.5 208.5 232.0 209.0 209.0 238.0 209.5 209.5 244.0 210.0 210.0 246.0 226.0 226.0 246.0 240.0 154.0 240.0 193.5 209.0 240.0 240.0 SOIL 2 =� 138.0 140.0 1000.0 38.00 132.0 135.0 250.0 30.00 WATER y� 1 62.40 7 .0 190.0 10.0 190.0 70.0 200.0 125.0 218.0 154.0 230.0 taw 167.0 232.0 240.0 232.0 LOADS ho 1 193.5 208.5 1000.0 CIRCL2 40 40 too 1.0 165.0 160.0 .0 .0 .0 m r r FILE: PPRBSTAD 3-08-05 15:41 ft 200.0 1 210.0 1 220.0 1 230.0 1 240.0 1 244.0 1 244.0 2 238.0 2 232.0 1 232.0 1 238.0 1 244.0 2 246.0 2 246.0 2 246.0 1 240.0 1 240.0 1 240.0 .0 ME .0 1 .0 1 A21 NOTES fto A22 is MITCHELL ENGINEERING INC. 5r4� OF 4 Z,41..' AO pis' Al A 2v ' ,43 A�4tcqjal 4.0aF #,aNfd-ei (swr 193) t4 -77� 5WWr 5A)6 W,6,4Ja4 �-r' 1.- .0 �'b' 5&A F t 5,K,4,p 4F-: RECEIVED CITY OF TUKWILA JAN 2 8 2015 PERMIT CENTER 7821 - 168th Ave. N.l Redmond, WA 9805 (425) 747-150 mitchellengineeringinc@comcast.ni FILE COPY 5/,gia:/ 5Y 11,41-4k7-ov-1 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2015 City of Tukwila BUILD G DIVISION AD &A4- d1_ Gi�c 5�Zr�2 pls-ooze PREPARED BY PROJECT / �T 1111/� / � SHEET NO. OF DATE & SUBJECT , I �''�" �� JOB NO. a/z/ - 73 ' �17— 7821 - 168th Ave. N.E. MITCHELL ENGINEERING INC. Redmond, WA 98052 (425)747-150C mitchellengineeringinc@comcast.nei f PREPARED BY PROJECT_ DATE SUBJECT _ AS 17 SHEET NO. OFJ JOB NO. c)/4 ` ,5 �_ 7821 - 168th Ave. N.' ' MITCHELL ENGINEERING INC. Redmond, WA980_ (425) 747-15( mitchellencineerinainc@comcast.n �-�� 1 4 r/,, IlAi- PREPARED BYpoki. PROJECT DATE 1111,57114 SUBJECT .s: at ' S SHEET NO. ?OF _ JOB NO. ©� ` ' 7821 - 168th Ave. N.E. MITCHELL ENGINEERING INC. Redmond, WA98052 (425)747-1500 mitchellengineeringinc@comcast.net 6AI4,�' @ /J& 142�r - 1s1°s)#7r '5f - 6UA1j-vJ Ate. —152. 4-1 sAr- o 44-w, //a ' 21a /4-5 PREPARED BY PROJECT DATE SUBJECT SHEET NO. OF JOB NO. i 76�- 7821 - 168th Ave. N.E. MIyTCHELL ENGINEERING INC. Redmond, WA 98052 (425) 747-1500 mitchellengineeringinc@comcast.net 2 /3-213-l°-4It- 4o - SAA eIto. 14 Llv�ad4g- '04 43 PREPARED BY PROJECT _ DATE SUBJECT 5y�ls�r 6E� SHEET NO. OFF JOB NO. d �` HEAR !MALL SCHEDULE Shear Wall esignation Mail Size Nail S )aciu ALLOWABLE SHEAR berg➢-Fi➢• #2 #/get E dges Studs T®p/M11.1. Plate Blocking Re C' Ida. P1-6 8d 6" 12" 6" Yes 210 P1-4 8d 411 Yes 310 P1-3 P1-2 8d� 8d 3" 12" 2" 12" 3" 2° Yes Yes 400 525 P2-3 8d 3" 12" _ 3" Yes 800 P2-2 8d — 2" 12'° r _ Yes - 1050 Shear Wall Notes: I. P1 - 7/16 A.P.A. rated Plywood or Orientated Strand board (O.S.B.) on one side of wall. P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.I3.) on each side of wall. 2. For P1-3, P1-2, P2-3, & P2-2 shear walls use 3x studs at adjoining panel edges. Nailing shall be staggered per footnote (1) of I.B.C. table 2306.4.1 3. Nails shall be 8d common. (d = .131 inch) 4. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 5. All panel edges backed with 2-inch nominal framing for P1-6 & P1-4 shear wall. All panels edges backed with 3x framing at P1-3, P1-2, P2-3, & P2-2 shear walls. Install panels either horizontally or vertically. Space nails @ 10 inches on center intermediate supports. 6. All anchor bolts shall be installed with hot dipped galvanized plate washers. 7. Refer to foundation plan for anchor bolt size, spacing and mudsill/rim connections. J STRUCTURAL NOTES CODE: DESIGN IS N ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDNG CODE (I.B.C.) AS AMENDED BY THE LOCAL BUILDNG DEPARTMENT. LIVE LOADS: ROOF ------------------- 2 5PSF FLOOR ----------------- 40PSF LATERAL WIND ------------------ EXPOSURE B, 85N PH/I I0MPH(ULT) SEISMIC -------------- SITE CLASS D FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF P-6" BELOW ADJACENT EXTERIOR GRADE. CAST -IN -PLACE CONCRETE: F'c=2500 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL NSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO BUILDNG CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER NSERTS SHALL BE SECURED N POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 NCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A653M CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST 300 (STAINLESS STEEL). FASTNERS FOR PRESSURE TREATED AND FIRE -RETARDANT TREATED WOOD SHALL BE ZMAX HOT DIPPED GALVANIZED (G185), STAINLESS STEEL, OR SHALL MEET ASTM 153 REQUIREMENTS PER IBC. SECTION 2304.9.5 AND IRC SECTION 317.3.1 REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED N CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615 GRADE 40 FOR #5 AND SMALLER REINFORCEMENT AND GRADE FOR #6 AND -A1, 41 LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD WITH A MNIMUM RADIUS OF 6 BAR DIAMETERS (1'-7" MNIMUM). CORNER BARS (2'-0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS NOTE OTHERWISE ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWNG MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3 NCHES CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS 2 NCHES #5 BAR AND SMALLER 1-1/2 INCHES STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, fy=36000PSI. ALL WELDING SHALL BE N CONFORMANCE WITH ASTM AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS. STRUCTURAL TLVIBER: ALL LUMBER SHALL CONFORM TO WWPA GRADNG RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD N CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2X FLOOR JOIST HEM-FIR#2------------------- Fb=850 PSI 2X ROOF RAFTERS HEM-FIR#2------------------ Fb=850 PSI 4X BEAMS DOUG-FIR/LARCH #2---- Fb=850PSI 6X BEAMS DOUG-FIR/LARCH #2---- Fb=850PSI LUMBER NOT NOTED HEM -FIR #2------------------ Fb=850 PSI MISCELLANEOUS HANGERS TO BE SIMI'SON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE N ACCORDANCE WITH THE CURRENT I.B.C. SCHEDULE. FLOOR SHEATHING: SHEATHING SHALL BE'/ INCH TONGUE AND GROOVE A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. xI WALL SHEATHING: SHEATHING SHALL BE 7/16 NCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLU-LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILM DRYED. STRESS GRADE COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS BEAMS. ROOF SHEATHING: SHEATHING SHALL BE 5/8 INCH A.P.A. RATED SHEATHING. SPAN RATNG 32/16, NSTALLED WITH LONG DIMENSION ACROSS SUPPORT. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS SPACED AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2)2X8. ALL VERTICALLY LAMINATED COLUMNS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS SPACED AT 6 INCHES ON CENTER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 HEM-FIR#2 WITH ONE CRIPPLE AND ONE STUD AT EACH END FOR OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT CALLED OUT ON THE PLAINS SHALL BE (2) STUDS SPIKED TOGETHER WITH 12d NAILS AT 12 INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MNIMUM OF 48 INCHES. ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-FIP/LARCH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHNGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ROOF TRUSSES SHALL BE DESIGNED AS ATTIC TRUSSES WITHOUT STORAGE MEETING I.B.C. TABLE 1607.1 FOOTNOTE i MITCHELL ENGINEERING INC. (20 LO r .> r )� as PREPARED BY PROJECT DATE Il f -c-2>/4 SUBJECT 7821-168thAve. N Redmond, WA 980 (425)747-15 mitchellen-ineerin,-inc@comcast.i / �7L 2x PAP, SHEET N0. ` � OF JOB NO. C4 _ Z MITCHELL ENGINEERING INC. PREP 1E ARLD B� DATE PROJECT 7821 - 168thAve. N Redmond, NVA 98C (425)747-1' mitchellengineeringinc@comcast.: SHEET NO. OF _ JOB NO. c- , " ., 73¢ SUBJECT MITCHELL ENGINEERING INC. PREPARED BY ' " ' � PROJECT��T DATE 11114,5114 SUBJECT 7821 -168th Ave. N Redmond, WA98( (425) 747-1 ` mitchellengineeringinc@comcast. A�1 ro- 140� 4 SHEET NO. OF JOB NO. ��� _ MITCHELL ENGINEERING INC. PREPARED BY PROJECT DATE SUBJECT 7821 - 168th Ave. N Redmond, WA 98C (425)747-15 mitchellengineeringinc@comcast.i eo��rnJ,4�,m L,��, &yjj 4 54 1 �-kr SHEET NO. 8 OF JOB NO. �14 ' 73 .......... a R bt 4 LI C-4 I 2Z 0 rA L 7821 - 168th Ave. N.E Redmond, WA 9805'. (425) 747 - 1501 -Ivll-�14'-Tor fEA-ra- VvA LA, e7l�014 0,LcJ,ow,.i Vv PREPARED BY PROJECT SHEET NO. A- OF DATE— SUBJECT JOB NO. z,7/4 - 791( .�-.:._..:.... F. •--.t..'—:-•, r.—fa...:....... ....� .. : ' ..... •�.�.. 1' . '1 .�'. _ . . r:- Alt=l -t. .\':�� F ",�, 4At"`" E eAA &1-- 9 M ! zl:. 0 6 6 0 . 7821 - 168th Ave. ME Redmond, WA 9805 (425)747-150 olk d_"Ljm� go REPARED BY PROJECT SHEET NO. LrOF DATE �/ /v �i SUBJECT JOB NO. 014Q 54 MITCHELL ENGINEERING INC. r,1-2,4f/� 1)� /7" �u-r �444*,!�J L" �22'; e. V i it ►► t ,1 � VVA*ii /ZA2 P.,-- PREPARED BY a4 % PROJECT DATE ° / �� / SUBJECT .51jiwT 7821 -16t Redmond; (4)5)'�,. mitchellengineeringinc@coma, '5044,�- �/4 Vk77441. / 1b SHEET NO. / OF JOB NO. ��—� v.ra!+cp�t.•3M"rn::^i.:t'�'Ih_.-`�,:�J:E�.c:x.,'._��_ ::l.J tl:.,•v_ .�?InecT.:m - -a.y_,:�.:Iw_:ll.: .; i}v�D'=V.: �I:�ikiY. 7821 - 168th Ave. N.1 Redmond, WA 9805 (425)747-150 4a �4tjal F41e- Avcklaw.j L4�0�,, OAS i � 9 ! d 9 I a 1 � .1 � •:e y-� i �, � � r t F Y•�I� ..i � ��.,� _ � i`® 53. . i0 LI� ILI �t.� �'- it ��-,• �/ � m _� .1 e„�, IAI . a -a PREPARED BY /� PROJECT DATE " //� /4 SUBJECT SHEET NO. / 7 OF JOB NO. O�' ' y � ITS ELL ENGINEERING INC. 7821-168th Ave. N.F Redmond, WA 9805 (425)747-150 Et o I, c-L- �t _ r_r vft r 14 � 11 AJ WPC ✓�.�.10 Loll PREPARED BY.� PROJECT DATE / SUBJECT SHEET NO. 6 OF JOB NO. D �� 7,54 PREPARED BY ° PROJECT DATE /� SUBJECT 7821 - 168th Ave. N.E Redmond, WA 9805: (425)747-150( fVA SHEET NO. ICI OF _ _ — JOB NO. d/44734 7821 - 168th Ave. NE Redmond, WA 9805 (425) 747-150 MITCHELL ENGINEERING INC. • � `� ,'� .��) ;� may- a..' `.1 ;:_ i 142 I 22 I 17 ) /J PREPARED BY )-111'a- 0 PROJECT DATE A/ x`'�4 SUBJECT f { 7821-168thAve. T Redmond, WA 98( (425) 747-1 A mitchellengineerin;inc@comcast. 2x �., 2 / SHEET NO. 2 / OF Tnu ern 4; 754 1MITCHELL ENGINEERING INC. , Y `M � � �. � •j'� `` '. a ^ .dui s :�� ��y40 � yAJ 14 PREPARED BY " !/ PROJECT DATE SUBJECT ELI�S�,T goy /�7L I IT 7821 - 168thAve.1 Redmond, WA 9,� (425)747-1 mitchellenC)ineeringinc@comcas' 8HEET NO. �2 OF JOB NO. �/j4 — ' L'7�J A OAS 4,A CO - A 6Lj s 7821 - 168th Ave. ME Redmond, WA 9805: (425) 747-150( PREPARED BY/ PROJ�CT.N �^X 7- SHEET NO. ;;7:5 OF DATE �!' SUBJECT JOB NO. a4 - 7 ., _:..,. •_.•,a::: •sr._ is-a�( 'i�V ti.- rxl�:vn,�..Ree: iF «v1..=T(: - '!-�.'•�' RnY•:;-.iauy:;W _ a :. ,_ :_,�,,, OEM (.,ia:r.�->,a�t�tr..�i;=_ r-rA .�i: .;S?.'-z n.� = TM:r!��:w�T'•_F�_ 7821 - 168th Ave. N.F Redmond, WA 9805'. (425) 747-1501 PREPARED BY PROJECT ��/�%� SHEET NO, OF DATE /J SUBJECT JOB NO. 44 3 4 MITCHELL ENGINEERING INC. PREPARED BY DATE PROJECT 7821 - 168th Ave. N Redmond, WA 980 (425)747-15 mitchellengineeringinc@comcast.i 4�;ja'la 1�a �y"P'jg- 4 �22 ji SHEET NO. --F OF JOB NO. �I-_ '54 _ SUBJECT MITCHELL ENGINEERING INC. PREPARED BY161,41 DATE 1111y /4 PROJECT SUBJECT 7821 - 168thAve. N. Redmond, WA 980' (425) 747-15( mitchellengineeringinc@comcast.n SHEET NO. OF JOB NO. 4D/4 / �� • 7821 - 168thAve. N.' MITCHELL ENGINEERING INC. Redmond, WA 980` (425) 747-15( mitchellengineeringinc@comcast.n PREPARED BY P/1 DATE ` / " `� /4 PROJECT SUBJECT ls��/IA7- SHEET NO. L70F JOB NO.014 7 54 ENGINEERINGMITCHELL Redmond, • .80 PREPARED BY4I.S4 DATE � PROJECT— SUBJECT SHEET NO. `�.Or JOB NO. 4f �� •:A. :-.� a�i.;c•Y'.+.c:r.'cZ:�+.�.i ta'r..'5^.d:�'.T.�X�id��: u_ - ;nC.�`4�.i - tT�.� 7821 - 168th Ave. N. Redmond, WA 980. (425) 747-151 I ��1'�fl-9'7AvF A v 14004 car Ztn --- r 3X:�, i �2�ft�' Gr �CJ�nG ��T PREPARED BY / PROJECT S:-IEET NO. 21 Or DATE �� /�'� / SUBJECT JOB N0. ���—/ MITCHELL ENGINEERING INC. /`7 �I PREPARED BY DATE PROJECT SA41W SUBJECT 7821 - 168thAve. N. Redmond, WA 980, (425) 747-151 mitchellengineeringinc@comcast.r -�l-L71k& t- — SHEET NO. 7 J OF JOB NO. z:4—a-3 MITCHELL ENGINEERING INC. PREPARED BY Z/-/),)L/ DATE PROJECT 4/y-% T SUBJECT 7821 - 168th Ave. N. Redmond, WA 9K (425) 747-15, mitchellengineeringinc@comcast.r UV/L-L' 1 BALL SHEET NO. 31 OF JOB NO. a4-/54 2r 12 i 4 Li WA� ®� PREPARED BY PIV PROJECT DATE �� /-� SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425)747-1500 SHEET NO. �2OF JOB NO. A::::71 �� MITCBELL ENGINEERING INC. PREPARED BY DATE // Tlo,:l 424 PROJECTc/�� SUBJECT 7821 - 168th Ave Redmond, WA � (425) 747 SHEET NO. v3 JOB No. 0P4 -h OF— •z,MITCHELL ENGINEERING INC. s ] q 1p—; , �,� u' �� E;4�y_ � 14 �-Zs5 7821 - 168th Ave. N.: Redmond, WA 980' (425) 747-15( x/44/ -SILI. JV/5/74 tX /i5 4zvl, 1471 d%�/J7)k.4L WA ,s ,t ��-2-4� �12/( LA Lo . Fv- "--�T /4:a;,4 A2,44til 44� - 754- ! � J 7Y G..4/r /yv�al�� ��l�so��s'rf,�n/4I�-/ TKK�AL. �Do7ii--ll 4 �W� &9 4::: � k4vS At 4 , i av �'if1z�L � T-T— p` I 11�11P�tau C�;Lio Cox t2 ,a. C;!,,,' _ . r,41' �a� l �J&- cl� T,O,L- U,-Iy- t,-)F J,2 ctij.0 C 212 T Aeu-,YZ77e . Flir��T — /42aJ City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 18, 2015 HARRY SINGH 13409 SE 237 ST KENT, WA 98042 RE: Correction Letter # 2 COMBOSFR Permit Application Number D15-0021 SINGH RESIDENCE - LOT 6 - 5150 S 172 LN Dear HARRY SINGH, 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: PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. • The maximum building footprint for this parcel is 2,349 sq. ft. - the area calculated based on the foundation plan, found on sheet 2 of 7 is 2,359.5 sq. ft. or 10.5 sq. ft. in excess of the maximum building footprint. The structure size must be reduced to meet the requirements of TMC 18.10.057. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accented through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0021 F,?M cn„rh... f R ,ilo.,nr.l C„;t, Blnn . T„",;l., 1V—h;„. f— OR1RR . Ph— ')nK_Q?1_7K7n - JV-,• MK-421_?��S City of Tukwila Permit application # D15-0021 Lot # 6 - 5150 S. 172nd In. Building Dept. 1) SEE REVISED FASTENER SCHEDULE ON SHEET A-2 2) SEE SHEET 1 OF 7 3) SEE SHEETS 3 & 5 OF 7. SEE REVISED WINDOW SCHEDULE ON SHEET A-2 4) PER ENG. 5) SEE SHEET 3 OF 7 6) SEE SHEET 3 OF 7 7) SEE SHEET 6 OF 7. SKYLIGHT HAS BEEN CHANGED & DETAIL ADDED 8) SEE SHEET A-1 9) SEE SHEET A-1 10) PER CLIENT 11) SEE SHEET 5 OF 7 12) SEE SHEET A-1 Planning Dept. 1) SEE SHEET A-1 2) SEE SHEET A-1 REVISED SITE PLAN 3) SEE SHEET A-1 REVISED SITE PLAN 4) SEE SHEET A-1 HEIGHT CALCS. SHEETS 1 & 7 OF 7 REFLECT. ALL DIMENSIONS SHALL SUPERSEDE SCALEED 5) SEE SHEET A-1 PW Dept. 1) SEE SHEET A-1 2) SEE SHEET A-1 3) SEESHEETA-1 CORRECTION RECEIVED 4) SEESHEETA-1 LTR# CITY OF TUKWILA MAR 10 2015 PERMIT CENTER r City of Tukwila Department of Community Development February 26, 2015 HARRY SINGH 13409 SE 237 ST KENT, WA 98042 RE: Correction Letter # 1 COMBOSFR Permit Application Number D15-0021 SINGH RESIDENCE - LOT 6 - 5150 S 172 LN Dear HARRY SINGH, 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 11x17 to maximum size of 2436; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. Notes, fastener schedule and details on sheet A-1 indicate or reference to outdated 2009 building codes. Just changing the code reference to 2012 is not sufficient for compliance. Please revise all code notes, tables and details to show compliance and consistency with current 2012 codes. (IRC R105.3 & R602.3) 2. Revise elevation sheet #1 to show elevations as North, South, East and West. 3. Specify on the plans egress windows for Guest room, Bedroom #2 and Master bedroom. 4. In addition to the engineering calculations provided, architect and/or engineer producing the plan design sheets shall wet stamp and sign (not copies) minimum of two copies of each plan set sheets. (NOTE: Engineers sheets are wet stamped and signed on this lots plan set.) 5. Show combustion air from the outside provided for the fuel burning appliances located in the garage and specifies type and size of openings. 6. On the plan #3 specify the garage door to be provided with self -closing device. 7. The roof plan shows two skylights side by side. Provide an elevation detail for the skylight framing. Provide a manufacturers detail or specify method of flashing where the two skylights join together to prevent moisture from entering the building. 8. On the site plan, provide a plan detail that shows a footing drain or a crawl space water -discharge system. A discharge system shall generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The detail shall show size of discharge pit with pit specifications and dimensions or where the discharge pipe shall terminate to an approved culvert with screening. The intent is that groundwater will not accumulate in the crawl space. (IRC R401.3, R405.1, R408.6) 6300 Southrenter Bnulevard suite #100 9 Tukwila Wn.chinntnn 981RR e Phnne 206-437-3670 • Far 2.06-431-3665 9. Provide elevation benchmarks for the site with finish floor elevation shown in relation to street elevation and/or corner lot benchmarks. This is to verify height of the lot shall be graded to drain surface water away from exterior foundation and allow sufficient drainage for footing drains. The grade shall fall a minimum of 6 inches within the first 10 feet. (IRC R401.3) 10. Provide a Geotechnical site soils evaluation report by a registered geotechnical engineer. Evaluation shall include the determined load -bearing values of the site soils for footing design requirements and shall specify recommended method for footing drainage/disbursement and/or discharge system sizing. Confirm the footing bearing recommended by the geotechnical engineer is consistent with the structural engineer's calculations. 11. Provide deck cross section details to show method of flashing to prevent moisture damage at exterior walls and post, flashing at door threshold, show deck edge flashing, deck exterior framing, decking/deck-coating type materials, guardrail details, column details and exterior finished under deck and column trim specified. 12. Provide on a cover sheet or site plan (same size of the plan set 2406) with building statics or information indicating the type of residence (R3), building code references, energy codes, Tukwila city codes, designer and engineer, sprinkled, and parcel with lot number to include any other related building information. Include a City of Tukwila vicinity map where this lot is located. Much of the review memo request indicated in #8 and #9 above may be included on this sheet. PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. • 1. The site plan shows a structure extending into the 5 foot side yard setbacks on the east side of the house- this is not permitted. Only eaves may extend two feet into the side yard setbacks. 2. The site plan states that the west side yard setback is 13.5 ft. - I measure 8 feet on the 1 "=20' scale. 3. Please correct the site plan when revising the building plans to remove the structural extension into the side yard setback. 4. I measure 32 feet at the ridge point - please confirm that the structure complies with the 30 ft. maximum height standard. 5. A condition of approval for the short plat is the planting of a street tree for each lot. Please show on the site plan where the tree will be located. See enclosed landscape drawing from short plat approval L04-070. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards DATE: February 24, 2015 PROJECT: Singh (SFR) Lot 6 at 5150 S. 172nd LN TL no. 812520-0239 1 st Review Comments PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. David.McPherson@TukwilaWA.gov 1. Revise site plan to include (1) show & label water meter and service line to new house (2) label water meter size (3) show and label sanitary side sewer to new house (4) show and label drainage flow arrows and downspout connection(s) to storm drainage system (5) F.F. elevation. 2. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. Show on -site drainage system including profile - if footing drain and downspouts are sharing a single discharge pipe. 3. NOTE: If water meter for the new house is 3/a-inch then the house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works Project Inspector that a 3/4- inch water meter and service line meets domestic water and fire flow requirements. If domestic water and fire flow requirements are not met, then a 1-inch water meter with a 1-inch service line is required. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 9 Fax 206-431-.3665 4. NOTE: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated polyethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0021 6300 Southcenter Boulevard Suite #100 a Tukwila Washington 98188 • Phone 206-4.37-3670 • Fax 206-4.31-.366.5 PERMIT CDORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0021 DATE: 03/23/15 PROJECT NAME: SINGH RESIDENCE = LOT 6 SITE ADDRESS: 5150 S 172 LN Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REV.IEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Fire Prevention ❑ Structural ❑ Planning Division a Permit Coordinator R DATE: 03/24/15 Structural Review Required ❑ DATE: DUE DATE: 04/21/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 15-0021 DATE: 03/10/15 PROJECT NAME: SINGH RESIDENCE - LOT 6 SITE ADDRESS: 5150 S 172 LN Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Fire Prevention ❑ Planning Division Publtc rksIN Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 03/12/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/09/15 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only 1 CORRECTION LETTER MAILED: 1 6 Departments issued corrections: Bldg ❑ Fire ❑ Ping 2/'P'W ❑ Staff Initials: 12/18/2013 PERMIT COORQ COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 15-0021 DATE: 01/28/15 PROJECT NAME: SINGH RESIDENCE — LOT 6 SITE ADDRESS: 5150 S 172 LN X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Revision # before Permit Issued Revision # after Permit Issued bpi, t4w qBlding Division Fire Prevention Planning Division Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 01/29/15 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/26/15 Approved ❑ Approved with Conditions ❑ Corrections Required d (corrections entered in Reviews) Notation: Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg— Fire ❑ Ping4&— PW 00- Staff Initials: 12/18/2013 City ®f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi]aWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax,: etc. Date: E Plan Check/Permit Number: —� 2 ❑ Response to Incomplete Letter # �— Response to Correction Letter # �d Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: t5 Contact Person: Summary of Revision: Phone Number: 2A0" °-2z PERMITCENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revi i c Received at the City of Tukwila Permit Center by: Entered in TRAKiT on ')") City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukxvila, Washington 98188 Phone: 206-431-3670 Fax: 206431-3665 Web site: h,�://xww.ci.tulnvila.wa.us REVISION SUBMITTAL Revision submittals nzusL he subnutted itz person at the -Perm. it_ C_entar._ Revisions. wllL zot-he accepted through the mail, fax, etc. Date: ❑ Response to Incomplete Letter # Plan Check/Permit Number: D 15-0021 ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Singh Residence — Lot 6 Project Address: 5150 S 172 L1 Contact Person: Summary of Revision: Sheet Number(s): Phone Number: "Cloud" or highlight all areas of revision including date of revision 77�wReceived at the City ofTulavila Permit Center by: ,Entered in TRAKiT on -4Vt/ 1� \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: CITY OFTUKW I.A PERMIT CEM" ER ,. CITY OF TUKWIL Permit Cemur/Building Division: Community Development Department 206-431-3670 Permit Center Public Works Department: 6300 Southcenter Blvd., Suite 100 206-433-0179 Tukwila, WA 98188 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: ❑ 1 Part A: To be completed by applicant Site Address: 51 XX S 172nd Ln lots 2, 4 & 6 (attach map and legal description showing hydrant location and size of main):. Owner Information: Agent/Contact Person:: Owner Name: Harry Singh Agent/Contact: Owner Address: 5140 S 172nd Ln., Tukwila, WA 98188 Agent Address: Owner Phone: 206-261-7657 Contact Phone: This certificate is for the purposes of: 3 New SFR BUILDING PERMIT ❑ PRELIMINARY PLAT ❑ SHORT SUBDIVISION ❑ COMMERCIAL INDUSTRIAL ❑ REZONE ❑ OTHER Estimated number of service connection and water meter size(s): Three 1" water meters Vehicular distance from nearest hydrant to the closest point of structure is Lot 2 - 55'+/-. Lot 4 - 55'+/-, Lot 6 - 55'+/-. See attached map. Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner/Agent Signature Date PART B: To Be completed by water utility district The proposed project is within TUKWILA /King n No improvements required. (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: Fixture count forms approved by the City of Tukwila Building Department needed to receive reduction in number of ERU's charged for I" water meters. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 1000 gpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure/fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. RECEIVED Water Availability: CITY OF TUKWILA 0 Acceptable service can be provided to this project JAN 2 8 2015 ❑ Acceptable service cannot be provided to this project unless the improvements in item B-3 are met. PERMIT CENTER ❑ System is not capable of providing service to this project I hereby certify that the above information is true and correct, bpsedon the best available information. HIGHLINE WATER DISTRICT / 206-824-0375 By Agency/Phone JE YJDEARDtoDISTRNEER 00,� 1 Test Report Print Title for Pieper Short Plat 19 3552 Static Demand Static Pressure Static Head (gpm) (psi) (ft) 0.00 125.94 535.65 Fire -Flow Demand (gpm) 1,000.00 Date: Tuesday, January 13, 2015, Time: 13:37:05, Page 1 taken from node at H3177 Residual Pressure (psi) 105.14 Available Flow at Hydrant (gpm) 2,469.05 Available Flow Pressure (psi) 20.00 Ilk i • U I 0000 00 ,2H I 6 . . . . . . . ... ... lY ' � U N 0 Y O 0� o - cro 0L Q I '—� — �0\ J - r, N � U.)08 \ � Mo � o N s�. \ v w 0 h ^ � M I ~ Z \ �! 2.22 a to omo � QN NIn h,O J140N 0000 h D N N 1I8� ,�na�� In75.06, CDCDO °0� L00 HS 213d31 � CD �o�o, 47.03 tooao 00 LOOO u� ��� 71.04 �0pt �M � p rn U rn o�� b 06 rn co CD P32 00 CD OOLLn OOl 1. 8.01 LO 59 69.38 00L ou h o Ln I 0-4 coh CD N M 04 Np N N M _o �� N N LO O !<_vD clI I h h oo • �+ r- h to Q N N { N CD O Q (n .co •- `� w CIO001 Z lki D N N N `d � N�N (n Nd CA. of04 r h O h h h 000 ZH 0g OZ o ISZz `°00i > 'S '3nb 1S lS M a — o-- rn � J 0 02 . 001'6l N, o Aocfi ���+. 02 0 r, j 3460 S 148th Suite 100 Seattle, WA 98168 Phone: (206) 242-3236 ' Fax: (206) 242-1527 CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY Residential: $ 50.00 Commercial: $ 100.00 Certificate of Sewer Availability OR (` Certificate of Sewer Non -Availability Part A: (To Be Completed By Applicant ) Purpose of. Certificate: ['Building Permit ❑ Preliminary Plat or PUD ❑ Short Division ❑ Rezone ❑ Other Proposed Use: ❑ Commercial E�4esidential Single Family ❑ Residential Multi -Family ❑ Other Fl- Phone Number Applicant's Name 1,RAJ lqy &W i.�= Property Address =,50 172L1-1 Tu ku11ZA Tax Lot Number9152d0239 Legal Description (Attach Map and legal Description if Necessary); Part B: (To be Completed by Sewer Agency 1 a. A Sewer Service will be provided by side sewer connection only to an existing 6" size sewer feet from the the has site and sewer system 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 ❑ (3) Other (describe) 2. Must be completed if 1. b above is checked a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR C', b. The sewer system improvement will require a sewer comprehensive amendment. 3' a. 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 (" a. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following; -• a. District Connection Charges due prior o conj� ectiol� Permit $aO- C"7 d i l✓FJ'eww� 4-lcdZ G� 7't L GFC: $ g� °=. SFC: $�Unit: $ Total $ hQ ck 4%eh ec c. ,a yr C-k&nf e- (Subject to Change on January 1st) `� / RECEIVED Eithef a King County/METRO Capacity Charge, SWSSD or Midway Sewer District OWT UKWIL.A Charge may be due upon connection to sewers. JaN z g 2015 b. Easements: ❑Required May be RequVAM(T CENTER c. Other I hereby certify that the above sewer agency information is true. This certi ication shall be valid for one year from the d to of signature. BY .�,, Title Date ( ) 0-2 O1 N3_ 00)__ Department of Natural Resources and Parks Wastewater Treatment Division King Gwnty Residential Sewer Use Certi-fli Nation Sewage Treatment Capacity Charge To be completed for all new sewer ^S,�.� connections; or change of use of existin; ® This form does not apply to repairs or replacements o existing sewer connections within five years of dis(,u send:. Please Print or Type Property Street ddress TA_ W&& W__� 1q, I - City State LIP Owner's ame Owner' Mailing Address City ^� State ZIP ^1 Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Party too b Bill d i(if �iiffgunntt than Owner): �i2—L-& — Name Street Address For King County Use Only Account 4 No. of RGEs Montl;ly ``lair:. Sewer bistrict / Agency Contact & Phone Number Date of Sewer Connection Side Sewer Permit Number Required: property/ 'Pax Parcel Number Subdivision Name Subdivision Number 16r Lot Number Block Number City State ZIP Residential Customer Please check appropriate box: Equivalent (RCE) [O'Single-family (free standing, detached only) 1.0 Multi -Family (any shared walls): ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3-Flex (0.8 RCE per unit) 2.4 i--I 4-Piex (0.8 RCE per unit) 3.2 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = Building Name bi 5� %- 00azi Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? O Yes O No Was building on Sanitary Sewer? []Yes ZNo Was Sewer connected before 2/1/90? ❑ Yes [ 'NO Sewer disconnect date: Type of building demolished? Request to apply demolition credij4E16 i 8pjldings? ElYes El No CITY OF TUKWILA If Multi -family, will units be sold individually? ❑ Yes [�] No If yes, will this property have a Homeowner's Association? D Yes Dv No JAN 2 8 2015 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities sh?ERWT1oGGNc tt5Brge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-684-1740. 1 certify that the information given is correct. I u derstan t at the capacity charge levied will be based on this information and any deviation will require resubmission of Corr t f r de rmination of a revised capacity charge. Signature of Owner/Representative Date Print Name of Owner/Representative & 1 CITY OF TUKWILA Permit Center/Building Division 206 431-3670 • Department of Community Development Public Works Department • 63oo Southcenter Boulevard, Tukwila, WA 98188 2o6 433-0179 Telephone: (2o6) 431-367o FAX (2o6) 431-3665 Planning Division ..: 2o6 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO:I STATE OF WASHINGTON) ) ss. COUNTY OF KING ) && OZ25e states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.ogo applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have and state law in any decision to engage an unregistered contractor to perform constructi n work. 41 O er/Owner's Age YU LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MAY 29, 2018 Signed and sworn to before me this day of / 1 rtrC�1, 20/-5�, NOTARY PUBLIC in and for the State of Washington Residing at Ki n q , County Name as commissioned: La U r I e A W e d e My commission expires: 05/29/18 18.27.000 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental .to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. Aii entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. * Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. cA, t. L r Y, 1j`i/�!''{ � , 5i•t l�bl�`1�i2':'�i'tAf��;i'©: •�w�+ kk Y// W wo A, MRqMM :rT �Lw_-I PRO L—e- '14C A M Te . P 4 M-: 0 V U -'2 L -A r pnx-,m _J J ...INS ffi7 VE Vi - -:;A 7 MM "LAtat k.7T `41A' 17 OR , Im - T 09 A." MOW " -14: ..4 'I J A "IN T 66W. 6T 7 ;9 ":40 , .;, 3 TWI.-.W 'T k ANY AR t m Ohio•:, VR 4 _R -�Af,! E r7l) All 0, -0 _Ay E A 11 WN 7 ILti S > tv 4 nar, 2' H � -it .T p y T TPJ) 1. 9 4W . A r -P. v. 4• 07 WT, 21 ia J (0 �'A xe!, "I k0' 77-.4 71315W A N N To 144law AIK:! X tw- 5. 1, 7..tiicst ,!T 95M. .Mr .1oU -HAM .r. 6N:, SIM 4 FOR*, ris =Y, 44 41; - A, ? K 7 - y P gin"W-:Sa M'. 5:4 1. - T7 J M J y T. • 1. 7Q �9 isWATJ�K`- I . -- , , .;_War, To. - TIM R-ATT-1 `0 X AH -Atr st N Ar Jis A A -RAM AL AN2W.' &I W P_ X -,j J #40: U` Sim, wf M. 0 -ca0pt -AT. MM(4 --'Wlth 'A CA J 'Um . . . . . . . . . . . . 1A G D Jost 1.st;of ton -Plat .P .cr e drai -M •, u; A ft. To a vG._ d 6 i�ches abo .4 : . - W. g an♦ th4:4�'*"'i)"u"t"'g;id'e".""e' dgi; of the footin r TIN L ns s vel or ekt6hd`dt:: ea 'T 'Ago FK=6 %-A eyond b M11 with an approved a- tiof the.footingand be covered w th UI MATrk "LO s or perforated TREA iA 4 rainage tile R M, Aa." filter ifiernbratid material. D )7.. v T �7_ 'S of 2 inches of washed pip all Q sh be placed on a minimum larger than rock at least one sieve size gravel: or crushed 4ii v ith not 'r. r.JA r the the joint opening or perforation- and co ered w• :. T AU V Vf Wsr, ...... -"N-:WALU9,r6.R` "ft' rial. Only approved less than 6 inches of the same mate II RU WEATUWM: V VR;- PA_ nd side of the footing drain filter "filter membrane" shall be the LOT SQ FT 6780 FT2 STRUCTURE 22 75.8 FT2 PORCH 68 FT2- "'2843.8 FT2 'COVERAGE ArPTIC VENTILATION 7 ............. _k JL over L e LVF A, in. c covering the X I excepted. method placed e footing drain. FOUNDArPION VENTILAr"PION gravel or crushed roc ...... aid<,milh7,�A .015 5E r. ,.Ar rate ... INTOMIE, a At d pipe shall be I R, ;IA;n nthlitio ns: 11_:� VIL. U ()ns ow 4_1 perforatt xisting_b ng r dt e uildings footing F, V shall extend to a designed SITE PLAN :SCALE='= 1` 201-0)) HEIGHT'CAL CULATION AVERAGE*.-. GRADE..== 25110 FINISH FLOOR 254.601 P :POINT`.�.-PITCHED ROOF 278.69 5 59' (3 0'- 0 11 MAX) 27&`69 2-53610 (AVERAGE GRADE SHALL BE DETERMINEDTROM 4 POINTS 5 FT. MIN. -AWAY'FROM STRUCTURE), 253-.0'+Z54.3+252.8'+252.3'= 253.10) —SEE SITE PLA.N ABV. ..J If*]. iinage system. 71 'ANY* AWTRA Ar ASO'" IT T 7 % bf:-% WKIM—MA AR `P�.':.#M 'W AIR,- SLWA PR a ... . ... . .1 'T 1llr ALL J! L W� wo T V OY' A fr,Y,,r. NOTEI: -FORA LL EN G. IN EN REFER TO: S- �HEETC�� . 'hese plans have been reviewed by the uo -SEE SHEET A-1 FuRi EFFRENCE Works Department for conformance wit] City standards. Acceptance is subject to errors and omissions which do not authorize violations of Jopted standards or ordinances. The responsibility or the adequacy of the design rests totally with the A, -,.-designer. Additions, deletions or revisions to these ``drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: ............. 'I NTERSTAT 405 u. 160 ST Cf) SOUTH 0 > CENTER < MALL S166 ST SITE rn ly L9 11 VICINITY MAP FILE COPY Permit Pio, Plan f@vl@w WrOval Is subject to errors and omIssiono, of conatruction documents SEPA r--,ATF--- PF- f- A - j�� IT RE Q U1 R D F 0 R: f,PfQVA-1 does not to Ih@ violfalon of tiny ted code or ordinance. Receipt ❑ad EJ Nlobiian;cai 'Of WMV9d FloWd n)�nsls MMOMedged., 0 EoC,Lrical Plumbi 13 ng- 11 Gas Piping CitY of Tukwila BUILOPJIG DOVISION VAX, M mzmm PLANNING APPROVED No changes *can be made. to these plans without approval from the.....' Planning Division of DC® Approved 13y:.0A_-AA'*h-_UAe'_=NNMEN-P_N� Date: CORRECTION LTR# REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. ubmittal I , t,1071 E: Revisions will require a new.,plan s ivip and may include additional plan ib vi f0cs. J RECEIVED CITY OF TUKWILA MAR 2 3 2015 PERMIT CENTER � I I . . 1. I . I .. . I I . I I . . . . � . I % . . ... . . ,. 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I yes, � . . . . � I I I . . . I . . t_:: : - � �,; �� I ....... z___ .... ...... . �. . -I.... . .1 . . . p (WS . � I I Prespriptiv& compliance: Zone 4 Marine. (wood " : I .. I . . I � I . . � I I � . . � . I . . : . � . . . I I . 1. . � i I . ., � I ., . :, 71" ", � .. - � - :; . - � - ` I ; ._�1;1 _ �, " 7 - . 4. .1 .. . I 1_7i , . I . I . . I . . . de EC) and ACCA � I _ . - � I . I I . . � . � . . . . I I I I . � I 11.1 � I � I I I I . I � . ,. . � :: � ." - , 1; � .1 ,. . . I :.1 11 - I I � I - .: . I � . . . . . . . . This heating system sizing calculator Is based on the Prescriptive Reauirements of the 2012 Washin-citon State Energy Go � - _�, 1. �. � � I - . - / R402.1.4 I . � I . I I . I . I . I . I I . : . � , I . I I - I . . I " . I . I . . d be used to determine coolina ,� I I � pli ce � R . .... . . - , ; . � . . I I PTION OF BU L15 iri �E NUM ER AND TYPE SPACING OF FASTENERS I I I . �1. I I . . � . . . - .. - A_,i � I .. . I Manuals J and S. This calculator will calculate Ing loads only. ACCA procedures for sizing cooling systems shout � .. I . � � 'no . U-Factor Or Total. UA Equivalent com 402.1.3 � . � I.. I . .. . . . . I % I . '...- �., I � �. - 1;.. 1. I . .. ..; . ., - . " . I I . � � _ I . . . . I . I . . I. - , , ..6 .: �. . . ... .:., � j.�..' .:. . � . . I . 1. . I - � , � I . I � I I TENERal � . - I :1 � � . I I : I . :..*.-'. , - .. f.. I I I � . . . i .11 I I I . . . . : , I I I I � . . I � . .: : - --.*:.%'. ... �--i ; � , . --.:--:,.-..,..--.,.-.,. ... ... I �. I � . I I � , . . I Above - . � Below. Grade, .11 I I I I I . .1 I . ELEMENTS . OF - - � . I . � . . I I � . : 1 ". ,:, ..; .:... ... -,� . -�- ..'.. .'-%*,:--.-.. '.." , ". . . . Z . . - - .,.:, *.,:,: - * .: . .. . I . . -factor of I I : . I * Ceili g.,l ulatibn � I . . I , I ... . I .. . . , loads. . I I - I . I . 1, :- . I .1 I . ,.,.;.. .. . . . Glazing an I : In ns . Floors I I I I I , .` : M E CHA N [GAL - .. . ... , o . ` -�_,.... " - " ", . .... ... . .:. :.' *�.,;!:, .:.. . have an area weighted average U � : d Door I I I . : .:., �::, . ....'. . I . I I I . � , . I.. . . . . . . , . .. . . ::: � . . . ;.,:.: . . - .: - ... .: .. '�-. .,. : **-:':.. " es the installed glazing and door products . . � I I I Opening . , I . I � I . I . . I � . � . . I I I . . . I . . . .... � .4; 1 -,',�... - . , ` , , '' .... - . . . . .. � . . I . I � I . . I I - . : I �. I . I . I . . . I I �:-. ��. .!: .... - .. .... -- -. -,�- - . . . .... I � I I I I . .1 . . � . . . . I . I . I . . . . ! , . , ..:. . .�_. ., . ...:%,., ..'�.- . . '.. The glazing (window) and door portion of this calculator assum . I � I Slab on � I � Roof I . I . . I I I . I . . . _.�_. I ��, ....'. .... . . . .. , . . ,:. ';*' .", - . ..:,. .. .. .. 1 .: . . . I . I .. . . footnote j I � ___ wall (footnote C) _ (over .1 I . � . . ...... . . "' . . . 11 1. . � are2i .. . I . � I I I � , . I I I . . �. ... .1 I : `* - .1 � .. � -7- I ..._ �, ..:, �'..... ... .. .". .. -'. .. ..: * , ` � I I : � - . . I . � . .. . I .1 . . . . I . I . ... I . 1. 1 I .1 I I . unheated G . . I . I � ; . I _ - I- _. - * � _.; - . �-..* , ..- ., .'. . - " ........ t . ... 'r.,.". *f-.-1. , .. .. , * , * * - -downs and boxes that are applicable to y . � � � 1. . . I . I . . . . � I . :.'. .:' . , , ' ' : � fill I in . . . I r . I . . SOLID F. . EL., R,V. N G: A I . A- _....'. 1-:1. ......".'...: :, ... :;.,..... .�.... :.:, . . "' I rade . I I . 11 , ' . - , .. .. , - , . I 1. U-Factbir � , I � I . . ..: , ,.I... -.,-.'- " I. **"** , - - I I . r . I I . . . � I � I . . I � . I � ., . , I ' - . ... ....: ... -.,.-.,� .-*.::*.1.:` :::.,. . . . quirements are the minimum prescriptive amounts specified by the 2012 WSEC. Grade . . . . . I I .1 . . , .1 . 1. . .:i I ` � -e - -�* ", '�' , .. . . .... ... : .::::.:; .. .." -, , - .*'. . .,: 1, -!. . � . Blocking betweenjoists or rafters to top I I � . � - I . I . � U RN PIPLIANCES ,,;',�-�. � ... ; - . . ..., -:-�,-:, .. ...-.... .. - . 0.30. The incorporated insulation re � our project. As you make selections in the drop -downs fo each section,�, . . . . � . I I ," x 0. 1 13 ") � I I . � .1. . � . .. _:_'. : : �!' , ...... 7.1.,... ..,.: ...- - .. % .. ... - , " --.--.---'. - Please out a I of the green dro . I I I . % of floor it , - . vaulted , Wall I � I I I I I � - I 3-8d�21/ I I I I I . . I ,:.......:._=�'. .:; . ., j:'�' , t h- " " - fl' �-:pla6es-..-s oves,.,., room:.. - - I ..... .."'. . 11 the WSU Energy Extension , . I � I . interior exterior .�. . . , - ; * '. -, , . i . . � . . I I . � . . . I I I . - . . I . . I'� . . � . . ..; . - --. re - : ,:,!�.-`� ..--!.-.,.*%--:,.,. ;... .:.,:. .: ... . .. .i I I � If you do not see the selection you need in the drop -down options, please ca . . . .. . I . I � .. I Vertical Overhead ,. : I att . . 1 I I . � I . area) I . . . . . . some values will be calculated for you, _ I � . . -rcippilaricos - .'air 10 t;,stoves, - ..... - - -. .. .. - - ... .... .. -� I . .. . . . . . I . � . . . I . � . I I . I . ..,. ..... .. - . .... _... . . plate, toe nail . , , . : . . . . I I . I . . . I � :.... SblId.--.fdeV-buMih*6-; .. kldd6 I .....t..:..'.'.-:, -----��: ... . _... � . . . � � I � I . � � � I I � ... _.. 1 . 1. . , I . 1. � . I � . I I -_ . I I I : . - .. I . :' ... ' " -.'.'-.-,.:..:-.I .. .. . .,... . I - I . , I I . I I . I . - ....... .., - . '_.,:.:....' . .... ... _.. '' . I . � I . I I I . � I . 11 I I .1 I � � � .. . . I . . . � . . 1 I � . �, I , .,: , . - - " '..'ah''d :fl1rd0IdCd:'-'Iiiser s.',. �.:: - .:. � -. - .... , '. .� : _... I � I I . I . area ... . - � I . . I ,. I 0 , . .. .. . :*:�:!-:%;.-,::,::,.-,.:. ...:: I ; I 1, . ,. I 7- . . . . � . . . �, beal s"tt;toVes---' . .. ... . . . � . . I I . I . - I I , - fl . ,�. " ...... . . . ,.: . :: *.'::! Program at (360) 956-2042 for assistance. � . . . I . I I � I . 1 2 Ceftingjoists to plate, toe nail . . 3-8d (21/2- x 0. 1 13") 1 . - torii/fl4pldei fd6t6r�-bUIlt:.* rd'olloeds, ....'' .........: .. . � , . .f... . I I . I . I � � I I I � � I ... . ; . - . . .. I . � .. �. � . I . . 1. . , � � . I.. � . . ... . . . � . . . , . . . " ,,, ..: , - .-*..:.,., - * '_.. .... .1. . -'.'. .,i -:` *.. .., :, - - I . 1 -219 . . : , I .. ,%:.� *, .. .I....;:..... ., .. , � - - I . .. '.-�. "..: '.�:..: �. . I . I I I I-' - . ... . ... � : ... .... .. -:-, - �. -.,--:.: - ;:%"';: -. .. .!.. � I .. I . I I __ . I . , � , . , . . . . , . : I:. , : ... �, .. . ..;;:.. . . . . R . - . . . I I 1 I . 1 '! . . , . t.:-.,..-..:- ..-... ., .;. ... . � : . . . :... - . . .. � I . . I I . I . � . I 1 -30... . I I . � � . . . I I � :..: ", .,:. - - - t. .. .. I .. � - .. . . I .. � . I . . I . R-10 I . I . . I . .1 .1 I .1 I I I I . . � .j..... 1, . - . ........ . " . . � � . I . . . . � 11 � � . -21 Int. � I I � . I allc- I � . - .. Project Information - - _.. s * ,�...'.�,;� " - 7'. - " . � . . R-49 or R-38 AdV . .R-38 R � .. I . .� ,�� � I , - � - - '__ , 1 "' .; I � �.�'.,,,,`,, "., , ., i" , ;;�! -, -.�,"""? -.'� I � I I � I �' , . .. I., ; . I `�,��. -,�,,-, ,*��," I '-' i .1"'.", - I... I I . � - . . � 1� , ; � - , , -, � `��!,`Zl I I . . . . TB I � . . . . I - .1 340d - * - . I � . I � . � . .�'�:.%� sq*,. , . � .. .... . * ." '.....'.'.... - .:. .1i, ,.:, � .1.111, _ �.- 2o ;_ -,�..,�.�;,.-,.�,,,,',-.-.,.""�,-., 'J,.-'...', I I mtd, - I . . . b . . . I : _ . I � , I W/ I I , . , . . -Yin*0 - - ciur�t�, . %i1.1_-,-".: ..:...,....".....-.,..�,:!,..::...,.*.'.*I .....*"...". . - , ..., .. ..! I Contact Wbrmation Uni . � 0.30: � 0-50 . I I rafter, . . . 6 ` "' `---oll';'6olid -�.ft]iel -:bUrn ljg-�. op. I on-ce.s... .. - :'-'.`.'...*.--." , , , " , : Ceiling joists not attached to par - I � 1*nl'6�:s--'--`6(6'iw'J .:Odbpted B� I , ""', p I . . ,��i,. -_ - , , - k` i . � . 1. . I I R-10 R I I � -.i. _: - -, .:, ,I. "I . .,�, . . I . . -3-- . . . I . . . . . . I I . � I I I . , :.7 - . . ?, . - . � . . ; , ... �- " - .... .-.. .. :. . . .. 4. " . ,.:�---.-,:�� "..".:: .*.: * 1 * * - .... ; . . .. . . .1 - V.- - c',.."5'. - - ", -,� ,�,�;,",.; _�M. �L�. "I - J, ,11� .4 ," -� ,��,t , I . . 1. � I : I � ,..� . I � I I . . . I I I I 1. - . : �, � ...., .... , .: '.. . . . . I ,.,., , 11 .� . -_ - I . I I � � . . - L . laps over partitions, f . . I � ' 2DI'l *.-`:,.-� .:�:�-., ... .;.,: .. .., a j'.,,.' �--:� "." * � , -- - .�- . � . I I insula :, ''I . ace MR . . I I - , '" - I ":: . . . .. '�,,,,�,�",'�, ,!,;�,�,,,�_,-��*"Xr .,� I . . �. . . . , - ;� -`i, ih'611 ---eom0ly-.'-':W; Ith"' - IRC'-:'t'-':',-:-'�', .'--.- -:- ".. :., - . ..... . . . . : ", I I I.. . . - � q, . . . . �. . I . I .- .. - . . .':P..: ,,- . , .. .- *:,',..--'--.*-..`-...... .. . . . � ��. . ,._ 7! , - , - I I OR R-13battintatiorvidth R-5 continuous . tion (ci). . , I - - - . . - . , ........ . . [11 � - . . . . � .:. - ..�: .. - ; ...�.";:,.'. .'- �t . . . . .; :. . .... : . . , 1 -15 interior rigid continuous insulation (CY, . , ,:�".-,,;�,,�',_ - ,,I�,..'.�,f�,*�"",�.','*,,�,',',, -�!�,` "",�,.",, � . � . I .1 I I � I " ...... :.,.;_-.;:'...,....'!.-;. `..: .�':.'.��: ;.:.";.:. .... ...: - , . - - - -, 1 , , _ ,;'I,. `��.`,`,',.'�111. ',�,�,`�_1�1111� I .; ;,t,,.;�,�-,�,"*: -"�',� .,�'! L�:.: � . -, � , r I I I � . I ,. I I � � I - 11 - � __� ...."... - ... - . . .i._ ,., .':-'! . .: - �. , , .'... ., ".:., ". - _;... -�. . :r: . .. .. . 11 , -;T�? ..�,,,,�,.-,r�""-"..:.,!.".�, .;"!,; ., � . � � % � . . footnote c-R-21 . equivalent may be R . . . I I . . � . � I I . ... .. .. ;�-.,:. 1� �� � . I � . I .. ,� . _-,F�� �,'11_ ,.�.".,,-,_,�__` I I . . � � I I . . I . . . � - , "'; ., I- �, , . . . . - . - - ... i ��,� .) � q� I __ - :- . I., , , " _ � , I . I . . . . .1 . . � � . I � . I . .. � a__ . 0*::-:.,;i.:�-4�*. ... ..'. �.�..:-.,-.:.. ': - �-- �;' - .. � "' - 11 � . � I .I :,.. -;-.. -1 1* L...-L-1, .11-1 . .� . ,; .".f . � . - . ;......:.- -:'.-..,._-, .:.��....:.....,.,..,:,:..:..... '...". 1. ...... �,.",.,!,"��,,�l��',��,,,A'i'�',��l", �,,__*11��. , - . I � fler; face nail or 1 1/4" x 20 , . . � - .!.-. :. -:� 11 ..., . . I... I . , , ,� I ,,, """, �71_1 - ", �� ..... .. � I . . . .1 1�1 1, ,; I �0��,�" �11 �, I . ., .. . __ --------..---- ,. - .., 11 * -:. .:.. . i`�_-. _, , " ", I . I .. ie joist or rafter ceiling cavity, not scissor trusses. I . . I . I 11 I � Collar tit to ra . I _`_ i ?�:; �:: EATING . - . - ...-- --. ..-..--. --;. -- .......;-� ..--,-..---- - .. * .:,.-.!'.* . - _ , .:.: , - " , .': - - ... '. V-2-.'_�`_`1144, __ �`_"_`. , � I .._ . . __ : ',.*;:;* - , , I I` - -, .. . . . _ I . . , .m . ... '... ,.-.: - �": -*.'...; . - : - I .. - .., . , , - � .11. , . .1 ---. t I r I - __ - � I . � . . f . �.' , --:,-,:`.. ." - .... I'— .. ..: -, - -�.` -:v�:.,.: ;.. .',;-.:'- - .. - -:-1 - '. - . , * I ��t�--,�-,`,-.,� `,,,._,. ��all*,_",,�,., , . I ____J� -..--- I . I . . . k - - ""'. -,1. I . . .. - -, . I.., �. ;,:�- .."...*.., 1 .'.'. ,,, . ... ,,-, _ " , . . . I . . . . I . I . - i` -,`�.. �-,:.�-::.-.".`.;-;-,-.: �: _ :�' :-�%:-:-`..-*- ..�%'.. . : , '. .,::`--: ... - - - . " , , .� I " , , . � I I footnote 1--Vaulted ceiling requirement applicable to sing � I . . 3- 1 Od (31 x 0. 128 11) . � I . 1.. . �.. ,.:... . . . . 1 . - - '. . I I . �, � I I I . I I I : . . � -_ - - - . � . I . : . I . .. � � . I . � I . . I I . - .: : I - - I � . I I � . I I . � . � I . I . . I . . � . - .. . ..�- ' , I .; . .. - I;. - I... ;.,. : . �- - -*-* ..'.. .... - , - . . - -_ �. I . . : - .. . . . . . - . . � . . I � . . I . . . , ... Edc' - : . .::!;.:' - *..', - . I ;., . H aitfing System IyM �* A.11 Other Systems ' , . � . . � . I . I . I . I I Below Grade Slab . I . � ., I 1 4 gagerk1gestrap . , I '. � I . . � � . � � I I I '�?V.dpd,��Wlth%-hbd !rI'g-.-.'.fdqllItIes;:-::.,;a0 -.-'.%'-'.'.: ::.... . .� �.-. ... , . I I . . I . I � . ., ., I,.,: , * *q, !::'.. 'p',* , ", I _p -I ** f .... �: -..-..---.�: � ,..: 0 Heat Pump , � . I . . I - . : , I - I � � I I I .ifi 6 a" t` , .-. - . . . . I . . I . .. I � � . e, I . I - h &6164`--'��ft.:� all.:b . . - - :..,..-,-. , .. " ,.:. .,., '* - ., .*:, -, - , . : ,�� � . � . . I . . . 11 � enter va � Ic vaulted I . Walls Walls Floors I . I . . . . . I . . I . � . I , . fl6o'�'-�in'-:'611:'Ii�bitabli:�'r'00"'m' 1-'.-*.*'*....-.'. , * ... . I . as applidable:. : Atti . I . I I . I � � . � I � - - .. - , . I . . I I I . Proposed _J � - I I. . . . I " �:�!: �::--.'.-jndI6j6I6Jr1'§ 4V-'.-':-bt ' ""I U3 " a,-..,.. ":.., * '. -, , ::..:, '�-.,.' ..::. :"*. . . I � � . s ., . I ., . . . � � I . I . I 11 .,. - . - . � -, .. .-'db6Vd-; the`� . .. , . . ...... I..... 1. I.- I ... - ..-;.. - .... ...: -... .".." .,:..: ;':'* ..... I . . I ru . I 11 � . . � I I I I .1 11 I I I . � I - � R-10 , R-30 - I RIO I � �. . I I I 1. . .. . �. I : W":.:.... . I . , .. . . ., '' . . ., .. - . . . . . I . ., I : : R-49 or Adv R-38 1 - � � I . . 11 . I . . I I � � I :.t . '...." -..;... . _ . . a.::po n.. ;, . ._ . .- .. t� ... ... �. .: ... .. .... . : '. : .. .. . .. . .. ..:.: : , " ""' `_ * ` "I . To see detailed instructions for each section, place your cursor on the word "Inst ctions'. � R2 I R21 . . ... . � � . 1. .. .f. ,:... . .. . I . I 1. 1. . . . . . . . _V. 1. .;I-.;. ... . .. .1 . . .. .. I . . .,: I I . .1 . .1 I � � . . . I . . : , I , . I . � I - . . 2 toe mils on one side and 1 toe I . . I . . .. .. . I .. . .. . ... - . � *- . : . "'"', , " , ` .* - ".. - ..-.. - � component � . I . . I box mils (31/2" x . . -38 . . I . I � .. I I . I . . I �, I - - . - - .; ' - .' " * ..... --- - - - ....!.... ... : ; I . , = R . I � � .. .: .. : :. - ... - .. ..i... -1 .* - -.1.'..." I . _ . 1. I . . I I I ..''; : .. - .. - - . - - '.. '..., ........ I 1. .� . I � I I I � I . .. . ... '.., , , ': Design Temperature . � I I . . . .A I . � I . * I I � -_ . 064 n-029 0-54 1 1 1 . . . .:eqt4 pMen . - *, - ;.., --.*:. ., , ...... .:... .,.-,.,- .-:.I. -x�.'..-. .'.. . ... . . I I . . . I I I , - - - ' t;*.-Idcatdd*.withi6*.�.thdl-.buildn I " '' - �' ..;" -'-;.;-�--:': ,_ .. . . .. . .. � . -16d . .: '61--`6�klg 9 - ., .'.* - ''I I. . .. .'....., . .. � ::, .....'e. --._�'-. , - � . . I . . .1 � � I I I I . � I , .,.:-..,_ .. . - I ... :. , , . .. . ..:. � . � � I I . I . I I . . values . 0 � .:, 0.1 . - 11 I - -11 - I .. , . . . . : :,...: ... . :.,.., ...... I -,-- �_7;;7-, �. 1�',:;';-,;7_-,. --- - -_ - ' ----- '---'- 46 � I .. I . . Rafter or rooftruss to p .te 0 135"jor-3 nail on opposite side ofeach . I I . . . I I . .. - .: ., '.:.:- - .! . . , , ':..' . , " . `2�. � I . � . � � I . I . 0.30 . . - -_ - - I 0. I I I �.-.:::176 * .. - . , , , " . , , --- -_ I . . la , toe nail � - .1. I , � , I . - .,` --": �.:. ....... 8. . . . � I � I . . ,. I I � � , . 0,:. -; th e, .r., . . - -,...- * ". , -, - - ." , I . .-4.. : , , . . Instructions m . i . . . I I I I � I I . . .. I I . . � . 5'. .1 . . . -AS.9. .)`�,Swl :c)btdln*' . �%-..., .... - . . . . . I . comnion nails . . 1*6'pe'.'--*(d6riitW�t'b'd'-:6�ddr: . . 1'. - . . , .. . : ... - :..........'.1...... * Design Te perature Difference (AT) I 1 .-0-500 : I -_ I I � . . . . . : � � I rafter or trussJ , . . I ." .. , .. bn4 .1 . .. I � . - I . � I .. � I I � . I . � ,. I . 1. . � � . � . ... - - - .... ..�'. .1. ...... �- ,, .: :..'.� ,o . t *.,.:... � "'..... 'i .'.' . ... . ... . I � . - � . . � I .1 I I , . . I . I � � I : . . I . . I I .1 I . . 1. . I : . , I - - .. � i . .. . .. 0. ' ' . � " .. � . .--..,::-.. . - - ::",�.! ... -'.: -..:..'- -'.. - .. I �. I . , . . I . . 1. � . .. . . . � I I . I I I � . . . ; . 1. I I . . � " � .� I I � � , - '. '. . �.;.: ".. "�' � .. . ! I . ... ;, . ..' , . . I Ar = Indoor (70 degrees) - Oufdoor Design Temp � I . . ..., I . I . I . 1. � . - . 11 1. � . I . . . 11: .1 I � � . . . .1 1. - . � I . I � I. � I .1. I . . I � �. . . I . . .. � . . .. �. . � . �. .. r � I � - � . � . � . I . . . . - I I I I . I I . I . . . � . . I . I I I .� I . . I � . � .. _. � I I I I . I � . �- � . � . . .. � 1. . 1; . . I.. . I I . I .., . . � � L � . I .1 . . 1. . � I . . , . 7. . I � 11 .. :.. _.j. .: . :..". -;.... - ,, ...'' . , .: 1. :. ,;: . . .., - ...-.'!. , , ; . . .: , .-..!..-.i.-.. :.,....:..- I '... .. I . . I . I I . . I. . . � .. �. . . : . ';...'.-..1_.1-1:--..1-� . . 'dV. fr6Ti:-`6dfd' ' "' - - .' . .:. ....,.,..":�..."...t..�,.',.'..".,.,.�,.",*..*:.- :*",. .: , I I . . 11 . � .1 .� �. : . . (311 x 0.148") 1 1.11 . I I .1 . I . I .. , ...-."combustlo'n" .. pors. , ..,.%. ."`.. I , , "' : ::, ...... . . I I . . w � . . � I . I . . I . .1 . � I . � I ...'.�i.:.:.-.,-. :. ... .. . .. .11, . . . .. .. ... ,::�%' ., ,.. . .. .. . ': . :, . I - I I I . I . � . I I .. . 11 � . . 1. I I . I . 1, . . . � . I . � . . . . 1. � I I . I . . I I . . I . I . ".. .1 �� I � ::.:: � . `�., � � ... � . . - , - " . . � � . . . .. I .. � . � I I 1. I � I . -771 .1 ".. 11 . . � I. . � I . 1. . . .1, . � � I � . . I .. .:.,. .� . I � I .1, . .. . � , . � I I . - ..;....." ' ` .. - " .. _. :... ., - :. . . � . . . . I . -nON SYSTENIN q . . I . ,. : -, : . ,: I � . . " .::�.'_,:." .1 . I . I I . I . . 11 � ". . . . . � , . . I - .1. , - - .. I . I . . LA I I . .. . I � . I I I , , ... I .. :.. . - b. - - hldh :---`Y.,-,.;-: '. :. : ,.'-�/-:._--,`--.:� . . I .. . . I I I I fters- ' 4-16d(31/2"xO.135") - . ; � � . 11.1 I .1 . I . �� -`i46-ii;-':;'BU kbIN'd . th�&LOPE "The elembMs.... . of'.:"6 :. UIIdI6g`.-:W. . . - ,_ .,..,.t :,;..... 1. . .. .�...:�.::.'--'...'i*.."",*...,-......,.,...,l"......,...",�.: ... . : .. 1: . � � WHOLE HOUSE VENTI . .. . r . � .. :. r Roofrafters to ridge, valley or hip ra . I ... . .1 - I . I , . % , . I I 1. I . 1. -, , % . .. .: . . .... : _� ... .- . �, ' .. . . . I . . . ... , '' . .. .. .1 . Area of Building . I . � . . 11 . . . � � . � . . . . . I . . I I . I . . I I I . . , , , , . , . - .. ..� ..' .! '. -, .. '. ';..:,... .. .'..- ..; . . I . I I . . . .. � ,� . � . . 11 I � I . .1 .. �, . . .. � I I . I - ..... . , e -To . .. `:,-",-`:!.:,.'!'. ....;...*.. .... ...�. . . . ; I . . I 11 : . I I 1. .1 I .. I . I I I . � � I I I � . I . ., , � I . . . - I . . 11 .,.. one -conditloi y , . . , .... : . . Ill. . � I . _,--:,.-1:..-�'.,-. . I � . 6 r _ . , . . 11 :1 ,�%,: ..: ' * d' ' """ ;'Jhi�Ugh whi6h::. hpirma, ., ner y .-.....,-,�_;. , I �i � I 1 It , , , , . 1. . .. - , I be used. (graphic representations shown on page 8) . . I I ': , . . : -16d (3,ly'.x 0.135") , . I . I � I I . I . I I . . .11 I . . . : I . I � '. - ., s I':, t.;% I ...Io.se ., no' ' spadies . . . .. ., , . .g.. .. !.! .:. ..: .. ,..: - I . t . '. I . onditioned Floor Area . I . , . I . . I I 1.� . � I Select the."whole house Ventilation system" that wi - - I � I., I I I r . tocnailfacenail. '. : � �3 1 11 I % I . . .11 ' , , . . � . - .I ... . � �1 , " " ':.*- 1. ... '-*�'...'' .. . - C � . _ , , , 1, - I � � I � I � . . I � . . . � �. I . . � I I . �. _�, . ::,� . I . ., ... ... .. :. . . ��, . - , , , . .... I ...: ; :.:.,. , " � - -, - � � � � I � I . . I I . � I .1 . I I . � . I I �. I . . I , . . 1. I . I . . I . -.1 .:, . . . . , , . � � . � � . -_ . . I . � I � ., . � � � . � . I I . . I I . � I � .1 . I 111. 1 � I 1. . . . .� . � I- . � . I . . . .. - - ... ..:. "'. `* . . . ,�.. .... `:.. : .. . . . . . ._, `I-.`. .. .. :. ': :.,'I .. I. ... '. .4. � I . Instructions Conditioned Floor Area (sq ft) . . . I I � � .. . � . . . I I , . . :.. . 1, . - I 1. . . . I .. � 1. .1 � � I _: . '. .. . 11 � . �. I., .� 1. 1. I . . I 11 . . . '. r' F I , . . . I I I � , . I � � , � . I . I , . I . ; ., .-'.--be-'A exter on -.,.--� .'.:.t .. ...,..... - - ... I I . . I : . � . f iiia;ta:or - f6orn .'...the. - I ". .,.; . .. . . - . I '. 'c'......., ----.-..-.;._,:.. I . . . � . ans e I . . : . .. . : . � . I I �. :. . . I . . . 11 . I I I I I I I . . �.'. . . . ...:.,. " - .' .., '� *- ... .. . . . . .... - I .--:%,�.- . , '.'. . . .., � I - . � 1, I � . � � I , . I . .1 I � I . I 1 12 - . I . . . : I . .. I 1. . I . . I . . t ;. 1. I I I I . . . � I 1. .1 . . . 1, I I . � I I I I . I I � I I I . I � .1 .1 � I., I 1. � - 1 I � � . - .. . �. - , - . �. *-,.. -:�- .... . . i I I . . I � . I I I . �. i � � - I . I � � . . - � I I Od (3 11 x 0. 128")' � . � � I * . 1. .. . � . . I I 1. . . . - .-:":, `,':-,%.- -:.--.::----...* , ... ': :. . I I . I . I � Conditioned Volume - � � . . . . . � " filation systern,""llocall exhau . . . ` ' ,. . I a I . � . Wall I . I I - . .. I � I . _ � 1, _ .:,..d: �:,-:FueV.bur6lhg'::equipmen - ocato*� -,:16 .. - - - :'.-':-..`..!,! - .. ", ': - - - - " ...". .. . �. 11 . . ' ' ' . . : . . � . . . . . ... i��., �.% . ... t'l- - : ' - 6utilde" ..''b . uIIdiqg . - .. . . . � . . _ � -�%'.t""... '. 1. . .. ' ' . ' li. : - ' . I . I . .1, '. .... .. :, � I . Average Ceiling Height . I st ventilation". is required . . .1 . 24" o.c. �. . � � . I � , 1. I . . . . . . , . I -:o ' :, " ... .,. - . . . . . . . I NOTE: In addition to.the required whole house ven . . I . I � . � � I . I I . .1 . . I .. . I , .�.. A - .1 . : ....�..";:' .. . , . I .. .., . . ., . I � , I I . . . . ,. I . I - 11 __ . .. , . -1..� - - I . � . ., � . . I .. . . . 1. . 11 . . . � � . . . I . . I . . I I I I , . . � � . . � � . I . � . I . I I . � I I � . I � . . . . . . I I I I . - . . , . � .:� , . 11 I % I ,�: �1, � , �,, . � . . . : ....... - . ... - .. I .... ...: ; ..I . : , . 27,353 .. I . 1. . I . . � . I . . I I . . � I . r s oor swimming pool, spa, and other rooms where I �, . ., , 7, Built-up studs -face nail . � - � I � . . . � I � . . I ; I I ope -s a .:medt**Aht - . *, _ . ..... , ': ... .,:::: . :.:. - - P�;.-,:.-, *::� li. _ . I � I � . � . . i �.;.,! I`, * .-: enve -- .. . .:.... - .. . 04. .. ... - I I . . . . . . . I - I .1 I . .. � , . I* * '' 1 h.''Il. ..$rbAslobs'of . . ., . . . ; `l : * , . . . I .1 ... , � . . I I . I . 1: . I , I I I I . 1, . , � .. ,,,, - .. � _�.-. .� .. �� t . .-... I...... � , , ,.. . W77. . , . �. , : . : . . - .. . . I . . . . I , I 1, . i n � I . . . � I I � mers, ' '. .. I . . I � . 11 I " ki".. 1166'atlon--tih t!---dourc I. .. � , . . . . . , . I I � . I . I I I . I . I . I . ' 12" o.c. , I . .'-. , ,-:-.-*-,C. -:-�VdotW& '' "" d' 'refer - .'- - - - , ; . . .. . I , ! . ;�.* . .. .. . . . ' .. . ': - ... ! . 1:. . . 2 .-.:,.,.; -%--, - .,..:..:'. I . . I Instructions Average Ceiling Height (ft) . �� , , Abutting studs at intersecting waIl cc I - x 0.135�) I � I I : e. o f;-66M6b*§tI6h,: dir. .�., .:., I . .... ...%. . '.. .-.-'-.'--i::. .. . I I I . . I � . I in each k tche ,* bathroom waie clo'et, laundry.room, ind � . I � , . I . . . .. - � I I . . . . I . � I � � . . i6d (31/2 tl 1, i:� I ,., . . . I I I . . . . I .. . ., , . .. ". �. : I I. .... . , . . - I .. .- t . I .. � . � ,X I I . I . . .� .. . , I , . I . I . � .. - I . I � . . . . � . � I 11 .. . � I :11, . .. I �� - �. , � � , . . 7 1 . �� . , , " _'! .". *. � �...., . , � I , ..... �. -_ .-.'-,.*:,.* ..'... 1. .�.% . . .. I . U-Factor .. = UA � 11 . . I .1 . I . �. I . . . : I I � � I I . . I � . . I � . .1 I 1, 81 11 .. . � . � I—, . . ,I I , . I . .. I 0 ! .I..... . . . . . .., �. ", : : .'*.-*., - . . . :.,,. ':�', -, I Area I I .1 . . , I I . I 1. . � I . . . . . , . � . . *.... . � . : .,.,..�.�;..' 't'.. . --...-,;.:- '. . . I � � � � � I . .. . . . ors may be present. , � . .. .� . . . I �. I . � � . . ' . , ... ... - .. - . . I I � , I 1. . I . 11 . I... ex ess water vapor or cooking od � � I I I . . � . I I � . I - 1. I I ...: , �. . , F_� * - _ I . . . I ... . .. . ... %,' ". .. I . I I . . . I � , � . 1. , ... .. . - ,�; - . - ,C�'..- * I . . I I . I - . . �_ . . . .. � C I I . . I .. ... I . . face nail � . . I . I . � . . - I . .,: _ . -.1 � . . - - and Doors I I � I . . � . - .�, � . . I . _ . I - .; .. :,-,.�, .... . , - . � � .. � . � I � . . . . 1. . . ., .. I . . .:. - .1.; . . 1. I . I I . I I . . . 1, I . � I . . I I . �. I . � � I I . � . I - ,-, ____ I ,. . I . . . I .� I . � . 11 . '. - , � I � I I . c ac - . � .,:. ,� . I , . . :, ... . . '.'.-: - . .. ... . , . ' ' .�, ..... . . . � . , I � I . � , � 0.30 ,,,t�-�1T,�* I i 86.00 1 . . . I . . . . I � . .. I �. .1 .11 . - I � I I I .. .. � 11 SIZE* Cliff! . . . I .. I ,� 1. - � , � � . . .., .. . . . _;....... .:. : I � . . , , . 'i`:d"EI'� `:'�% i ' ' 'Oprdved.-;ogendy.� an � ,�. - . . .. Instructions I I " � . I 11 I I I I . . - 16d (3 /21' x 0. 13511) I& o.c. along e . I � :. -.-:;:T6 " �21 . . ..�, ''"''' . , . ... . . . 1A � :--- . I . I _. I � - . . . I .. - . . I . ',�� . .. . :,�. :.:.',.�-:`-.-.-,--* - . Glazing . I I - -74�, 1 � . _., . -�.,............,...:.,.�":,.*..".... . . . I I li edge . � " I � -:.�: :*: , . . I . 20 � I . I . � . . . . UP . . . � .1 � I . I , . .W0rm-7j � . . .. ,'.-':- ,. '.." � . . . . . I I I 1. I � � I . . � , � . . . : . . .9 - header, two pie es with 1/2� spacer I., � 1� I. . � . . I I . I I � I . 11.��.-�".i*_:::.Alll-� c3ir.,.'i�iiiai-.ei'-:�hall";b,6:: 111st6d end lobo e ;� y: on .a I 1. 1. . ! . . : . -.: '�',,.'..�., ..': ..... . � I I . � I . . � HOUSEFAN I I : . I � . Built . . - � . . _ I I - . . " ;,;---:,.- :. :. '..t.i...: - . .. ,.;.. .. � , . , , , 'I ':i� .. .. : � : . . .. . I . .. I . . I . � . LOCATION OF WHOLE - - - . . I . � . . I . : . - 1. . . I , - ... e I - I I . . . ... . . .: .. -...'.--.;,.,., -, .": *.'.;' . . . . . I. I . � . .. I I . � ..-..-.- . _____...... __ . , . I I .1 . � I I � " i , . *: ., . . . . ..... .. . . . . � I !"! In � I . I - 1 I I I I * . - I I . . � � ..., .: . . � .. - I . I . I . . �. . . I �. - ... . � .. ....... - . .. I I . 1. .. I .. I I I I . I I . . . I I . � - dj&:-Ilit - . . .--.-..!:.:�.!,. ,-�:-*.:--,��. I ...., .., . , . I . I � I � - .1'.. -...----.. , ... .- ____ _. , I I . .1 I . � I � � � � , � 11 - I - �. I � : . .: ,� -"-""-'--'�*:-'.-",-'*16st6lie . . ed - sp 6dIfICdtIo,,'n`1s',., "'--: , , 1* :� . .... �.. . . . , - ': - - . I � ' Area . I � I I . . I . I � I � I . I . . . 1, � .. . � . . '), , , , . I . . ..... . * , -%�*,!:-"! .', . .... ....�.. .,., ., � :. ; ..-:`-:-- .: - ... � U-Factor X = UA , I . . � I � .. - I � � : . I . - � . 7 I . � . .11 . � I � . 1 . .1 I � - 1 . I � � .1 I . I I I I . I � . .1 I . I . 1. I � . ,. .. - . . I . .. I . . I � . � . . :�, , , . , I 1 . � I I I . I.: . .1 10. Continued header, two . . .. 1*.bIosbts,.:,q. ' ' confir ' .. s; :�".;- i;. � .,.!:,*.' .. I . I I . � I I I g Systems) , . . � . * I � . o.c along each edge , , .. . pieces - �, : , � l6d (31/2" x 0.�35 � � 16, . . I �.� . . " � I— . . . . . . ', . . I - . , *:", ..I . .. .., .. .. - .. . . I Skylights � I I .- I.: . . , 1. I I . . " * - - - ' " I id'' ' bv 'e's or"' * : led ..SO ` hall I I � . : . � . , :,* .. . . I : ,. or '6'it61I6t6,:1 ...:, . . :�.;.�,., .`..*.. f- - . . I I . �. - � . 11 � I I . . . � 1:1 . I I � .1 *: I . �..�..".,:,�:. /kpp lahces'Intended f .: . _addd-� ..' ....;:t. I � . . � . . . . � I I � I I . '. � .1 . I 1. .-, a e .3 n . , . . . � I I � I . . . I . I � I I. , I I . I I , I .� . . . . . , I . .., . I .. I .. .. .,...,:, .. - . :: :--��; :.:.1-:.-..:..:**:",.: :- - '-_-.-�. t : . I I I . I 1 0.50 . 1 8.00 � I . 2012 Internation I R sidentiall Code .Table M1 507 .3(1) (continuously operati . .. . , . � . , ,�. .. , , , , -) " -, .. .....: - : , ..., .-::,: - - I . . .. . I � � , 4-8d (21/211. x 0. I 13 ") - . ,. , . .1. �4 r. . . .. 1: .....r... - , " .. .. I . . . . ... :, .. - 1. , - '. .. - - 1: . - .,:, I: : - . .: Instructions � . I I . I I . I I � . I � I - I � I � . I I I I I I . I . I . , . I . I �. � . . . � , I : � � * %;.%;.. . .* * . . . ,.. .. �. ., ... �-.; .. *- -,., .`.- . . . I I . . . .1 ; I . I � I � : . . . . . I I I . :1. , I � I . � . I . .1 I � I 1. " . . . . I . I . I., . . .. - :`.-�,*.- - .: ....... . -,:'*--,1;-,.,.:,..�. . ;. ..".: ! . . I I . I I . . I I . .1 � . � � . I I . . I . I . I I I . I I .� . . .1 � .1 z I I I I : . . . I I � � . - I . , *'''I'"*' -t o .-. e% Use - - -`--`.-'.'-`-;:, ' -:'-,, - . . . . . . I I . . Continuous header to stud, toe nail " ! ,�. .... ', ..... . . . � - . . . I - � - .;. _ ...:vW'�': I :!, I . . 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I . 0.056, . I . . I _ � I . , - - irl-, might 1:66ileq. : - .��..,,..,,....,,...,..,..�'....'.'.-..',., . . , . .� . .1 I . I " x 0.1 13") or . . i 1 � .., � � s . ... ��. . � I . I.. �: � I jdj��ohtj .....-6r... similde.: loodtio * * ...... an b gas 1 .: . ... I I I � : � - 75, . 75_ . I � . I : . � . I . .. I I 1 (2'/2 . I � I . I . � . 11 .-.�--�:-, ....,..b . ..n;�Whdrd� ov ei ... I -;...�.,!....*..*.,...*,.,.*..*..: . !... .: -a =41i , . I . I 1 .45014 , I I . . . . I � . . . I � . . I . . . . . . . - :1-:�.." I I � . I o, 6000. � , I .. :. , � . I I . . . - : - . . I . I ':;"',:App onces:..s .. ... I ,.,;..:. . .. ... %: I I . , . I . I I I . . . 1 1 . . . I ,� . - . ..: . IJA . . I I . . . I I . � 1, � 1. . �, * -_ . . I . . . I . I � 11 . . . - - - 1. .. I . -'.':...-......::-.-. : , I 1. 1 _120 . : � 1 150.. ' - I . . � . . � 17 . Studto.sole I , � . . .: .... - .. "' � .6666 9 ade'..-.'6661�.'A - �';-' ' - . , 'i . . .. 1. . I � : � I : I . . ., I 1 135 1 1 � . 11 - - 6-'�f6'61od':�h,dll-**.'-�ndt-i�bi3--;i6'�t6li6d �16':".-.6h-.' ,- r _ . . .,PC).r:!,, .. I � � I .1 , ", I I . , . . � � . I . 11.1 .1 � . . .- �4, ': "I . I ;. I � � '� ,��.... - ... .. .1._ - " .-'." ...- -':: - :." ...".." , ....* -.�. *...: :; . � . .. ... I � . I 1 .1 . � . � I . . ...6 -� � : 90 � 105 - � . I I : plate, . toenail. . �: . 1. 2-16d (3112" - 0.05-) 1 . I . I � , -,'-':'.`- 11 , - , . .. � .:...... I - - I . . U-Factor X Area . . I . 120 1 � I . I I . .1 .I � . � - I . � � : , I . . I . , .1 I . 'ess�,su"ch".'I'(�dation:..Is�:,.Oe�o�ldid .�Ith..ClrI .!a0pro`ve'd', ;, ., . t. Floors _. I . 001 to 7500. . . �: 90 - . �'. ,: :. , I � I . . . � � . �* .�: --,.-space .-of:-ba'Is;di-nent- �unll I * .:,�: .. -II.."..."....i. - - _�' . I I � I I I - - I ; ` . .. ,..:*..: .'- � ': .... . . - --- - - _:;�::.w;2�VZI_;77�::��Z7 I I . I . I I I . % I . I . I . I , .. 17 �z , 11=1"'17 "; , . I . . . . . I - ... - . 0.029 . . .� r I � I I I . . . . � I . I .11 I . I � � ... . I . I ... ' '�'!` '.' I I . 1 :105 - 11715 . - . 1 I I . I - I . 120 � I . � I I I � ..;� . .,..! .., - : .., .�:.". �... -.:�.. * , -- i . I I . > 7501 . , ; . . , -_ -- . .. . .... I . . I -, or....,remov . . .1 ... . ;.'......... . . : R-30 I I V � I . . � . . . � � .. . ; .': .., .., ' '� '����A,r' � I . � . I � I I 1, I :! . .: . . . .. . --., .% - ,i� 7 , _ . 64.00 , - . . - I . , I ! , � . I . � � , I !,. ."'.. . 1 "., ., , ... . � . , , , , -..;; . ., . .: ! Instructions I - . . . I . . � '. � � . � . , . ' .. . . I.- , ... .1. . -, - "I . � I . � I . �. . I 1. � � I . - 'go i. p d d -:0 -"Y:,:",:,. .. . .. . . . .; . I I [ * _ . I � I I I 1. . , , , � .. . : .. - I : : ::,.!:. , di .:of . uh .'um"' e' ' ' Uist e an .d.,':b - :. . . : . .... . R3 , . . . . - , . .. . ''"' * : � . I � 2-16d (�'12- - 0.135") � �, .:. :.. 1. 1W .." '' . * .1 :, I irsn- 1 `50 - 1 165 � I . � I I . .-b gr , te. . � , �. :, _ 113r . . , . :.-*.: , means f b d* 5 (A ' . .. r �' . 18 Thn or sole nlate to stud, end nail . I .. . 0'r , .V 1. . . - I— I - - I I - � . . . I . . I 1 9 0 i L I I I . . � I e L . I , laps at corners iind intersections, Top plates , . ... I . , I I I . . . L . ' - I 2-10d (311 x 0.12811) I I I I , . I . I I IL . I . . . . . , 11 ,� L I . _ I . , . I . . I I L I . . . . face nail. . L. I . I L. . : �, . I I . 1 . L I : L L I I . . I I 1. . __ . . . I I I I 11 . I L. . L . I 2-8d (2'/2" x 0.1 0") . L L : L L .1. .. - :1 . I . . - . . ., .1 I I q . I I L � 1 20 . . I 110 brace to each stuil and plate, face nail - I . . . .. I . I I . . � L . . 2 stap ICS I 14 ;,, I I . I I I .. . -_ : , .'_ . . L . . I L L I 11L L . I L I . 1. - , �L . . - I 1. I . I I . . . L ' . I , '. I ' . - . 2-8d (2'/2'! x 0. 1 13") . 11 . L , , . I I : : L L I ,_ I .� ' , .. L ' ' . 21 . . a 11 f 1 "I x 6" sheathing to each bearing, ec nal . I . . s I 31e I 2 tapics - I 1. I .1 L L J , , _ . . ., . . L'' . L . . I I . I . .� , '' . . I 1. . i . - - L 'L . . . I . I - I . � I . . . . . 'L I I . I . � I 2-9d (2'/2" x 0.1 13") . . I I . I I I I . . L . . L. 1 I 22 I I . . I" x 8" sheathing to each bearing, face nail , I I . I I . I . . I . : L . I . I I I , , 3 stap S .1 3/ 4 � le 1 - ,. . . ' . L . I . I I I , . . - I � L . .. . I I - - . . - - - ____ . I � . Wider than V x 811 sheathing to each . - I 3-8d (2'/2� - 0.1 13") , , I . I . . . , I L , . I I , L - . I � I 1 23 11 , � r face na L ill . I .. . bea�ring, I . . I I I . . 4 stap s 1.N" L IC . L . .. . .1 I , I L , � .L -_ .1 - - . - I I L I . I . . , Floor . ; . I I . I I . I . � . . � I I . I . I I . . I I I I I . . . , . . . . - I . . 24 . I - Joist to sift or girder, toe nag . . d 9 i . I L 3-8d (2'/," x 0.113") .. I . . I . . . .. . . I .. I- . . .1 �".. . ____ = - - - 25 - . Rimjoist to top plate, toe nail (roof . I . L .. 9 . I � I 8d (2' 1 /2�' � I , L 0. 1 13") , I I .9 L � I . . I , L I I : :L L 6" O.C'.L '. � , 9 , , 1 . applications also) . IL , . . . . I . . . . . 9 . . 9 9 L I I 9 . 26 I . Rimjoist or blocking to sit[ plate, toe inait L . . . 8d (21/2" x 0. 1 137) I L . L .9, L �" O.C. L L L . .1 - . . . I I . I L . V x 6" subfloor or less to eachjoist� face - L I 2_8d (�1/2" x 0.1 13") 1 . . � L . 1 9 . I 9 � . 9 . . - - 9 . . 27, . , 1 1 L . . . I nail . L , . I 1 9. . . I . 9 L . . 2 staples IN4" . - I I I . L ' - "L L.. I � I - . 28 T1 subiloor to joist or girder, blind and fit I cc L . I I . . I 9 . 246d (3'/21, x 0.135") . . � . . L . - 9 . . I . . , I I nail ' L I 1 9 , .. � . . . I - 29 . 2" planks (plank & beam - floor & rool) __ 2-16d (31/y' x 0.135") ' , i - - at 6ach bearing . - . L . . . 9 .1 . 9 9 9 - , L L . 9 L . . ' L Nail each layer as follows: 32" I . . 9 . � I . L I . I I . . . . L I . . o.c. at top and bottom and I 30 , Built-up girders and beams, 2-inch lumber 9 . . . I . . . . I I 10d (311 x 0.128") 9 . L staggered. . . . 9 : I. . . . layers. I ' . . . L L . . I I . . I . 1 . . L I 1. . . . 9 L Two nails at ends and at each I I I 9 . . . L . . . . . . I � I . I . L . . 9 . . I I . . I . . I I . . I . . I , . . . I . . 1 9 9 1 9 91 I � - . SPIL ., . 9 1 . . . . L . - 31 1 . L Ledger ship supporti9joists or rafters . , L 1 - 93-16d (3'/2" - 0.135") . I . Ateaclijoisiorrafler. I ff�� L. . . 9 Fnx Z-' i r O I I - L \ , Foctoryinalnllerl -- r ' UryNnof II�A^ - /poi' - Frnrne 1'fdth 21 n. Stnal Deck Snal l -.. n) _ hloun dng Prncbnl nIh - _ .. Uy 011+ms _ . . _ � Corroslom 12oslslmd flni;h _ / � 1/JJ� _ DETAIL` VERTICAL CROSS SECTION HORIZONTAL CROSS_ SECTION 1 . _. - W—"4, - PRODUCT DIMENSIONS _,— ------ . Laminated LOW53 (04) .. . METRIC UNITS (Lnl LIMrTCR6) IMPERIAL UNITS (IIICHES) Tempered LowE3 (gs) _ Impact (06) Rou h Frame Sk Ilght - Rau h Frame -Frame �Skyiight Daylight - Rou h Frame V 9 Frame Skylight y g - Snowload (ltl + gg g g Frame Sk II ht Rauggh Frame y ght Da li ht ) Size OpenlnB Width Aperture .Width Opening. Height Aperture Height Area ~Slze�� Opening Width Apperture. Width Opening Height Aperture Height Area Width . Width Height Height (Sq, Meters) Width Width Height (Sq, Feet) -- _ .,�„�, _-„_ ,_,_.� _.----- ---- - ------ I COMPATIBLE FLASHINGS2 Ao6 ]66 !A7 JOS 409 1162 iq5 1091 1200 - .333 A06 - -14 I/2 15 I�-;11 IS/IG 16 I/8 45 3/A •I6 I/a 42 IS/IG ` 47 f/f__ :f•5'u� y _ _ - . Col $33 5.16 _462 - 618 - - 682 G95 ._ •^61 t.T-,-�,_7a2g• -_� _ ,782 COl _21 � 21 1/2 18 3/I6 22 3/8 26 7/6 Y7 3/b 24 1/16 - • 28 3/8: J.04 , EDL Step flashing ___ -- 004•, 533 546 4G2 �fi9 962 975' 891 - IOW ,4@_ _C04_�_21 _ - _I 2 1A !/IG . 22 3/8 37. 7/8 - J8 3/8 35 I/76 J9'S/9 �_ :dAJ EKI/EKX Combl flashing COO - 533 _ -: 546 462 569 1162 117: �{ 1091 1200 _ ,gU4 CO6 21 - 21 1/2 ' 16 3/16 22 3/8 45 3/M1 46 1/t 42 15/10_ 47 I/4 - ; "13 EDW Tile fleshing _ COB 533 546�^ d62 968 �. iJ62 t399�J 1311 14200 `.606 _COB 21 11 12 , l8 3 16 22 3/9 _ 54 7/I6- 51 I5/18 5I,5/8 5S U/16- G.72" EKW/EKX Combl the flashing _ Ci2 551 54G 462 5G8 1784 17U 1713� _ 1822_�,_ ^.79? Cl- 2-� ;i^ 2I 12 8 3 IG 22 3I8 76 I/4 �70 3/4 G7 7/15 ^ 71 3/4 �_52 EDM Metal roof flashing D26* ti72 590 - 50fi 012 562 590� 511�-M t?0?0 ::h9 .D26'�t••� 22 V2 2lI 79 2>~1/16T _ 2215/16 2!'1/iG 20 t/6��247/16 I 2.70 �ECB Counter Hashing for curbs h02 572 590 906 612 1162 .� 117•. 9U91_„•;,_ ItU9 r 552 DO6);� "21 2 2J 14 1915/1G •�21 .1/16~ d53/n _ 46-i •I .1215/IA 471 4"- 5.94 - - 7GJ - 776 692. 798 - 762 7)5 .G91 _ 600 _ _ _.aBG �M02 JU I iG all 9/16 27 1/4.4 31 7116 }6 30 I/2. 27 3/IG -31 1/+ - 5.14 _ 763 77g_.692 798 9962 975 89f„,__ _; tOW __� ..6I7 - . M04— Jo !/,AL- -}0 9L'G 27 1/4 11 7/11�_35 I I6 J!/6_6.G4 7GJ 776 692 7911 . 11G2 II7� r 1091 . I20g �754 �M06 . J5 I/I6 - r30 9/16 27 IH 31 '7/IG - : 45 3/A 46 1/4 42 45/IA q-I/4 913•�•_7GS 776 692 — _J98 I}82 Y 139: I311 142� �__9�9 MOB 30 VIG 30 9/10 27 1/4 SL 7/IG 54 7/IG_ 54 ISIG515/8 55 IS/lo; 97/ __ 112J II}6 1052 1158 _ 682 1195 611 - �-� 72U ,G44 _ S01 44 Ijb AI.3/4 41 7/11i - 45 9/q 2i.7/B 2Y J/0, - 24 1/16 28 S tlTtl 9-~7123 IIJ6 1052. I158� a 1182 Il/5�_ •09I 1200 _.I:I4& _5D6 �A I'4 +{ }/4 41 7/16 _ 45 9/lay 45 S/4_ 46 1/4 I 2IS/G 47 171 _. ... ._ . *BUILDER SERIES SKYLIGHT 51 [FITh,', ROUGH OPENING and FINISHED FRAMING dimensions are based an perpendicular Interior Onish material on all four sides and these dlmenslons will vary depending an 1:66 roofcmistrVctlon, the thickness end theta18Evns pond aootl 29649 sign of the Interior finish material - - .d�. { cro-800.8 , SC UX d �Y I >-eoo•ee•v6wx --"' - Sky -Global Prod4ct Management - Www.VELUXUSA.cbm FS - Fixed Skylight yes Prescriptive compliance: Zone 4 Marine (wood -framed building) R402.1.1. no U-Factor or Total UA Equivalent compliance R402.1.3 / R402.1.4 Opening Glazing and Door Ceiling Insulation Above Below Grade Floors area U-Factor footnote I Grade Wall (footnote c) (over Slab on. Vertical Overhead attic vaulted interior exterior % of floor Wail unheated area) Grade. area Unlmtd 0.30. 0.50 R-49 orR-38 Adv R-38 R-21 Int. R-21,. w/TB R-10 R-30 F R_ footnote 97 be Q-19 inferior rigid continuous insulation (ri) OR R-13 Batt interior with R-5 continuous insulation (ci). 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. e.sea '8Nr C footnrequirementAT= Indoor (70 degrees) -Outdoor Design Temp --Vaulted ceiling requirement applicable to single ist or rafter ceiling cavity, not scissor trusses. Proposed enter values as applicable: Attic. vaulted :Walls Below Grade Walls. Floors Slab component R-49or: R-38Adv R-38 R21 ' R21. I R-1 0 R-30.. RIO values . 0:026 0.026 0.056 0.042 1 0.064 0.029 0.54 Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Conditioned Volume Average Ceiling Height (ft) WHOLE HOUSE VENTILATION SYSTEMS Glazing and Doors U-Fa6tor Area UA Select the 'whole house, ventilation system" that Will be used. (graphic representations shown on page 8) Instructions 0.30 186.00 Skylights U-Factor X Area UA NOTIE: In addition to the required "whole house ventilation system," "local exhads.t.ventilation". isrequired.0.50 . Instructions 8.00 in each kitchen, bathroom water closet, laundry room, indoor swimming pool, spa, and other rooms where Insulation exce y be present. ss water vapor or cooking odors may Attic 1.1-Factor X Area UA LOCATION OF WHOLEHOUSE FANLIIA, LJ f—I 12. SIZE: I 49 0.026 57.38 5 7 '11a __11 =14371L T_ T 2012 International Residential Code Table M1 507.3.3(l) (continuously operating systems) Single Rafter or Joist vaulted Ceilings U-Factor X Area UA Instructions N o selection MINIMUM VENTILATIOWRATES FOR DWELLINGS, FO.UR.STORIE.S. OR LES t UX r Above Grade Walls (see Figures) U-Factor X Area UA Number of Bedrooms i _m_ Instructions A R-21 Intermediate _N 0.056 21.06 Floor Area (sq.ft.) 0 1 2 3 4 5. 6: 7 >7, X Area UA 0 1500 30 45 .45 60 60 75 75. 90 Floors Instructions U-Factor 0.029 64.00 1501 to 3000 .30 45 45 60 60 75 90 .90 105 R-30 �3001 to 4500 60 60 75 75 .75 90 90 105 105 120 Below Grade Walls (see Figure 1) Instructions lect R-value U-Factor No selectio n X Area UA .4501 -to 6000 75 75 90 90 105 .105 120 120 135 6001 to 7500. 90 go 10.5. 105, 120 1 120 J 135 135 150 J ue, Slab Below Grade (see ...... F-Factor Length UA > .7501, 105 105 120 120.- 135:1, 135 150 .1 165 Instructions rr ed conditioning No Selection .... ..... .. . 7 ENERG PRIEDIT OPTION Slab on Grade (see Figure 1) F-Factor X Length UA . ructiol InstIS . 1. * V r N0 selection Sa High Efficiency HVAC Equipmeni 3a: gas, p`ro'pa`n'-_-6j_ or. oil -fired .. furnace or boiler with minimum AFOF—of,956/6 Plans (0!5 pt) Ishall 6pecify heating equipment type, size, and mi.nihiu.M. efficiency. (0._5 pt) 4 High lEffIcien6y HVAC Distribution: All heating and, cooling components installed inside conditioned space.'. All 0 -0 pt) combustion equipment shall be direct vent or sealed combustion. No system components installed in crawlspacei.. No electric resistance heat permitted- Direct, combustion heating equipment with AFUE >80%- Plans shall show equipment type and location of all equipment and ductwork. (11.0. pt) Location of Ducts instructions Duct Leakage Coefficient Conditioned Space, 1.00 $urn of UA 336.44 Envelope Heat Load 15,476 Btu/Hour