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Home My WebLink AboutPermit D15-0166 - FOSTER LANE - LOT 8 - NEW SINGLE FAMILY RESIDENCEFOSTER LANE LOT 8 14405 44 LN S D15-0166 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.itov COMBOSFR PERMIT Parcel No: 0040000378 Permit Number: D15-0166 Address: 14405 44TH LN S Issue Date: 9/29/2015 Permit Expires On: 3/27/2016 Project Name: FOSTER LANE - LOT 8 Owner: Name: ORCAS HOMES Address: 1100 DEXTER AVE N, SUITE 275, SEATTLE, WA, 98109 Contact Person: Name: DAMIAN NORRIS Address: 2053 FABEN DR, MERCER ISLAND, WA, 98040 Contractor: Name: NORRIS HOMES INC Address: 2053 FABEN DR, MERCER ISLAND, WA, 98040-2001 License No: NORRIH1099LC Lender: Name: COASTAL COMMUNITY BANK Address: 10520 19TH AVE SE, EVERETT, WA, 98208 DESCRIPTION OF WORK: Phone: (206) 423-2124 Phone: (206) 275-1901 Expiration Date: 5/22/2017 NEW 2 STORY SFR. 2531 SF LIVING SPACE, 633 SF GARAGE, 96 SF COVERED PORCH Project Valuation: $347,377.67 Fees Collected: $10,308.91 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: Occupancy per IBC: R-3 Water District: Sewer District: Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channel ization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No t Permit Center Authorized Signature: Date: ,/--7 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 pr ume to give authority to violate or cancel the provisions of any other state or local law egulating construc n or the performance of work. I am authorized to sign and obtain this development pe m and agree to nditions attached to this permit. c Signature: Date: Print Name: wnlh� This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 2: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 4: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2435) 5: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 501.4) 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) 8: For all commercial, multi -family and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 9: Fire hydrants shall conform to American Water Works Association specifications C-502-54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating not. (City Ordinance #2052) 10: Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe (minimum 4" distance) filled with concrete or concrete (minimum 8" diameter). Posts shall be 3 feet from the center of the hydrant and shall not be in direct line with any discharge ports. Posts shall be 6 feet long; 3-3 1/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. The 4- foot circumference around the hydrant will be a level surface. (City Ordinance #2052) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 11: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 12: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at(206)575-4407. 13: ***PUBLIC WORKS PERMIT CONDITIONS*** 14: The applicant shall call Public Works at 206 433-0179 to schedule a pre -construction meeting with Public Works Inspector. 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. The applicant shall obtain Water Meter from Water District #125 at 206 242-9547 and sanitary sewer permit from Valley View Sewer District at 206 242-3236. 15: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 16: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 17: Any material spilled onto any street shall be cleaned up immediately. 18: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 19: 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. 20: 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. 21: 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. 22: The house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works 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. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW -THROUGH SYSTEM. Coordinate with Public Works Project Inspector. 23: Site visit showed street trees are in poor condition. This must be corrected prior to calling for the landscaping/planning final inspection. 24: ***BUILDING PERMIT CONDITIONS*** 25: 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. 26: 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. 27: 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. 28: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 29: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 30: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 31: All wood to remain in placed concrete shall be treated wood. 32: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 33: 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. 34: 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. 35: 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. 36: 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). 37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 38: 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. 39: 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. 40: ***MECHANICAL PERMIT CONDITIONS*** 41: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 42: 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. 43: Manufacturers installation instructions shall be available on the job site at the time of inspection. 44: 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. 45: 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. 46: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 47: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 48: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 49: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 50: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 51: 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. 52: 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. 53: 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. 54: 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. 55: 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. 56: 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. 57: 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. 58: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 59: 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 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 0502 LATH & GYPSUM 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 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 CITY OF TUX WILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://wm,Nv.TtikwilaWA.gov Combination Permit No. V9. 0 Project No.: , Date Application Accepted: Date Application Expires: use COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION ` l 1 King Co Assessor's Tax No.: oo4 aoo - O 37S Site Address: 1.4405 44th Lane South fosTER LODE LOT- --#� 8 PROPERTY OWNER Name: Orcas Homes, LLC Address: 813 Thomas Ave. SW City: Renton State: WA Zip: 98057 CONTACT PERSON — person receiving all project communication Name: Damian Norris Address: 2053 Faben Drive City: Mercer Island State: WA Zip: 98040 Phone: (206) 423-2124 Fax: (206) 275-1910 Email: damian@norrishomesinc.com GENERAL CONTRACTOR INFORMATION Company Name: Norris Homes, Inc. Address: 2053 Faben Drive City: Mercer Island State: WA Zip: 98040 Phone.: (206) 275-1.901 Fax: (206) 275-1910 Contr Reg No.: NORRIH1099LC Exp Date: 05/22/2017 Tukwila Business License No.: ARCHITECT OF RECORD Company Name: fh Architect Name:�� Address:.�,s, City:,j� State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Pacific Northwest Engineering, Inc. Engineer Name: Russel Shannon Bodge Address: 1944 Pacific Ave., Suite 310 City: Tacoma State: WA Zip: 98402 Phone: (253) 682-2850 Fax: Email: admin@pne-wa.corn LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Coastal Community Bank Address: 10520 l 9th Ave. SE City: Everett State: WA Zip: 98208 H:%ApplicatiomTorms-Applications on Liue\2011 Applicatione Cumbinntion Permit Application Revised 8-9-1 I.docx Revised: August 2011 Pagel of 4 bh r PROJECT INFORMATION — Valuation of project (contractor's bid price): $ 190,000.00 Scope of work (please provide detailed information): Construct a new single family residence with attached garage. DETAILED BUILDING INFORAATION — PROPOSED SQUARE PROJECT FLOOR AREAS FOOTAGE Basement 0 I' floor 1,331 2" floor 1,200 Garage m carport ❑ 633 Deck —covered ❑ uncovered ❑ q t *11 Total square footage 32 0 Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information at 206-575-4407. EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ 8,000.00 1 furnace <100k btu 3 1 thermostat 1 0 emergency generator 0 fuel type: appliance vent 6 wood/gas stove 0 other mechanical equipment ❑ electric m gas ventilation fan connected to single duct water heater (electric) PLUMBING: Value of plumbing/gas piping work $ 11,000.00 3 bathtub (or bath/shower combo) 0 bidet 1 clothes washer 1 dishwasher 0 floor drain 1 shower 4 lavatory (bathroom sink) 2 sink 3 water closet 1 water heater (gas) 0 lawn sprinkler system 4 gas piping outlets H:UpplicationsTornis-Applications On Line12011 Applications\Combination Permit Application Rcviscd 8-9.1 I.docx Revised: August 2011 Page 2 of'4 bb PUBLIC WORKS PERMIT INFORMATION — Scope of work (please provide detailed information): Construct a new single family residence with attached garage. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ ...Tukwila m ... Water District # 125 ❑ .. Highline ❑ .. Renton ❑ ...Letter of water availability provided SEWER DISTRICT ❑ ...Tukwila m...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): m ...Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Hold Harmless — (SAO) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ ...Right -Of -Way Use - Potential disturbance ❑ .. Construction/Excavation/Fill - Right -of -Way... ❑ -or- Non Right -of -Way.. ❑ ❑ ...Total Cut Cubic Yards ❑ .. Work In Flood Zone ❑ ...Total Fill Cubic Yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Trench Excavation ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Utility Undergrounding ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Backflow Prevention - Fire Protection ❑ ...Traffic Control ❑ .. Looped Fire Line Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size ............... WO # ❑ ...Residential Fire Meter Size ................. WO # ❑ ...Deduct Water Meter Size .................... " ❑ ...Temporary Water Meter Size ............. WO # ❑ ...Sewer Main Extension ..................... Public ❑ - or - Private ❑ []...Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ ...water ❑ ...seAver ❑ ...sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip H:Wpplications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 l.docx Revised: August 2011 Page 3 of 4 bh PERIVTIT APPLICATION NATES —APPLICABLE TO ALL PERMITS IN THIS APPLICATION — Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER OR AUTHORIZED AGENT: Print Name: Courtney Norris Mailing Address: 2053 Faben Drive Date: 06/01 /2015 Day Telephone: (206) 275-1906 Mercer Island WA 98040 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 I.docx Revised: August 2011 Page 4 of 4 bh BULLETIN A2 TYPE C PERMIT FEE ESTIMA, _ PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME T:6S7ErZ LAE Ldr *" 8 PERMIT # 1y405 44 4v, LAr4E7 S. If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250 (1) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention - Water/Sewer/Surface Water G&O Road/Parking/Access 1 Cvo A. Total Improvements toga $9-99— 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume Enter total fill volume cubic yards cubic yards CITY OF TUKWILA JUL 0 2 2015 Use the following table to estimate the grading plan review fee. Use the PERMIT CENTER greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $_ (5) 250.00 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01/01/14 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 0 0.00 (6) 7. Pavement Mitigation Fee $ The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin I to estimate the pavement mitigation fee. E 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 is 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. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/01/14 2 E� (7) (8) 0.00 (9) 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 M Total A through I $_ DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 0.00 (9) 0.00 (10) M 00 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2014—12.31.2015 Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 1 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01/01/14 Temporary Meter 0.75" 1 $300 2.5" 1 $1,500 9 xClear :Form'. DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $15,934.44 D15-0165 Address: 1441144TH LN S Apn: 0040000375 $7,967.22 DEVELOPMENT $3,607.10 PERMIT FEE R000.322.100.00.00 0.00 $3,602.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,366.38 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $51.25 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $51.25 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $204.74 TECHNOLOGY FEE R000.322.900.04.00 0.00 $204.74 D15-0166 Address: 14405 44TH LN S Apn: 0040000378 $7,967.22 DEVELOPMENT $3,607.10 PERMIT FEE R000.322.100.00.00 0.00 $3,602.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,366.38 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $51.25 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $51.25 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 Date Paid: Tuesday, September 29, 2015 Paid By: NORRIS HOMES INC Pay Method: CHECK 80367 Printed: Tuesday, September 29, 2015 10:44 AM 1 of 2 �jl-fTSYSTEMS Date Paid: Tuesday, September 29, 2015 Paid By: NORRIS HOMES INC Pay Method: CHECK 80367 Printed: Tuesday, September 29, 2015 10:44 AM 2 of 2 ` LJ L1 U ffSY57EM5 DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $4,876.76 D15-0166 Address: Apn: $2,341.69 DEVELOPMENT $2,341.69 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,341.69 D15-0167 Address: Apn: $2,535.07 DEVELOPMENT $2,535.07 PLAN CHECK FEE TOTAL FEES PAID R000.345.830.00.00 0.00 $2,535.07 Date Paid: Monday, July 06, 2015 Paid By: NORRIS HOMES Pay Method: CHECK 80338 Printed: Monday, July 06, 2015 12:18 PM 1 of 1 C1 SYS7EM5 INSPECTION RECORD Retain a copy with permit,S INS ON N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: T,t2 LA..rE' Ty of Inspection: ►c, �i.SG- /SAL, Address: /yy09- y C,r.r S Date Called: Special Instructions: —8 Date Wanted: a.m. .m. Requester: Phone No: rNA Approved per applicable codes. L_J Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' POS a of Inspection: TZAc. j,,06- rlA AL Address: y s- yny Gr./ S Date Called: Special Instructions: �.r 8 Date Wanted /4 a.m. .m. Requester: Phone No: Approved per applicable codes. !l Corrections required prior to approval. Inspector: Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN E N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: L/✓ Ty 17UTM9//J& Inspection:�OS-r - IAL Address: /U 90 5"- y 4 n L�/ S Date Called: Special Instructions: Date Wanted: �1 /G a. Requester: Phone No: Approved per applicable codes. 11 Corrections required prior to approval. LJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD _ Retain a copy with permit �IS GIG IN TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: L IJ6- Type of Inspection: 6 1AL Address: )y os TP LA S Date Called: Special Instructions: U � /OO Date Wanted: a a.m. GAU/ p.m. Requester: Phone No: [KApproved per applicable codes. Ll Corrections required prior to approval. 7/9//� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPEI Retain a CTION NO. MON RECORD ,I copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: OS rl? LA Type of Inspection: I I LD I �! !,� 1 �i✓✓�, L. Address: A; vow Z-V S Date Called: Special Instructions: L07T 8 Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. MENTS: 7/9/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD lo Retain a copy with permit P"g w kJZPECTIZM NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 ,.,1 Permit Inspection Request Line (206) 438-9350 �� F ff-. C-q-/ P,CQjec T)®�t� (f v .� Type of Inspection: Addr sso - �/ � ` �l (� Date Called: Special Instructions: Date WanteJ / a.m. % N ` '—'ta p.m. Requester: Phone No: Approved per applicable codes. Ll Corrections required prior to approval. pector: /% REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD [�(-T Retain a copy with permit 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 Pr j ct: ,) t N Type of Inspec ion:c &Z r 1` . 1 Add r ss:p�r�( � J Date Called: Speaal Instructions: �� Date Want _IN a.m. p.m. Requester: Phone No: ❑ Approved per applicable codes. M Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (G INSPECTION RECORD icing l 'J Retain a copy with permit NSPECTI N NO. PERMIT NO. CITY OE TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188/� � (206) 4 1-3670 Permit Inspection Request Line (206) 438-9350 �tn�� Proj, ct: Type of I spect n: t , —' 7 (1. ddresa� � /�. c{A C D Date Called: ._ Special Instructions: 04� Date anted:. a.m- p.m. Requester: Phone No: Inspector: Date: _S-_ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2 INSPECTION RECORD d ok 7rl I Retain a copy with permit d is -ITISPECTION 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' t�:/�e� / 1 Type of Inspection: ddr,s t ` _ � � f t 4yot-� la Jv, Date Called: Special Instructions: /y Date Wanted: a.m. .my- °- K p.m. Requester: Phone No: inspector: Date: 1 (2 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I z f4' a .t/, . V"" et L m ear. --f r 106) INSPECTION RECORD Ss0 6 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 tine (206) 438-9350 Projeyo� � J�/` Type_of Inspection: (v S "ti Address: ,,,� jA4a � q"d` Date C ! ed: Special Instructions:. Date Wanted: a.m. p.m. Requester: Phone No: Inspector: IDate: 3 '"_-2'4 `I L REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i INSPECTION RECORD _ l S Retain a copy with permit �Q� , ,6 I ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1bu� 1kk Project: Type of Inspection: Address: qq or Date Called: Special Instructions:. Date nted: a.m. p.m. Requester: Phone No: jInspector: ( Date: 9 _�� `' 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 Qf� D (6,6 NSP CT10N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: / Typ of Inspection* 4f A; dress: l Q Date Called: Special Instructions: �✓bl Date Wanted: a.m. �3v2�3 p.m. Requester: Phone N Inspector:/ Date ✓2 3 ( 6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. lAw INSPECTION RECORD Retain a copy with permit I PECTION 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�oj'`ct: Type of Inspection: Address: ! �,.. Q.- Date Called: Special Instructions: Date Wanted: a.m. p.m. Req ster: Phone No: S Inspector: , rf I pater (S'-- l 1 EJ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. 20 INSPECTION RECORD Retain a copy with permit W - 016 k )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 Pr ct: c �.�y�� S ` 1 ��A _ (� Type of Inspection: (1�/(L 1 re 6 r Ca CQ906 ' Date Called: Special Instructions: r.� Date Wan d: a.m. .3 p�— f p.m. Re uester: Vdmk" Phone No: /f 1-1 Approved per applicable codes. Corrections required prior to approval. Inspector: Data REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a INSPECTION RECORD Retain a copy with permit 1pf�0(6 � ErC10N 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 Pr Iect: Xenspection:/p-l�,WA Address6 � i A (( (c�Jd Speciaf Instructions: Date Wangd: a.m. p.m. Requester: cr c6f irat tj Phone N q: El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. T �,()) INSPECTION RECORD 1� _ Retain a copy with permit Y IP ON No. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., ;#100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 Project: �5�� Type of I,nQ p� f ,n: Address: �" � { c� �.�,11E?.J F Date Called: pecial Instructions: Date Wanted: a.m. 2,—L — p.m. Requester: Phone Na: �lnspecto�� ' �Date:'� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD C N) Retain a copy with permit I ECT 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 & u f�.� Project: A f eta! Pi� A J 1 1 °� Type of Inspe4tion: Address: b.S f * car`. Date Called: Special Instructions: Date Wanted: a.m. -%— (8— p.m. Requester: �0 f4�el Phone No: Inspector: Date El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. PIS INSPECTION RECORD Retain a copy with permitFy50 (6 ECTION N0. PERMIr NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 Pr ct: I'o �/( �� /� i Tycgg of Ins ection: I�� " AR-rz Alldr � I �, Date Cald:9eT,05 Special Instructions: Date Wanted: a.m. Requester: e Phone No: Ilnspector: T-/ IDate:.?— —/8 o% REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. u� INSPECTION RECORD fRetain a copy permit ermitLJ,57-G0 INS f.TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project* � Type of Inspec�ry-� Address:O 41" 5 ISpe6al'Instructions- Date Called: o� Date Wanted: Requester: Phone —No.- 11 Approved per applicable codes. E Corrections required prior to approval. l__J paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. wt"- INSPECTION RECORD r-0 6� copy Retain a co with permit ' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: / � Type nspect' / j , L�� 7dress2?05— Date Called: Special Instructions: �pr Date Wanted: / �L a. Requester: Phone No: ElApproved per applicable codes. l_.l Corrections required prior to approval. COMMENTS: Inspector: = Date: /N1r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. INSPECTION RECORD Retain a copy with permit JD15--0166-] 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 Proje 7�e& Type of Inspection: �Q Lr' � Address: �/ Date Called: Special Instructions: Date Wanted: a.m. Requeste I Phone No: Approved per applicable codes. - Corrections required prior to approval. Inspector: �—^ Dater �� REINSPECTION FEE REQUIRED. Prior to next inspection, fe 74 ust be paid at 6300 Southcenter Blvd., Suite 100. Calf to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request tine (206) 438-9350 Proj ey— Type of Ins do : , Address pate Called: Special Instructions: Date Wanted: Requester: Phone No,,-, �3%- IE66 ©'Approved per applicable codes. LJ Corrections required prior to approval. ENTS: Ilnspector: V /4-��4� 1uatl / / REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD ��/b6 57 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, v,~r�% Z Type of Ins ectio f a GU.� Address: Date Called: Special Instructions: Date Wanted: ` a.m p.m. Requester: _t/, Phone No: Approved per applicable codes. LJ Corrections required prior to approval. (Inspector: / / (Date: / `A 3/S I REINSPECT19fil FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ll)�- C INSPECTION RECORD j 0) 1 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project : � % � Type of Inspec ' n: , Address: �y o`' t.CS Date Called: Special Instructions: Date Wanted: a. Ll� . •'n, Request C - -l..l� Phone No: -7,o6 35 Approved per applicable codes. LJ Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD D/ - oa 64 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ' L Type of Inspection:, Address: 1c�c-� L(t 1.v S' Contact Person: Suite #: Special Instructions: Phone No.: ,Approved per applicable codes. COMMENTS: �- Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: r Hood & Duct: Monitor: Pre -Fire: Permits: OccupancyT e: Inspector: �Cr�= Date: (/-2&//6 Hrs.: Y' $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 144 2 Retain a copy with permit -- 5 — cni`3 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Proect: �. j � � � Type of Inspection: rv4Z-- Address: J��b� 1-y Contact Person: Suite #: / Special Instructions: Phone No.: _Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5;7, OAL Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �� - Date: (��i7�� Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD /<9 - _S co 6 Retain a copy with permit -- O I !,g(, INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (( Tl .►.� b Type of Inspection:/ / �!rojl/ryt Address: Contact Person( Suite #: Special Instructions: Phone No.: © Approved per applicable codes. Corrections required prior to approval. COMMENTS: ry v Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: I .�� 5 Date: ?/,//� Hrs.: 2 O ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Prescriptive. Energy Code Compliance for All Climate Zones.in Washington ' Project Information Contact Information Norris Homes-, "ALICIA" Plan Norris Homes, Inc. .2053 Faben .Dr., Mercer Island, WA 98040 -(206) �275-1901 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In ad ion, based on the siz of the structure, the appropriate Avow number of additional credits are ecked as chos b he permit applicant. Authorized Representative Date S -2 fo -15 All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed. Fenestration SHGCb.e n/a n/a Ceiling 49i 0.026 Wood Frame WallgX1 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall`'` 10/15/21 int + TB 0.042 Slabd R-Value & Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. SEP 2 2 20 i5 Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration', area. Additions to existing building that are less than 750 square feet of heated floor area. R2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 lb Efficient Building Envelope lb 1.0 1 c Efficient Building: Envelope 1 c 2.0 2a Air Leakage Control and. Efficient Ventilation.2a. 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%2ORes%2OEnergy.pd RECEWED ❑ CITY OF TUKWILA ❑ JUL 0 2 2015 El ❑ PERMIT CENTER ID El El El nn, 1.5 *1200`0wh 0.0 1.50 Dl5-NVP Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm -humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. ' The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. 'Window, Skylight and Door Schedule Project Information Contact Information Norris Homes, "ALICIA" Plan Norris Homes, Inc 2053 Faben Drive Mercer Island, WA 98040 Ref. U-factor Exempt Swinging Door (24 sq. ft. max.)(entry) 0.19 Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Descrintion . Ref. U-factor a Half Vent Jeldwe 0.30 b Picture Jeldwe 0.30 c Half Vent Jeldwe 0.30 d Picture Jeldwe 0.28 e Sliding Glass Door Jeldw 0.30 f Single Hung Jeldwe 0.30 Single Hung Jeldwe 0.30 h Half Vent Jeldwe 0.30 i Picture Jeldwe 0.28 Half Vent Jeldwe 0,30 k Half Vent Jeldwe 0.30 I Half Vent Jeldwe 0.30 Width Height Qt. Feet ". Feet "0n 1 3 1 16 a Width Height Qt. Feet inch Feet inch ES E 0©EMS ©EZEEZE ©©ENZE =ME 0©EME 0©E©E 0©E©E =NNE MMEME ©ESEME =EBEMS INME�� NEENE-M MEMEM MMEME MEN =MEMO -M■-M MMEME NEME�� MENNI-E IMEMINE MMEME NEME MMEME IM-MINE EMMI-O ®MEEI� MMEME EMMI-E MEMO NI ME-E Area UA o � MBM� Area UA Overhead Glazing (Skylights) Component Description Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Width Height Ref. U-factor Qt. Feet Inch Feet Inch Sky Light Master Bath Jeldwe 0.39 Sky Light Main Bath Jeldwe 0.39 IMENINNO IMENINNE 11 111 11 111 11 111 MEMO11 11 111 11 111 11 /11 419.8 125.45 0.30 Area UA MEW M®' 11 111 MU / 11 11 111 11 111 Sum of Overhead Glazing Area and UA 12.01 4.68 Overhead Glazing Area Weighted U = UA/Area 0.39 Total Sum of Fenestration Area and: UA :(for heating system sizing calculations) 1 451.8 133.93 Simple Heating System Size: Washington State This heating system sizing calculator is based'an the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA Wanuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information Norris Homes 'AtjCIA" Plan` Norris Homes; Ina x �- s,µ.i 2053":Faben.Dc mercer.lsland, WA980- ' Heating System Type: O Forced Air Furnace 0 Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions c Design Temperature Difference (AT) Auburn AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 8,5 21,514 Glazing and Doors U-Factor X Area = UA Instructions 0.30 452:r- 135.54 Insulation Attic U-Factor X Area = UA �.. Instructions ' . 0.026 `' -. 29.33 r R 49 �m� ..1,120 .aa, Single Rafter or Joist Vaulted Ceilings U-Factor Area UA Instructions" Vented _ 7 0.027 480" : 12.9 6 R-38 i` Above Grade Walls (see Figure 1) _ U-Factor Area UA Instructions 0.056 3,106' 173.94 R-zt <_ Floors U-Factor Area UA Instructions 0.029 1,33i" ; 38.60 Below Grade Walls (see Figure 1) U-Factor Area UA Instructions h No Below Grade Walls in this project. Slab Below Grade (see Figure 1) F-Factor Length UA Instructions r No Slab Below Grade in this protect. Slab on Grade (see Figure 99 F-Factor Length UA Instructions " ' --- No Slab on Grade in this project. Location of Ducts Instructions 1 Duct Leakage Coefficient j Unconditioned Space ' I 1.10 Sum of UA 390.36 Figure 1. ' "Gn 45 Envelope Heat Load 17,566 Btu / Hour Sum of UA X AT Air Leakage Heat Load 10,456 Btu/Hour Volume 0.6XATX.018 Building Design Heat Load 28,022 Btu / Hour Air Leakage - Envelope Heat Loss Building and Duct Heat Load 30,824 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 - Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 43,154 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07101113) ENGINEERING ANALYSIS F`g FOR: NORRIS HOMES FT-��lg SITE: REVIEWtu r-Ui{ CODE COMPLIANCE SEP 2 2 2015 City omic 1a BUILDING DIVISIW ' 14405 44TH LN S T U KW I LA, WA ORIGINAL STAMP MUST BE RED TO BE VALID titi c,YIANIVO� coo �z d 39315 fovAL tir MAY 19 2015 REC;r 1VED CITY OF TUKWILA JUL 0 2 2015 PERMIT CENTER D15-DM10 DATE: PLAN NUMBER: .s' ` PACIFIC NORTHWEST ENGINEERING INC. 5.19.2015 ALICIA � IWPe mAve Suee nl0Te-WA 88402 Ph.. (253) U2-2850 CONSULTING PACIFIC NORTHWEST ENGINEERING INC. ENGINEERS K- NG IN C.cGFii NG The enclosed documents are to be used in conjunction with the plans referenced on the cover. It is essential that the contractor study the engineering requirements and required changes to the architectural plan prior to start of work. Changes may include additional foundations or footings, beam size changes, siding changes etc. Scope of Engineering: Engineering analyses and design to resist lateral and gravity loads in accordance with the 2012 IBC have been performed and incorporated into stamped "S" sheets. All analyses and calculations are included in this engineering report. Engineering assumptions are listed below. If these conditions are not present at the site, these calculations are void and Pacific Northwest Engineering Inc. must be contacted immediately. LOADING CRITERIA Building Code 2012 International Building Code Seismic Design Catagory D Ss 1.51 S 1 0.50 Response Mod Factor 6.5 Site Class D Basic Wind Speed 110 MPH Exposure B LIVE LOADS (psf) U.N.O. -Uninhabitable attics without storage 10 -Uninhabitable attics with storage 20 -Habitable attics and sleeping areas 30 -All other areas 40 DEAD LOADS (psf) U.N.O. -Roof with composition roofing -Floor 15 10 SNOW LOADS (psf) U.N.O. -Snow 25 SOILS CRITERIA Soils Consultant None Soils Report # None Bearing Pressure Req'd 1500 psf Bearing Depth 18" PACIFIC NORTHWEST ENGINEERING INC. 1944 Pacific Ave; Ste 310 Tacoma, WA 98402 Phone (253) 682-2850 Fax (253) 682-2851 2 of 37 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN Alicia Shear.wsw Woodworks® Shearwalls 10.21 May 18, 2015 11:50:38 Level 1 of 2 45' E-1 E-2 E-3 40' 35' 30' 25' 20' 1.5, 5' 0' A-1 0' 5' 10, 15' 20' 25' 30' 35' 40' 45' 50' Orange = Selected wall(s) 3 of 37 7 � WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN Alicia Shear.wsw Wood Works® Shearwalls 10.21 May 18, 2015 11:50:38 Level 2 of 2 _...... 45'. E-1 40' N 35' v 30' 25' . 20' v 15' 10, 5' 0' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' Orange = Selected wall(s) 4 of 37 Woodworks® Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorks® Shearwalls 10.21 Alicia Shear.wsw Project Information COMPANY AND PROJECT INFORMATION Company Project Pacific Northwest Engineering 1944 Pacific Ave; Suite 310 Tacoma, WA 98402 253-682-2850 DESIGN SETTINGS May. 19, 2015 11:39:48 Design Code Wind Standard Seismic Standard IBC 2012/AWC SDPWS 2008 ASCE 7-10 Directional (All heights) ASCE 7-10 Load Combinations Building Code Capacity Modification For Design (ASD) For Deflection (Strength) Wind Seismic 0.70 Seismic 1.00 Seismic 1.00 1.00 0.60 Wind 1.00 Wind Service Conditions and Load Duration Max Shearwall Offset [ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 1.60 Tc=100F 19% 10% 4.00 2.00 Maximum Height -to -width Ratio Wood panels Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 - - - - - Ignore non -wood -panel shear resistance contribution... Collector forces based on... 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Box 935 Ages Engineering, Puyallup, WA. 98371 Main (253) 845-7000 A Geotechnical & Environmental Services LLC urww.aggsenguieermg.com rILE Ed Flanigan Keller Williams International The Flanigan Group Orca Homes 1100 Dexter Ave. N., Suite 275 Seattle, WA. 98109 REVIEWED FOR CODE COMiPLIANCE APPROVED SEP 2 2 2015 City of Tukv✓ila BUILDING DiVISIONI Subject: Geotechnical Report Foster Short. Plat 4419 S. 1441h Street Tukwila, Washington 98168 Parcel Number: 0040000375 Dear Mr. Flanigan, July 28, 2015 Project No. A-1212 REC1`01LD CITY OFiUK'WILA SEP 0, 3 2015 PERMIT CENTER As requested, we have completed a geotechnical evaluation for the new construction planned at the subject site located at 4419 S. 140 Street in Tukwila, Washington. The location of the site is shown on the Site Vicinity Map provided in Figure 1. We were provided with the City of Tukwila Correction Notice 41, and 15 sheets of Civil Engineering plans showing the planned site development. According to the Correction Notice provide to us, the City of Tukwila has requested load bearing capacity for the foundations planned on the site, and recommendations for the foundation and roof drains on the lots. According to the plans provided to us, the existing structure on the site will remain and the remaining portions of the site will be subdivided to achieve 8 additional residential lots. The existing residence will be located on Lot 1. Lots 2 through 9 will be located on the remaining portions of the site. The new residences will be one- to two-story wood - framed structures with raised floors constructed over a crawl space. Attached garages will have slab -on - grade floors. Foundation loads should be relatively light, in the range of 1 to 3 kips per lineal foot for bearing walls and 25 to 50 kips for isolated column footings. The sites storm water system will be a combined infiltration and detention system. Development storm water from the sites' interior roadway will discharge to a. detention vault constructed under the sites' interior roadway. Development storm water from the roof and foundation drains of each of the new structures will discharge to infiltration facilities constructed on each lot. An overflow for each of the infiltration systems will discharge to catch basins connected to a final catch basin that will link the sites' storm water system to the existing City of Tukwila system located in the adjacent South 144`h Street roadway. C 0 R R ECTAW LTfl#._i.._.--- oiW o91U✓1%1Ac. fervor "/ P010117— 01015-a16 5 LOT 5) Mr. Ed Flanigan July 28, 2015 The conclusions and recommendations presented in this report are based on our understanding of the above stated site and the planned project design features. If actual site conditions differ, the planned project design features are different than we expect, or if changes are made, we should review them in order to modify or supplement our conclusions and recommendations as necessary. SCOPE OF WORK. The purpose of our service was to perform a geotechnical evaluation of the site soil and groundwater conditions to develop design and construction recommendations for foundation bearing of the new structures planned our the site, and to discuss the planned storm water plan. Specifically, the scope of services for this Geoteclmical Report will include the following: o Reviewing the available geologic, hydrogeologic and geotechnical data for the site area, and conducting a geologic reconnaissance of the site area. o Addressing the appropriate geotechnical regulatory requirements for the planned site development, including a Geologic Hazard evaluation. o Advancing four to five test holes in the planned new development area to a maximum depth of approximately 12.0 feet below surface grades. • Providing geotechnical recommendations for site grading including subgrade preparation fill placement criteria, and suitability of on -site soils for use as structural fill in the foundation areas. o Providing geotechnical recommendations for design and construction of new foundations including allowable bearing capacity and estimates of settlement. o Provide a discussion of the planned development storm water plan. SITE CONDITIONS Surface The subject site is a residential development located at 4419 S. 144a' Street in Tukwila, Washington. The subject site is currently occupied with a single-family residence located in the northeastern portion of the site. The remaining portions of the site have been developed to include 8 residential single-family lots. The site is bordered with single-family residential parcels to the east, west, and south, and South 144'h Street to the north. Site access is provided from South 144'h Street located along the north side of the site. To provide access to all of the lots, a. new roadway was constructed onto the site. The new roadway extends from South 1441h Street at the center of the sites' northern property line. The site roadway terminates at two hammer heads located near the center of the site. The location of the site is shown on the Site Vicinity Map provided in Figure 1. In general, the site slopes down to the west at surface inclinations ranging from 0 to 8 percent. Site vegetation has been cleared along the majority of the site and consists of various landscape bushes and trees around the existing residence located in the northeast corner. Page-2- Mr. Ed Flanigan July 28, 2015 Mapped Soils According to the draft version of The Geologic Map of Des Moines, Washington, the soil in the vicinity of the site are mapped as glacial till (Qvt). The glacial till was deposited during the Vashon stade of the Fraser Glaciation, approximately 12,000 to 15,000 years ago. The till was deposited beneath the advancing glacial ice and consequently over -ridden by the glacial ice mass. The glacial till will typically be found in a very dense condition where undisturbed. The near surface soils at the site have been disturbed by natural weathering processes that have occurred since their deposition. No springs or groundwater seepage was observed on the surface of the site at the time of our site visit. A copy of the Geologic Map for the subject site is provided in Figure 3. Site Explorations On July 27, 2015 a representative from our office was on site to explore subsurface conditions at the site by advancing 4 hand -augured test holes to a maximum depth of 5.5 feet below existing surface grades. The approximate Test Hole locations are shown on the Exploration Location Plan provided in Figure 2. Our representative continuously monitored the excavations, maintained logs of the subsurface conditions encountered in each test hole, obtained representative soil samples, and observed pertinent site features. The specific number, location, and depth of the explorations were selected by Ages Engineering, LLC personnel in the field. The soils encountered were visually classified in accordance with the Unified Soil Classification System (USCS) provided in Figure 4. The explorations performed as part of this evaluation indicate subsurface conditions at specific locations only and actual subsurface conditions can vary across the site. Furtherniore, the nature and extent of any such variation may not become evident until additional explorations are performed or construction activities begin. The test hole logs are provided in Figures 5 and 6. Representative soil samples obtained from the test holes were placed in sealed containers and taken to a laboratory for further examination and testing. The moisture content of the soils obtained during our exploration were detennined and are presented on the test hole logs. Site Soils In general, the soils we observed underlying the site during our site explorations confirm the mapped stratigraphy of the site area. The soils encountered in the Test Holes consist of 2 to 18 inches of old fill overlying native silty sand with gravel consistent with glacial till. The soils observed in Test Holes TH-1 through TH-3, located on Lots 2, 3, and 4 respectively, consist of 2 inches of wood chips overlying silty sand with gravel consistent with glacial till. The soils observed in Test Hole TH-4, located on Lot 6, consist of 2 inches of wood chips overlying old fill consisting of silty sand with gravel to a depth of 1.5 feet below surface grades. In general, the old fill was brown and in a medium dense and moist condition. Underlying the wood chips in Test Holes TH-1, TH-2, and TH-3, and underlying the fill in Test Page - 3 - Mr. Ed Flanigan July 28, 2015 Hole TH-6, we encountered silty sand with gravel consistent with native glacial till. The till was medium dense and weathered in the upper 3.0 to 4.0 feet. The unweathered glacial till was encountered at depths ranging from 3.0 to 4.0 feet below surface grades. The test hole logs are provided in Figures 5 and 6. Groundwater We did not encounter groundwater seepage in any of the test holes advanced at the site. However, we encountered mottled soils in the upper portions of the native glacial till soils indicating a seasonal perched water table likely develops above the dense glacial till at times during the wet winter season. Perched groundwater levels and flow rates will fluctuate seasonally and typically reach their highest levels during and shortly following the wet winter months (October through May). DISSCUSSION AND RECOMMENDATIONS General Based on our study, in our opinion, soil and groundwater conditions at the site are suitable for the proposed development. The new structure can be supported on conventional spread footings bearing on the existing organic -free native site soils, or on structural fill placed above these existing soils. Floor slabs and pavements should be similarly supported. The native soils encountered at the site contain a high enough percentage of fines (silt and clay - size particles) that will make them difficult to compact as structural fill when too wet. Accordingly, the ability to use the soils from site excavations as structural fill will depend on their moisture content and the prevailing weather conditions at the time of construction. If grading activities will take place during the winter season, the owner should be prepared to import free -draining granular material for use as structural fill and backfill. The following sections provide detailed recommendations regarding these issues and other geotechnical design considerations. These recommendations should be incorporated into the final design drawings and construction specifications. Site Preparation and Grading To prepare the site for constriction, all vegetation, organic surface soils, and other deleterious materials including any existing structures, foundations or abandoned utility lines should be stripped and removed from the new foundation area. Organic soil will not be suitable for use as structural fill, but may be used for limited depths in non-structural areas. Once clearing, stripping and cutting operations are complete, fill operations can be initiated to establish desired grades. In order to achieve proper compaction of structural fill, the native organic -free subgrade must be in a relatively stable condition. Prior to placing structural fill, and to prepare the Page-4- Mr. Ed Flanigan July 28, 2015 foundation subgrade, all exposed surfaces should be compacted with heavy vibratory compaction equipment. to determine if any isolated soft and yielding areas are present. If excessively soft or yielding areas are present, and cannot be stabilized in place by compaction, they should be cut to finis bearing soil and filled to grade with structural fill. If the depth to remove the unsuitable soil is excessive, using a geotextile fabric can be considered, such as Mirafi HP270 or an approved equivalent, in conjimction with structural fill. In general, a minimum of 18-inches of clean, granular structural fill over the geotextile fabric should establish a stable bearing surface. A representative of Ages Engineering, LLC should observe the foundation subgrade compaction operations to verify that stable subgrades are achieved for support of structural elements. Our study indicates the native and fill soils encountered at the site contain a. sufficient enough percentage of fines (silt and clay -size particles) that will make them difficult to compact as structural fill when too wet. Accordingly, the ability to use the soils from site excavations as structural fill will depend on their moisture content and the prevailing weather conditions at the time of construction. If grading activities are planned during the wet winter months, or the on -site soils become too wet to achieve adequate compaction, the owner should be prepared to import a wet -weather structural fill. For wet weather structural full, we recorrimend importing a granular soil that meets the following gradation requirements: U. S. Sieve Size Percent Passing 6 inches 100 No. 4 75 maximum No. 200 5 maximum* * Based on the inch fraction Prior to use, Ages Engineering, LLC should examine and test all materials to be imported to the site for use as structural fill. Structural fill should be placed in uniform loose layers not exceeding 12 inches and compacted to a minimiun of 95 percent of the soils' laboratory maximum dry density as determined by American Society for Testing and Materials (ASTM) Test Designation D-1557 (Modified Proctor). The moisture content of the soil at the time of compaction should be within two percent of its optimum, as determined by this same ASTM standard. In non-structural areas, the degree of compaction can be reduced to 90 percent. Excavations All excavations at the site associated with confined spaces, such as lower level building and retaining walls, must be completed in accordance with local, state, and/or federal requirements. Based on current Washington State Safety and Health Administration (WSHA) regulations, the weathered glacial Page - 5 - Mr. Ed Flanigan July 28, 2015 till soils observed in the upper portions of the site would be classified as Type C soils. The deeper dense unweathered glacial till soils are classified as Type A soils. According to WSHA, for temporary excavations of less than 20 feet in depth, the side slopes in Type C soils should be laid back at a slope inclination of 1.5:1 (Horizontal:Vertical) or flatter from the toe to the crest of the slope and the side slopes in Type A soils should be laid back at a slope inclination of 0.75:1 (Horizontal:Vertical) or flatter from the toe to the crest of the slope. All exposed slope faces should be covered with a durable reinforced plastic membrane during construction to prevent slope raveling and rutting during periods of precipitation. These guidelines assume that all surface loads are kept at a minimum distance of at least one half the depth of the cut away fiom the top of the excavation slope and that significant seepage is not present on the slope face. Flatter cut slopes will be necessary where significant raveling or seepage occurs, or if construction materials will be stockpiled along the slope crest. If these safe temporary slope inclinations cannot be achieved due to property line constraints, shoring may be necessary. This information is provided solely for the benefit of the owner and other design consultants, and should not be construed to imply that Ages Engineering, LLC assumes responsibility for job site safety. It is understood that job site safety is the sole responsibility of the project contractor. Foundations The new residential foundations may be supported on conventional spread footing foundations bearing on the competent native organic -free native soils or on structural fills placed above these native soils. Foundation subgrades should be prepared as recommended in the "Site Preparation and Grading section of this report. Perimeter foundations exposed to the weather should bear at a minimum depth of 1.5 feet below final exterior grades for frost protection. Interior foundations can be constructed at any convenient depth below the floor slab. We recommend designing new foundations for a net allowable bearing capacity of 3,000 pounds per square foot (psf). For short-term loads, such as wind and seismic, a one-third increase in this allowable capacity can be used. With the anticipated loads and this bearing stress applied, building settlements should be less than one-half inch total and one -quarter inch differential. For designing foundations to resist lateral loads, a base friction coefficient of 0.35 can be used. Passive earth pressures acting on the sides of the footings can also be considered_ We recommend calculating this lateral resistance using an equivalent fluid weight of 350 pounds per cubic foot (pcf). We recommend not including the upper 12 inches of soil in this computation because it can be affected by weather or disturbed by future grading activity. This value assumes the foundations will be constructed neat against competent soil and b.ackfilled with structural fill, as described in the "Site Preparation and Grading" section of this report. The values recommended include a safety factor of 1.5. Page - 6 - Mr. Ed Flanigan July 28, 2015 Foundation Parameter Summary Description *Design Value Net Allowable Bearing Capacity 3,000 psf Friction Coefficient 0.35 Lateral Resistance 350 pcf *Details regarding the use of these parameters are provided in the section above. Storm Water Development storm water from the roof and foundation drains of each of the new structures will discharge to infiltration facilities constructed on each lot. An overflow for each of the infiltration systems will discharge to the catch basin storm drain system on the site before connecting to a final catch basin that will link the sites' storm water system to the existing City of Tukwila system located in the adjacent South 144a' Street roadway. The development storm water from the sites' interior roadway will discharge to catch basins leading to a detention tank placed under the roadway. The detention tank will discharge to a final catch basin that will link the sites' storm water system to the existing City of Tukwila system located in the adjacent South 144`h Street roadway. In our opinion, the development storm water plan as shown on the plans provided to us and described above should be sufficient to control and discharge the collected storm water. Slab -On -Grade Floors Slab -on -grade floors should be supported on subgrades prepared as recommended in the "Site Preparation and Grading" section of this report. Immediately below the floor slab, we recommend placing a four -inch thick capillary break layer of clean, free -draining, coarse sand or fine gravel that has less than three percent passing the No. 200 sieve. This material will reduce the potential for upward capillary movement of water through the underlying soil and subsequent wetting of the floor slabs. The drainage material should be placed in one lift and compacted to a firm and unyielding condition. The capillary break layer will not prevent moisture intrusion through the slab caused by water vapor transmission. Where moisture by vapor transmission is undesirable, such as covered floor areas, a common practice is to place a durable plastic membrane on the capillary break layer and then cover the membrane with a layer of clean sand or fine gravel to protect it from damage during constriction, and aid in uniform curing of the concrete slab. It should be noted that if the sand or gravel layer overlying the membrane is saturated prior to pouring the slab, it will not assist in uniform curing of the slab, and may serve as a water supply for moisture transmission through the slab and affecting floor coverings. Additionally, if the sand is too dry, it can effectively drain the fresh concrete, thereby lowering its strength. Therefore, in our opinion, covering the membrane with a layer of sand or gravel should be avoided. Page - 7 - Mr. Ed Flanigan July 28, 2015 ADDITIONAL SERVICES If changes are made in the loads, grades, locations, configurations or types of facilities to be constricted, the conclusions and recommendations presented in this report may not be fully applicable. If such changes are made, Ages Engineering, LLC should be given the opportunity to review our recommendations and provide written modifications or verifications, as necessary. We should also provide geotechnical services during construction to observe compliance with the design concepts, specifications, and recommendations. This will allow for expedient design changes if subsurface conditions differ from those anticipated prior to the start of construction. LIMITATIONS We prepared this report in accordance with generally accepted geotechnical engineering practices. No other warranty, expressed or implied, is made. This report is the copyrighted property of Ages Engineering, LLC and is intended for the exclusive use of Mr. Ed Flanigan and his authorized representatives for use in the design, permitting, and construction portions of this project. The analysis and recommendations presented in this report are based on data obtained from others and our site explorations, and should not be construed as a warranty of the subsurface conditions. Variations in subsurface conditions are possible. The nature and extent of which may not become evident until the time of construction. If variations appear evident, Ages Engineering, LLC should be requested to reevaluate the recommendations in this report prior to proceeding with construction. A contingency for unanticipated subsurface conditions should be included in the budget and schedule. Sufficient. monitoring, testing and consultation should be provided by our firm during construction to confirm that the conditions encountered are consistent with those indicated during our exploration, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether earthwork and foundation installation activities comply with contract plans and specifications. The scope of our services does not include services related to environmental remediation and construction safety precautions. Our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. Page - 8 - Mr. Ed Flanigan July 28, 2015 We trust this information is sufficient for your current needs. If you have any questions, or require additional information, please call. Respectfully Submitted, Ages Engineering, LLC Bernard P. Knoll, II, P.E. Principal BPK:bpk Project No.: A-1212 ATTACHMENTS: Figure 1 — Site Vicinity Map Figure 2 — Exploration Location Plan Figure 3 — Geologic Map Figure a — Unified Soil Classification System Figures 5 and 6— Test Hole Logs Page - 9 - 3 3, smla- Par. niter Golf ;'nL's -Z Ln CO S X 154B 1. SIB �3) 99 Tur 1-z' Sp F, r C; P. -d K S 160th St 154 Via! 153 10 -Tt NI, el Ri S 17 2000 feet 500 m S Approximate Site Location Ages Engineering, LLC P. O. Box 935 Niyallup, WA. 98371 Main (253) 845-7000 ww-w.agesengineering.com Site Vicinity Map Foster Short Plat 4419 S 144"' Street Tukwila, Washington Project No.: A-1212TJuly 2015 Figure 1 * _ gENNr. u4M aT M 5T+ 17 Ifi eTP, LOT 9 M.4 rvt: i!.iNtm TH-4 TH-2 W ♦ TH-3 Lor 3 5 LOT 4�*. :3 KEY: APPROXIMATE LOCATION OF TEST HOLE TH-1 Ages Engineering, LLC P. O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.ageseugineering.com Exploration Location Plan Foster Short Plat 4419 S. 144u' Street Tukwila, Washington Project No.: A-1212 July 2015 Figure 2 .; \qvr 'v` mil\ Ll Approximate Site Location Qvt . 1 Ages Engineering, LLC P. O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agesengineeting-cout Geologic Map Foster Short Plat 4419 S. 144`h Street Tukwila, Washington UNIFIER SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOL GROUP NAME GRAVEL GW Well -Graded GRAVEL WITH GRAVEL < 5 % FINES GP Poorly -Graded GRAVEL GRAVEL GW-GM Well -Graded GRAVEL with silt GW-GC Well -Graded GRAVEL with clay WITH BETWEEN COARSE More than 50% Of Coarse Fraction Retained on 5 AND 15 % FINES GP -GM Poorly -Graded GRAVEL with silt GP -GC Poorly -Graded GRAVEL with clay GRAINED No. 4 Sieve GRAVEL GM Silty GRAVEL SOILS WITH > 15 % FINES GC Clayey GRAVEL SAND SW Well -Graded SAND WITH More than .50% Retained on No. 200 Sieve SAND < 5 % FINES SP Poorly -Graded SAND SAND SW-SM Well -Graded SAND with silt SW -SC Well -Graded SAND with clay WITH More than 50% Of Coarse Fraction Passes BETWEEN 5 AND 15 % FINES SP-SM Poorly -Graded SAND with silt SP-SC Poorly -Graded SAND with clay No. 4 Sieve SAND SM Silty SAND WITH >15% FINES SC Clayey SAND ML Inorganic SILT with low plasticity FINE GRAINED Liquid Limit Less than 50 CL Lean inorganic CLAY with low plasticity OL Organic SILT with low plasticity SOILS SILT AND MH''" Elastic inorganic SILT with moderate to high plasticity CLAY More than 50% Passes Liquid Limit 50 or more CH ' Fat inorganic CLAY with moderate to high plasticity Organic SILT or CLAY with moderate to high plasticity g g P Y No. 200 Sieve HIGHLY ORGANIC SOILS ;"T��;��? ,e PEAT NOTES: (1) Soil descriptions are based on visual field and laboratory observations using the classification methods described in ASTM D-2488. Where laboratory data are available, classifications are in accordance with ASTM D-2487. (2) Solid lines between soil descriptions indicate a change in the interpreted geologic unit. Dashed lines indicate stratigraphic change within the unit. (3) Fines are material passing the U.S. No. 200 Sieve. Ages Engineering, LLC Unified Soil Classirication System (USCS) Foster Short Plat P. C)_ Box 935 Puyallup, WA. 98371 4419 S. 144 h Street Mau, (253) 845-7000 Tukwila, Washington wivw.agesengineering.com Project No.: A-1212 July 2015 Figure 4 Ages En ine erin LL C P.O. Boa 935 Puyallup, WA. 98371 g g °� Office (253) 845-7000 Test Hole TH-1 DATE: July 27, 2015 LOGGED BY: BPK ELEV: Depth Soil Description Notes (feet) M% I Other 0 Brown mottled reddish -orange silty SAND with gravel, medium dense, moist. (SM) (Weathered Glacial Till) Brownish gray silty SAND with gravel, moderately cemented, dense, moist. (SM) (Glacial Till) 5 1Test Hole terminated at a depth of 4.5 feet below surface grades No groundwater seepage encountered. 10 Test Hole TH-2 DATE July 27, 2015 LOGGEDBY: BPK ELEV: Depth Soil Description Notes (feet) M% I Other 0 Brown mottled reddish -orange silty SAND with gravel, medium dense, moist. (SM) (Weathered Glacial Till) Brownish gray silty SAND with gravel, moderately cemented, dense, moist. (SM) (Glacial Till) 5 Test Hole terminated at a depth of 4.5 feet below surface grades. No groundwater seepage encountered. 10 Figure 5 Pro;«pro.: A-1212 Y Ages Engineerin LL C P.O. 253) 935 Puyilhip, WA. 98371 ' Officee (253) 845-7000 Test Hole TH-3 DATE: July 27, 2015 LOGGED BY: BPK ELEV: Depth Soil Description Notes feet M% I Other 0 Brown mottled reddish -orange silty; SAND with gravel, medium dense, moist. (SM) (Weathered Glacial Till) Brownish gray silty SAND with gravel, moderately cemented, dense, moist. (SM) (Glacial Till) 5 1 Test Hole terminated at a depth of 4.5 feet below surface grades No groundwater seepage encountered. 10 Test Hole TH-4 DATE: July 27, 2015 LOGGED BY: BPK ELEV: Depth Soil Description Notes (feet) M% I Other 0 Brown mottled reddish -orange silty SAND with gravel, medium dense, moist. (SM) (Weathered Glacial Till) Brownish gray silty SAND with gravel, moderately cemented, dense, moist. 5 (SM) (Glacial Till) Test Hole terminated at a depth of 5.5 feet below surface grades. No groundwater seepage encountered. 10 Figure 6 Project Nu.: A-1212 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 18, 2015 DAMIAN NORRIS 2053 FABEN DR MERCER ISLAND, WA 98040 RE: Correction Letter # 1 COMBOSFR Permit Application Number D15-0166 FOSTER LANE - LOT 8 - 14405 44TH LANE S Dear DAMIAN NORRIS, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Please provide a Geotechnical soils analysis report of the site by a registered geotechnical engineer. Evaluation shall include load -bearing values of site soils for footings and provide recommendations for a footing drainage system including separate recommendations for down spout drainage system. Engineering calculations for footing soils load bearing specifications shall be consistent with the geo-tech report. 2. Revise labeled elevations to be identified as North, East, South and West. 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. D15-0166 6300 Rnuthrenter Rnu1P.vnrd S1LitP #100 9 Tukwila Wn.vhi.nvtnn 9R1RR • Phnnv ?.06-431-3670 a Fay 2.06-437-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0166 DATE: 09/09/15 PROJECT NAME: FOSTER LANE - LOT 8 SITE ADDRESS: 14405 44TH LN S Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A,S- )W- q--w-( 3- Building Division ® Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 09/10/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/08/15 Approved ❑ Approved with Conditions Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP 1 PERMIT NUMBER: D15-0166 PROJECT NAME: FOSTER LANE - LOT 8 SITE ADDRESS: 14405 44TH LN S DATE: 07/07/15 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Fire Prevention Planning Division Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 07/09/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/06/15 Approved ❑ Approved with Conditions ❑ Corrections Required Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ff CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ElPW ❑ Staff Initials: V4 12/18/2013 A- t City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 .* Phone: 206-431-3670 190198 ' Fax: 206-431-3665 Web site: htW://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8.2-+ 15 Plan Check/Permit Number: D 15-0166 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 RECENED raTy 01: TOi!M,,A ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner i?[ ,P4,401 FS'.,,tw, ' 44,, Project Name: Foster Lane — Lot 8 Project Address: 14405 44 Ln S Contact Person: Phone Number: TOG q Z3 Z Summary of Revision: ff-iR- LoR-REzi-ionl LE7TEYZ $ • l8 • f 5 O ew Sheet Number(s): "Cloud" or highlight all areas of revision including date of evision Received at the City of Tukwila Permit Center by: JJA ❑ Entered in TRAKiT on %/I \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: i $ 3460S 148thSafte 100 Searrle. WA 98108 Phone. f2061242-3236 ianr")242-IS27� �t� 29 t P a0 CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY ReWdendal: $ 5R00 Commerclab S 100.00 Certificate of Sewer Availability OR () Certificate of Sewer Non -Availability Part A: I D fie Compitted By Applicant) Purpose of Certificate: Building Permit Q Preliminary Plat or PUD ❑ Short Division ❑ Rezone 0 Other 1 — Proposed Use: p Commercial ❑ Residential Single Family p Residential Multi -Family ❑ Other Applicant's Name Npnis Homes, Inc. Phone Number 100 5t9Ut Property Address } (; 5 41 U Cli j Tax Lot Numbed T P, Legal Description (Attach Map and legal Description if Necessary); lr-o%tl!r Short Plat L o-r'" # PArt B: f To be Compidted by Sewgr Age ncv i RECEIVED a. A Sewer Service will be provided by side sewer connection only to an existing v NiQfiJAJ I{ 1' F7( feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an Improvement to the sewer systern of; JUL l_ Q 2 20 � (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 PERMIT C E N I ❑ (3) Other (describe) 2, Must be completed if 1. b above is checked r a. The sewer system Improvement is In conformance with a Count,, approved sewer comprehensive plan, OR f ` b, The sewer system improvement will require a sewer comprehensive amendment. 3• a. The proposed project is within the corporate limits of the Distric-t, or has been granted Boundary Review Board approval for extension of service outside the District. OR C a. Annexation or BRB approval will be necessary to provide service. A. Service is subject to the following; Permit $ IC7o a. District Connection Charges due prior to connection: -p' GFC: 5 SFC: S Unit: $ � Tow. $ —. (Subject to Change on January 1st) Either King County/METRO Capacity Charge, SWSSD or Midway Sewer District Connection Charge may be due upon connection to sewers. b. Easements: ❑ Required Q Maybe Required c. Other I hereby certify that the above sewer agency information is true. This cent (.cation shall be valid for one year from the of signature. �— T , By lttlP.rl" i�6+`2iCf�.tr' -� Dale I ILA 9W t = ATTACHMENT TO VALLEY VIEW SEWER DISTRICT" CERTIFICATE OF SEWER AVAILABiLITWNON-AVAILABILITY The following terms and conditions apply to the attached Valley View Sewer District ("District") Certificate of Sewer Availability/Non. Availability ("Certificate") 1. This certificate is valid only for the real property referenced herein ("Property") which Is in the District's service area, for the sole purpose of submission to the King County Department of development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien andlor City of SeaTac. This certificate Is between the District and the applicant only and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the. District and the applicant and Its successors and assigns and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the. District represents that sewer .service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, Clty:of Tukwila, City of Burien, City of Seatacor any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. if the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant.may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. in addition, the govemmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or Impossible the provision of sewerservices to the Property. S. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. l acknowledge tharl have received the Certffrcote afSewerAvallabilityfflon -Availability and this attachment, and fully understand the terms andconditions herein. Applicant's signature UAM1300"is. hate 5-7-20n rVIX Department of Community Development 6300 beenter Boulevard, Suite #1.00 * Tukw. Washington 98188 Phone: 206-431-3670 a Web site: http://www.TukwilaWA.2ov PERART NO.. Part A: To be completed by applicant j Site address (attach map and legal description showing hydrant location a size of main): 52 14�! � Lht4E* .S001tf east[FR Stlpgr FLATLdT�� This certificate is ror the purposes of: Residential Building Permit . ❑ Preliminary Plat ❑ Short Subdivision Comm erci al/Indu strial Building Permit ❑ Rezone ❑ Other �j Estimated number of service connections and water meter size(s): i {}a ��/�� 41 �� S''jN� -R� ! j iQ5 Vehicular distance from nearest hydrant to the closest polar of structure L ft, / Lam-) Area is/Ted by (Water Utility D!Vct); (<t u ty CDUNTV WA-reg -DLEej ICE" # /25 5 7.1 5. Date Part B: To be completed by water utility district 1 1. The proposed project is within _ 2. No improvements required. 3. The improvements required to upgrade the water system to bring it into cornptiance 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: 1 (Use separate sheet ijrnore room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 1,100 gpm at 20 psi residual for a duration of 2 hours at a velocity of _ fps as documented by the attached calculations. R E-Cr I � fED 5. Water av ilability: CITY OF TUKWILA Acceptable service can be provided to this project J Acceptable service cannot be provided to this project unless the improvements in item B-2 are met. JUL 0 2 2015 ❑ System is not capable of providing service to this project. PERMIT CENTER I hereby certify that the above information is true and correct. Agency hone By Datex F'itL S 5 06-2-4Z -� q' '7 - . 0te) (" __ .16 4 �ttac,h rn-lit f0 Certificate of `vUater Availability, ing Count Water District No. 125 The following tens and conditions apply to the attached Certificate of Availability ("Certificate"). 1.. This. Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the.City of Tukwila ("City"). This Certificate is issued at the request of the City and 'is not assignable or transferable to any other party. Further, no third person. or party shall have any rights hereunder whether by agency or as a thirdparty beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction -or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance. of this .Certificate, the District has water available to provide utility service to the real property which is the -subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and'the issuance of this Certificate may not be relied upon and does not constitute the District's guaranteethat water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, inc ding conservation, water restrictions, and other policies and re g I tion then in ct. Applicants Signature Date 5-7•/5 :District Representative ' M .� � � �g�r ,a Date 5—2-o--t 5 NORRIS HOMES INC Page I of 2 Home Inicio en Espanol Contact. Safety Washington State Department of Labor & Industries NORRIS HOMES INC Owner or tradesperson Principals NORRIS, JOHN BRADLEY, PRESIDENT NORRIS, COURTNEY BRYNN, VICE PRESIDENT Doing business as NORRIS HOMES INC WA UBI No. 601 320 348 License Search L&I—�� A-Z Index Help My secure I&I Claims & Insurance Workplace Rights Trades & Licensing 2053 FABEN DR MERCER ISLAND, WA98040-2001 206-275-1901 KING County Business type Corporation Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ......................................................................... Meets current requirements. License specialties GENERAL License no. NORRIH1099LC Effective — expiration 06/03/1991— 05/22/2017 Bond ................ OLD REPUBLIC SURETY CO $12,000.00 Bond account no. YL1219776 Received by L&I Effective date 02/16/2002 05/22/2002 Expiration date Until Canceled Insurance ...........................-- Wesco Insurance Co $1,000,000.00 Policy no. WPP1377444 01 Received by L&I Effective date 06/04/2015 05131 /2015 Expiration date 05/31 /2016 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 10-2-02704-1 SEA d Dismisse .................. Complaint against bond(s) or savings https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601320348&LIC=NORRIHI099LC&SAW= 9/29/2015 PERMIT FOR: 0 chanical Zlectrical ❑ Plumbing Gas Piping City of Tukwila R ILDINn nlvlclnnl REVISIONS No changes shall be made to the scope of wont without prior approval of Tuk%Ajila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. s. �aana sr: 5i \5; w PR ,'PJ T SM Impervious Surface Calculations Lot area 6623 SQFr Building Area 2060 SQFr Lot Coverage 31.1 % Other Imperv. 561 SQFr Totallmperv. 2621 % COVER SHEET A3 ELEVATIONS 1 (FRONT& LEFT) F RENT ED FOR FOSTER SHORT LCODF,t E PLAT, LOT #8 A4 ELEVATIONS 2 (REAR & RIGHT)APP� SEP .� 14405 44th LN. S. SO ENGINEERING GENERAL NOTESJUL 07 2015 „A SEP LICIA PLAN S1 FOUNDATION PLAN PUBLIC WORKS z S2 1 ST FLOOR SHEAR WALLS, HOLDOWNS AND STRUCTURE s S3 2ND FLOOR FRAMING,8 4 •E S4 2ND FLOOR SHEAR WALLS HOEDOWNS AND STRUCTURE .� 'Nao .. S5 ROOF FRAMING OE N m SD 1STRUCTURAL R�Ci_ivEDDETAILS CITY OF TtJKWiLA a� SD2 STRUCTURAL DETAILS JUL 0 2 2015 PERMIT CENTER DT1 TYPICAL DETAILS' J� G 1 GENERAL NOTES 50' �o "lRt RECEIVED CITY OF TUKWILA PERMIT CENTER NOTES 1. 2X6 EXTERIOR WALLS TYP. 2X4 WALLS HAVE BEEN SHADED 2.2X4 INTERIOR WALLS TYP. 2X6 WALLS HAVE BEEN SHADED 3. ALL NAILING INTO TREATED LUMBER (INCLUDING SHEAR NAILING) MUST BE HOT DIP GALV. STAINLESS STEEL, OR EQUIV. ALL HANGERS/TIES IN CONTACT WITH TREATED LUMBER MUST BE Z-MAX, STAINLESS STEEL, OR EQUIV. 4. PROVIDE 4" EACH SIDE OF DOORS TO ALLOW FOR CASING TYP. 5. INSTALL STAIRS PRIOR TO UPPER FLOOR FRAMING 6. SEE SHEET S3 FOR MAIN FLOOR STURTURAL/SHEAR 7. ENERGY CODE COMPLIANCE PER 2012 WSEC • ATTIC R49 • VAULT R38 • WALLS R21 • UNDER FLR. R30 SQUARE FOOTAGE LIVING AREA MAIN FLOOR 1331 SQ.FT UPPER FLOOR 1200 SQ.FT TOTAL 2531 SQ.FT GARAGE 633 SQ.FT PORCH 96 SQ.FT z E <�we Q COPYRIGHT: 2009 DRAWN BY: DAMIAN NORRIS DATE: 6/23/20I5 SHEET TITLE MAIN FLOOR PLAN MARK DATE DESCRIPTION SCALE: %," = 1'-0" (UNO) � q 12'-5" 6'-6" 6-0 / 4-6 (EGRESS1 55 9 c\j I? 10 BED #2 7'-0 3/4" A'nVAl THR (VAULT CEILING) f4') --@ - - - - - - - - - - 6'-1 1/4" r 0 — — — — 10 FU NACE N 0? A C AB VE 10 FU N JAVE L 3'-2 112" LINEN 4 SHELVES MSTR. CLOSET 04 9 J,/ 3 3, -7.." cq 7 -10 OPEN RAIL 0 PLAY ROOM (D IN i�L C� 19 1 IOR TO Nt COMPLETION 10 B MAINTAIN 10 --MIAL 4.!! GLELAFLA- OPEN TO BELOW 01KSOLID CORE DOOR W1@'7WEATHER STRIP &THRESH 04 c�TUBISHOWER!2! y �HTUBISHOWER COMB0 CN COMBO -6/5-0 12'- 11 5'-7 1123'-7 112" STORAGE BED #3 C? 5 -0 4-8 (EGRESS) 3 --- Ic- =— --I I r j IL= 2-0/3-6 L 3'-6" 12'-6" 2'-6 112" 18'-6 112" 112" 8'-5 112" 38'-5 112" 83 ll'-61/2" ll'-61/2" LJ NOTES 1. 2X6 EXTERIOR WALLS TYP. 2X4 WALLS HAVE BEEN SHADED 2. 2X4 INTERIOR WALLS TYP. 2X6 WALLS SHADED 3. ALL NAILING INTO TREATED LUMBER (INCLUDING SHEAR NAILING) MUST BE HOT DIP GALV. STAINLESS STEEL, OR EQUIV. ALL IN CONTACT WITH TREATED LUMBER MUST BE Z-MAX, STAINLESS STEEL, OR EQUIV. 4. PROVIDE 4" EACH SIDE OF DOORS TO ALLOW FOR CASING TYP. 5. INSTALL STAIRS PRIOR TO UPPER FLOOR FRAMING 6. SEE SHEET S5 FOR UPPER FLOOR STURTURALISHEAR 7. ENERGY CODE COMPLIANCE PER 2012 WSEC 0 ATTIC R49 0 VAULT R38 0 WALLS R27 UNDER FLR. R30 HAVE -BEEN HANGERS/TIES • REVONED FOR CODE CORMPLIANCE AIIR"PROVED SEP 2 2 2015 city of TuRwilek BUILDING DIVISION RECEIVEED UPPER FLOOR CITY OF TUKWILA PLAN JUL 0 2 2015 PERMIT CENTER I r)ATC I nccrim DT lr\kf ■m I 0 OPTION: WHEN EAVE PROJECTION EXTENDS WITHIN 5' OF PROPERTY LINE. USE SOLID BLOCKING IN PLACE OF EAVE BLOCK VENTS, AND USE 8" ROOF JACK VENTS TO PROVIDE LOWER ATTIC VENTILATION. OTHERWISE 1 HR. ON UNDERSIDE MINIMUM FIRE RESISTANCE RATING o CONSTRUCTION IS NEEDED. PER TABLE 302.1(1) 01 v I a mm UPPER FLOOR LINE 82 MAIN FLOOR LINE NOTES 1. 30YR COMP: ROOFING TYP. "WEATHERWOOD" COLOR. 12:12 2. HARDI PLANK LAP SIDING TYPICAL, 7" REVEAL 3. USE TREATED %2`PLYWOOD UNDER ALL CULTURED STONE 8: 12 LOCATIONS 12 4. FLASHING PER NOTE 1 A 5. ADDRESS PER NOTE F6 8:12 N 0 Mff-ELEVATION /vnRT ff FRONT ELEVATION EA5-r LO ---- �.r.rn.ur.r.y.raerrnaai�� o o ■■ ■■ ■■ - ---- ■■ NN ■■ ■■ ■■ ■■ 12:12 12:12 SLOPE GRADE AWAY 6" OVER IO' OR EQUIV. TYP. --- � ®EVIEVVED FOR I CODE COMPLIANCE APPROVED SEP 2 2 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OIL TUKWILA SEP 4.3 2015 PERMIT CENTER a o� g N U N mm J Q FL 8 COPYRIGHT: 2009 DRAWN BY: DAMIAN NORRIS DATE: 6/23/2015 SHEET TITLE ELEVATIONS MARK I DATE I DESCRIPTION A3 SCALE: X" = 1'-0" (UNO)' NOTES 1. 30YR COMP. ROOFING TYP "WEATHERWOOD" COLOR. 2. HARDI PLANK LAP SIDING TYPICAL, 7" REVEAL 3. USE TREATED %2' PLYWOOD UNDER ALL CULTURED STONE LOCATIONS 4. FLASHING PER NOTE IA 5. ADDRESS PER NOTE F6 ci z _ o .- _aoo� J3 $ ry = c t LAM a Q 0 VAA COPYRIGHT: 2009 DRAWN BY: DAMIAN NORRIS DATE: 5/29/2015 SHEET TITLE ELEVATIONS 2 MARK I DATE I DESCRIPTION I A4 SCALE: X" = I'!-0 ' GENERAL NOTES: The Builder is responsible for using safe work practices and conforming to all safety ordinances. The Builder is to verify all dimensions prior to starting work. Any changes to structure must be reviewed and approved by Pacific Northwest Engineering Inc. All methods, materials, and workmanship shall be in accordance with the International Building Code (IBC) 2012 Edition. n1=STf;N I nanS ROOF LOAD: SNOW 25 PSF, DEAD 1S PSF FLOOR LOADS: LIVE 40 PSF, DEAD 10 PSF WIND SPEED: Vs 3-Sec= 110 MPH, Iw=1.0, EXPOSURE '13" SEISMIC: DESIGN CATEGORY D ", Ss=1.51, S1= 0.50, fe=1.0, Site Class'D ", R= 6.5 SOILS: Soil bearing of 1500 PSF is assumed. It is the contractors responsibility to verify that the site soils provide this minimum bearing capacity. FOUNDATIONS: Exterior footings to be a minimum of 18" below finished grade bearing on native undisturbed soil. Back fill with dry soils. Backfill next to a retaining wall a minimum of 24" with a gravel or well draining soil. Soils under footings and slabs to be 95% compacted to a Modified Proctor Density (ASTM D1557). All construction on fill soil shall be reviewed by a registered geotechnical engineer. REINFORCING STEEL: All reinforcing steel to be GRADE 60 PER ASTM A-615. Lap all splices a minimum of 32 bar diameters or 18". Lap horizontal steel at comers and intersections in footings and walls with corner bars. Minimum concrete cover for reinforcing steel: INTERIOR FACES OF SLAB AND WALL BARS 1-1/2" EXPOSED TO WEATHER OR EARTH 1-1/2" FOR #5 AND SMALLER AND 2" FOR #6 AND LARGER. FOOTING BARS REQUIRE 3" COVER. CONCRETE: All concrete materials and placement shall conform to the IBC 2012. Min. compressive strength shall be 3000 PSI* at 28 days with a min. water/cement ratio of .45. All concrete shall be air entrained 5 +/-l%. Max aggregate size = 7/8". *Special Inspection not required. 3000 PSI compressive strength is specified for weathering protection. Structzirai design of concrete Gassed on 2500 PSI compressive strength FLOORING AND ROOFING: Plywood Sub Flooring shall be, 4" T&G CDX or OSB (glued and nailed). Nailing shall be 10d @ 6"o.c. along panel edges, and 12"o.c. in field (U.N.O.) Span index shall be 48/24. Stagger 7 o " OSB nailed DX end laps. Roof sheathing shall be 1" r 2 C 16 w/8d @ 6" o.c. along panel edges, and 12" o.c. in field. Span index shall be 24/0. Stagger end laps. FLOOR FRAMING: Use double joists under all parallel partitions that'extend more than 1/2 the length and around openings. Prefabricated flooring materials by others. TYPICAL BUILT UP COLUMN: All columns not specified or otherwise noted on the plan are to be two studs which are spike laminated together with 16d nailing at 6" on center staggered. All columns supporting girder trusses or glue laminated beams are to be three studs which are spike laminated together with 16d nailing at 6" on center staggered. HEADERS All headers not specified or otherwise noted on the plan are to be 4x8 DF#2 or (2) 2x10 HF#2 with at least one cripple and one stud for each end for openings :55'-0" wide and two cripples and one stud for all others. TYPICAL WALL NOTES: Stud framing shall be Hem -Fir U.N.O. Where anchor bolts are used, they shall be %" and no more than 48" apart embedded at least 7". There shall be a minimum of 2 sill anchors per piece (sill plate), with 1 located within 12" of each end of each piece. Anchor bolt washers shall be 3"x3"xY' square and tightened to the plate. Holdowns and fasteners shall be Simpson U.N.O. Install per manufacturer's instructions. All bearing walls over 10' shall be laterally braced at 4' o.c. POST -BEAM CONNECTIONS Positive connections shall be provided at post -beam connections to ensure against uplift and lateral displacement. Anchorage of walls and columns to foundations shall be provided in accordance with plans and shear wall sched. GLUED LAMINATED BEAMS (GLB) Glued laminated wood beams shall be per ANSI A190.1, American National Standards for structural glued laminated timber. Use Grade DF 24F-V4, Fb=2,400 PSI, Fv= 240 PSI unless noted otherwise on the plans. LAMINATED VENEER LUMBER (LVL) Laminated veneer lumber shall be Doug Fir (DF) meeting the requirements of ASTM D2559 with grain parallel to the length of member, Fb=2,200 PSI, Fv= 285 PSI, E=1.8 x 101 PSI. PARALLEL STRAND LUMBER (PSL) Parallel Strand Lumber shall be manufactured per NER-292 meeting the requirements of ASTM D2559 with grain parallel to the length of member, Fb=2,900 PSI, Fv= 290 PSI, E=2.0 x 106 PSI. TIMBERS ALL LUMBER TO BE AS FOLLOWS: BEAMS DF#2 OR BETTER POSTS DF#2 OR BETTER PROTECTION AGAINST DECAY AND TERMITES: IBC 2304.11, Wood used above ground shall be pressure treated in accordance with AWPA U1 for the following conditions: 1. Joists, Girders and Subfloors that are closer than 18" to exposed ground in crawl spaces or unexcavated areas located within the perimeter of the building foundation. 2. Wood framing including sheathing that rest on exterior foundation walls and are less than 8 inches from exposed earth. 3. Sleepers, sills, ledgers, posts and columns in direct contact with concrete or masonry. All field -cut ends, notches and drilled holes of preservative -treated wood shall be treated, for use category UC4A per AWPA U1-07, in the field using a 9.08% Copper Naphthenate (CuN) solution such as "End cut Solution" (Cunapsol-1) in accordance with the product manufactures directions. DRAG STRUTS: Plates or struts shall be provided across openings in shear walls and at the end of a shear wall that continues with a non -shear wall; see detail 2/S-0 for additional specifications. PREFABRICATED JOISTS AND ROOF TRUSSES Prefabricated joists and roof trusses are deferred submittal items and are to be designed, fabricated and installed per the latest Truss Plate Institute standards. Pre -fabricated items to be designed by a licensed Professional Engineer. Fabricator to provide all connection design and details. Where trusses are not provided to complete the roof system, overframing members and their connections shall be provided. Overframing details shall be included in the truss shop drawings in order to provide loading conditions consistent with the modeling of the trusses. The overframing and related details shall be designed under the direction of the truss engineer. Where trusses align with shear walls, a special truss shall be provided that has been designed to transfer the specific wind and seismic loads shown on the plans. The truss shall be designed to transfer the load between the roof sheathing and the shear wall below. The truss shall be designed to transfer a minimum of 100 plf along the length of the truss. All temporary and permanent bracing required for the stability of the truss elements under gravity loads and in -plane wind or seismic loads shall be designed b h truss engineer where the p g yt et sse g top chord is not directly attached to the roof sheathing, the truss engineer shall design and show the placement of all required top chord bracing and connections on the truss shop drawings. Any bracing loads transferred to the main building system shall be identified and submitted to the engineer of record for review. Design calculations and shop drawings shall be submitted for review by the engineer of record prior to submitting to the building official for approval. P.T. WOOD CONNECTORS All metal connectors coming in contact with P.T. wood shall be Simpson "Z-Max", triple zinc coated, or hot dipped galvanized for corrosion resistance. ANCHORAGE All anchor bolts embedded in concrete or masonry shall be be A307 UNO. Expansion bolts into concrete not otherwise specified shall be Simpson STRONG -BOLT Wedge Anchor. Install in accordance with ICC ESR-1771, including minimum embedment depth requirements. Post -installed adhesive anchors specified on the drawings shall be grouted with Simpson AT-XP adhesive. Install in accordance with IAPMO LIES ER-263. NAILS: Nailing of wood framed members to be in accordance with IBC 2012 table 2304.9.1 unless otherwise noted. Connection designs are based on "Common Wire" nails with the following properties. EIGHT DIAMETERNEY OIES) (INNWESES) Bd 0.131 2-1/2 l0d 0.148 3 led 0.162 3-1/2 20d 0.192 4 ,E ROOF TRUSS PER PLAN (RAFTER 2 SIMILAR CONDITION) NOTES i 1. MAINTAIN V MIN, EDGE IISTANCE FROM OOF SHEATHING PER PLAN PLYWOOD SHEATHING TO NAILS 2, EDGE NAILING TO BE APPLIED TO ALL AIL SHEATHING PER STRUCT PANELS NOTES TO TRUSS & BLOCKING 3, PROVIDE SOLID BLOCKING BEHIND PLYWOOD EDGES (HORIZONTAL SEAM) VENT BLOCKING W/ RBC V_CLIP PER PLAN SB PER SHEARWALL SCHEDULE 0 AIL PER SHEARWALL SCHEDULE 16D NAILS 2 SPACING PER CONTINUOUS DOUBLE TOP PLATE SHEARWALL TABLE REFERENCE 2/S-0 WHERE IM PER PLAN BREAKS IN TOP PLATE ❑CCU HOLDOWN AS NOTED ON PLANS, REFER TO SCHEDULE ONTINUOUS DOUBLE TOP PLATE, SPLICE FLOOR SHEATHING PER PLAT' PER 2/S-0 AS REQ'D FLOOR JOIST PER PLA - EDGE NAIL SHEATHING TO HOLDOWN CHORDS AND TOP PLATE NAIL SHEATHING PER STRUCT NOTE -----HEADER PER PLAN OPTIONAL SHEAR WALL INSTALLED / 2X FLAT ABOVE & BELOWWHERE REQUIRED W/ LONG DIMENSION ACROSS DOUBLE STUD MINIMUM FULL E STUDS, STAGGER VERTICAL DIHEIGHT WHERE HOLDOWNS (BLOCK ALL PANEL EDGES)ES) OCCURS IM JOIST AT RAISED FLOOR, PANEL SHEATHING W/ LONG EDGE NAIL PWD DIRECTLY TO DIMENSION PARALLEL TO STUDS P.T. SILL AT S,O,G, SIDING MATERIAL PER ` FL❑OR SHEATHING OWNER/DEVELOPER X SILL ANCHOR BOLT & PLATE ING AND CRIPPLE STUDS PER WASHER PER DETAILS & WALL FRAMING NOTES SHEARWALL SCHEDULE X FRAMING 2 16' O,C, UNDER SILL WALL FRAMING EDGE NAILING TO BOT, PLATE , PROVIDE 36' GAP R SHEATHING, TYP. AND P.T. SILL Bd NAILS 2 6' O.C. AT EDGES &SEAMS, Bd NAILS 2 12' O.C. IN FIELD U.N.O. ON SHEAR WALL SCHEDULE STEM WALL/FOOTING PER PLA P.T. SILL 1 TYPICAL SHEAR WALL SHEATHING N.T.S. 9 FOR C 0 D LE C0i,� II "LIAi\110E- �1P1 . . SEP 2 2 2015 City of Tll!%e,fadily- € UILDIa,! B D!VIS!0J,'J SYMBOL LEGEND: X BEAD # CALLOUT O ® (X� HOLD DOWN CALLOUT S W SHEARWALL CALLOUT X SECTION REFERENCE PLAN VERACITY: While every attempt has been made to insure the accuracy of these engineering documents, site condition, product availability, etc. will affect the execution of this engineering. All information must be verified prior to construction. Any changes to the plan must have Pacific Northwest Engineering Inc's written approval. IMPORTANT: CONTRACTOR SHALL VERIFY ALL POINT LOADS AND ALL POINT LOADS SHALL HAVE SOLID BEARING TO FOUNDATION. NOTE ANY CHANGES TO FOUNDATION AND STRUCTURE FROM ARCHITECTURAL PLANS AND NOTIFY ALL AFFECTED PARTIES ENGINEERING DOCUMENT LICENSE: 1. Grant of License: In consideration of payment of the building fee Pacific Northwest Engineering Inc. grants you, the Licensee, a nonexclusive Right of Use for the purpose of constructing one structure from this engineering. Subsequent uses are permitted when accompanied by an originally stamped "Site Specific Re -Use Letter" for each additional site. 2. Ownership of Engineering Drawings and Calculations: Pacific Northwest Engineering Inc. retains the Title 17 USC Rights and Ownership of these Engineering Documents and all subsequent copies of the engineering. This is not a sale of the original Engineering. 3. Copy and Transfer Restrictions: Th2se technical drawings and calculations are copyrighted. Unauthorized copying of this Engineering is strictly forbidden. The Engineering is licensed to you only, and may not be transferred to anyone else without the prior written consent of Pacific Northwest Engineering Inc. (12) 16d'S STAGGERED AT SIDE OF TOP PLATE 4'-0' MIN, LAP (2) 16d A 16' O.C., TYP. 1 1/2IN, (3) 16d'S STAGGERED AT EACH 2 X STUDS 0 16' O.C. OR SIDE OF SPLICE WINDOW MULLIONS TYPICAL NAILED SPLICE APPLES WHEN NO OTHER SPLICE IS INDICATED. NO1E: SPUCE PLATES ARE OVER STUD OR MULLION. SIMPSON ST6236 MAY BE USED IN LIEU OF NAILING AS INDICATED ABOVE. 2TYPICAL PLATE SPLICE N.T.S. BEAM SIMPSON ST6224 STRAP TiE 16d DOUBLE 2 X STUDS, TYP. U.N.O. O TYPICAL BEAM TO FRAME N.T.S. , 3HiIR WAILL 1 ANCHClR SCHEDULE Stud do 2x Bottom Plate SRI Plate Attachment APA Rated Nall Size & Spacing Blocking Size Rim Joist Or Attachment Block Connection Capacity Sheathing Label 9 (a) (b) (d) (m) O Edges 9 (d) (a) O Adjoining g To Top Plate Nailing To Wood Anchor Bolt To Stll Plate Size Edges Below Concrete Below O Foundation (P�) (g) (h) (a) (f) (n) (1) (D (1) (a) (k) Sa mlo/wnd SW1 3(e OSB One Side .131x2-X" ® 6" O.C. 2x LTP4 O 48"OC 16d O 6" O.C. " ® 48" O.C. 2x 240/335 SW2 3 OSB One Side .131x2-X" O 4" O.C. 2x LTP4 O 32"OC 16d 0 6" D.C. ® 32" O.C. 2x 350/490 SW3 3(a OSB One Side .131x2-)¢' O 3' O.C. 3x LTP4 ® 12'OC 16d 0 4" D.C. " ® 24" O.C. 2x 450/630 SW4 Ra OSB One Side .131x2-V O 2' O.C. 3x LTP4 O 8"OC 16d O 4" D.C. " ® 16" O.C. 2x 585/820 2 ROWS 16d O 4 SW5 Re OSB Both Sides .131x2-X" O 4" O.C. 3x LTP4 O 8'OC O.C. h LTP4 O 16. OC ® 16" O.C. 2x 700/980 AT BLK'G To PLATE SW6 ode OSB Both Sides .131x24" ® 3" O.C. 3x LTP4 O 6'OC 2 ROWS led O 4 O.0 LTP4 O 18' OC 0 12" O.C. 2x 900/1260 AT BLK G TO PLATE z ;, Rt�qu1 a t r 8.> Install panels horizontally where framing exceeds 16" O.C. spacing. Blocking for edge nailing is required at all edges. Where sheathing is applied on both sides of wall, panel edge joints on 2x framing shall be staggered so that joints on the opposite sides are not located on the some studs. 0 Blocking is required at all panel edges Provide shear wall sheathin a g and nailing for the entire length of the walls indicated an the plans. Ends of full height walls are designated by exterior of the building, corridors, windows, or doorways or as designated on the plans. See plans for holdown requirements. (Alternate note: walls designated as perforated shearwails require sheathing above and below all openings. Sheathing edge nailing is required at all holdown posts. Edge nailing may also be required to each stud used in built-up holdown :.; poets. Refer to the holdown details for additional Information. f Intermediate framing to be with 2x minimum members. Field nailing 12" o.c. Based on 0.131xl-1/2' long nails used to attach framing clips directly to framing. Use 0.131x2-1/2' nails where installed over 9 sheathing. Use A35 or RBC clips in lieu of LTP's for roof blocking to top plate. h ' LTP4 S NOT REQ D WHERE RIM SHEATHING OVERLAPS THE SECOND FLOOR BOTTOM PLATE. Note: Blocking is required at panel edges. Continuous sheathing is required over the bottom plate to the bottom of the rim joist or sill plate with edge nailing at each. i.% Where two rows of nailing are required at raised floors, provide blocking per plan, and attach with LTP4 per schedule. Anchor bolts shall be provided with steel plate washers 0.229'x3"X3". Embed anchor bolts minimum 7" into the concrete. Where } ` the unit shear capacity for wind or seismic exceed 400 PLF, plate washers shall extend to within 1<e' of the sheathing edge. Pressure treated materials can cause excessive corrosion in the fasteners. Provide hot -dipped galvanized (electro plating is not acceptable) D9D;L and connector plates framing angles. act.) for all connectors in contact with pressure treated framing members. See detail on details page for Simpson MAS/MASP anchor bolt option. - AlterrlteIdt Where wood sheathing Is applied over gypsum sheathing, contact the engineer of record for alternate nailing requirments. At adjoining panel edges, (2) 2x studs nailed together may be used in place of a single 3X stud. Double 2x studs shall be 0 connected together by nailing the studs together with 3" long nails of the some spacing and diameter as the plate nailing. Where a double 2x stud is used, the panel edge nailing shall be staggered between both members. p; Contact the engineer of record for adhesive alternatives to cast in place anchor bolts. (special Inspection may be required) Ht3LDC?WM SCHEDULE Fasteners Slmpaon Product Label Modsl Number Anchor Bolts Anchor (g) (a) (b) (c) (f) (B Nailing Screws (1) STHD14/STHDI4RJ (2) STUDS W/ (24) 16d - - (1)is HDU5 - (2) STUDS W/ SOS SCREWS U.N.O. SIMPSON SB%x24 (2) STHD10/STHDIORJ (2) STUDS W/ (20) 16d - - (3) MST37 (2) STUDS W/ (22) 16d - - (4) MST48 STRAP (2) STUDS W/ (34) 16d - - (5) HDQ8-SDS - (3) STUDS W/ SDS SCREWS U.N.O. SIMPSON SB36X24 See Note (E) (6) MSTC4BB3 STRAP (2) STUDS W/ (38) 10d - ' %��UirBtrT NU3� ,. Install all holdown anchors per manufacturer All metal connectors coming In contact with pressure treated wood shall be Simpson "Z-Max', triple zinc coated or hot dipped galvanized for corrosion protection. C,. Substitution with another manufacturers holdown anchors only with E.O.R. approval. Ci3 Contact the E.O.R. for possible epoxy alternates. @ , Where the stem walls are 6", the threaded rod into the footing must be used. 3fi'SB bolts shall only be used in 8" stem walls. STHDiORJ do STHD14RJ holdowns are to be installed at rim joist locations only HDU5 may be used In place of the STHD10/14{RJ). rn Z O LD O 0 4t W N r Gf� 0 T rn 00 Q N 00 Eo � I U C\. o t_ s '-5 W M u7 t_! CO =3 C, Z (n N 00 r 9 (D M a >LO U k. W I �- S AI' I'Vo 4© ler,� �x .0 39315 4V - N ��j0` AL ti•' MAY 192015 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERINGAND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING U) Q J _J Q o r EXPOSURE: B WIND SPEED: 110 MPH ROOF SNOW: 25 PSF RECEIVED CITY OF TUKWILA GENERAL NOTES JUL 0 2 2015 PERMIT CENTER DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: PNE 15-383 SHEET NO: S-0 K Cr, IDENTIFY LOT LINES r Lot lines shall be established on site and made visible to 16'-0" 3'-0" T-6 112" 3'-0" 20'-5 112" verify distance of b uI ld>'Itb 1, th fr1 t 1' II I,,IIII1,;1I1IIII;I1,I1II -II11IIIIi II1IIIIIII1LIIIIII -D3-- - H III -" -1♦ N X FOUNDATION PLAN 21 III 1I1II 0( 4Q11�° ma ng se ac s e om o roes, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines. PLEASE NOTE: Setback(s) shall be calculated and measured from the buildings finish face or corner of the building nearest the property line and not necessarily measured from the exterior foundation. 4 I I NEC 250.52 Grounding lectrodes. . A concrete encased grounding electrode is required in all new concrete fo(tings. The electrode shall consist of at least 20 feet of 1/2" or larger reinforcement bar or I are copper conductor not smaller than 4 AW , and shall be located horizontally within th t portion of a concrete 1 foundation or footing th t is in direct contact with the earth & encased by ai least 2" of concrete. (NOTE: 20 foot rebar sl all be one continuous piece tied alongside any vicin ty footing rebar and shall protrude 8" min. above op of foundation wall near location of power panel.) J 15 D- FOOTING SCHEDULE 18'x18'xB' PLAIN 18, CONC FTG 24'x24'x10' PLAIN 24' CONC FTG 30' 30'x30'x12' CONC FTG W/<0#4 E.W. 36'x36'x12' CONC 36' FTG W/<5)#4 E.W. 24'x24'x10' CONC 24'R FTG W/(3)#4 E.W. RI:CE'A:VED y� �g Pf HD FOR CITY OF TUKWILA IN k OODE CO s2.�� .I,��I:�CE i%, FT c 'A 0 V €gin ... JUL 0 2 2015 F: SEP 2 2 20153 PERMIT CENTER I, I _ yYsiB. fg o6 TtIeGeiPip11 a W H a W 3' ... N O ffjn'I r- V rn 00 (V Q i I_ N CD � CD M E U N - U_ w M � o W tb / N coo > M QLO I U � �} o I' D W rn D .I L r S AN1y0� v �4� 39315 �P�GISTEt�,O V Mti �• MAY 192015 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS U UTHORIZED ALTERATION OF ANY OF T INFORMATION ON THIS DOCUMENT LL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. TH IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PRO SSIONAL SERVICE, IS THE PROPERTY OF P CIFIC NORTHWEST ENGINEERING AND IS N TO BE USED, IN WHOLE OR IN PART, F R ANY OTHER PROJECT WITHOUT ITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING J Q = _U �J <( LO Y o Z) EXPOSURE: B WIND SPEED: 110 MPH ROOF SNOW: 25 PSF FOUNDATION PLAN DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: PNE 15-383 SHEET NO: S-1 W F 50' FIRST FLOOR SHEAR WALLS, HOEDOWNS, AND STRUCTURE SCALE: Y4' = V-0" CITY OF TUKWILA JUL 0 2 2015 PERMIT CENTER AN z O L W W � a 0 W N O c", 00 O N 04 000 O ' O Lo ��yy < CE 'T N Lu I- x cu ;3 � LL Lo ('') O <, L N 00 Y (V ° N U) O w > V w t . (-a N C z D" Ea O '�, = � W O_ `I AN1y0 C� 39315 NAL MAY 19 2015 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING vJ Q J U = �J Q Lo v o 5 EXPOSURE: B WIND SPEED: 110 MPH ROOF SNOW: 25 PSF FIRST FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: j PNE 15-383 SHEET NO: S-2 2x6 STUDS 2 GARAI WALL C2x4 ALLOWED FRONT GARAGE WALL C❑NT, BE PORTAL FRAME STRAP F' ��T FROM UNDERSIDE❑FBEAM STRAPFR❑MUNDERSIDE ❑F BEAM SECOND FLOOR FRAMING SCALE: %4" = l'-0" --REV K:D NC::b`i FOR - CODE CO�� I_I:` NIL't j A F-1 D SEP 2 2 2915 i 1 Ci V, OI TLIk"IriII-1 I ULDING DIVISK)P',! co z O w w r o w N O tf ) 00 CC) O N (V Z > N 00 Ch E LO t � cu W OU- T- 2 00 ) N 00 iz cu I CL w rn a_ gYiANN0 y OF w 39315 V4 f O,VAL E^`G ORIGINALIS AM MUSI"BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING vJ Z U_ �J J d' Q o� EXPOSURE: B WIND SPEED: 110 MPH ROOF SNOW: 25 PSF SECOND FLOOR FRAMING DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: PNE 15-383 SHEET NO: S-3 0 _ I W N') SHEATH WALL P INSTALLING ATTIC op N 38'-5 1/2" 3'-6" 6'-0" 3'—II" 4'-0" 10'-113/4" 6'-0" 1 4'-0 3/4" SECOND FLOOR SHEAR WALLS, HOEDOWNS, AND STRUCTURE SCALE : %4,, = 1'-0" ZEVIE-1VED FOR CODE CONTLIANCE APPROVED ROVE 4 SEE' 2 2 2015 4- 7 CPf9:�e Oa T��ts� tis�i�ct BUILDING DllVjSaOv4 w z O D w w � o w N O •- !�.` 00 0) (V N 00 C Lo O N U (0 4 cu ' I O L- »ii M O 00'0 � •= N N z (n 00 > M �( , V v w r ; �i z c 0- C O 0_ l W S ANNo 39315 O �� 2015 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING U) Q J = J d' Lo O Z) F— r EXPOSURE: B WIND SPEED: 110 MPH ROOF SNOW: 25 PSF SECOND FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: PNE 15-383 SHEET NO: S-4 r M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal of the largest appliance, but not less than 30 inches high and 22 inches wide and not more than 20 feet long measured along the centerline of the passageway from the opening to the appliance. The passageway shall have continuous solid flooring not less than 24 inches wide. A level service space at least 30 inches deep and 30 inches wide shall be present along all sides of the appliance where access is required. Clear access opening dimensions shall be a minimum of 20 inches by 30 inches and large enough to allow removal of the largest appliance. M1305.1.3.1 A luminaire controlled by a switch located at the required passageway opening and a receptacle outlet shall be installed at or near the appliance location. 4l /5 R CONT. SHEATH BENEATH ❑/ FRAMING 2X6 OVER FRAME @ 24" O.C. 3 i I `lei• 'e `10 - 4x8 DF#2 R1 SEE DETAIL 2/SD=42F❑R TYPICAL ROOF SHEATHINC ❑RIENTATI❑N CO x8 t-1 HIP ROOF 2X6 RAFTS W / 2X4 CEILING JOBT MR 4x8 vAULT CEILING u NT, SHEATH EATH ❑❑/ FR MING--\ II A I \II C O R %6 2 Y it IRDEJTRIJ47" N Y Y d r2� ��J HDR 00 roJ2`S?, I ❑ 2P6 �� 20 2X6 O VER FRAME 0 O VI MO N TRUSS 91 ❑ �, ❑ 9 ATTIC TRUSS MR ❑ GABIE M SEr O ND MIO O R MAMING GABIE GABLE SM)ROOF 2X6 R.AFIMS W / N 2X4 CEUNG JOIST � I ca) �a ROOF FAMMAMING- SCALE: %4" = V-0" ROOF TRUSSES BY OTHERS 19A 4x8 DF#2 0 PED CEILI ❑■ yy ;-- • iI I;. 3 ak-© DIMAR M REVlav VirED FOR CODE CON IP IMICE APPROVED i SEP 2 2 2015 i Ci`o Iuk'sislI SUIL.DI€avG DIVIS101" U) z O Ln W w 0 W (\I o ao (V OD � oLO !( LL U v M ' o LL ; 0 00 6 LO U <za0 0 L < IL I � SkIANN0� . r�W O C� 4 39315 0 15 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING U) _3�j rQ r .J d' O EXPOSURE: B WIND SPEED: 110 MPH ROOF SNOW: 25 PSF ROOF FRAMING DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: PINE 15-383 SHEET NO: S-5 INSULATION PER ARCH. SHEATHING' GYP, BD. PER ARCH, PER PLAN 2x6 STUDS @ 16' D.C. SHEATHING PER PLAN MOISTURE BARRIER 2x6 P.T, SILL PLATE W/ %' A.B. PER PLAN MOISTURE BARRIER SIDING PER ARCH, AND 12' FROM ENDS SIDING PER ARCH, BOTTOM PLATE NAILING �' T&G SUBFL❑❑R PER S,W. SCHED, 2x6 P.T. SILL PLATE FLOOR JOISTS PER PLAN W/ %' A.B. PER PLAN - EDGE NAILING PER S,W, SCHED, INSULATION PER ARCH, AND 12' FROM ENDS CONT. 2x RIM JOIST EDGE NAILING - PER S,W, SCHED, TOE NAILING 16d @ 6' O.C. � — C1) #4 CONT, BAR X 00 r`-� #4 VERT, BAR & HORIZ. ¢ ; @ 24' ❑,C, MAX SPACING _ ° _ TAMIN, (1) TOP AND (1) BOTTOM Z H . 6 MIL, BLACK VAPOR BARRIER LAP 12' @ . d SEAMS AND UP FDN, WALL 00 —I : •: • • '• 11 A_ III —I I i , III .. \ I I FTG AND TIGHT -J FTG AND TIGHTI III = 4' 8' - I(2) #4 CONT. BARS LINE DRAINS 4' S LINE DRAINS 1 16' 16' • PROVIDE (1) SIMPSON CS16 STRAP 48" MIN EACH SIDE OF SPLICE W/ 8-16d COMMON NAILS 2x BOTTOM P P.T. SILL PLATE PER P (2) #4 BAR 36" LO PLACE DIAGONALY RE-ENTRANT CORNS IN STEPPED FOUNDA WALLS 4' MAX STEM WALL HEIGHT STEP FTG WHERE REQ'D, CONTINUOI RE -BAR PER FTG DETAIL �• ONE #4 • ° REBAR IN " SHEAR CONE 12' MIN, '; REBAR LENGTH WALL FRAMING ABOVE W GYP. BD, PER ARCH, INSULATION PER ARCH, 2x6 STUDS @ 16' D.C. (1) #4 CUNT. BAR #4 VERT. BAR & H❑RIZ, @ 24' D.C. MAX SPACING MIN, (1) TOP AND (1) BOTTOM 4' CONC, SLAB W/ 4' GRANULAR FILL & 6x6 WIRE MESH 6 MIL. BLACK VAPOR BARRIER, LAP 12' @ SEAMS 60 III (2) #4 CONT. BARS MAX STEP HEIGHT OF ONE UNIT VERTICAL PER TWO UNITS H❑RIZ❑NTAL MSTC52 FROM PONY WALL TO SHEAR WALL ABOVE WHERE FOUNDATION HOLDOWN IS SPECIFIED OVERLAP MSTC STRAP W/ STHD BELOW AS NEEDED. ALIGN HOLES AND INSTALL NAILING THROUGH BOTH STRAPS. RIM JOIST 2-2x TOP PLATE 2x6 CRIPPLE WALL WITH STUDS 16" O.C., MAX HEIGHT 4'; SHEATHING/NAILING TO MATCH SPECIFICATIONS OF WALL ABOVE STHD, HDU OR OTHER HOLD DOWN PER PLAN MINIMUM (2) A.B. OR PER SHEAR SCHEDULE REINFORCING PER FOUNDATION OR — RETAINING WALL SCHEDULE 2. 6. SHEATHING PER ' GYP, BD, PER ARCH, PLAN AS REQ'D INSULATION PER ARCH, GYP, HD, PER ARCH. 2x6 STUDS @ 16' D.C. BOTTOM PLATE NAILING PER S,W, SCHED, 2x6 P.T. SILL PLATE W/ %' A.B. PER PLAN EDGE NAILING AND 12' FROM ENDS PER S.W. SCHED, 914• T&G SUBFL❑OR CONT, 2x RIM JOIST FLOOR JOISTS PER PLAN TOE NAILING 16d @ 6' D.C. INSULATI PER ARCH, 4' CONC, SLAB W/ 4' GRANULAR FILL & 6x6 WIRE MESH 6 MIL, BLACK VAPOR BARRIER, LAP 12' @ SEAMS -A (1) # CONT, BAR #4 VERT, BAR & HORIZ, @ 24' D.C. MAX SPACING " MIN, (1) TOP AND (1) BOTTOM 6 MIL. BLACK VAPOR BARRIER LAP 12' @ . .4 SEAMS AND UP FDN, WALL 4' 8' 4' (2) #4 CONT, BARS 16' 3 3/4" T&G FLOORING DBL TOP PLATE (2) 10d POWDER DRIVEN FASTENERS ® 16" O.C., OR 5/8" A.B. ® 6' O.C. (STANDARD HOG WASHERS O.K. FOR INTERIOR CRIPPLE WALLS) 2X BLOCKING FLOOR JSTS. PER PLAN - 2x4 STUDS ® 16" O.C. (MAX. 5'-0" HEIGHT) (2) 10d TOE NAILS ® EA. STUD — 2x P.T SILL PLATE VAPOR BARRIER I I I —III—III—I I G—I 1= -'— 12"x6" CON C. FTG PER PLAN W/(2) 04 CONT. JOIST BEARING @ CONT FTG 7 • Epoxy installation may not be adequate, contact the E.O.R. prior to construction to verify if alternates are available. MIN, REBAR ' 4P'siil' 30 MIN, f REBAR;;i;�;t•��❑NE #4 REBAR LENGTH IN SHE R C❑N HDUSImson Strong-Tie1 IN, 12' MIKitN, FR❑M REBAR •° • RNER LENGTH ° '�o•o' va: Simpson Strong -Tie `�1 Simpson Strong -Tie ** r STHD Corner Installation �, STHD14RJ on Triple Studs ` RIM Joist Installation STHD14 HOLDOWN DETAIL STHD14RJ HOLDOWN DETAIL (STHD8/STHD10 SIMILAR) (STHD8RJ/STHD10RJ SIMILAR) HDU5 OPTION DETAIL 9 • 10. (HDU2/HDU4 SIMILAR) 11. SHEATHING PER PLAN CUNT, TO BUT OF BM ATTACH TRUSS/2x NAILER TO SHEATHED WALL W/(2) 16d AT EACH STUD FLAT 2x6 HLK'G AND 16d @ 6' TO BLOCKING WHERE ROOF DIAPHRAGM ATTACHES TO WALL 16d PER PLAN CONT, SHEATHING BLOCKING BETWEEN WITH EDGE NAILING JOISTS, ATTACH TO PER PLAN BEAM W/ 16' @ 6' OUTLOOKERS PER O,C., STAGGERED TRUSS MFG JOISTS AND HANGER MFG TRUSSES @ 24' D,C PER PLAN (OPPOSITE DIRECTION AT SIM.) 1x4 BRACING AT 4' D.C., OR PER TRUSS MFG CONT, SHEATHING AT GABLE, EXCEPT AS NOTED, SEE TYP GABLE END DETAIL BEAM PER PLAN EDGE NAILING PER PLAN 13. FLAT 2x6 BLK'G WHERE ROOF DIAPHRAGM ATTACHES TO WALL TRUSS MFG CONT, SHEATHING WITH EDGE NAILING PER PLAN CONT, SHEATHING AT GABLE, EXCEPT AS NOTED, SEE TYP GABLE END DETAIL SHEATHING PER PLAN CONT, TO BUT OF BM ATTACH TRUSS/2x NAILER TO SHEATHED WALL W/(2) 16d AT EACH STUD AND 16d @ 6' TO BLOCKING MFG TRU& @ 24'J,C, 14. 2X BLOCKING 3/4" T&G FLOORING —i D r FLOOR JSTS. PER MIN (4) 16d TO POST AND BEAM EACH SIDE 1%6" OR 3/4" OSB EA. SIDE OF BEAM OR APPROVED MTL. CAP SIMPSON PB44 OR 2) A34 AT POS BASE ,PER FDN PLAN BEAM PER PLAN 4x4 POST OR 4x6 BEAM SPLICE, U.N.O. 15# BUILDING PAPER BETWEEN POST & CONC. 4. MUDSILL ANCHOR SPACING SHEAR WALL SPACING SW1 30" O.C. SW2 18" O.C. SW3 12" O.C. kS/MASP FASTENERS SHALL BE HOT —DIPPED GALVANIZED MAS/MASA ANCHOR OPTION 8 • impson Strong —Tie DQ8—SDS3 with Threaded Rod r SB7/8X24, see SW Sched. REIVI€--WED a 0,rZ CODE WiMiP..I:° ACE u I;"Z is A SEP 2 2 2015 LhCdr �� T��f,vila � ri1v1 I HDQ8-SDS3 HOLDOWNa-DETAIL---� 2. POSITION JST OVER WALL AND ATTACH 10d ® 6" O.C. FROM PER SW SCHED. SUBFLOOR TO JST 3/4' T+G SHEATHING PLYWD OR 2%2" OSB FLOOR JST T• — 1— ___ PER PLAN 7/16' OSB, NAILING PER S,W, SCEDULE BTM PLATE NAILING PER S,W, SCHEDULE EDGE NAILING PER S,W, SCHEDULE t- �RIM JST z H O �LD oz 2 H H❑RIZ, SHEATHING = �J❑INT zz Q Ld LTP4 PER S,W SCHEDULE EDGE NAILING PER S,W, SCHEDULE DBL TOP PLATE 2x STUDS PER PLAN 16. (n z O Ln LLJ N o i �0 a:) LO O N CN 00 M �> E� ! t W O LL- O Ln CV)W 000 —_ N N �(0 I EM 4J U N z d ai 0 f T L f,f rn a ,I c- S0' ti W. O Z +� 39315 O �GISIER� tk� ' NALr-G� r� tr MAY 192015 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOTTO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING U) rj � • ``` J U _ �J Q L Y O 5 d' d' I-- EXPOSURE: B WIND SPEED: 11O MPH ROOF SNOW: 25 PSF RFC = 1 DETAILS JUL 6 2 2015 PERMIT CENTER DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: PNE 15-383 SHEET NO: SD-1 "SIMPSON" H2.5T HURRICANE TIE EA. TRUSS, TYP. RBC OR RBCP ® 48" O.C. EDGE NAILING INTO BLK'G 2 X BLOCKING BETWEEN ALL TRUSSES TYP -� 1/2" COX OR 7/16" OSB 6" EDGE AND 12" FIELD NAILING U.N.O. PREFAB. ROOF TRUSS - SEE FRAMING PLAN AND MANUFACTURER'S SHOP DRAWINGS GYPSUM BOARD PER ARCH 2 X 6 DOUBLE _/ TOP PLATE 2 X 6 STUD WALL - EXTERIOR STUDS 0 16" O.C. SIDING OSB "SIMPSON" SDWC MAY BE SUBSTITUTED SHEATHING FOR THE TYPICAL H2.5T CALLOUT INSTALLED PER MANUFACTURER'S RECOMMENDATIONS I N❑TE, WHEN GABLE EXCEEDS 10' TRUSS • —T❑ BLK G FROM BRACE @ 6' D.C. TO BLK'G 2x4 BLK'G CUT TO FIT BTWN TRUSS TOP a x w CHORDS o = Ag• 2x4 DIAL, BRACE @ C 48' ❑,C, WHERE REQ'D o Li-Lj = Ln A34 FROM 2x4 BRACE TO 2x4 NAILER (3) 16d MIN, 2x TO 2x AT BRACES, TYP (2) 16d FROM 2x4 TO a x Ld GABLE WEBS tea= 3(6' SHEATHING, WHERE • °- H oa.W REQ'D, ON GABLE ENDS I M _ InZ � - PRE-MFG'D TRUSS PER PLA ix4x8' BRACING @ 48' D.C. S W/ (2) 10d @ EA. TRUSS 5 TYP. GABLE END WEB BRACING • MFG TRUSSES @ 24' D.C. U.N.O. 7/(6 OSB MAY BE ❑MITTED AT GABLE END TRUSS IF IT CAN RESIST 100PLF LATERAL. ❑THERWISE ATTACH OSB AT EDGES WITH 8d @ 6' ❑.C„ TYP EDGE NAILING PER PLAN SHEATHING PER PLAN TYPICAL ATTIC GABLE END TO TOP PLATE CONNECTION g FURRING WALL ►TTIC TRUSSES SHEATHING, WHERE I'D, ON GABLE ENDS .-MFG'D ATTIC TRUSS ! PLAN TYP. ATTIC GABLE END CONNECTION 13. APA RATED SHEATHING GRADE PANELS. NAIL AT 6" ON CENTER EDGE. VERTICAL PANEL DIMENSION PERPENDICULAR TO SUPPORTS TYP ROOF SHEATHING U.N.O. FLAT 1x4x8' BTM. CHORD BRACING ® 48" O.C. — ATTACH W/(2) 10d ® EA TRUSS SHEARWALL NAILING PER SCHEDULE FOR ENTIRE WALL CONT. 2X BLK'G TYPICAL @ STRAPS ST6224 H❑RIZ. STR ❑PENINGS TOP AND BI EA END (REF, PLA PANEL EDGE NA: BLK'G AND SI PLATES I STUDS, STAGGER END JOINTS OF ALL ROOF SHEATHING PANELS GABLE END TRUSSES MUST BE ABLE TO RESIST A LATERAL LOAD OF 100PLF (MINIMUM). GABLE END TRUSSES WHICH DO NOT MEET THE MINIMUM LOADING REQUIREMENT SHALL BE SHEATHED WITH 7/16' OSB. 2. OVERFRAMING PER PLAN ROOF BOUNDARY NAILING GIRDER TRUSS ROOF BNDRY 2x NAILER ATTACHED TO TOP PLATE W/16d 0 16" O.C. EDGE NAILING PER PLAN HEEL PER MFR FULL DEPTH BLK'G BY TRUSS MFR, TYP,- LTP4 PER S,W, SCHEDULE (48' ❑,C, MAX) SHTG PER ROOF PLAN SHTG CONT.� TO GIRDER 7/16' OSB AND EDGE NAILING PER PLAN- 2x NAILER W/ (2) 16d 0 EA END TRUSS & 0 12" O.C. BETWEEN PRE-ENG TRUSS W/ HANGER BY TRUSS MFR 2x FLAT BLKG o aPS @> TT❑M, 4 F❑R 00 WIND❑W ❑PENING SIZE) LING TO _L/HEAD ND KING TYPICAL oo oo oo oo MFG TRUSSES @ 24' ❑,C, 16d @ 6' D.C. ATTIC B❑T, I SHEATH GABLE END CHORD FLAT 1x4x8' BRACING AND ATTACH AT @ 4B' O.C. W/ (2) 10d EDGES WITH 8d @ 6' NAILS AT EACH TRUSS D.C. TYP H25T @ EA, ---------- 16d @ 6' ❑,C, TRUSS TRUSS, TYP TO 2x6 BEYOND EDGE NAILING PER PLAN 2x6 C❑NT, ---SHEATHING PER PLAN GYP PER ARCH, 3. 7. i`-E'Ji�1^ 5iA't ID FOR_ — CODE Cify (7E G C11, 1174 DUI"..fDiNG DIVISiCs" , TYPICAL FORCE TRANSFER AROUND ❑PENLNG IN SHEAR WALL DETAIL (ELEVATI❑N) SCALE, NONE TYPICAL GABLE END TO TOP PLATE CONNECTION 4 6 a DOUBLE TOP PLATE, CONT. SHEATHING OVER CRIPPLE AND HEADER PER PLAN �2x e 16' D.C. J I@ f 8d 6' ❑,C TYP AT I ALL CRIPPLE EDGES (U LJ II/-16d @I6' D.C. LnQ� zQ Y = ,o z1-- f ra a Imo-. "o In 10 C❑NTINU❑US HDR PER PLAN SHEATHING NAILED TO HEADER WITH 3' D.C. GRID PATTERN SIMPS❑N LSTA24 EA, SIDE OF ❑PENING ❑PP❑SITE OF SHEATHING ATTACH 2x PLATE TO UNDERSIDE OF HEADER WITH (2) ROWS OF 16d @ 3' ❑.C. 8d @ 3' D.C. STAGGERED TO EA, 2x HOLD DOWN PER PLAN TO (2) 2x MIN (MATCH BEAM WIDTH) MIN (2) %'x10' ANCHORS WITH 3'x3'x/4' PLATE WASHERS (2) #4x12't-1 M #3 HAIRPIt 2'MAX .''� "' 4 . STD, 90° E Z BOTTOM ❑F ,7 ;.a,. -:�.. ;,.;.,,... ... STEM WALL 1.2 PORTAL FRAME DETAIL Cl" .Z 16. U) z O In w a 0 N O + C"p t() D' 00 rn � � N n M Ch OLo 3, (' � -10: t1, u o i° M 00 N zz N (n OD ;_- > (D I. V N 0 0 w rn I 4 S 1AN1y0 wti w d' Ot:� % 39315 0 �� . O �CISTE�' 7ONAL E ' MAY 19 2015 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING v/ Q J U_ = �J J � Q O EXPOSURE: B WIND SPEED: 110 MPH ROOF SNOW: 25 PSF Ri:C%Tg TURAL if OF TOKWAM JUL 0 2 2015 RMIT CENTER DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: pNE 15-383 SHEET NO: SD-2 lain STAIRWAYS R311.7 THRU R311.7.10.2 GUARDS IRC312.1 HANDRAIL CONTINUITY R311.7.8.2 1 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT. FROM A POINT DIRECTLY ABOVE THE LOWEST RISXOR FLIGHT, HAND RAIL ENDS SHALL BE RETUSHALL TERMINATE IN NEWEL POSTS OR STERMINALS. EXCEPTIONS: MIN. 1.HANDRAILS SHALL BE PERMITTED TO BE ROOM 6'-8" INTERUPTED BY A NEWEL POST AT THE TURN. 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD zA I. 6'-4" CE60 PRIMED _ p _ ' �) CLASSIC ARCH FLUSH TO LEGS (RAD 5'-1") POWER JACK P CABLE NO NICHE VINE FLOWER THING © BUILT OUT LEGS X- (2)2X8 3/4" MDF CE60 PRIMED 01� CM4 PRIMED KEYSTONE SLATE FACING (NORRIS RANDOM PATTERN) Ji LC .m LOCATION I CAN VARY GAS DIRECT VENT FIREPLACE LENNOX SLDVF40NE ILI 72" 1, 3'-1111 1. 72 6'-4" 'Truss Threw" & Sheet Rock, Tape - Tex. All Sides Insided Sky Light Well Pre Manufactured Sky light - Low E / Tempered, 2x4 Curbing Typical HANDRAIL R3X.7.8 GUARD RAILS SHALL PASSAGE OF A 4" DV R312.1.3 34" MIN. 38" MAX. TREAD NOSING 3/4" MIN. 1-1/4" MAX. 30yr Comp. Roofing Install Per Manufactures Specs. 26 Guage Angle Flashing Typ. Skylight Well OR TV PE TO OCATION CK PIPE TO TV CATION :ABLE OUTLET OUTLET FOR -CABLE RECIEVER Truss Per Plan R49 Typ. STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT. HANDRAILS SHALL NOT PROJECT MORE i -) " mill THAN 4.5" ON EITHER SIDE OF THE T REACH DEPTH STAIRWAY. R311.7.1 I]f CONTINUOUS RAIL 7-3/4" MAX. SYSTEM RISER HEIGHT STAIRWAY ILLUMINATION R303.7 ENERGY SUMMARY (2012 WSEC, CLIMATE ZONE 4C) CONDITIONED FLOOR AREA 2531 FUEL TYPE GAS FENESTRATION AREA 452 EFFICIENCY RATING .80 FENESTRATION % OF FLOOR 17.9% MAX. BTU OUTPUT 43,154 GLAZING U VALUE .28 - .30 PROPOSED FURNACE SIZE 55K DOOR U VALUE .12 -.18 TABLE 406.2 COMPLIANCE OPT. 5b EFFECIENT WATER HEATING (1.5 CREDITS) INSULATION( PER WSEC 2012 ) VAULT CEILING BLOWN ATTIC WALLS UNDER FLOOR SLAB ON GRADE R38 R49 R21 R30 N/A 4x HEADERS AT EXTERIOR WALL REQUIRES R10 RIGID INSULATION R403.2.2 Sealing. Ducts, air handlers, and filter boxes shall be sealed. Joints and seams shall comply with either the International Mechanical Code or International Residential Code, as applicable. R402.4 Air Leakage. The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.4. HVAC Controls (403.1 & 403.1.1) Energy Summary Certificate to be posted within 3' of electircal panel (401.3) VENTILATION SYSTEM (2012 IRC, CHAPTER 15) M1507.3 Whole -house mechanical ventilation system. Whole -house mechanical ventilation systems shall be designed in accordance with Sections M1507.3.1 through M1507.3.3. MECHANICAL VENTILATION RATES PER TABLES M 1507.3.3(I) & (2) MOISTURE CONTROL FLOORS WALLS CEILINGS 3/4" OSB DECKING PVA PAINT PVA PAINT LIGHTING R404.1 Lighting Equipment. A minimum of 75 percent of permanently installed lamps in lighting fixtures shall be high -efficacy lamps. 7116" OSB SHEATHING TYP. BAFFLE FOR 1"AIR GAP TYP. (SEE 2X4 VENTED EAVE BLOCKS (9.4 SQIN EA)TYP. 6" CONTINUOUS FACIA STYLE GUTTER (WHITE) WINDOW PER PLAN/ WHITE VINYL FRAME INSTALL PER MANUFACTURES SPECS.} II cc II MIN. SILL HEIGHT 24' 2X6 EXTERIOR WALLS TYP. SPACE 16" OC, 92-518" STUD LENGTH TYPICAL, W1 R21 7116" OSB SHEATHING, TYP. WINDOW PER PLAN/ WHITE VINYL FRAME INSTALL PER MANUFACTURES SPECS. MIN. SILL HEIGHT 24" WHEN & OR HIGHER ABOVE EXT. FINISHED GRADE 2X6 EXTERIOR WALLS TYP. SPACED 16" OC, 103-112" STUD LENGTH TYPICAL, W1 R27 SLOPE GRADE AWAY FROM BLDG. 6" OVER I V OR EQUIV. 6 MIL. BLK POLY VAPOR BARRIER TYP. THROUGH OUTCRAWL SPACE. LAP JOINTS/EDGES 12" R-30 30YR COMP. ROOFING W130LB FELT BELOW. INSTALL PER MANUF. SPECS L,R49 BLOWN ULTATION SEE SHEET G 1 44 ATTIC ACCESS TRUSSES, TYP. OSEE SHEET G 1 83 SMOKE DECTOR REQUIREMENTS OSEE SHEET G 1 82 SAFETY GLAZING REQUIREMENTS 2X4 INTERIOR @EGRESS SEE SHEET G 1 WALLS TYP. REQUIREMENTS JOIST PER PLAN REVIE4:AI D FOR CODE _COMPLIANCE 14" OSB SHEATHING, TYP. SEP 2 2 2015 NO INSU. OVER HEATED SPACES/ R-30 6fi uIty oa Tulmila SEE SHEET E6lLC�IIG DIVISI®1�9 83 SMOKE DECTOR REQUIREMENTS @SAFETY SEE SHEET G 1 2X4 INTERIOR GLAZING REQUIREMENTS WALLS TYP. SEE SHEET G 1 @EGRESS REQUIREMENTS RECEIVED CITY OF TUKWILA JUL 0 2 2015 FLOOR JOIST PER PLAN PERMIT CENTER 4" OSB SHEATHING TYP. SOLID BLOCK OVER BEARING BEAM LINES TYP. SEE SHEET S2 FOR VENTILATION REQUIREMENTS A LICIA TYPICAL DETAILS COPYRIGHT 2007 DATE: SHEET 05.22.2015 SCALE: DT1 VARIES NOTE: VERIFY ALL DIMENSIO FIRE RESISTANT CONSTRUCTION R302 L I R302.1 Exterior walls. -J Construction, projections, openings and penetrations of exterior walls of dwellings and -accessory buildings shall comply with Table R302,1(1)j or dwellings equipped throughout with an automatic sprinkler system Installed In accordance with Section P2904 shall comply with Table R302.1(2). _�] SECTION M1502 CLOTHES DRYER EXHAUST M1502.1 General. Clothes dryers shall be exhausted In accordance with the manufacturer's Instructions, Y M1502.2 Independent exhaust systems. Dryer exhaust systems shall be Independent of all other systems and shall convey the moisture to the outdoors. Exception, This section shall not apply to listed and labeled condensing (ductless) clothes dryers. M1502.3 Duct termination. Exhaust ducts shall terminate on the outside of the building. Exhaust duct terminations shall be In accordance with the dryer manufacturer's Installation Instructions. If the manufacturer's instructions do not specify a termination location, the exhaust duct shall terminate not less than 3 feet (914 mm) In any direction from openings Into buildings. Exhaust duct terminations shall be equipped with a backdraft damper. Screens shall not be Installed at the duct termination. M1502.4 Dryer exhaust ducts. Dryer exhaust ducts shall conform to the requirements of Sections M1502.4.1 through M1502.4.6. M1502.4.1 Material and size. Exhaust ducts shall have a smooth interior finish and be constructed of metal having a minimum thickness of 0.0157 Inches (0.3950 mm) (No. 28 gage). The duct shall be 4 Inches (102 mm) nominal In diameter. M1502.4.2 Duct Installation. Exhaust ducts shall be supported at Intervals not to exceed 12 feet (3658 mm) and shall be secured In place. The Insert end of the duct shall extend Into the adjoining duct or fitting In the direction of airflow. Exhaust duct joints shall be sealed In accordance with Section M1601.4.1 and shall be mechanically fastened. Ducts shall not be joined with screws or similar fasteners that protrude more than 1/8 Inch (3.2 mm) Into the Inside of the duct. M1502.4.3 Transition duct. Transition ducts used to connect the dr er Y to the exhaust duct system shall be a single Length that Is listed and labeled in accordance with UL 2158A. Transition ducts shall be a maximum of 8 feet (2438 mm) In length. Transition ducts shall not be concealed within construction. M1502.4.4 Duct length. The maximum allowable exhaust duct length shall be determined by one of the methods speclfled In Section M1502.4.4.1 or M1502.4.4.2. M1502.4.4.1 Speclfled length. The maximum length of the exhaust duct shall be 35 feet (10 668 mm) from the connection to the transition duct from the dryer to the outlet terminal. Where fittings are used, the maximum length of the exhaust duct shall be reduced In accordance with Table M1502.4.41. The maximum length of the exhaust duct does not Include the transition duct. FR408.4 ACCESS. 19 Access shalt be provided to all under -floor spaces. Access openings through the floor shall be a minimum of 18 Inches by 24 Inches (457 mm by 610 mm). Openings through a perimeter wall shall be not less than 16 Inches by 24 Inches (407 mm by 610 mm). When any portion of the through -wall access Is below grade, an areaway not less than 16 Inches by 24 Inches (407 mm by 610 mm) shall be provided. The bottom of the areaway shall be below the threshold of the access opening. Through wall access openings shall not be located under a door to the residence. See Section M1305.1.4 for access requirements where mechanical equipment is located under floors. R302.11 FIRE BLOCKING REQUIRED 29 In combustible construction, fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Flreblocking shall be provided In wood -frame construction In the following locations, 1. In concealed spaces of stud walls and partitions, Including furred spaces and parallel rows of studs or staggered studs, as follows, 1.1. Vertically at the ceiling and floor levels. 1.2. Horizontally at Intervals not exceeding 10 feet (3048 mm). 2. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed - spaces under stairs shall comply with Section R302.7. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free R312.1 GUARDS. 39 Guards shall be provided In accordance with Sections R312.1.1 through R31214. R31211 Where required. Guards shall be located along open -sided walking surfaces, Including stairs, ramps and Landings, that are located more than 30 Inches (762 mm) Measured vertically to the floor or grade below at any point within 36 Inches (914 mm) horizontally to the edge of the open side. Insect screening shall not be considered as a guard. R3121.2 Height. Required guards at open -sided walking surfaces, Including stairs, porches, balconies or landings, shall be not less than 36 Inches (914 mm) high measured vertically above the adjacent walking surface, adjacent fixed .seating or the line connecting the leading edges of the treads. Exceptions 1. Guards on the open sides of stairs shall have a height not less than 34 Inches (864 mm) measured vertically from a line connecting the leading edges of the treads. 2. Where the top of the guard also serves as a handrail on the open sides of stairs, the top of the guard shall not be less than 34 Inches (864 mm) and not more than 38 Inches (965 mm) measured vertically from a line connecting the leading edges of the treads. R312.1.3 Opening limitations. Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4 Inches (102 mm) In diameter. Exceptions, 1. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 Inches (153 mm) In diameter. 2. Guards on the open side of stairs shall not have openings which allow passage of a sphere 43/8 Inches (111 mm) In diameter. HR807.1 ATTIC ACCESS. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet <2.8 m2) and have a vertical height of 30 Inches (762 mm) or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. The rough -framed opening shall not be less than 22 Inches by 30 Inches (559 mm by 762 mm) and shall be located In a hallway or other readily accessible location. When located In a wall, the opening shall be a minimum of 22 Inches wide by 30 Inches high (559 mm wide by 762 mm high). When the access Is located In a ceiling, minimum unobstructed headroom In the attic space shall be 30 Inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment Is located In attics. [50] R302.6 DWELLING/GARAGE FIRE SEPARATION The garage shall be separated as required by Table R302.6. Openings In garage walls shall comply with Section R302.5. This provision does not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R302.5.1 OPENING PROTECTION. [51] openings from a private garage directly Into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 13/8 Inches (35 mm) In thickness, solid or honeycomb -core steel doors not less than 13/8 Inches (35 mm) thick, or 20-minute fire -rated doors, equipped with a self -closing device. ❑R310 EMERGENCY ESCAPE AND RESCUE OPENINGS. 55 R310,1 Emergency escape and rescue required. Basements, habitable attics and every sleeping room shall have at least one operable emergency escape and rescue opening. Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be required In each steeping room. Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 Inches (1118 mm) measured from the finished floor to the bottom of the clear opening. Where a door opening having a threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and Is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with Section R310.3. The net clear opening dimensions required by this section shalt be obtained by the normal operation of the . emergency escape and rescue opening from the Inside. Emergency escape and rescue openings with a finished silt height below the adjacent ground elevation shall be provided with a window well In accordance with Section R310.2. Emergency escape and rescue openings shall open directly Into a public way, or to a yard or court that opens to a public way. Exception, Basements used only to house mechanical equipment and not exceeding total floor area of 200 square feet (18,58 m2). passage of flame and products of combustlon. The material filling this annular space shall not be required to meet the ASTM E 136 R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. requirements, 5, For the fireblocking of chlmneys and 59 There shalt be a landing or floor on each side fireplaces, see Section R1003.19. of each exterior door. The width of each 6. Fireblocking of cornices of a two-family landing shall not be less than the door dwelling Is required at the line of dwelling unit served. Every landing shall have a minimum separation. dimension of 36 Inches (914 mm) measured in the direction of travel. Exterior landings shall be permitted to have a slope not to exceed 1/4 . unit vertical In 12 units horizontal (2-percent). R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. (CONT.) 59 Exception, Exterior balconies less than 60 square feet (5.6 rn2) and only accessible from a door are permitted to have a landing less than 36 Inches (914 mm) measured In the direction of travel R311.3.1 Floor elevations at the required egress doors. Landings or finished floors at the required egress door shall not be more than 11/2 Inches (38 mm) lower than the top of the threshold. Exceptloni The landing or floor on the exterior side shall not be more than 73/4 Inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. Where exterior landings or floors serving the required egress door are not at grade, they shall be provided with access to grade by means of a ramp In accordance with Section R311.8 or a stairway In accordance with Section R311.7. R311.3.2 Floor elevations for other exterior doors. Doors other than the required egress door shall be provided with landings or floors not more than 73/4 Inches (196 mm) below the top of the threshold. Exception, A landing is not required where a stairway of two or fewer risers is located on the exterior side of the door, provided the door does not swing over the stairway. R311.3.3 Storm and screen doors. Storm and screen doors shall be permitted to swing over all exterior stairs and landings. H R302.7 UNDER STAIR PROTECTION. Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-Inch (12.7 mm) gypsum board. 81 R311.7 Stairways. R311.7.1 Width. Stairways shall not be less than 36 Inches (914 mm) In dear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 Inches (114 mm) on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, Including treads and landings, shall not be less than 311/2 Inches (787 mm) where a handrail is installed on one side and 27 inches (698 mm) where handrails are provided on both sides. Exception: The width of spiral stairways shall be in accordance with Section R311.7.10.1. R311.7.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 Inches (2032 mm) measured vertically from the sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion of the stairway. Exception: Where the nosings of treads at the side of a flight extend under the edge of a floor opening through which the stair passes, the floor opening shall be allowed to project horizontally Into the required headroom a maximum of 43/4 inches (121 mm). R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larger than 12 feet (3658 mm) between floor levels or landings. R311.7.4 Walkline. The walkiine across winder treads shall be concentric to the curved direction of travel through the turn and located 12 Inches (305 mm) from the side where the winders are narrower. The 12-Inch (305 mm) dimension shall be measured from the widest point of the dear stair width at the walking surface of the winder. if winders are adjacent within the flight, the point of the widest dear stair width of the adjacent winders shall be used. R311.7.5 Stair treads and risers. Stair treads and risers shall meet the requirements of this section. For the purposes of this section all dimensions and dimensioned surfaces shall be exclusive of carpets, rugs or runners. R311.7.5.1 Risers. The maximum riser height shall be 73/4 inches (196 mm). The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers are permitted provided that the opening between treads does not permit the passage of a 4-inch-diameter (102 mm) sphere. Exception: The opening between adjacent treads is not limited on stairs with a total rise of 30 inches (762 mm) or less. R311.7.5.2 Treads. The minimum tread depth shall be 10 Inches (254 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). R311.7.5.2.1 Winder treads. Winder treads shall have a minimum tread depth of 10 Inches (254 mm) measured between the vertical planes of the foremost projection of adjacent treads at the Intersections with the walkiine. Winder treads shall have a minimum tread depth of 6 Inches (152 mm) at any point within the dear width of the stair. Within any flight of stairs, the largest winder tread depth at the walkline shall not exceed the smallest winder tread by more than 3/8 inch (9.5 mm). Consistently shaped winders at the walkline shall be allowed within the same flight of stairs as rectangular treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread depth. R311.7.5.3 Nosings. The radius of curvature at the nosing shall be no greater than 9/16 Inch (14 mm). A nosing not less than 3/4 inch (19 mm) but not more than 11/4 inches (32 mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 Inch (9.5 mm) between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 Inch (12.7 mm). Exception: A nosing is not required where the tread depth is a minimum of 11 inches (279 mm). R311.7.5.4 Exterior wood/plastic composite stair treads. Wood/plastic composite stair treads shall comply with the provisions of Section R507.3. R311.7.6 Landings for stairways. There shall be a floor or landing at the top and bottom of each stairway. The minimum width perpendicular to the direction of travel shall be no less than the width of the flight served. Landings of shapes other than square or rectangular shall be permitted provided the depth at the walk line and the total area is not less than that of a quarter circle with a radius equal to the required landing width. Where the stairway has a straight run, the minimum depth in the direction of travel shall be not less than 36 inches (914 mm). R311.7 Stairways. (CONTINUED) Exception: A floor or landing is not required at the top of an Interior flight of stairs, Including stairs im an enclosed garage, provided a door does not swing over the stairs. R311.7.7 Stairway walking surface. The walking surface of treads and landings of stairways shall be sloped no steeper than one unit vertical in 48 inches horizontal (2-percent slope). R311.7.8 Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. R311.7.8.1 Height. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm). Exceptions: 1. The use of a volute, turnout or starting easing shall be allowed over the lowest tread. 2. When handrail fittings or bendings are used to provide continuous transition between flights, transitions at winder treads, the transition from handrail to guardrail, or used at the start of a flight, the handrail height at the fittings or bendings shall be permitted to exceed the maximum height R311.7.8.2 Continuity. Handralls for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 Inch (38 mm) bebveen the wall and the handrails. Exceptions: 1. Handrails shall be permitted to be interrupted by a newel post at the turn. 2. The use of a volute, turnout, starting easing or starting newel shall be allowed over the lowest tread. R311.7.8.3 Grip -size. All required handrails shall be of one of the following types or provide equivalent graspa5il'rty. 1. Type I. Handrals with a circular cross section shall have an outside diameter of at leaft 11/4 Inches (32 mm) and not greater than 2 Inches (51 mm). If the handrail is not circular, it shall have a perimeter dimension of at least 4 Inches (102 mm) and not greater than 61/4 inches (160 mm) with a maximum cross section of dimension of 21/4 inches (57 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm). 2. Type 11. Handrails with a perimeter greater than 61/4 inches (160 mm) shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 Inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8 mm) within 7/8 Inch (22 mm) below the widest portion of the profile. This required depth shall continue for at least 3/8 Inch (10 mm) to a level that is not less than 13/4 inches (45 rr m) below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 11/4 Inches (32 mm) to a maxmum of 23/4 inches (70 mm). Edges shall have a minimum radius d 0.01 Inch (0.25 mm). R311.7.8.4 Exherkr wood/plastic composite handrails. Wood/plastic composite handrails shall comply with the provisions of Section R507.3. . R311.7.9 Illumination. All stairs shall be provided with illumination in accordance with Section R303.6. R311.7. 10 Special stairways. Spiral stairways and bulkhead enclosure stairways shall comply with all requirements of Section R311.7 except as specified below. R311.7.10.1 Spiral stairways. Spiral stairways are permitted, provided the minimum dear width at and below the handrail shall be 26 inches (660 mm) with each tread having a 71/2-Inch (190 mm) minimum tread depth at 12 Inches (914 mm) from the narrower edge. All treads shall be identical, and the rise shall be no more than 91/2 inches (241 mm). A minimum headroom of 6 feet 6 Inches (1982 mm) shall be provided. R311.7.10.2 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures, not part of the required building egress, providing access from the outside grade level to the basement shall be exempt from the requirements of Sections R311.3 and R311.7 where the maximum height from the basement finished floor level to grade adjacent to the stairway does not exceed 8 feet (2438 mm) and the grade level opening to the stairway Is covered by a bulkhead endos,ire with hinged doors or other approved means. R308 SAFETY GLAZING 82 R308.1IDENTIFICATION. Except as Irdlcated In Section R308.1.1 each pane of glazing Installed In hazardous locations as defined In Section R308.4 shall be provided with a manufacturer's designation specifying who applied the designation, designating the type of glass and the safety glazing standard with which It complies, which Is visible In the final Installation. The designation shall be acid etched, sandblasted, ceramic -fired, laser etched, embossed, or be of a type welch once applied cannot be removed wltlrout being destroyed. A label shall be permitted in lieu of the manufacturer's designation. R308.4 HAZARDOUS LOCATIONS. The locations specified In Sections R308.4.1 through R308.4.7 shall be considered specific hazardous locations for the purposes of glazing. R308.4.1 Glazing In doors. Glazing In all fixed and operable panels of swinging, sllding and bifold doors shall be considered a hazardous location. Exceptions, 1. Glazed openings of a size through which a 3-Inch-dlameter (76 mm) sphere Is unable to pass. 2. Decorative glazing. R308.4.2 Glazing adjacent doors. Glazing in an Individual fixed or operable panel adjacent to a door where the nearest vertical edge of the glazing Is within a 24-Inch (610 mm) arc of either vertical edge of the door In a closed position and where the bottom exposed edge of the glazing Is less than 60 Inches (1524 mm) above the floor or walking surface shall be considered a hazardous location, Exceptions, 1. Decorative glazing, 2. When there Is an intervening wall or other permanent barrier between the door and the glazing, 3. Glazing in walls on the latch side of and perpendicular to the plane of the door In a closed position. 4. Where access through the door Is to a closet or storage area 3 feet (914 mm) or Less In depth. Glazing In this application shall comply with section R308.4.3. IN R308 SAFETY GLAZING (CONTINUED) 5. Glazing that Is adjacent to the fixed panel of patio doors. R308.4.3 Glazing In windows. Glazing In an individual fixed or operable panel that meets all of the following conditions shall be considered a hazardous location, 1. The exposed area of an Individual pane Is larger than 9 square feet (0.836 m2)j 2. The bottom edge of the glazing Is less than 18 Inches (457 mm) above the floorj 3. The top edge of the glazing Is more than 36 Inches (914 mm) above the floorj and 4. One or more walking surfaces are within 36 Inches (914 mm), measured horizontally and In a straight line, of the glazing. Exceptions, 1, Decorative glazing. 2. When a horizontal rall Is Installed on the accessible side(s) of the glazing 34 to 38 Inches (864 to 965 mm) above the walking surface. The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and be a minimum of 11/2 Inches (38 mm) In cross sectional height. 3. Outboard panes in Insulating glass units and other multiple glazed panels when the bottom edge of the glass Is 25 feet (7620 mm) or more above grade, a roof, walking surfaces or other horizontal [within 45 degrees (0.79 rad) of horizontal] surface adjacent to the glass exterior. R308.4.4 Glazing In guards and railings. Glazing In guards and railings, Including structural baluster panels and nonstructural In -fill panels, regardless of area or height above a walking surface shall be considered a hazardous location. R308.4.5 Glazing and wet surfaces. Glazing In walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and Indoor or outdoor swimming pools where the bottom exposed edge of the glazing Is less APPROVED C❑RR❑SI❑N-RESISTANT 1A FLASHING SHALL BE APPLIED SHINGLE-FASHI❑N IN SUCH A MANNER TO PREVENT ENTRY OF WATER.INT❑ THE WALL CAVITY OR PENETRATI❑N OF WATER TO THE BUILDING STRUCTURAL FRAMING C❑MP❑NENTS, THE FLASHING SHALL EXTEND TO THE SURFACE ❑F THE EXTERI❑R WALL FINISH. APPROVED C❑RR❑SI❑N-RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE .F❑LL❑WING LOCATIONS, 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND D❑❑R OPENINGS SHALL .EXTEND TO THE SURFACE ❑F THE EXTERIOR WALL FINISH ❑R T❑ THE WATER RESISTIVE BARRIER F❑R SUBSEQUENT DRAINAGE. 2, AT THE INTERSECTION OF CHIMNEYS ❑R OTHER MASONRY CONSTRUCTION WITH FRAME ❑R STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO C❑PINGS. 3. UNDER AND AT ENDS OF MASONRY, W❑❑D OR METAL COPING AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5, WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FL❑❑R ASSEMBLY ❑F W❑OD-FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 9 M1307.2 ANCHORAGE OF APPLIANCES. Appliances designed to be fixed In position shall be fastened or anchored in an approved manner. In Seismic Design Categories D1 and D2, water heaters shall be anchored or strapped to resist horizontal displacement caused by earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the appliance's vertical dimensions. At the lower point, the strapping shall maintain a minimum distance of 4 Inches (102 mm) above the controls. than 60 Inches (1524 mm) measured vertically above any standing or walking surface shall be considered a hazardous location. This shall I R319.1 ADDRESS NUMBERS. apply to single glazing and all panes In multiple glazing. Exception, Glazing that Is more than 60 Inches (1524 mm), measured horizontally and In a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool, or swimming pool. R308.4.6 Glazing adjacent stairs and ramps. Glazing where the bottom exposed edge of the glazing Is less than 36 Inches (914 mm) above the adjacent lane of the ad t p j n walking surface of stairways, landings between flights of stairs and ramps shall be considered a hazardous Location, Exceptions, 1. When a rail Is Installed on the accessible side(s) of the glazing 34 to 38 Inches (864 to 965 mm) above the walking surface.The rall shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and be a minimum of 11/2 Inches (38 mm) In cross sectional height. 2. Glazing 36 Inches (914 mm) or more measured horizontally from the walking surface. R308.4.7 Glazing adjacent to the bottom stair landing. Glazing adjacent to the landing at the bottom of a stairway where the glazing Is less than 36 Inches (914 mm) above the landing and within 60 Inches (1524 mm) horizontally of the bottom tread shall be considered a hazardous Location, Exceptlon, The glazing Is protected by a guard complying with Section R312 and the plane of the glass Is more than 18 Inches (457 mm) from the guard. R314 SMOKE ALARMS. 83 R314.3 LOCATION. Smoke alarms shall be Installed In the following locations, 1. In each sleeping room. 2. Outside each separate sleeping area In the Immedlate vicinity of the bedrooms. 3. On each additional story of the dwelling, Including basements and habitable attics but not Including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split Levels and without an Intervening door between the adjacent levels, a smoke alarm Installed on the upper level shall suffice for the adjacent Lower level provided that the lower level Is less than one full story below the upper level. R314.4 POWER SOURCE Smoke alarms shall receive their primary power from the building wiring when, such wiring is served from a commercial source, and when primary power Is Interrupted, shall receive power from n battery. Wiring shall be permanent and without a disconnecting switch other than those required for overcurrent protection. - [R315.1 CARBON MONOXIDE ALARMS. 85 For new construction, an approved carbon monoxide alarm shall be Installed outside of each separate sleeping area in the Immediate vicinity of the bedrooms in dwelling units within which fuel -fired appliances are Installed and in dwelling units that have attached garages. MR1004.1 FIREPLACE GENERAL, Factory-built fireplaces shall be listed and labeled and shall be Installed in accordance with the conditions of the listing. Factory-bullt flrepla r 11 be tested In ® fj VaWance U FIS 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 alphabetical letters. Numbers shall be a minimum of 4 Inches (102 mm) high with a minimum stroke width of 1/2 Inch (12.7 mm). Where access Is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to Identify the structure. HR403.5 MECHANICAL VENTILATION V2 The building shall be provided with ventilation that meets the requirements of the International Residential Code or International Mechanical Code, as applicable, or with other approved means of ventilation. Outdoor air Intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system Is not operating, R403.5.1 Whole -house mechanical ventilation system fan efficacy.. Mechanical ventilation system fans.shall meet the efficacy requirements of Table R403.5.1. Exception, Where mechanical ventilation fans are Integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. HSECTION M1507 MECHANICAL VENTILATION M1507.1 General Where local exhaust or whole -house mechanical ventilation Is provided, the equipment shall be designed In accordance with this section. M1507.2 Recirculation of air. Exhaust air from bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shalt be exhausted dlrectly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge Into an attic, crawl space or other areas Inside the building. M1507.3 Whole house mechanical ventilation system. Whole -house mechanical ventilation systems shall be designed In accordance with Sections M1507.3.1 through M1507.3.3. M1507.3.1 System design. The whole -house ventilation system shall consist of one or more supply or exhaust fans, or a combination of such, and associated ducts and controls. Local exhaust or supply fans are permitted to serve as such a system. Outdoor air ducts connected to the return side of an air handler shall be considered to provide supply ventilation. M1507.3.2 System controls. The whole -house mechanical ventilation system shall be provided with controls that enable manual override. M1507.3.3 Mechanical ventilation rate. The whole -house mechanical ventilation system shall provide outdoor air at a continuous rate of not less than that determined In accordance with Table M1507.3.3(1). Exception, The whole -house mechanical ventilation system is permitted to operate Intermittently where the system has controls that enable operation for not less than 25-percent of each 4-hour segment and the ventilation rate prescribed in Table M1507.3.3(1) Is multiplied by the factor determined In accordance with Table M1507.3,3(2). M1507.4 Local exhaust rates, Local exhausts stems sh all be designed to Y 9 have the capacity to exhaust the minimum air flow rate determined In accordance with Table M1507.4. REV1 .1!-i,E-D F �. t*%' DD� 60)MJUANCE 1% P P Gl tw0�t I w--> �0 SE1 W N k City 0i 7 111IF "!lIa ILDIN DIVIMN RECEIVED CiTY OF TUKWiLA JUL 0 2 2015 PERMIT CENTER ALL PLANS GENERAL NOTES COPYRIGHT 2007 DATE: SHEET 05.06.2015 SCALE. Md Gi. NONE a l 't i 15' SEWER EASEMENT 20' PVT. DRAINAGE EASEMEN I EX. 6" SEWER STUB EX. 8" SEWER MAIN 0 7 f J E z I , 0__J ^I t f' -p ;- .............. ............. - z W i Q . J ~O i E LEGEND d. m PROPERTY LINE 0 0 B.S.B.L i — — RIGHT OF WAY LINE o — — RIGHT OF WAY CENTERLINE — — — — — — — ADJACENT PROPERTY LINE q------------------ ROOF OVERHANG LINE 4 CORNER SET Ln a.... 4" CONCRETE PAVEMENT 4 PROPOSED RESIDENCE °' PROPOSED INFILTRATION TRENCH 4 Y C PARCEL NUMBER Q- z 0040000378 CONSTRUCTION NOTES: O CONSTRUCT (2'W x 20'L x 2'D) GRAVEL STRIP PER DETAIL 2. O CONSTRUCT (2'W x 101 x VD) PERFORATED TIGHTLINE STUB OUT PER DETAIL 1 FOR ROOF AND FOOTING DRAIN. O3 INSTALL 54 LF 1Y2" WATER SERVICE LINE AS REQUIRED FOR FIRE SPRINKLER. WATER DISTRICT #125 MIGHT REQUIRES AN ADDITION LINE. ® UTILITY TRENCH (POWER & COMMUNICATIONS). �5 INSTALL 16 LF 4" PVC SIDE SEWER @ 2.0% MIN. PROVIDE CLEAN OUT AS REQUIRED. © INSTALL 13 LF 4" SOLID PVC ROOF DRAIN COLLECTOR @ 1.00% MIN. O INSTALL 15 LF 4" SOLID PVC FOOTING DRAIN COLLECTOR @ 1.00% MIN. ® INSTALL AREA DRAIN OR YARD DRAIN. RIM=297.00, IE (E, S)=295.00, IE (N)=294.90 O INSTALL 2 LF 4" SOLID PVC STORM DRAIN (SLOPE TO DRAIN). 10 INSTALL 3 LF 4" SOLID PVC STORM DRAIN (SLOPE TO DRAIN). 11 INSTALL 1" WATER METER ON EXISTING METER BOX (BY WATER DISTRICT # 125). IMPERVIOUS SURFACE COVERAGE HOUSE AND COVERED PORCH (INCLUDING OVERHANG) 2,259 SQ. FT. PATIO 130 SQ. FT. DRIVEWAY / WALKWAY 529 SQ. FT. TOTAL 2,918 SQ. FT. 2,918 / 6,623=0.441 X 100% = 44.1 % IMPERV. SURF. COVERAGE GO : BENCH P RM MANF M 1.90 Ln LU II R a ULn En UULU -7 II�a elf EX. DRIVEWA) APPROACf I VER & INICATION ' �Y IT ER MAIN ` I ti AA GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. KEEP INFILTRATION TRENCH 5' MIN. FROM PROPERTY AND 13' MIN. FROM HOUSE FOUNDATION. MAXIMUM BUILDING COVERAGE HOUSE AND COVERED PORCH 2,259 SQ. FT. (INCLUDING OVERHANG) TOTAL 2,259 SQ. FT. 2,259 / 6,623=0.341 X 100% = 34.1% MAX. BUILDING COVERAGE REQUIRED: 34.75% OR LESS. Z 00 NATIVE z 2 WRAP WASHED ROCK ENTIRELY fER FABRIC EXISTING GROUND 4" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) VASHED ROCK 3/4" - 1 1/2" 24" TRENCH X-SECTION NTS PROPOSED HOUSE IiW a\ NATM91=2m 0101 NTS ROOF / FOOTING PERFORATED TIGHTLINE STUB OUT DETAIL I I CONNECT TO LOT I I ROOF DRAIN STUB I I I L J 2' X 10' LEVEL TRENCH W ITH 4" RIGID PERFORATED PVC PIPE CATCH BASIN OR AREA DRAIN WITH SOLID LID These plans have been reviewed 3l i . Works Department for conformances Iii-FCuE City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the 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: �2a !„r 2.0' GRAVEL STRIP SLOPE i:...'2 CV CONCRETE r: DRIVEWAY WASHED ROCK 3/4 - 1 Y2 GRAVEL STRIP DETAIL 2 SCALE: NONE A FOUNDATI( City ®f Tul-'111ila BUILDING DIVISION I 4" PVC DOWNSPOUT DRAIN LINE /—FINISH GRADE / BACKFILL .: •.PROVIDE 12" MIN COVERAGE '� . OF•�RAIN WITH CLEAN 1 1/2" - 3/4" WASHED'ROCK FILTER FABRIC -(MI.RAFI 100X OR EQUIVALENT) ) ) .•' ,/ / Nam\ LTR NOTES 4" PERFORATED PVC FOOTING DRAIN LINE DRAIN LINES TO BE SEPERATE AND TIGHT. PROVIDE CLEAN OUTS, ELBOWS AND OTHER FITTINGS AS NEEDED. DRAINAGE DETAIL SECT SCALE: NONE I � N REFERENCE SHEET SHEET NO. 1 SP1 OF 2 SHEETS 00 F— 0 J 1 -17 U) 00 Z)� QCl) w U) 0 J l U) LLJ ®- Q OQ< J ILLJ — W U)~=� W�`*t-S 7>-L W 0�� ~� _ C1) {i oc 0 z ICU) ,... U w 602: c .� 9 C E '-+ CA0. i LL 2 11 0 cn U AniluCD IT 0 M fu J �. ui V) H W Ln o N �L Q Q a � N t]=.. L=L 00 _ = 2 2 �1■�1F�F ■ 0 0 z m m m O w m W z w o LU C] U a L0 0 N z O ~ Z5 a 7) R d C) z W o 4t O Zn I.L W 1:Cz:iV -U IT OF TU "%W1 LA z EP 0.3 2015 E MI CENTER W O U m �- Lo W Q N o 73 0 T O J E 0 z Ol C3 J z Q J n U U) W I— n m 00 0 En .3 0 (] / Q r) Q U 0 0 cn 0 U) 0 I 0 0 Id- 0 rn 0 Y - o m 0 E C3 M 0 I L2 0 N (14 ,.. .......................... , i, i ,t i i 0 z I U) I� i I 1 I• I , 11 INSTALL CONSTRUCTION ENTRANC( ( l PER DETAIL THIS SHEEP 7 I LOT 9 , (7,037 SQ. FT.) INSTALL SILT FENCE PER DETAIL THIS, SHEET i I i I I 103.50' ` I! I ------------------- ------------------- � J"�< F; F it t 1, i C,..�Y,. I a , J i �... LOT 8 i (6,623 SQ. FT.) I j I � � I I r I I I I • �/`�X I I 1 XV CD ;. NNW S87049'10"E LOT 1 T (6,598 SQ. FT.) INSTALL INLET PROTECTION TEMPORARY STOCKPILE PER DETAIL THIS SHEET &YP) i I COVER WITH PLAST16 PER DETAIL THIS SHEET , 1 •I I l , : I • I i �` ' � I ILI LEGEND PROPERTY LINE — — RIGHT OF WAY LINE — — RIGHT OF WAY CENTERLINE — — — — — — — ADJACENT PROPERTY LINE ------------------ ROOF OVERHANG LINE CORNER SET I I I Yn� ............� W _ ........... ._ w R q U� w U ii 11 I'M CATCH BASIN , GRATE REFERENCE SHEET SHEET NO. 2 EC1 OF 2 SHEETS Works Department for eonforrnan.ce with current .........:: ,.. . . City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with iPROVIDE ENERGY DISSIPATION designer. Additions, deletions or revisions to these AT TOE WHEN NEEDED drawings after this date will void this acceptance and will require a resubmittal of revised drawings PLASTIC COVERING DETAIL for subsequent approval. PER 2009 KCSWDM FIGURE C.3.4.A Final acceptance is subject to field inspection by SCALE: NONE the Public Works utilities inspector. Date: .r� By: CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBLIC ROAD SOP/ i EDGE OF EXISTING PAVEMENT P V NOTES: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 CUBIC FEET OF STORAGE WITH THE MEANS TO DEWATER THE STORED SEDIMENT, PROVIDE AN OVERFLOW, AND CAN BE EASILY MAINTAINED. INLET PROTECTION DETAIL PER 2009 KCSWDM FIGURE C.3.9.13 SCALE: NONE VARIES INSTALL DRIVEWAY CULVERT R=25' MIN. 15' MIN. PROVIDE FULL WIDE (r, IF THERE IS A ROADSIDE DITCH OF INGRESS/EGRESS AREA o PER KING COUNTY ROAD STANDARDS GEOTEXTILE UNDERLINE z .` Cn 4" TO 8" QUARRY SPALLS J 2 CV 1 c NOTES: VOTES: w AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF i4o c RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF s co 00 THE ROADWAY. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE ROAD. I 0 N 0 CONSTRUCTION ENTRANCE DETAIL M N PER 2009 KCSWDM FIGURE C.3.1.A SCALE: NONE FILTER FABRIC Ps. A)►: k A .. P F u `..I :....N I IL .. / .. ZI fK ---------L II---------\\i II it II N u u r 6' MAX_ Z 4" MIN POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED BACKFILL TRENCH WITH - 2" X 4" WOOD POSTS. STEEL FENCE POSTS, NATIVE SOIL OR 3/4" - 1.5" REBAR, OR EQUIVALENT WASHED GRAVEL NOTES' FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL PER 2009 KCSWDM FIGURE C.3.6.A SCALE: NONE UNDISTURBED GROUND REN/I If'v`I D 1-0I Z ~ CODE. COMPLIANCE f SEP 2 2 2015 I Gily,9 of Tukwila EUII-I IMG DIVISIM,l R. IN , "i�/. D IF UK -WI A ? 3 2015 ITI CENTPR