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Permit D17-0079 - MULTANI CUSTOM HOMES - LOT 2 SINGLE FAMILY RESIDENCE
MULTANI- LOT 2 14407 45 LN S D17-0079 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov COMBOSFR PERMIT 0040000395 Permit Number: 14407 45TH LN S MULTANI - LOT 2 Issue Date: Permit Expires On: D17-0079 8/1/2017 1/28/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: PT HOLDING LLC 1700 23RD AVE S #100 , SEATTLE, WA, 98144 PAUL MULTANI 9524 S 237TH PL , KENT, WA, 98031 MULTANI CUSTOM HOMES LLC 9524 S 237TH PL, KENT, WA, 98031 MULTACH891NR PAUL MULTANI 9524 S 237TH PL , KENT, WA, 98031 Phone: (206) 501-6467 Phone: (206) 501-6467 Expiration Date: 8/19/2017 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,832 SQ FT SINGLE FAMILY HOME AND 377 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: Project Valuation: $378,368.55 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $10,957.81 Occupancy per IBC: 0022 Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015. 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 10 Fill: 10 Number: 0 No Permit Center Authorized Signature: r'(7Date: ,1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS:. 1: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 4: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 5: 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. 6: Any material spilled onto any street shall be cleaned up immediately. 7: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 8: 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. 9: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. o 10: 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. 11: 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. 12: The property owner is responsible for the maintenance of its storm drainage system and, for this purpose, shall have a maintenance plan in place and the responsibility for maintenance assigned prior to Public Works final. 13: Applicant shall obtain water meter from Water District #125 (206-242-9547). Since Water District #125 doesn't inspect water pipe downstream of meter, City of Tukwila inspection is required. 14: Applicant shall obtain sanitary side sewer permit from Valley View District (206-242-3236). 15: Since the house must have a fire sprinkler system installed, it shall be verified in writirng to the Public Works Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW-THROUGH SYSTEM. Backflow device is optional if a FLOW-THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector. 16: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 17: Prior to Public Works Final, provide storm drainage as -built plan, storm drainage maintenance plan and responsibility for maintenance assigned for stormwater treatment and flow control BMPs/Facilities. 18: Prior to issuance of this permit, Transportation Impact Fee shall be paid in the amount of $1,013.88. 19: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 20: 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). 22: 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) (FIRE ACCESS ROAD INCLUDING HAMMERHEAD TURNAROUND TO BE STENCILED/SIGNED FIRE LANE ON BOTH SIDES OF THE ROAD.) 24: 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) 25: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 27: 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) 23: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 501.4) 26: Fire hydrants are required as detailed in City Ordinance #2052. 28: 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) C o 29: 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). 30: When subject to vehicular damage, protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #2052) 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 33: ***BUILDING PERMIT CONDITIONS*** 34: 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. 35: 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. 36: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 37: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 38: 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. 39: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 40: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 41: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 42: All wood to remain in placed concrete shall be treated wood. 43: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 44: 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. 45: 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. 46: 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. 47: 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). 48: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 49: 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. 50: 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. 51: ***MECHANICAL PERMIT CONDITIONS*** 52: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 53: 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. 54: Manufacturers installation instructions shall be available on the job site at the time of inspection. 55: 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. 56: 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. 57: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 58: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 59: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 60: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 61: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 62: 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. 63: 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. 64: 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 gauge. 65: 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. 66: 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. 67: 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. 68: 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. 69: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 70: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 <. BACKFLOW - FIRE 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5000 CURB, ACCESS, SDW 0610 ENERGYEFFCERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 LATH/GYPSUM BOARD 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKA Community Develop*On' Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combinatio rmit No. bi-7 0079 Project No.: Date Application Accepted: 14 . 1.9 f Date Application Expires: IP (For (For ofce use onl>) COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: 11440 1 PROPERTY OWNER f Name: /+y� ay)► Address:'yJn 5, , pt.._ City: `e7i'► Stated , Zip970 CONTACT PERSON — person receiving all project. communication 'Name: ?4t 11 �/� of fi'1 M l . Address: mac} Q g q �j p2_ X61„ City: State: Wyk— Zip:G}8OJ q rV , 7 / Phons9(2ZAb / vl f _Fax: Email: f%/�4bb�q��+�(��161�1/11 %_> /cI4v Z • (6711 GENERAL CONTRACTOR INFORMATION Company Name:t74 1 (AA_ hh lei Address �P , j y it_ % City: J State74_ Zip:���7/` i Phone: Fax: Contr Reg No/nu/17.60o 1. Exp Date // J17 l Tukwila Business License No.: / / • King Co Assessor's Tax No.: t6 vl tbd - 03 I r ARCHITECT OF RECORD Company Name/ 9t0 0 PP S1 O Architect Name: Engineer Name: v Address: og. my, 5r City/' leis State Ziip:115 yo tN" // Phot -7 i -SX "�' • Fax: Email: Email: ENGINEER OF RECORD, Name: Company Name: l n. %' (,�er, Engineer Name: v Address:$ 5T ,p %t ( /Z. ;At.0 t%, Cityp fmc/, p). tate: Zip:? ►►�� YY���� // O/, Phone y QtQ �, i(9/ 7,.Fax. 0 0 / City: Email: State: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) ' Name: A_ ‘ Address: ;At.0 t%, City: State: Zip: H:\Applications\Forms-Applications On Line\201 I Applications\Combination Permit Application Revised 8-9-1 l.docx Revised: August 2011 bh Page 1 of 4 PROJECT INFORMATION — Q Valuation of project (contractor's bid price): $ Scope of work (please provide detailed information): / (1/(' 10/4 frt gellef 4V-Ve4, DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 15` floor /��A '"� V! 2"d floor / ' Garage [� carport ■ f Deck — covered ■ uncovered ■ %q— Total square footage • Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 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 $ fuel type: ❑ electric 1 furnace <100k btu l appliance vent e\gas ntilation fan connected to single duct thermostat wood/gas stove water heater (electric) emergency generator other mechanical equipment PLUMBING: fourValue of plumbing/gas piping work $ bathtub (or bath/shower combo) bidet / clothes washer I dishwasher floor drain I shower lavatory (bathroom sink)sink water closet 1 water heater (gas) lawn sprinkler system a, gas piping outlets H: Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 4 t PUBLIC WORKS PERMIT INFORM ION — Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT t t .. Tukwila Water District #125 .. Letter of water availability pr vided rgr SEWER DISTRICT .. Tukwila .. Sewer use certificateer availability provided SEPTIC SYSTEM: Or...Valley View ..Letter of sew ❑... Highline ❑... Renton' ❑ .. Renton ❑ .. Seattle ❑ .. On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ .. Civil Plans (Maximum Paper Size — 22" X 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0...Insurance ❑... Easement(s) ❑... Geotechnical Report ❑ ...Hold Harmless — (SAO) 0...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 ❑ .. Total Fill ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control Cubic Yards Cubic Yards ❑... Work In Flood Zone ❑...Storm Drainage ❑... Abandon Septic Tank ❑ .. Trench Excavation ❑... Curb Cut ❑ .. Utility Undergrounding 0...Pavement Cut ❑ ..Backflow Prevention - Fire Protection ❑... 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 ❑ .. water ❑ .. sewer MONTHLY SERVICE BILLING TO: Name: number of public fire hydrant(s) ❑ .. sewage treatment Mailing Address: Day Telephone: City State WATER METER REFUND/BILLING: Zip Name: Day Telephone: Mailing Address: CityState Zip H.\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES c'PLICABLE TO ALL PERMITS IN THIS PLICATION - 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. PROPE' OW ER O AUTHORIZED AGENT: Signature: �! Print Name: Q L ► I / , , Mailing Address:9 3 r/4 H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Day Telephone: 414r City Date: q-19L- ,N422/ G4G� State qsa,)i Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees a PROJECT NAME r/)M A411 1 — PERMIT # (% co (� 14.40-7 45-A L,si 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 2. Enter total construction cost for each improvement Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume / Use the following table to estimate the grading plan review fee. Use the Enter total fill volume category: 3oo 000 l $250 (1) Sbo Soo/Soo/l o00 than $200,000 of A. cubic yards cubic yards $ 41114411 (4) reater of the excavation and fill volumes. RECEIVED CITY OF TUKWILA APR 0 6 2017 QUANTITY IN CUBIC YARDS RATE PERMIT C Up to 50 CY ..-- Free 51-100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees ENTER TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION S° (1+4+5) $ 33'1 -� (5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and '2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 02/21/17 Dfl*i BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. - Approx. Remaining Years ., . ': Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 1, 10-7 (50%) $5.00 -. 7'-5'(33%) $3.30 5-2 (25%) $2.50 - x ` 2-1 (10%) $1.00 0-1 $0.00 5o 6I-liADING Permit Issu—ance/Inspection Fee ' $ 23 (8) E Y 4. rla Grading Permit Fees are calculated using the following table. Use tleigreater of the excavation and fill volumes from Item 5. P ' - 'QUANTITY IN CUBIC YARDS RATE ' 50 or less - $23.50 51-100 $37.00 101 — 1,000 $37.00 for 1' 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1St 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1St 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof - x ` 100,001 or more $919.00 for 1St 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Lash Revised 02/21/17 2 (9) C BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($52.50 - includes Technology Fee) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ /0/3 - I. Other Fees $ Total A through I $ ja (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ /13o ¢3 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 01.01.2017 7,1 .31.2017 Total Fee 0.75 $625 /$`6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 �/ 0,025 $32,450 2 $2825 $48, $50,865 3 $4425/ $96,080-, $100,505 4 $785 $150,125' _ -$157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 Temporary Meter 0.75" $300 2.5" $1,500 3 Cash Register Receipt City of Tukwila 2908 DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK , ' $16,311.72 D17-0079 Address: 14407 45TH .IN S Apn: 0040000395 $8,155.86. DEVELOPMENT $3,930.58 PERMIT FEE R000.322.100.00.00 0.00 $3,926.08 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 • IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 . 0.00 $252.00 PUBLIC WORKS $1,212.38 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00. $87.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $87.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $223.90 • TECHNOLOGY FEE R000.322.900.04.00 0.00 $223.90 D17-0080 Address: 14411 45TH LN S Apn: 0040000395 $8,155.86 DEVELOPMENT_ $3,930.58 PERMIT FEE R000.322.100.00.00 0.00 $3,926.08 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE • $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,212.38 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $87.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $87.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 Date Paid: Tuesday, August 01, 2017 Paid By: MULTANI CUSTOM HOMES LLC Pay Method: CHECK 1021 Printed: Tuesday, August 01, 2017 3:48 PM 1 of 2 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $16,311.72 D17-0080 Address: 14411 45TH LN S Apn: 0040000395 $8,155.86 TECHNOLOGY FEE TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12038 R000.322.900.04.00 0.00 $223.90 $223.90 $16,311.72 Date Paid: Tuesday, August 01, 2017 Paid By: MULTANI CUSTOM HOMES LLC Pay Method: CHECK 1021 Printed: Tuesday, August 01, 2017 3:48 PM 2 of 2 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT ( QUANTITY ; PAID $8,405.85 D17-0079. Address: 4443 S 144TH ST BLDG 1 Apn: 0040000395 $2,801.95 DEVELOPMENT $2,551.95 PLAN CHECK FEE I R000.345.830.00.00 0.00 $2,551.95 PUBLIC WORKS $250.00 BASE APPLICATION FEE I R000.322.100.00.00 0.00 $250.00 D17-0080 Address: 4443 S 144TH ST BLDG 1 Apn: 0040000395 $2,801.95 DEVELOPMENT $2,551.95 PLAN CHECK FEE I R000.345.830.00.00 0.00 I $2,551.95 PUBLIC WORKS $250.00 BASE APPLICATION FEE I R000.322.100.00.00 0.00 I': $250.00 D17-0081 Address: 4443 S 144TH ST BLDG 1 Apn: 0040000395 $2,801.95 DEVELOPMENT $2,551.95 PLAN CHECK FEE I R000.345.830.00.00 0.00 $2,551.95 PUBLIC WORKS $250.00 BASE APPLICATION FEE TOTAL FEES PAID BY RECEIPT: R11230 R000.322.100.00.00 0.00 '; $250.00 $8,405.85 Date Paid: Thursday, April 06, 2017 Paid By: MULTANI CUSTOM HOMES LLC Pay Method: CHECK 2042 Printed: Thursday, April 06, 2017 3:44 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit Di 7O7P INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: RiiC.t.9sti1 LOT 2 Type of Inspection: s€3VIc44,✓4. 7-7^401-t____ Address: /4107 4S-1441 3. Date Called: Special Instructions: `� Date Wanted: // 7 • /9 Requester: so 4 L�ill Phone No. 4,6 4 PI? 47,-f Approved per applicable codes. Corrections required prior to approval. OMMENTS: (i3 r57,1/),32— Inspector: Date: r-7-17 REINSPE ON 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 D 007 Project: • fru, 146,n 1 •- eta Type of Inspection: - P6 FriiedL Date j; ` Address: iyyO7 '15 40 $ Date Called: Special Instructions: Date Wanted: 01/030 a.: . m. Requester: Olen ('e%)i-let Phone No: a‘96 -36—/7S-)/ Approved per applicable codes. E Corrections required prior to approval. COMMENTS: 5D o�L \t-04.4, inspor Date j; ` 1 9 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit bL7-07 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�L�"�. e, Tyco t to % r6 F; L+-ct: o 0 . `a / ,Z Arid es� T I 17 eL`� 9 .5 1i K t SSr ,,a9- pi�, Date Called: Ji_ge i (.t✓ �' e d f}�U 'ate,, Special Instructions: Date Wanted: (a.m. % 2-6,-006( p.m: Le:if /2-- � Requester„ ley) Phone No: met- 3g1 -4/7S/ Approved per applicable codes. Corrections-reguif for to approval. COMMENTS: (44 [ ktv ) f -L oV l I e, be 77 ,44J hr,MhA ` ii,p 2.-i eL`� 9 .5 1i K t SSr ,,a9- pi�, S, Ji_ge i (.t✓ �' e d f}�U 'ate,, Wr i r', �/ /i LL 014,4- 1N?►Ss,k /as oili v tL.%S die l Z- ( (- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D1 -o01°1 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: Ma.14 tn`i Lo 2- Type of Inspection: 'j Y Address: 1,11101 L1544 LN. s; Date Called: 11 ,� Date Wanted: `_ 1 [1 � 00 a p.m. Special Instructions: Requester: C\-e./f, (1tv Phone No: MO'3461-1115 l Approved per applicable codes. t_J Corrections required prior to approval. COMMENTS: 4 PLA oeJ ?c nJ4r Pu.0 Irtt—e Datc:11 Q(0 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 D)7 --c)071 Project: inininAll LDT P. Type of Inspection: inee/k4MCfL I1lM_ Address: `, /41107527f /4V, $ Date Called: ok- 6R - s- f /p/N Special Instructions: FLoorQ ft4SI)7741N Date Wanted: 7 -2 15 Pa.m. . Requester: Phone No: ElApproved per applicable codes. 121, Corrections required prior to approval. COMMENTS: /4,/,e "-oo.c TO C 1- 5309e--/ 0k— iM►C6fAvic/{-1 6 to- L d/ - 4 --mc 1 lS U t 4 7°' :K - PL IM113//V6 6pAkz ok- 6R - s- f /p/N Inspector: Date: ,q 8 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1,u INSPECTION NO. INSPECTION RECORD Retain a copy with permit 0077 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 Projec : fr), -- t a Type o Inspection: o FinoLZ AddressWO � An 5 Date Called: Special Instructions: Date Wanted: M/c Cth g _ a.m. ' P.M. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ko ✓gam 6 4W 5,th4y,- Oate: 1/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1D17 -0077 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project:a rI iti-A-6-r� t Ty a of Inspection PLS,..-,I©rr, F/n/kL Address:S S_ I1f'+o '`-1 La. S. GAS Pipr i C. Special Instructions: L + 2 Date Wanted:Q �mj� d 5 i C. P.m. Requester: Phone No: ElApproved per applicable codes. COMMENTS: orrections required prior to approval. .-"I `nc. Fu►,A-c. • 6 A Pit f� - j Inspector: g csafi., Date: Q_5_ zor 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 1)t7-0079 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: M u,,r ,r0 i - Ltd # Type of Inspection: Mecltrr1, i ccL 1 F n t AL Address: J��o7 `/5 L,� S. Called: Special Instructions: Lot 2 Date Wanted: 9 -Li -�% r' a.m. p.m. Requester: Phone No: ElApproved per applicable codes. "plsiCorrections required prior to approval. COMMENTS: /(,) a Yi-c6,_.€-se H-ffrkse-1, Lcziced Inspector: "g Date:F- v- 2ok 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 DI— 0 7 Project: Type of Ins ection: Address: �/C_T f 114407 ix.5 LAI - S e Date Called: Special Instructions: Date Wanted:-yj; 3 - 26 zoi ,p•in. Requester: Phone No: gApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: 3,(2, 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 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 D tit-eo77 Project: Tof Inspection: Address. e,V lin7 /,' 'i Date Called: Special Instructions: ocs-/II_Ar77OJ1/ Date Wanted: 3 g--/8 a.m. p.m. Requester: Ai Phone 2 Ole --5Y7- '57 ElApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: W�/!��'�C ,amu Date: 4 . 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 D- 6077 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: AlaL7 W I tor 2 Type of Inspection: R6t'6 J/y / t0 `c3M L A/90°7 $517i-` Date Called: . QH Special Instructions: Date Wanted: u, Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: O - itviiitzetiNiliaL i2&k6/./ in/ 61—.1)LX T lAsVJ -77'J -- `► lair Pig' /t/7./47- .6K_ 61Z- Gia , A)G bk_ r l r�,l -C Inspector: Date: 24). 7/8 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit pi7-c)?? PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: r'lat7790 tor Type of Inspection: P6i,'6.-)t4 C Pi PE Address: /+' t7 `95i7f kv, 0✓ Date Called: Special Instructions: 7C/PPA-114 _ e" -L- Gu/ Date Wanted: 2 —/— 16 a.m p.m. Requester: 621.-E30/ Phone N .6&- iy ti-- ��7 2 r Approved per applicable codes. Corrections required prior to approval. COMMENTS: A''61 -/-/N PtP4 Inspector: Date REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit D17-6079 PERMIT NO. Project: d /-M-.1P car A Type of Inspection: Rot' / --/W "4i/f$ Address: /� '7 y5/ j 3, Date Called: Special Instructions: • 9---1/.A 76 Date Wanted: ' a.m. —17—/e) 1 p.m. Requester: 04-x. Phone No: 2.4e?4, • .,79— 1/7571 ' ? .,__:C/9:._44:7-/.1- Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6tt- PLtir4 ii'/G- KIROvfN0 pitvo-(\ OK\ g,at&/f'i fLV 8111-- Inspector: Date: /-/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: /14M-77/4// Type of Inspection: Address:�/ .mss /4i"7 «;7_/(d:6', Date Called: Special Instructions: LQ% A AVM/ 5 -7 .4-7/-eNtc/Sh i? AtSoP .5/ i' 'i'`F7h//ArG- -r1 AZI//G- Date Wanted: / / ".r""" /8 ( w P.M. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ° ..c7. -/f -F -////6 -,/s77.&/ -x c ' Roo' -s7-7/.41T//06-- inspector: ffs Date: 1-5i6 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 Di7-oc 7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project filo LT/4lVl Type of Inspection: v,ti D'RFLt R- FRAm Address: '4'907 /5m AN, Si Date Called: 611 -PS /.'C RCL '/ K nuvul Special Instructions: L�% Date Wanted: a�.m, Requester: Phone No: -26(e- 34`i - 475l Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: bK - D&Z FLOOA R ,M' Vta R (/ / Gv/Tjf gii,i6iNerg, to/ LX-TTrA , 7-1-07- e '7-4.. pas. 7 -- 611 -PS /.'C RCL '/ K nuvul ., rL 06 t. FR/101E P LIS `r Inspector: Date: 17 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 -t '79 Project: Ml o AA -1) ^ Type o spection:`,, 77%�E.- Die 4-I AII. A/ddree�s`/s: ^� lir Date Called: Special Instructions: iorz Date Wante y/ a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 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 -c1.) 7 INSP i ON NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: j4 1/Ll'rAAJ 1 Ty.- .f Inspection: .7 ` ice:, 4,I Addrees}s: �r ')%' 0 I S 'ate Called: Special Instructions: Date Wan,t0 ,, Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector:Arvilev Date REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)17-0071 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: n4 IiiL A) )7W7/7"16- Typespection: Address: /4/4/0 7 qSTtAi Date Called: Special Instructions:l_ Date Want d: a3 Requ er: I Au Phone No: ?c ST!' 64167 ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: C� j p `7 � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (e now.1`Ho Backflows Northwest, Inc. (425) 277-2888 WATER PURVEYOR KCWD #125 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ASSEMBLY ID/FILE #/UTILITY DEVICE # ACCOUNT# Meter # NAME OF PREMISEMUItani Custom Homes LLC Commercial L_i Residential Ei SERVICE ADDRESS 14407 45th Lane S, CONTACT PERSON LOCATION OF ASSEMBLY In garage. Code: 4751 DOWNSTREAM PROCESS Fire Tukwila ZIP 98168 PHONE 206-501-6467 DCVA iXj RPBA [I PVBA NEW INSTALL (I EXISTING [-Xl REPLACEMENT Li REMOVED Li OLD SER.# APPROVED ASSEMBLY? YES X] NO L MAKE OF ASSEMBLY Ames MODEL 2000B SERIAL NO. 98168 OTHER PROPER INSTALLATION? YES [X NO SIZE 111 INITIAL TEST PASSED CXl FAILED j DCVA / RPBA DCVA / RPBA RPBA PVBA / SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT PSID AIR INLET OPENED AT PSID CLOSED TIGHT EX! LEAKED l 2.5 PSID CLOSED TIGHT X LEAKED 2,5 PSID #1 CHECK PSID DID NOT OPEN AIR GAP OK? NEW PARTS AND REPAIRS CLEAN REPLACE PART _! 1:1 CLEAN REPLACE PART n. LI... CLEAN REPLACE PART L . Li ._._ -- CHECK VALVE HELD AT, V ._.PSI_D LJ i I 1 1 [' LEAKED [ L LI [_' L L ri CLEANED REPAIRED Fll [..._] L..] i___. l__ Li I TEST AFTER REPAIRS PASSED f ; FAILED CLOSED TIGHT Li LEAKED LI PSID CLOSED TIGHT Ll LEAKED L PSID RV .EXERCISED [...... OPENED AT PSID AIR INLET PSID CHK VALVE PSID #1 CHECK PSID AIR GAP INSPECTION: SUPPLY PIPE DIAMETER DETECTOR METER READING LEFT SERVICE AS FOUND Isolation valve: Open Closed E SOV#i: Open P. Closed SEPARATION REMARKS: PASSE] FAIL 11 SOV#2: Open LJ Closed LINE PRESSURE 80 PSI CONFINED SPACE? TESTERS SIGNATURE: C/1/CERT. NO. B5225 DATE 11-13-18 TESTERS NAME PRINTED Chris Sutton TESTERS PHONE # 425-277-2888 REPAIRED BY: LIC NO. DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 10-12-18 GAUGE # 09180885 MODEL 845-5 SERVICE RESTORED YES NI NO L..; I certify that this report is accurate, and I have used WAC 246-290-490 approved test methods and test equipment. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 17'"u° 07-- S-7,42 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / -�-- in v rao t- ( of Type Inspection: fcsi----/ Address: i ,% i Suite #: / 14--Gf' 4512,Contact (jam/ Person: F --(/-‘d ftt----- Special Instructions: V / Phone No.: Pre -Fire: a/C)Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: -4---- } / Fire Alarm: a.1 gide, y c of/). e_ / `_ / f ) V / Monitor: Pre -Fire: i3v (fr ..d--- -1---- -&‘>V> Permits: Occupancy Type: / t o (eA1 ei,i -(11"v( - OV-- _--;-12--i . \\ /'. dVin. ���'p Needs Shift,Inspection: Sprinklers: -4---- Date: «J/ C1 h ..f. Fire Alarm: Hood & Duct: 7 7)/ Monitor: Pre -Fire: `r Permits: Occupancy Type: / Inspector: vi -4---- Date: «J/ C1 h Hrs.: I $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: Wird/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit br - OC7 C=�-s - ZYg PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: IU / Type of Inspection: (ova 77–e.A7/7-z.7 Address: Suite #: / VO ? S Contact Person: Special Instructions: 36 Phone No.: • 11 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,freZi?Z- , -ft..S /Nr//�eCl 2 7 aas q Sprinklers: Date: .- - kte/!(6 i iiS:/--- /Y 9- 36 -- . P $ Permits: ,-,/t1 v Needs Shift Inspection: Sprinklers: Date: .Z// Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: :-M- Inspector: (.."'i 7 Date: .Z// Hrs.: 9 $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 Prescriptive Energy Code Compliance for All, Climate Zones in Washington Project Information Contact Information L2-2802 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones : R-Valuea U-Factora Fenestration U-Factof n/a 0.30 Skylight U Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceilingk 49' 0.026 Wood Frame Wall9`"'." : 21 int 0.056 Mass Wall R -Value 21/21h 0.056 Floor 30g 0.029 Below Grade Wall`r' 10/15/21 int + TB 0.042 SlabdR-Value & Depth 10, 2 ft n/a *Table R402.:1.1 and Table 8402:1.3 Footnotes included on Page 2 CIN OF TUKWILA APR 06 2017 PERMIT CENTER Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ 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 greater than 500 square feet of heated floor area but less than 1500 square feet. D2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. . 1=13. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 1=14. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option . Description Credit(s 1 a ; : Effcient;Building Envelope la 0.5 ; ; 1 b .' Efficient Building Envelope 1 b 1.0 1c Efficient Building Envelope 1c 2.0 ; 1d ' Efficient Building Envelope 1d 0.5 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 1.0 3b . High Efficiency HVAC 3b; : 1.0 3c High Efficiency HVAC 3c 1,5.. 3d .' High. Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System. 1.0 ; 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5::. 5d ; Efficient Water Heating 5d 0.5 6 :; ; Renewable; Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions REVIEWED FOR CODE CO LIANCE ❑ APPRED ❑: H City of Tukwiia BUILDING..)IVISION 0 0.5 1 1.5 *1200 kwh 0.0 l JUN 2 8 2011 3.50 Title 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. ` "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. Reserved. g Reserved. b Reserved. The second R -value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 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. pie ,Window, Skylight and Door Schedule Project Information L2-2802 Exempt Swinging Door (24 sq. ft. max:) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) • Component Description Ref. U -factor Contact Information Ref. U -factor Width Height Qt. Feet Inch Feet Inch Width Height Qt. Feet Inch Feet Inch 1: 3 6 8 :1' 2 5 1 6 6 1 8 6 1 6 6 10 1 6 1 1 5 5 1 3 4 6 1I 5 5 1: 5 4 ,1! 5 6 1' 5 4 1 8 4 1 5 4 1 5 4 1 2 4 1 5 4 6 1 2 8 6 8 Area UA 0.0 ENTRY DOOR 0.0 0:20 36.0 BATH 48.0 0:28 41.0 DININGROOM 6.0 0.28 25.0 GREAT ROOM' 13.5 0.28. i NOOK 20.0 0.28: 30.0 NOOK 20.0 0.28 - 32.0 NOOK0:28 20.0 5.60 20.0 KITCHEN 8.0 0.28 22.5 STUDY 17.8 0.28' 0.0 BEDROOM 4 0.0 0:28 0.0 STAIRS 0.0 0:28 0.0 BEDROOM 2 0.0 0:28 0.0 MASTER BEDROOM 0.0 0.28 0.0 MASTER BATH 0.0 0.28 .0.0 BEDROOM 3 0.0 0.28 0.0 PLAYROOM 0.0 0.28 0.0 PLAYROOM 0.0 0.28 0.0 GARAGE/DWELLING DOORS 0.20. i I 1 t Width Height Qt. Feet Inch Feet Inch Width Height Qt. Feet Inch Feet Inch 1: 3 6 8 :1' 2 5 1 6 6 1 8 6 1 6 6 10 1 6 1 1 5 5 1 3 4 6 1I 5 5 1: 5 4 ,1! 5 6 1' 5 4 1 8 4 1 5 4 1 5 4 1 2 4 1 5 4 6 1 2 8 6 8 Area UA 0.0 0.00 0.0 . 0.00 Area, . UA 20.0 4.00 10.0 ' 2:80 36.0 10.08 48.0 13.44 41.0 11.48 6.0 1.68 25.0 7.00 13.5 3.78 25.0 7.00 20.0 5.60 30.0 8.40 20.0 5.60 32.0 8.96 20.0 5.60 20.0 5.60 8.0 2.24 22.5 6.30 17.8 3.56 0.0 0.00 0.0 . 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 . .0.00 0.0 .. 0.00 0.0 0.00 0.0 . .0.00 .0.0 0.00 0.0 .0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 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 Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) 0.0 0.00 0.0 ....0.00 0.0 0.00 0.0 .0.00 0.0 0.00 0.0 0.00 0.0 0.00 414.8 113.12 0.27 Area . UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.00 414.8 113:12 STRUCTURAL CALCULATIONS FOR THE MULTANI RESIDENTIAL PROJECT Plan L2-2802-2 March 8, 2017 Job No.: 11-076 Location: Lot 2, Lai Short Plat King County, Washington Copyright 2017, SEGA Engineers REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2011 City of Tukwila BUILDING DINEENIYED CITY OF TUKWILA APR 0 6 2017 PERMIT CENTER SEGA Engineers/ /Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 8864017 Black Diamond, WA 98010 on oo*/q STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing red -lines for a two story wood framed single family residence. The roof framing is manufactured trusses, the floor framing is 2x dimensional or wood I -joists, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action, arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE/SE SEGA Engineers SEGA Engineers; Project L2-2802 / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Job No. 11-076 By: GAT Checked Date: 07/18/16 Sht 1 Design Criteria International Building Code (IBC), 2015 LOADS Roof DL 15 psf LL 25 psf Floor DL 12 psf LL 40 psf Wind Risk Category II Design Wind Speed 110 mph KZt 1.00 Exposure B Seismic Design Category D SDS 1.00 Response Factor 6.5 Cs= 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf (V 1). SEGA Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-2802 Job No. 11-076 By: GAT Checked Date: • 10/21 /11 Sht 1 LOADS ROOF DL LL FLOOR Roofing (Comp) 3.5 psf 1/2" OSB 1.8 2x @24" 3.5 Insulation 1.1 54' GWB 2.8 Misc. 1.5 14.2 psf Snow, Pf 25 psf Reduction, Cs 0.00 6/12 pitch = 27 deg (115% Load Duration) (Ct = 1.1, other surfaces) Total Roof Load 39.2 psf DL Flooring 0.5 psf 3/4' Plywood 2.3 2x12@16"oc 3.3 5/8" GWB 2.8 Misc. 1.5 10.4 psf LL Residential 40 psf Total Floor Load 50.4 psf DECKS DL 2 x Decking 4.3 psf 2x10@16"oc 2.8 Misc 1.5 8.6 LL WALLS Residential 40 psf Total Deck Load 48.6 psf DL Siding , 3.5 1/2" Plywood 1.5 psf 2x6@16"oc 1.7 Insul 0.6 1/2" GWB 2.2 Copyright 2011, SEGA Engineers 9.5 psf SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. LZM - Z,50ZZ 11- 07, FIGURED BY 67A -r- (360) 886-1017 • Fax (360) 886-1016 CHECKED BY t�laZ (t -s-7-6Jz, �z . w = C 4 - P)) 1119SP DATE %p SHEET Z OF rt.= (4-, a- 6") ( s, Y) - (,)-.41(1i Z'`/r')( ) ' (4011- //vs-- 3-1-11L s2z FILA- Lm Git,- gr -7 (Opt s) l = L �b * 210 1-) too i c,L T t (3,721I0-s)-�c��s')�o j`1 �6L, p,z -7,11( c9L p- 3� e eo'v gfil 1;2 cy1 /_= /Og- (Nl = Sz (..)(so?S)?)1-1Qcam?c'`-1 ('(4SP-1" )j 44SI'" �- (1)(4511 i) (5L)= S 5-o# 0,14013( LL,(4,)()0')2-,`p3 �I/ t 4t) Copyright 2011, SEGA Engineers s Co If irr / I VL 3'1z>,/ ')I L✓L-�- 5-/ A-, co, C:1 Per. t SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers Lz M - 7.BOZ JOB NO. 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY 11 -07L - FIGURED BY SAT DAT E� `�I / SHEET3 OF Z'/l I IQ �T �' 1��Z- FGac4 r� %3/1%k e_ Kacri �j�o oK I5/2!,K 5. CIL tii L (1,9P) 7,c1 : Z, �,s,r-- y X K- ".;- = o, 4S( 1c).1v ILo`)-1. � L33xJo���tiz __ 41/ LSI o �L(ao14-- 2 m L G—►c�>i= w,= C �L )(0?j,c) ( )( ,P) - _ 0 .-t;)( qv) &,` g�,�, �"Z = L 'r1)(50�tA00�" t.- (z)4(1,) ( r-' i°') (�,�x)�- C ') gc04- °Pr)(� -31 y iF 5 lz Ips S 6 -La /// U,3r` 1 r = 6e'- t =0 45( 1111)') (1CO L t V. /3( 1')(j1')Z= 210 755,1:n kA 1- ,K" rt- -%Sw Rt -%-t 1-C- -2 01'77 0 lam_ c„ (-4)(4°MJF) f 10047 = -',oe V"— COIL ea0C-i 7 o, C/3 (16.`9) (J7. )2 SZk/"y, L Copyright 2011, SEGA Engineers SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 . CHECKED BY DATE /V -hi SHEET 4, OF JOB NO. LzM- ZBoL )' -0-1 LP FIGURED BY Cl -t'% F -M piv - "ippt1JZ Roox , »JL1.I (,)(.ssypt) t i >',lt } (q:1,-3) (4 sr'`) = lj Sjd -r ( "t-45r.►O Cq)" 3, S4# 1)(,s-oP )1-rk0o764tt (20(4o7./ r)` Z3,S1.`"? M = ck, 1) (Cep)— ok 5Y )• (1Le SW -11V4 Lye_ o, 4 w) 00'4- 0:72,(3,(r''i(11'}7-= 4)4_ G'o'o 7 -Pe F 44 it _ d7- (4-14)*")('i')tt 1_ c•ouz L! - Copyright 2011, SEGA Engineers 4. 3� Tom, SrL oft- , 1I, SEGA Engineers Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-2802 Job No. 11-076 By: GAT Checked Date: 07/29/13 Sht. LATERAL LOADS - (Alternate ASD) SEISMIC Maximum Base Shear, V = F SOS W R where, F = 1.1 Two -Story Building Sips = 1.00 Ss = 1.5 Fa = 1.00 R = 6.5 Table 12.14-1 W = Seismic Weight For W: Wroof = Wfloor = Eq. 12.14-11 (Table 11.4-1, Ss > 1.25) (30ft) (55ft) (16psf)+ (2) (30ft+ 55ft) (4.Oft) (9.5psf) = 33 kips (30ft) (58ft) (14psf)+ (2) (30ft+ 58ft) (8.5ft) (9.5psf) = 39 kips Design Base Shear , V = ( .169) (71 kip) = 12.1 kip E = 12.1 kip = 8.6 kip 1.4 W total = 71 kips WIND Design Wind Pressure, ps = X Kn Ps3o Eq. 28.6-1, Sect. 28.6.3 where, X= 1.00 = 1.00 = 1.00 = 1.00 = 1.05 0-15ft 20 ft 25 ft 30 ft 35 ft Exposure B Figure 28.6-1 Kn = 1.00 Section 26.8 Pao = 17.7 psf 110 mph Figure 28.6-1 (ASD) P0_15= (1.00) (1.00) (17.7 psf) = 17.70 psf (x0.6= 10.62 psf) P20 = ( 1.00) ( 1.00) (17.7 psf) = 17:70 psf (x 0.6 = 10.62 psf) P25 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) P30 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) P35 = ( 1.05) ( 1.00) (17.7 psf) = 18.59 psf (x 0.6 = 11.15 psf) Design Base Shear: (Wind) Vfb= (30ft) (10ft) (17.7psf) + (30ft) (5ft) (17.7psf) + (30ft) (5ft) (17.7psf) + (30ft) (5ft) (17.7psf) + (30 ft) (1 ft) (18.6 psf) =13.8 x 0.6 =8.3kips Therefore, Vss= (60ft) (10ft) (17.7psf) + (58ft) (5ft) (17.7psf) + (54 ft) (5ft) (17.7 psf) + (20 ft) (5ft) (17.7 psf) =22.3 x 0.6 = 13.4 kips Seismic Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side Copyright 2013, SEGA Engineers SEGA Engineers Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-2802 Job No. 11-076 By: GAT Checked Date: 10/21/11 Sht. LATERAL LOADS - (cont'd) Distribute Seismic Loads Over Height Maximum Base Shear, V = 8.6 k F, = w, V (Eq. 12.14-12) W Froof= (32.9) (8.6k) = 4.0 kip ( 71.4 ) Ffloor_ (38.6) (8.6k) = 4.7 kip ( 71.4 ) FX = 8.6 kip u Copyright 2011, SEGA Engineers SEGA Engineers PROJECT L Z — L / Structural & Civil Consulting Engineers JOB NO. 11 — u 7 L FIGURED BY G Arr 22939 SE 292nd Place • Black Diamond, Washington 98010 �y (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE/ guys, SHEET 70F rf q Q11 -r )' Zto•j' fZ�'s = 51P -r nit It, 3So/4 fir_fo �.� 5—:1 z �= 3'r7S'rF�'' 'J - nit �135 /g•S' Copyright 2011, SEGA Engineers 5 4 )1,<-1,00 ' r'r s' :3SPti \ ,\ rL K 5 n ig =fir 7 Z Co'C .33,1" 1,s7 SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. LaM- Zgo7_ j FIGURED BY (3,47- (360) ,47- (360) 886-1017 • Fax (360) 886-1016 CHECKED BY Shy z \b/14 -6L shark Cco nip � ) z 1)-14 u _ "3 5)(7041" )14444-S1)k /0, 4-41A) '4 P. 4,S' f i" _ iS .ef DATE /72-441 SHEET Q OF V 3�da ( )(1o)Uo,4i )� pzz) r s 1 zz 7i 4-z -r-t 4q- (EL J.'A') Jg ` (Zi (5' )i/o' Y' i14- 151,[(S')U )1 1' (.51)(#14P))1 3,777,401. r 317%Loi yte s) 5D4 1t G /1i 23' U' g 8' G' 4, 1:6 &Loam -51,1012_ \./4 tt. 4 (- (rc'Lri v, ' T') R (1=-}(hof-p"YIst)(i0,y)2- 3,0it7# r5/0 h /7,r, 4(141 - Copyright 2011, SEGA Engineers X SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers j- z " O 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. FIGURED BY /4..7- (360) 886-1017 • Fax (360) 886-1016 CHECKED BY ,fitS/(,rJ 6.„0-0,7) oiL: -v� - 3, 27L - ( L t )�) o') /o, b'F 4, 3%f 1 (/39/, 471,1)(-) t9 DATE It/ SHEET/ OF S1-►6hz- Wi4t/1- .'Co Fcc " (id) (i9, 1,s'-//'s'=3� 1)0 do 'A Copyright 2011, SEGA Engineers tit zc�Sz s714)0 lir SLlGA Engineers / /Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • FAX 886-1016 PROJECT L2M-2S02 JOB NO. 11-016 FIGURED BY GAT CHECKED BY DATE 10/24/II SHEET 10 OF 10 SHEAR WALL SCHEDULE Remarks (4) co /-(13 o o o n c L- \ q $ § k % „ I I II E c uzi o 0 O E D U) k § _\ Anchor Bolts (3) 1/2' OSB or 8d @ 6" o.c. 5/8" @ 60" o.c. CDX 1/2' OSB or 8d @ 4" O.C. 5/8' @ 32" o.c. CDX 1/2' OSB or 8d @ 3" o.c. 5/8' @ 16" o.c. CDX See Detail 12/S2.0 for Construction Sheathing Nailing (1) Minimum Sheathing (1) / <A OA A A k k c % 1E a) to as.-.,- $ as _c \ 6 ¥ / .0 = 5 % ƒ § ƒ tea\ — \ 2 m w _c.SD C C co % 2/ a\ o 2 a0 E % _0- k co k / % _ £ & f°° S 2k C k// k .0 k / \ / $ c o _c U\5 \f k±$ Cr \4 » ° C b 2 ° / ham / c . E . ( ° _ /a), a,/ _a & co / ---:- o f 2 / 76 / f AD/ % k a @ E S R c as = a) / / / $ f 2 k cn\2 a)E %f 0 =as C/ c/ ka k 2 o k 6 _ CD ® 4- a) _ k 2x. G� �/ rC) _ Isco 2/ ¥ aco s ca '- 0 2 S / 2 ) a)_\ = 2 a) o C = m 2 2 .E / 2 wg� )g§$ /¥ — \ o k U) o ° 0 I a = k Ca (N t IT 14525 148th Avenue NE (Ste 132) Woodinville, WA 98072 (206) 669.5218 off (425) 489.4168 fax t@civilsiteplon.com .L.SCHRIEVER, PE LAND DEVELOPMENT ENGINEERING Lots 2, 3 & 5 Lai Short Plat Geotechnical Evaluation Report REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION CORRECTION LTR# PREPARED FOR: MULTANI CUSTOM HOMES, LLC May 22, 2017 Authored by: Tim Schriever, PE #22594 broo79 RECEIVED CITY OF TUKWILA JUN 06 2011 PERMIT CENTER T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 1@civilsiteplon.com (206)669-5218 off V,*e. • rf" 1.4 c ; :L S Lots 2,3 & 4 !,at Short.Plat Gedlechhicaltvaluation Report 5/22/20fT-. ; t.. r. , Page ii T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 tOcivilsiteplan.com (206)669-5218 off Lots 2, 3 & 5, Lai Short Plat GEOTECHNICAL EVALUATION REPORT Site Address:144XX 45th Lane S (4443 S 144th St) Tukwila, WA Permit Applicant: Multani Custom Homes, LLC Att: Paul Multani 9524 S. 237th Street Kent, WA 98031 206-501-6467 paulmultani@hotmail. corn Property Owner: Multani Custom Homes, LLC Att: Paul Multani 9524 S. 237th Street Kent, WA 98031 206-501-6467 paulmultani@hotmail.com Prepared by: Timothy L. Schriever, PE PO Box 33 Woodinville, WA 98072 206-669-5218 t@civil sitepl an. corn Date: May 22, 2017 NW .T Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page iii T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 tttt7civilsitepiun.coni (206)669-5218 off Contents I. PROJECT OVERVIEW 1 A. STUDY SCOPE: 1 B. PROJECT DESCRIPTION- 1 C. INVESTIGATION SUMMARY- 1 II. SITE CONDITIONS 2 A. SITE CHARACTERISTICS 2 B. PROJECT LOCATION- 2 C. SITE RECONNAISSANCE 3 D. SUBSURFACE CONDITIONS 3 III. CONCLUSIONS AND RECOMMENDATIONS 4 A SITE GRADING AND EARTHWORK SLOPES 4 A. Shoring for Excavations 5 B. Compaction 5 D. Structure Footing 6 E. PERMANENT STRUCTURE RETAINING WALLS 6 F. RETAINING WALL BACKFILL 7 G. FOUNDATION AND RETAINING WALL FOOTING DRAINAGE 8 IV. PROFESSIONAL ENGINEERS CERTIFICATION 9 V. APPENDIX 10 A. SOIL CLASSIFICATION CHART (ASTM D2487) 10 B. LAI SHORT PLAT ROADWAY/DRAINAGE PLAN 10 Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page iv T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 tC!civilsiteplan.coni (206)669-5218 off I. PROJECT OVERVIEW A. STUDY SCOPE: This study includes research, field investigations and engineering analysis to provide design criteria recommendations for site grading, construction of the building foundations, retaining walls, rockeries, and the design of roof and footing drains for three proposed single family residences. The study site includes three single-family building lots that vary in size from 6,506 sq. ft. to 10,043 sq. ft. located in the jurisdiction of the City of Tukwila, Washington. B. PROJECT DESCRIPTION: This project is a residential development including new construction of three single family homes with associated driveways and underground utilities. Anticipated site grading generally includes cuts and fills for foundations and driveways and trenching for utilities. Excavation slopes are anticipated to be between two and five feet in height. C. INVESTIGATION SUMMARY: Inspections and soil testing on the project site was performed May 17, 2017. The site was inspected for indications of potential slope stability, landslide hazards and springs or seeps. Soil log test holes were dug with a mini -excavator. Infiltration rate testing was not performed for this project. The subsurface soils are classified as Alderwood Sand and Gravel per the SCS Classification System with topsoil depths of approximately two feet above the restrictive layer of medium dense glacial till. Infiltration of storm water runoff from impervious areas on the site is limited due to the density of subsurface soils. No steep slopes or evidence of other significant geological hazards were found on the subject parcel. Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page 1 T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 1178 civilsitealan.mm (206)669-5218 off II. SITE CONDITIONS A. SITE CHARACTERISTICS The subject building lots are currently vacant land vegetated with grass. A private access road, fire truck turn -around, storm drains and sanitary sewer line appear to have been constructed in accordance with the City approved Lai Short Plat Construction plans. The turn -around and east half of the private road are constructed with permeable pavement. B. PROJECT LOCATION: The Project is in the NE1/4, Section 22, T23N, R4E, W.M., Site Address: 144XX 45th Lane S (4443 S 144th St) s 146;h St 5. S348111. Si4/4-eiti SI Ei err ST 'u. u}A S 1SOthSC S 1SOT5t or.. S 152.nd St b 9 `S 152nd St r?' sitAulp cvi Std m. Thotodyke z Q Etementafy Sc hoof rn S 149th S19344 a Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page 2 • T.L. SCHRIEVER, PE, PLS, Land Development Engineering . PO Box 33, Woodinville, WA 98072 t ca dvilsiteelan.com (206)669-5218 off C. SITE RECONNAISSANCE The ground surface slopes in a northeasterly direction on an average grade of 4%. The maximum slope on the site is 5%. The site was inspected and no evidence of existing ground surface settlement or movement was observed. No springs, seeps or ponding surface water was observed on the site. D. SUBSURFACE CONDITIONS Three soil test pits were dug with a mini -excavator to depths of 5.5 feet. One test pit was dug near the center of each building lot. The subsurface soils throughout the site appear to be uniform with a typically soil profile consisting of 18"-24" depth of silty sand over medium dense water worked glacial till. The seasonal water table is estimated at greater than 5' depth below the ground surface. The soil stratifications observed in the test pits are as follows: Lot 2 -TP: 0-16" SM -ML, loose brown loamy fine sand 16"-60"+ SM -ML, medium dense lodgment till Water table not encountered Lot 3 -TP: 0-20" SM -ML, loose brown loamy fine sand 20"-60"+ SM -ML, medium dense lodgment till Water table not encountered Lot 5 -TP: 0-24" SM -ML, loose brown loamy fine sand 24"-70"+ SM -ML, medium dense lodgment till Water table not encountered Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 ' Page 3 T.L. SCHRIEVER, PE, PLS, • Land Development Engineering PO Box 33, Woodinville, WA 98072 tiG'itivilsiteplan.com (206)669.5218 off III. CONCLUSIONS AND RECOMMENDATIONS The following discussion presents the conclusions and recommendation of the major geotechnical issues anticipated for this project. The rriajor site grading work on this project includes the following: Excavation for proposed residence structure foundations. Trenching for- side orside sewers and underground utilities. Cuts and fill slopes approximately 2-4 feet in height. Trench excavations of 3-5 feet in, height. A SITE GRADING AND EARTHWORK SLOPES J Excavation slopes must not exceed the limits specified in'local, state, and national government safety regulations. - • Temporary slopes cut to a depth of about 4 feet nay be attempted vertically in unsaturated soil, if there are no indications of slope instability. However, 'vertical cuts -'' should not be made along property boundaries, or existing utilities and structures. Subsurface soils on the site consist of cemented till soils (Type A per WAC 296- 155). Temporary cut slopes greater than four feet in height must be excavated at an inclination not more that 11/2:1 (H:V) extending from the ground surface to the bottom of the cut slope: except as described below. It is our professional opinion that the soils encountered oh the'site may be safely excavated to a temporary slope angle of 1:1 (H:V), except where the soil is saturated or there are existing structures or retaining walls closer than a 11/2:1 slope angle as measured from the toe of the excavated slope.' However, this is steeper than the recommendations presented in WAC 296. If this steeper inclination is used for temporary cut slopes, a competent person must make a daily inspection prior to the start of each workday to look for evidence of possible instability or hazardous conditions related to worker safety near the cut slopes.' N"competent person"' is defined by WAC 296 as someone that can identify existing or predictable hazards related to safety and exercise the authority to take corrective action to eliminate the hazard, if necessary. The above -recommended temporary slope inclinations are based on what has been successful at other sites with similar soil conditions. Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. Temporary cut slopes should be protected with plastic sheeting during wet weather. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that loose soil can cave suddenly and without warning. Excavation, foundation, and utility contractors should be made especially aware of this potential danger. Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 \c Page 4 T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 t@drilsiteplan.com (206)669.5218 off Groundwater exiting cut faces can result in rapid destabilization of the cut. If groundwater is encountered in any of the cuts, we recommend consulting with the geotechnical engineer prior to proceeding. Drains, rebuilding the cut with quarry rock, o_ r temporary shoring could be required to maintain the stability of temporary cuts that encounter groundwater. All permanent slopes cut into native soil shall be inclined no steeper than 2:1 (H:V). Finished fill slopes should also not be constructed with an inclination greater than 2:1 (H:V). To reduce the potential of shallow sloughing, fill must be compacted to the face of these'slopes. This can be accomplished by overbuilding the compacted fill and then trimming it back to its final inclination. Adequate compaction of the slope face is important for long-term stability and is necessary to prevent excessive settlement of patios, slabs, foundations, or other improvements that may be placed near the edge of the slope. Water must not be allowed to flow uncontrolled over the top of any temporary or permanent slope. Also, all permanently exposed slopes shall be scarified and mulched or provided surface treatment with medium bark (or equal), and seeded with' an appropriate specie of vegetation to reduce erosion and improve the stability of the surficial layer of soil. A. SHORING FOR EXCAVATIONS Temporary shoring of excavated slopes is required where there is insufficient area available to maintain the above specified cut slopes. If the cut slopes should exhibit excessive raveling or surficial failures in any condition, shoring is required. Where sufficient area exists between the proposed structures and property lines, shoring up to eight (8) feet in height may consist of ecology blocks set into a twelve -inch minimum depth keyway in the soil and with a batter of 8:1 minimum. Where the proximity of the site excavation is at or near the property lines and ecology blocking is not feasible, permanent soldier pile shoring with wood lagging may be required. Soldier pile shoring is not anticipated to be necessary for this project and is beyond the scope of this report. Any use of soldier piles would require additional engineering evaluation and permitting by the government agency with jurisdiction. B. COMPACTION Structural fill shall be compacted in 12" maximum depth lifts of loose material compacted to 95% of the maximum dry density based on the Modified -Proctor analysis. The soils four feet or greater below finished grade of roads and driveways may be compacted to 90% of maximum density. Where under a paved driving areas or slabs on grade, compaction testing is recommended, but not required for private facilities, for verification prior to final surfacing. Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page 5 T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 1@civilsiteplon.com (206)669-5218 off D. STRUCTURE FOOTING The new structures on the site may be, supported on conventional continuous and spread footings bearing on the dense native soils. Exterior footings should be bottomed at a minimum depth not less than eighteen inches below the lowest adjacent, outside finish grade and set directly on the medium dense till. Interior footings may be at a depthof six inches below the top of the floor slab and bottomed directly on the medium dense till. Footings founded on dense till soils approximately 24" below the ground surface may be designed for an allowable bearing capacity of three thousand (3000) pounds per square foot. Footings founded on the less dense sandy surficial soils must be designed for an allowable bearing capacity of fifteen hundred pounds per square foot. If any soft silt, clay or fill soil material are discovered in the foundation excavation, it must be removed and replace with 1'/2' minus crushed rock compacted to 95% maximum density or the footing must be founded on the deeper dense native soils. The replacement crushed rock mentioned above shall have a width equal to not less - than one foot greater than the width of the footing for each foot of replacement depth. Based on the above design criteria, it anticipated that the total settlements of the residence footings founded on competent native soils will be less than 1 inch, with differential settlements of one-half inch or less. Retaining wall footings should set directly on the native hardpan where possible and slab on -grade floors may be supported on twelve inch minimum depth of structural fill above the native soil subgrade. E. PERMANENT STRUCTURE RETAINING WALLS Both foundation and free standing retaining walls backfilled on only one side must be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill where the active and passive earth pressures are computed using the equivalent fluid pressures: Active Earth Pressure: 40 pcf (dry) Passive Earth Pressure: 300 pcf (dry) Coefficient of Friction 0.40 Soil unit Weight: 130 pcf Soil Bearing Capacity: 3000 psf founded on dense glacial till. For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page 6 T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 ecivilsiteplan.com 1206)669.5218 off The values given above are to be used to design permanent retaining walls only. The passive pressure given is appropriate for the depth of level structural fill placed in front of the retaining wall only. The values for friction and passive resistance are ultimate values and do not include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. Where these conditions exist, those pressures should be added to the above lateral soil pressures. Heavy construction equipment should not be operated behind retaining or foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be well -compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand - operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. F. RETAINING WALL BACKFILL Backfill placed behind the retaining walls must be not less than 12 inches thick and consist of coarse free draining structural backfill containing no organic material and graded as follows: 100% less than 4", 25-70% passing No. 4 sieve, less than 5% passing No. 200 sieve. The on-site native sandy soils may be used as wall backfill directly behind the foundation walls if a minimum 12 inch width of free draining soil (such as imported builder's sand or pit -run sand and gravel) and a drainage composite similar to Miradrain 6000 should be placed against the backfilled retaining walls. The drainage composites should be hydraulically connected to the foundation drain system. Free -draining backfill or gravel should be used for the entire width of the backfill where seepage is encountered. For increased protection, drainage composites may be placed along cut slope faces, and the walls should be backfilled entirely with free -draining soil. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build-up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page 7 T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 1@civilsitepIun.com (206)669-5218 off G. FOUNDATION AND RETAINING WALL FOOTING DRAINAGE We recommend that foundation drains be placed at the base of all foundation/earth- retaining walls. These drains should be constructed with a 4 -inch diameter perforated pipe set on a 2 -inch minimum thick bed of washed rock and covered with a at least 6 inches of washed rock. The washed rock must extend at least 12 inches beyond the , outside edge of the footing and at least 6 -inch minimum above the top of the footing. The rock must be Y2" to 1-'/2" washed drain rock covered with a non -woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, the perforated pipe invert should be at least 6 inches below the bottom of any slab or crawlspace floor, and it should be sloped 0.5% for drainage. The building roof drains must be not be connected to the footing drains, except that both the footing drains and the roof drain may be attached to the same pipe in accordance with the following "Footing Drain & Roof Drain Connection Detail". RESIDENCE FINISHED RESIDENCE FLOOR FINISHED CRAWLSPACE FLOOR AB.V CROWN OF PERF. IPE rut 12" MIN. THICKNESS FREE DRAINING GRANULAR BACKFILL EXTENDED TO 18" BELOW FINAL GRADE 'Y, 4:i ,; fit s 1 SLOPE FINAL GRADE AT 1/2" PER FT. MIN. 6' MIN. AWAY FROM BUILDING -w445 4" SOLID DOWNSPOUT DRAIN PIPE SLOPING 2.0% MIN. 4" PERF. FOOTING DRAIN TO POSITIVE OUTFLOW, S=0.5% 4" SOLID DRAIN PIPE SLOPING 2.0% MIN. 6",PVC 5.2.09, MIN ROOF AND FOOTING DRAIN PIPES MAY BE CONNECTED AT 5' MINIMUM SETBACK TO BUILDING FOOTING .AND AT. LEAST 6 INCHES LOWER THAN FOOTING DRAINS AND CRAWLSPACE, FLOOR EXTEND .DRAIN PIPE TO DISCHARGE INTO STORM DRAINAGE SYSTEM IN PRIVATE ROAD (MATCH PIPE CROWNS TYP) m FOOTING DRAIN NOTES: 1. FOOTING DRAIN GRAVEL SHALL BE POORLY GRADED 1/2" TO 1-1/2" WASHED ROCK. AND SHALL EXTEND AT LEAST 12" MINIMUM BEYOND THE OUTSIDE EDGE OF THE FOOTING AND 6 INCH MINIMUM ABOVE THE TOP OF THE FOOTING. 2: THE PERFORATED PIPE SHALL BE 4" DIAMETER SLOTTED CORRUGATED POLYETHYLENE, PLACED ON A 2 INCH MINIMUM THICKNESS BED OF WASHED ROCK, AND. SHALL BE COVERED WITH NOT LESS THAN 6 INCHES OF WASHED ROCK. 3. THE FOOTING DRAIN GRAVEL SHALL BE COVERED WITH GEOTEXTILE FILTER FABRIC (MIRAFI 140N OR EQUAL). FOOTING DRAIN & ROOF DRAIN CONNECTION DETAIL NOT TO SCALE Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page 8 T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 kiDcivilsiteplan.com (206)669-5218 off IV. PROFESSIONAL ENGINEERS CERTIFICATION This report was prepared for the Multani Custom Homes, LLC for use in the planning and design of this specific site and project. Our recommendations and conclusions are based on observed site materials and conditions. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services, budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except where specifically described in this report. This report should be considered a limited evaluation of existing conditions, and our report conclusions and interpretations should not be construed as a warranty of subgrade conditions. Within the limitations of scope, schedule and budget for our services, we have striven to take care that our work has been done in accordance with generally accepted practices followed in this area at the time this report was prepared. No other conditions, expressed or implied, should be understood. May 22, 2017 Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page 9 T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 t@civilsiteplun.com (206)669-5218 off V. APPENDIX A. SOIL CLASSIFICATION CHART (ASTM D2487) B. LAI SHORT PLAT ROADWAY/DRAINAGE PLAN Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page 10 • T.L. SCHRIEVER, PE, PLS, Land Development Engineering ' PO Box 33, Woodinville, WA 98072 t(civilsiteplan.com (206)669-5218 off APPENDIX A SOIL CLASSIFICATION CHART (ASTM D2487) Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests' COARSE-GRAINED SOILS (Sands and Gravels) - more than 50% retained on No. 200 (0.075 mm) sieve FINE-GRAINED (Silts and Clays) - 50% or more passes the No. 200 (0.075 mm) sieve , Soil Classification Group Symbol Group Name') GRAVELS More than 50% of coarse Fraction retained on No. 4 Sieve CLEAN GRAVELS < 5% fines Cu> 4 and 1 < Cc < 3e GW. Well -graded gravel f Cu < 4 and/or 1 > Cc > 30 GP Poorly -graded gravelf GRAVELS WITH FINES > 12% of fines Fines classify as ML or MH GM Sil 1 Silty gravel 'g° Fines classify as CL or CH GC Clayey glavelrg,h SANDS 50% or more of coarse fraction passes No. 4 Sieve CLEAN SANDS < 5% finesdCu Cu> 6 and 1 < Cc <_ 30SW Well -graded Sandi < 6 and/or 1 > Cc > 3 e SF Poorly -graded sandi SANDS WITH FINES > 12% finesd Fines classify as ML or MH SM Silty sands'n'i Fines classify as CL or CH SC Clayey sands'' SILTS AND CLAYS Liquid limit Inorganic PI > 7 and plots on or above "A" line: CL k,l,m Lean clay PI < 4 or plots below "A" line. ML Si1tt,i,m Organic Liquid limit -oven dried <0.75 Organic claylc'I,m,n Liquid limit dried less than 50 -not OL Organic siltic'14n'o SILTS AND CLAYS Liquid limit 50 or more Inorganic PI plots on or above "A" line CH Fat clayk'1'm PI plots below "A" line MH Elastic siltic1'm Organic Liquid limit -oven dried <0.75 OH Organic clayklm,P Liquid limit -not dried Organic clay(,l'm'P Highly fibrous organic soils Primary organic matter, dark in color, and organic odor Pt Peat Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page 11 T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 t@civilsiteplan.coni (206)669-5218 off SOIL CLASSIFICATION CHART NOTES: a. Based on the material passing the 3 in (75 mm) sieve. b. If field sample contained cobbles and/or boulders, add "with cobbles and/or boulders" to group name. c. Gravels with 5 to 12% fines require dual symbols: GW -GM, well -graded gravel with silt GW -GC, well -graded gravel with clay GP -GM, poorly graded gravel with silt GP -GC, poorly graded gravel with clay d. Sands with 5 to 12% fines require dual symbols: SW -SM, well -graded sand with silt SW -SC, well -graded sand with clay SP -SM, poorly graded sand with silt SP -SC, poorly graded sand with clay e. Cu = D60‘ D10 Cc = (D3o)2/(Dio)(D6o) [Cu: Uniformity Coefficient; Cc: Coefficient of Curvature] f. If soil contains > 15% sand, add "with sand" to group name. g. If fines classify as CL -ML, use dual symbol GC -GM, SC -SM. h. If fines are organic, add "with organic fines" to group name. i. If soil contains >_ 15% gravel, add "with gravel" to group name. j. If the liquid limit and plasticity index plot in hatched area on plasticity chart, soil is a CL -ML, silty clay. k. If soil contains 15 to 29% plus No. 200 (0.075 mm), add "with sand" or "with gravel," whichever is predominant. I. If soil contains >_ 30% plus No. 200 (0.075mm), predominantly sand, add "sandy" to group name. m. If soil contains >_ 30% plus No. 200 (0.075 mm), predominantly gravel, add "gravelly" to group name. n. PI >_ 4 and plots on or above "A" line. o. PI < 4 or plots below "A" line. p. PI plots on or above "A" line. q. PI plots below "A" line. Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page 12 881.86 YM 133b1.S N.1.,4trt 'S Etrit 1� ld 1a0NS IY1 MAW VW IIMRt:QW1 NYHd'" mu YM YLti ?NM WI 44149114/44 ORS Q.o.: L*Wwwm.>r..wr+oan NMMd W1 �etawq zp HTT a s o Egg .4 A a d N 12 2Y .4 .4 n —�i < .J A >�M 1w41 W'N'-11C{CCIM.1M01COYiUti1 ./6 M . 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WW1 g I11 flXIIN111 ii!1e1 `s!S 011 W a I .aman .w i�.h wuasrae.sul•�Aaeia�w,e vas m :. uq' la .44 • ROOF OVERF6ANG LESS THAN 10' * GRAVEL SWALE TOPSOIL TOPSOIL r l _ y% tot %rVee. - 1 tt•��I��I•�i��� 1' DRAIN ROCK .SLOPE GRAVEL SWALE A MINIMUM OF I% TO DRAIN 10' OR GREATER TO VEGETATED PORTION OF THE LOT. RETAN ON 817E POSITIVE DRAINAGE NTS WIRE UE814 SUPPORT FENCE (TO LLLOCATED ON THE IDE OF THE LTER FA 8E) FILTER FFAABRIC MATERIQUASHED GRAVEL BACKFILL 3 N TRENCH AND FENCE FABRIC Cf FILTER LINE FILTER MATERIAL IN 8542' TRENCH AND LEAVE MN. 2' E) FOSED N Ll O z I.. N X z_ i 0 N z 1-1 F w W SILT FENCE DETAIL NTS SITE DRAINAGE: ROOF -TIGHT LINE TO STORM STUB DRIVEWAY -ROUTE TO ROAD FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE WIRE MESH SUPPORT FENCE FOR FILTER FABRIC GROUND SURFACE 25O' WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT SILT FENCE DETAIL NTS 0! R.25' MN. 6' MN. FOR RESIDENTIAL 66IGLE FAMILY LOTS 4' TO 6' QUARRY SPALLS FOR RESIDENTIAL SINGLE FAMILY LOTS (2' TO 6' QUARRY SPALLS MAY BE ACCEPTED AT INSPECTORS DISCRETION) CONSTRUCTION ENTRANCE NTS • 3L NOTES: NO FENCE OTHER THAN WOOD FENCE OR SIMILAR SHALL BE ALLOWED AT EACH SIDE PROPERTY, TO ALLOW A MIN, 10' X 4' DISTANCE BETWEEN STRUCTURES FOR FIRE RESCUE ACCESS. 25'-1' S. 144TH STREET • 58-i ' 13'E '51'49'W 10 ' .91 S&L S&L /4- GONG.'. • DRIVE:: 0 FIRE ACCE ESMT �5 -0 24'-2' ST NSP "51'49'W j 8.91' 51'-0' . a i Is ESMI 41'-9' 9 , b ooct LEGEND: - SILT FENCING AS REQUIRED = CONSTRUCTION ENTRANCE = STOCKPILED SOIL These plans have been reviewed by the Public Works Department for conformance 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 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. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 282(117 City of Tukwila BUILDING DIVISION SCALE 1:20 LAI CORREin RECEIVED CITY OF TUKWILA JUN 06 2017 PERMIT CENTER SNORT FLAT LOT 2 COVERAGE CALC. LOT AREA. 10043 SF PROPOSED STRUCTUR E(FOOTPRINT)• 1,161 SF DRIVEADAI.KWAY■ 413 SF LOT COVERAGE IMPERIOUS• 21.1% CONTACT INFO. PAUL MULTANI 206 —501-6461 PLAN L2-2802 ;2R REVISED 6-5-I1 8/1/2018 PAUL MULTANI 5.237TH PL KENT, "WA.,98031 0 City of Tukwila Department of Community Development RE: Permit No. D17-0079 MULTANI - LOT 2 14407 45TH LANE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/22/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. } In the event you do not call for an inspection and/or receive'an extension prior to 9/22/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, R•che - Riley Permit Technician File No: Dl7-0079 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 June 5, 2017 1-1 LANDMARK DESIGN residential :• commercial ❖ interiors City of Tukwila Department of Community Development RE: D17-0079 — Multani — Lot 2 —14407 45th Lane S. To Whom It May Concern: • • I have reviewed the City of Renton's Correction Letter dated April 26, 2017 and my comments are below: Building Department: 1. Contractor to provide. 2. Revised detail on sheet 5. 3. Re -labeled elevations with N, E, S, W designations, see sheet 1. The lot has a 2' upslope and the contractor will grade a flat building pad. Topography has been added to the site plan. 4. Added safety glazing note on the window in the stairwell. See sheet 2. 5. The house is not proposed to be on the setback line. The distance between the house and property lines are greater than 10 feet on both sides of the house. Note regarding fire access has been added to the site plan. I appreciate your review. Please don't hesitate to contact me for further questions/clarification at 253-826-7808 or via email at angela@landmarkplans.com. Co, dially, A Angela: utts Landmark Design •. 1202 Main St. #104\<: S umner;,WA ❖ 98390 Ph: 253-826-7808 e• Fax: 253-826-4946 + www.landmarkplans.com CORREC ION LTRi�� CITY OF TUKWILA JUN Os 2017 PERMIT CENTER • April 26, 2017 - City of Tukwila Department of Community Development PAUL MULTANI 9524 S 237TH PL KENT, WA 98031 RE: Correction Letter # 1 COMBOSFR Permit Application Number D17-0079 MULTANI - LOT 2 - 14407 45TH LANE S Dear PAUL MULTANI, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall he the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Please provide a Geotechnical soils analysis report of this site by a registered geotechnical engineer. Evaluation shall include load-bearing values of site soils for footings and shall include methods for footing preparation due to the typical soft soils observed in this area or location. Report shall provide recommendations for a footing drainage system including separate recommendations for down spout drainage system. Engineering/architectural calculations for footing soils load bearing specifications shall be consistent with the geo-tech report. 2. Provide a footing drain detail, to show gravel shall extend at least 1 foot min. beyond the outside edge of the footing and 6 inches min. above the top of the footing and covered with an approved filter membrane material. Perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock at least one sieve size larger than perforation and covered with not less than 6 inches of the same materials. (R405.1 & IBC 1805.1.2) 3. Revise labeled elevations to be identified as North, East, South, and West. On the elevation pages, show grade slope details to be consistent with site plan topographical grades and any existing or proposed site slopes or finish grade. Elevations shall specify average grade plane dimensions. If applicable, show stepped foundations. 4. Please verify that the window glazing adjacent to the landing and stairway is not within 36" above the line of stairs. Otherwise safety glazing shall be required. (R308.4.6) 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • P06-431-3670 • Fax 206-431-3665 5. Egress windows locaL.--,u on the buildings minimum 5 -foot side setback s~1-;11 be required to provide adequate ground ladder access to all rescue (egress) windows above the first story. The "flat landscape" shall be a 12 -foot by 4 -foot wide area below the rescue window. Since the minimum set back is 5 -feet on each side of the property lines, minimum of 10 -feet by 4 -feet shallbe allowed between buildings if applicable. Provide a note on the plan (if applicable) that no fence other than a wood fence or similar shall be allowed at that location. Fire department shall have the ability to easily remove that portion of fence as necessary for rescue. As an alternative, the building may also be designed where bedrooms are located on the side of the building to provide for adequate ground ladder access. (TMC 16.16.070) Note: This permit plan review may not be complete as revised plans may require further corrections. PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. a Applicant will need to update parcel numbers to reflect those provided by King County following recording of short plat. Applicant will also need to deliver a copy of the final recorded short plat for the project, L15-0057, to the City for its records. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431=3655. Sincerely, . Bill Rambo Permit Technician File No. D17-0079 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 (;)ERMIT COORS COPY;eJ PLAN REVIEW/ROUTING SLIP RMIT NUMBER:.. D17-0079 PROJECT NAME: MULTANI - LOT 2 SITE ADDRESS: 14407 45 LN S Original Plan Submittal X Response to Correction Letter # 1 DATE: 06/06/17 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: tic. t9--4 OtTding Division is Public Works Fire Prevention Structural �nictD ItP? a 211 Planning Division ❑ Permit Coordinator if PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 06/08/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) ❑ Approved with Conditions DUE DATE: 07/06/17 ❑ Denied ❑ (ie: Zoning Issues) Notation: cLIAPI P P REVIEWER'S INITIALS: DATE: [Permit Center Use Only L - CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/180013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0079 DATE: 04/06/17 PROJECT NAME: MULTANI - LOT.2 SITE ADDRESS: 14407 45TH LANE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: k 00/742 14k Building Division i*M awe. LIV Public Works MC 1-c3-17 1 cA\ 10'7 Fire Prevention L , Planning Division 7, Structural Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/11/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/09/17 Approved ❑ Approved with Conditions ❑ Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: �+- -17 Departments issued corrections: Bldg Fire 0 Ping PW ❑ Staff Initials: 12/18/2013 Q City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us VISION.SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accep-`ed through the mail, fax, etc. Date: �17'1j 1 Plan Check/Permit Number: D 17-0079 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Multani — Lot 2 Project Address: 14407 45 Ln S Contact Person: 12, ,,/I ,__tvit/i t C/,„ „. Phone Number: Summary of Revision: 42_ MArk ((C, .(11 ‘,Z RECEIVED CITY OF TUKWILA JUN 002017 PERiiI1Y CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisipn Received at the City of Tukwila Permit Center by: [-'Entered in TRAKiT on &A0-- ( 7 \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: Residential Sewer Us ertification ' [7 ,007 Sewage Treatment Cap Ity Charge To be completed for all new sewer connections, reconnections, or change of use of existing connections. Please Print or pe _ 1 44 S lorr Pro S reet Address 1`1— 1- gig. City O�� //f f %� State ZIP ftAr'S Name f &»4 JL & • 5 ' g 7 q'..4 pi_ O `ner's Mailing Address Cit)f73-74 Stat ZIP 7, Owner's Phone Number (with Area Code) Property Contactne Number (with Area Code) Party to, be Billed (if different than Owner): Name Street Address City State- ZIP Residential Customer Please check appropriate box: Equivalent (RCE) ,r1 Single-family (free standing, detached only) 1.0 Multi -Family (any shared walls): ❑ Duplex (0.8 RCE per unit) ❑ 3=PIex (0.8 RCE per unit) ❑ 4-Plex (0.8 ACE per unit) 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No of Spaces x 1.0 = If Multi -family, will units be sold individually? ❑Yes n No If yes, wi I this property have a Homeowner's Association? ❑YesENo 1.6 2.4 3.2 King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate Sewer District Date of Sewer Connection Side Sewer Permit Number Required: Property Tax Parcel Number Subdivision Name Subdivision Number Lot Number Block Number Building Name Please report any demolitions of pre-existing structures on this property. Credit for a demolition may be given under some circumstances. (See King County Code 28.84.050, 0.5) Demolition of pre-existing structure? ❑ Yes No Was structure on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of structure demolished? Request to apply demolition credit to multiple structures? ❑Yes No Pursuant to King County Code 28.84.050, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council at a rate per month, per residential customer or residential customer equivalent, for a period of fifteen years. The purpose of the charge'is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-477-5516. I understand that the information giv- correct. I understand that the capacity charge levied will be based on this information. I understand tha :'tea iat y esult in a revised capacity charge. Signature of Owner/Representative �� Date Print Name of Owner/Representative-/%,(�(/��%I 1610_6969w_res_sewer_cap_chg_1057.indd White - King County Yellow - Local Sewer Agency Pink - Sewer Customer (Rev. 10/16) •®120.2 Cid of Tukwila TIFICATE OF WA'T'ER AVAILABILITY Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov PERMIT NO.: Part A: To be completed by applicant Site address (attach map and egal dgscri?tionAshowing,{rydrant toion and size of m ' ): Owner Information Agent/Contact Person Name: pkALL 1 ,Name: Address:q��) e-yim93 P(,t PL J Address: Phone: n/ co I . Phone: This certificate is for the purposes of: Ek Residential Building Permit Commercial/Industrial Building Permit ❑ Preliminary Plat 0 Rezone Estimated number of service connections and water meter size(s): 1' ❑ Short Subdivision 0 Other Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): WATER DISTRICT 125 Owner/5-3 Ag ignature • 7 -70,E.1 - Date Part B: To be completed by water utility district 1. The proposed project is within 2. No improvements required. (City/County) RE EIVED 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive peTUKWILA minimum flow requirements of the project before connection and to meet the State cross connection control requirement!. n! /A APR 0 6 2011 PERMIT CENTER (Use separate sheet if more 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 j)1100 gpm at 20 psi residual for a duration of 2 hours at a velocity of 1 fps as documented by the attached calculations. 5. Water availability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. System is not capable of providing service to this project. I hereby certify that the above information is true and correct. Agency/Phone 2.017. 242-0,597 By t%i•ojo14 Date EIr3C�--►�� C Attachment to Certificate of Water Availability King County Water District No. 125 The following terms and conditions apply to the attached Certificate of Avaiability ("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 third party 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 guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to 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, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature District Representative Date 1/) <?� f 2 Date J—�� yMoRD,Arom EtomktivivP Vr p(1,,121%.5"fri hfife VISINCT 3460 S 148th Suite 100 Seattle, WA 98168 Phone: (206) 242-3236 Fax: (206)242-1527 RECEIVED CITY OF TUKw114 cERTIFIcATEGF:seitERAvAlIABILiTrrNersuvAmATurry APR 06 2017 Commercial: $ 100.00 Residential: $ 50.00 PERMIT CENTER Certificate of Sewer Availability OR 0 Certificate of Sewer Non -Availability. Part A:.:tTgiBeir,ompletedeyAriplicaint.) Purpose of Certificate: Buildinper,mit Preliminary Kat or PUD 0•Short Division 0 Rezone Propos d Use: 0 Commercial . Aositl'entiN Family Residential.Mialti-Family Ei Other • , ..... • • . • , • 'TAAL •-• .. Applicants Name • e- • 1.'• 1•11.• -,1•1•• .•,, Phone Number Property Address I t.[Ljoi Lto jj,js 174100 T x Lot umber row-o..uw] Legal Description (Attach Map and legal Description if Necessary); '0,1/ op iu— . t i 4 .... , - . R • Part B: ( To be Completed by_4evirer Agency ), 1z. , . a. 'A:Sewer Service willrbe providled-by side' sewerconnettion only to an existing 1 6 size sewer :1 feet from the site and the sewer system has the capacity to serve the proposed use. . , OR 0 b. Sewer service will require an improvement to the sewer system of: 0 (1) LIIJ feet of sewer trunk or lateral to reach the site; and/or 0. (2) The construction of a collection system on the site and/or I _ D (3) Other (describe) 2. Must be completed if 1. b above is checked a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR 0 b. The sewer system improvement will require a sewer comprehensive amendment. 3. 0 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District. OR 0 a. Ahriexation or BRB approval -will be necessary to provide service. 4. Service is subject to the following; a. District Connection Charges due prior to connection: GFC: $ SFC: $ Unit: $ .c5 Permit $ (Subject to Change on January 1st) Total $ L/00" poss,./t rec.°, 0/10) 746 Either a in County/METRO Capacity Charge, WSSD or Midway Sewer District Connection Charge may be due upon connection to sewers. b. Easements: c. Other Required May be Required I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. By I '2 Title I C / Date 1_Vo 20-77 • 0 . ATTACHMENT TO VALLEY VIEW SEWER DISTRICT • CERTIFICATE OF SEWER AVAILABILITY/NON4VAILABILITY 1.3.3'4111P11;t4. ivo‘)Zhii falrowinglerms anticonditions applyto the attached Valley View Sewer District (District") Certificate of .Sewer AvailabilitytislonAvailability7("tertificate") • , 1.. This certificateisvalidonlyforthe real propertyreferencedherein filroperty") which is In theDistricts servitearea„ for the sole !purpose of submission to the King County Department of:Development . , and Environmental Services; Xing C.ounty Department of Public lieethkCity of Seattle; City Of Tukwila, City of turien ,aryd/or City Of 'karat This certificate is between the !Mkt. aritithe applicant only ,and rro third person or •party shall have any rights hereunder whether by oagenCy;third-party,;berreficiarrprinciples or otherwise. 1 -this Certifitatecteates notottrattuattetatiorishiptTetween the 010iteittarditheopplkanit and itssuccessois,andtassigns ancIdOes tot constitute and ;may -tot be tailed upon as the oiatites,guarantee that sewer service will ezvallebteatthe,timetheapplicant- may apply totheDistrict for such.servite: 3.. . As ofthedate theDistricts signature onthis Certificate, the District lepiesents that sewer serviceisavailabletothecroPertythroughsewersysternsthatexistorthatraeybeektentledtytheapplicante The District !makes to citherrqpresetwotterts, exPress intliuding- without timitation that the applicant win be obit tttilbtairt the 'necessary permits, approvals and,authorizations from,King .County, City of Seattle, CitrofTukwila4ityofilutien,,Cityof'Seatac or any .othergovernmentakagentycbefore the applicant can. utilize the, levier servicewhithisthesubject of this Certificate. 4. If the District orthe applicant must extentitheDittrictl sewer wt service to the-Propertytthe District or applicarit:Maybe req uiredto obtain from the appropriate governmental agency theneces-sary !permits,. approvals and authorizationsAn addition, thegovernmental.agenty maytestabiish requirements that must be satisfied as a condition of girariting any such permits., ,aoprovals or .authorizations, whichroarmakelenprattitator irispossibletheprovisionofsewetservitestothe,Property, . 5.. Application for and possibleprovisionof sewm service to theProperly s,hall.be. subject to and conditioned.;uponavailabitityof:seworservitetothePtoperty,at thetiMe:of suchapplication; 4nd-7:compliance with liederat state, local: and District 1.aws, ordinances, policies, andforregulatinns In effect at the Core of such application. I orknowledgethat Move ireceivedtheCertikated Sewtt AvaildbilitAdtv,Avallobilkyvihd this dititadtment, and ,fiatIr understand the. OM orrd,canditions hieretn.. Applicants signature Date WilairaM11 ntForr MULTANI CUSTOM HOMES LLC. Home Espaiiol Contact Search L&I Page 1 of 2 EA A -Z index Help My L&l Safety & Health Claims & Insurance Workplace Rights Trades& Licensing 0 Washington State Department of Labor & Industries MULTANI CUSTOM HOMES LLC Owner or tradesperson Principals MULTANI, PALWINDER SINGH, PARTNER/MEMBER Doing business as MULTANI CUSTOM HOMES LLC WA UBI No. 603 130 842 9524 S 237TH PL KENT, WA 98031 206-501-6467 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. MULTACH891NR Effective — expiration 08119/2011— 08/19/2017 Bond Developers Surety & Indem Co Bond account no. 858196C $12,000.00 Received by L&I Effective date 08/19/2011 08/18/2011 Expiration date Until Canceled Insurance Developers Surety & Indem Co Policy no. BIS000014095 $1,000,000.00 Received by L&I Effective date 07/01/2016 08/04/2013 Expiration date 08/04/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603130842&LIC=MULTACH891NR&SAW= 6/29/2017 MULTANI CUSTOM HOMES LLCM Page 2 of 2 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 163,501-04 Doing business as MULTANI CUSTOM HOMES LLC Estimated workers reported Quarter 1 of Year 2u17 "0" Workers L&I account contact Employer Services Help Line 360-902-4817 Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/I7etail.aspx?UBI=603130842&LIC=MULTACH891NR&SAW= 6/29/2017 8 BUILDING CODE: 2015 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD • 25 PSF (SNOW) ROOF DEAD LOAD • 15 PSF FLOOR LIVE LOAD • 40 PSF FLOOR DEAD LOAD • I5 PSF WiND LOAD • 110 MPH WIND SPEED, EXPOSURE 'B', RiSK CAT. II TYPE: V OCCUPANCY GROUP: R-3 DESIGN CRITERIA. TABLE 83012(1) GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN COR1r AIEG SUBJECT TO DAMAGE FRCM WANNER DESIGN DESIGN TEMP. ICE SHIELD UNDER- REQUIRED FLOOD HAZARDS AiR FREEZAJG INDEX MEAN AMIUAL TEMP SPEED (MPHR) TOI:'rrK•iRrAP4.11C EFFECTS SPECIAL WAND REGION WIND-BORNEFROST DEBRIS ZONE 1641WRING LINE DEPTH TEia1" UTE 25 110 EITHER DIRECTION 16 8 DI/12 MOD 18 SLIGHT- p 1 PER LCCAL JJRISDICTION 50 50 'ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO BE SUBMITTED BY THE OWNER OR CONTRACTOR AT TIME OF PERMIT SUBMITTAL: - MFG. JST. DESIGN AND LAYOUT IF APPLICABLE (PROM MANUFACTURER) - MFG. TRUSS DESIGN AND LAYOUTS (FROM MANUFACTURER) erre GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF, EXTERIOR FOOTINGS SHALL BEAR IS' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. MINIMUM COMPRESSIVE STR843T14 OF CITE PER TABLE R4022 TYPE OR LOCATIONS OF CONCRETE CONSTRICTION MNIMUM COMPRESSIVE STRENGTH (rc).4T 28 DAYS MODERATE WEATHERING POTENTIAL EXPOSEDMN I WALLS,FOUNDATIONS 4 OTHER CONCRETE NOT 2500 pet BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS. 2,300 pet BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 pet (5% to 1% at entrained PORCHES, CARPORT SLABS 4 STEPS EXPOSED TO THE WEATHER 4 GARAGE FLOOR SLAB. 3 00 1(5% to 1% air entrati Bd) CONCRETE 'BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCING STEEL TO COMPLY WITH ASTM A615 GRADE 40. LINA. (SEE STRUCTURAL.) IP ATi BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH V4'x3'x3' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1' OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8' DIAMETER AT 5'-0' O.C. UN.0. WITH MIN. 1' EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SiMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED N THE FiELD IN ACCORDANCE WITH AWPA 114. (END CUT SOLUTION BY WOLMANIZED WOOD) PER IRC 8311.1.1, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. 6' MIN. CLEARANCE BETWEEN WOOD AND GRADE. 12' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND GRADE. 18' MIN. CLEARANCE BETWEEN FLOOR JOIST AND GRADE. PAMPPROOFING EXCEPT WHERE REQUIRED BY SEC. R4062 TO SE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (a) THE TOP OF THE FOOTING OR (B) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL WAVE NOT LESS THAN 3/8 INCH PORTLAND CEMENT PARKING APPLIED TO THE EXTERIOR OF THE WALL. THE PARING SHALL BE DAMPPROOi ED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2.3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT. 3. 18' COAT OP SURFACE -BONDING CEMENT COMPLYING WITH ASTM C 881. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING iN SEC. R406.2. 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARKING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE LISTED DAMPPSOOFING MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SECTION R4062 TO THE EXTERIOR OF THE WALL. WATERPROOFING R4062 - IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNCI TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW - ,¢ SHAL--L:-BE--- WATERPROOFED FROM THE HIGHER OF (a) THE TOP OF THE FOOTING, OR (b) 6 INCHES BELOW THE TOP OF T THE FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING:' I` 'QUI E l 1.2 -PLY HOT -MOPPED PELTS. 2.55 POUND ROLL ROOFING - 3. 6 -MIL POLYVINYL CHLORIDE. 4.6 -MIL POLYETHYLENE 5. 40 -MIL POLYMER -MODIFIED ASPHALT. 6. 60 -MIL FLEXIBLE POLYMER CEMENT. 1. Vs' CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING. 8.60 -MIL SOLVENT -FREE, LiQUiD-APPLIED SYNTHETIC RUBBER Ciiy of Tukwila EXCEPTION: ORGANIC -SOLVENT -BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED I4YDROCAr=•F Tt NE8AR1D3!ON ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. USE OF PLASTI 1OOFING CEMENTS,- ACRYLIC EMENTS;ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED. COLD -SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D 443 HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OP LESS THAN 200°F. ALL JOINTS iN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. _.'j chanical I� Electrical C] Plumbing C) Gas Piping VENTILATION 8408.1 - THE UNDER -FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY THE BASEMENT) SHALL HAVE VENTILATION OPENING THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. A GROUND COVER OF SiX MIL (0.006 IN THICK BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED SIX INCHES MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. EXCEPTION: THE GROUND COVER MAY BE OMITTED IN CRAWL SPACES IF THE CRAWL SPACE HAS A CONCRETE SLAB FLOOR WITH A MINIMUM THICKNESS OF TWO INCHES. • ST•Et_ ._ 4 PI DRAFTSTOPPING R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DR4FTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILiNG ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.12.1. FIREBLOCKING 8302.11 IN COMBUSTIBLE CONSTRUCTION, FiREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED N WOOD -FRAMED 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. 12. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10ft 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. N CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R302.i (112' GWS) 4. AT OPENINGS AROUND VENTS, PiPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHII"NEYS AND FIREPLACES, SEE IRC SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DUELLING UNIT SEPARATION. FIREBLOCKiNG SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.1U LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. •. CCNSTPLICTICNAMAti GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R602.3(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE 81023.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM 50,4PD TABLE R102.33 T ICKP ESS GF GYPSUM HOARD OR GYPSUMUM PANEL APPLICATION ORIENTATION OF GYPSUM HOARD OR GYPSUM PANE S TO PRODUCTTS FRAM MAXIMUM SPACING CF FRAMING (HONES o.c:) MAXIMUM SPACING CF FASTENERS (INCHES) 812E OF NAILS FOAPPLICATION FOR APPLICATION WOOD FRAMING 11 edhss;vV POSTS 1 3/8' 3/8' CEILING PERPENDICULAR 16 1 12 13 GAGE, I-1/4' LONG, 19/64' MAP, 0/1033' PIA, I -V4' L. ANNULAR - RINGED, OR 4c1 COOLER NAIL, 0.080' DiA 14/8' LONG, 1/32' HEAD. EITHER DIRECTION 16 8 16 VZ' CEILING EITHER DIRECTION 16 1 12 13 GAGE, I-3/81 Lars, 19/641 HEAD: BOSS' DIA, 1-Y4' LONG, .4 641LAR- CEILiNG PERPENDICULAR 24 1 12 RINGED, OR 5d COOLER NAIL, 0IDE6' DIA, 5/8' LONG, 15/64' HEAD, OR GYPSUM BOARD NAIL, 0 DIA, 1-1/811 LONG, 9/32 MAD. WALL EITHER DIRECTION 24 a 12 WALL EITHER DIRECTION 16 0 16 503'GARAGE 503' CEILING EITHER DIRECTION 16 1 12 13 GAGE, I-5/8' LONG, 19/64' HEAD, MOW PIA. 1-3/8' LONG, A &LAR - RINGED, OR 6d COOLER NAiL, 01592' SIA, I-1/8' LONG, V4' HEAD, OR GYPSUM HOARD NAIL. 0.0916' PiA.1-1/8 LONG. 14/64' HEAD. CEI LING PERPENDICULAR 24 1 12 inc X AT CLG HABITABLE ROOMS PERPENDICULAR 24 6 6 I-1/8' LONG 6d COATED NAILS OR E DIVALENT DRYWALL SCI W8. WALL ALL COMPLY WM4 SECTION R102.36i WALL EITHER DIRECTION 24 8 12 13 GAGE, 1-13/8. LONG, 1'e/64' HEAD, 001181 PIA. 1-3/8' LONG, ANNIS.AR- RNGED, OR 6d COOLER NAiL, 0032' DIA, I-1/8' LONG, V4• MAO, OR GYPSUM BOARD NAIL. 0 ' DiA. I-1/8' LOiNG. IS/64' MAD. WALL EITHER DIRECTION IS 8 16 APPLICATION WITH ADHESIVE 3/8'CEILING PERPEHPIOJLAR 16 16 IS SAE .48 ABOVE FOR 3/8' GYPS M HOARD UM AND GYPSPANEL PROIGUCTS. WALL EITHER DIRECTION I6 16 24 i/2' OR 5/8' CEILING EiTHER DIRECTION 16 16 IS CEILING PERPENDICULAR 24 12 16 SAME .48 ABOVE FOR I/2' AND 5/8' GYPSUM HOARD AND GYPSUM PALL PRODUCTS, RESPECTIVELY. WALL EITHER DIRECTION 24 I6 24 TWO 9/8 LAYERS CEILING PERPENDICULAR 16 16 16 LASE PLY NAILED AS'AOOVE FOR 1' GYPSUM HOARD AND GYPSUM PANEL PRODUCTS, FACE PLY INSTALLED WITH ADHESIVE. tutu_ EITHER DIRECTION 24 24 24 FASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHALL BE COMMON OR GALVANIZED BOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) Sd COMMON (0.131' DIA., 2-1/2' LENGTH), 8d BOX (0.113' DIA, 2-1t2' LONG), 10d COMMON (0.148' DIA., 3' LONG) 10d BOX (0.128' DIA., 3' LENGTH), 16d COMMON (0.162' DIA, 3-1/2' LONG), 16d SINKER (0.148 DIA, 3-1/4' LONG) 5d COOLER (0.086' DIA, 1-5/8' LONG ), 6d COOLER (0.092' DIA, 1-1/8' LONG) LUMBER GRADES FRAMING LUMBER SHALL.. COMPLY:. TO THE LATEST EDITION OF UWPA GRADING RULESPerr •; `� Iry +<' R ALL SAWN LUMBER SHALL BE STAMPED WITH 114E GRADE MARK OP AN APPROVED LUMBER' GRADING THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: T� �N�, , hh� JOISTS: WOOD TYPE: 2X4 2X6 OR LARGER HF •2 - Fb■850 pet, Fv•15 pet, Fc•1300 pe1, E■1200000pet HF '2 - W■850 pet, Fv.15 pet, Fc•1300 pet, E•1200000pet DEM 4X 6X OR LARGER DF -L '2 - Fb■900 pet, Fv■95 pet, Pc•1350 pet, E■1600000pe1 DP -L'2 - Fb■815 pet, Fv■85 per, Fc■600 per, E•I300000pe1 igila 2X4 2X6 OR LARGER 1 -IF *2 - Fb■850 pet, Fv•15 psi, Fc•1300 pet, E•1200000pet HP *2 - Fb■850 psi, Fv•15 pet, Pc■1300 pet, E•I200000pet POSTS HF'2 - 1:b0900 pet, Fv■95 pet, Fc■1350 pet, E■1600000pet HP *2 - Fb■900 pet, Fv•S5 pet, Fc•1350 pet, E■1600000pet DF -L '1 - Fb■100 pet, FvS5 pet, Fc■415 pet, E■1300000pe1 DF -L'2 - Fb•100 pet, Fv•e5 pet, Fc■415 pet, E■1300000pet 4X4 4X6 OR LARGER 6X6 OR LARGER 6X6 OR LARGER 1`.:; dA. _ a71,..:3 � • r Cr cT `fit:... co RecGipt of app cvod ; + :d Copy and conoro;ts is acknowledged: B/; Date: 1 /) 7 - • City of Tukwila BUILDING DIVISION GLUED -LAMINATED BEAM (GLB) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Pa • 2,400 rat, Fv • 165 PSI, Pc ■ 650 PSi (PERPENDICULAR), E • 1,800,000 PSi. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST iCC EVALUATION REPORT. BEAMS DESIGNATED AS 'PSL' SHALL HAVE THE MINIMUM PROPERTIES: MD • 2,900 PSI, Fv • 290 PSI, Pc • 150 PSI (PEiRPENDICULAR), E • 2,000,000 PSI. BEAMS DESIGNATED AS 'LVL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 2,600 PSI, Fv • 285 PSI, Pc • 150 PSI (PERPENDICULAR), E • 1,900,000 PSI. BEAMS DESIGNATED AS 'LSL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 1,100 PSI, Fv • 400 PSI, Fc • 680 PSI (PERPENDICULAR), E • 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMITED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM ■ L/480, FLOOR TOTAL LOAD MAXIMUM • L/240. PREFABRICATED WOOD TRUSSES; PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LiVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED 4 STAMPED BY A LICENSED PROi--ESSIONAL ENGINEER AND FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WiTH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WiLL NOT SEAR ON THE WALL ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOF,WALL/FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE Sd COMMON 0 6' O.C. 0 PANEL EDGES AND 12' O.C. IN FIELD LIND. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4' T4G RATED (40/20) SWATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE Sd COMMON AT 6' O.C. 0 PANEL EDGES AND 12' O.C. iN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. WALL FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER PROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SiLLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRiM. 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY{ F WOOD CONSTRUVICONtNS 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-iN GUTTERS. moms AND T6 No change, shall ho made to the scope of work without prior approval of Tukwila Building Division. NOTE: Fev;sions will require a new p!an submittal PER 2015 WASHINGTON STATE ENERGY CODE and may include additional plan re'row fees WINDOWS SHALL BE INSTALLED AND FINISHED iN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. SECTION R310 -EMERGENCY ESCAPE 4 RESCUE OPENINGS R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED N EACH SLEEPING ROOM. 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: STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQ FT. MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL NAVE A MIN. NET CLEAR OPENING OF 5.1 SQ. FT. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MN. 5.0 SQ. FT. MINIMUM OPENING HEIGHT: THE MIN. NET CLEAR OPENINGS HEIGHT SHALL BE 24 INCHES. MINIMUM OPENING WIDTH: THE MN NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. MAXIMUM SILL HEIGHT: WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44' ABOVE THE FLOOR, WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SEC. R3102.3. SAFETY GLAZING SHALL BE INSTALLED iN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION 8308.4 1. GLAZING IN DOORS - SIDE HINGED DOORS, SLIDING GLASS DOORS AND PANELS IN SLIDING, 4 SIFOLD DOOR ASSEMBLIES PER IRC SECTION 8308.4.1. 2. GLAZING ADJACENT TO DOORS - PANELS WITHIN 24' OF EITHER SIDE OF THE DOOR IN CLOSED POSITION PER IRC SECTION 8308.42. 3. GLAZING IN WINDOWS - THE PANE IS LARGER THAN 9 SQ. FT, THE BOTTOM EDGE iS LESS THAN 18' ABOVE THE FLOOR, THE TOP EDGE IS MORE THAN 36' ABOVE THE FLOOR, AND ONE OR MORE WALKING SURFACES ARE WiTHIN 36', MEASURED HORIZONTALLY AND IN A STRAIGHT LINE OF THE GLAZING PER IRC SECTION 8308.43. 4. GLAZING IN GUARDS AND RAILS PER IRC SECTION 8308.4.4. 5. GLAZING IN WET SURFACES - 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 IS LESS THAN 60' MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE PER IRC SECTION 8308.45. 1. GLAZING ADJACENT TO STAIRS AND RAMPS - WHERE THE BOTTOM EXPOSED EDGE 18 LESS THAN 36' ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS PER IRC SECTION 8308.4.6. 8. GLAZING ADJACENT TO THE BOTTOM STAIR LANDING - WHERE THE GLAZING IS LESS THAN 36' ABOVE THE LANDING AND WITHIN A 60' HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING PER IRC SECTION 8308.4.7. JNBULATICN AND 14016 __ ,.CTI O P302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. 8302.10.1 INSULATION INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPRO-PERiIEABLE MEMBRANES INSTALLED WITI-IN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 123. EXCEPTIONS: 1. WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES, THE FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL FINISH. 2. CELLULOSE FIBER LOOSE -FILL INSULATION, THAT IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF SECTION R302.103, SHALL NOT BE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 AND SHALL BE REQUIRED TO MEET A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED N ACCORDANCE WITH CANNLC 51022. 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION 8316. 8302.10.2 LOOSE -FILL INSULATION LOOSE -FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED iN THE ASTM E 84 OR UL 123 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE -DEVELOPED LIMITS OF SECTION 8302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC 51022. EXCEPTION: CELLULOSIC FIBER LOOSE -FILL INSULATION SHALL NOT BE REQUIRED TO BE TESTED iN ACCORDANCE WITH CAN/ULC 51022, PROVIDED SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS 8302.10.1 AND 8302.103. 8302.103 CELLULOSIC FIBER LOOSE -PILL INSULATION CELLULOSIC FIBER LOOSE -FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, PARTS 1209 AND 1404. EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL BE CLEARLY LABELED iN ACCORDANCE WITH CPSC 16 CPR, PARTS 1209 AND 1404. 8302.10.1 EXPOSED ATTIC INSULATION EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 8302.10.5 TESTING TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH ASTM E 910. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS N FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATHER3TRIPPED TO LiMIT AiR LEAKAGE. R102.1 VAPOR RETARDERS CLASS I OR II VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS iN CLIMATE ZONES 5, 6, 1, 8, AND MARINE 4. EXCEPTIONS: I. BASEMENT WALLS. 2. BELOW -GRADE PORTION OF ANY WALL. 3. CONSTRUCTION WHERE MOISTURE OR ITS FREEZING WILL NOT DAMAGE THE MATERIALS. R102.1.1 CLASS III VAPOR RETARDERS CLASS III VAPOR RETARDERS SHALL BE PERMITTED WHERE ANY ONE OF THE CONDITIONS IN TABLE R102.1.1 iS MET. 8102.12 MATERIAL VAPOR RETARDER CLASS. THE VAPOR RETARDER CLASS SHALL BE BASED ON THE MANUFACTURER'S CERTIFIED TESTING OR A TESTED ASSEMBLY. THE FOLLOWING SHALL BE DEEMED TO MEET THE CLASS SPECIFIED: CLASS I: SHEET POLYETHYLENE, UNPERFORATED ALUMINUM FOIL CLASS II. KRAFT -FACED FIBERGLASS BATTS. CLASS Iii: LATEX OR ENAMEL PAINT. R102.13 MINIMUM CLEAR AIRSPACES AND VENTED OPENINGS FOR VENTED CLADDING. FOR THE PURPOSES OF THIS SECTION, VENTED CLADDING SHALL INCLUDE THE FOLLOWING MINIMUM CLEAR AIRSPACES. OTHER OPENING WITH THE EQUIVALENT VENT AREA SHALL BE PERMITTED. I. VINYL LAP OR HORIZONTAL ALUMINUM SIDING APPLIED OVER A WEATHER -RESISTIVE BARRIER AS SPECIFIED IN TABLE R1033(IJ. 2. BRICK VENEER WITH A CLEAR AIRSPACE AS SPECIFIED IN TABLE 8103.8.4. 3. OTHER APPROVED VENTED CLADDINGS. WSEC 8402,4 AIR LEAKAGE (MANDATORY) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO. LIMIT AIR LEAKAGE IN ACCORDANCE SECTIONS R402.4.1 THROUGH 8402.4.4. 8402.4.12 TESTING THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING. AN AIR LEAKAGE RATE EXCHANGES PER HOUR. INSPEGTICNO POSTING OF CERTIFICATE WSEC 8401.3 A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATES SHALL LIST THE PREDOMINANT R -VALUES OF INSULATION INSTALLED IN OR ON CEILiNG/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U -FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SI -ICC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM ,AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONY:„,.THE -CERTIFICATES SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATES SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS-FIRED INVENTED ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, THE CERTIFICATES SHALL LIST 'GAS-FIRED UNVENTED ROOM HEATER' 'ELECTRIC FURNACE' OR 'BASEBOARD ELECTRIC HEATER ' AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS-FIRED (INVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. DUCT LEAKAGE TESTING. , DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU RS -33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2015 MEC SEC. R4033.3. A WRITTEN REPORT OF THE RESULTS SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. BUILDING AIR LEAKAGE TESTING 2015 WSEC SEC R402.4 THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LiMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS 8402.4.1 THROUGH 8402.4,4. WITH THE REQUIREMENTS OF OF NOT EXCEEDING 5 AIR • - • •wrEss 2015 UNIFORM PLUMBING CODE SEC. 312.12 STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING EXCEEDS !,2 OF AN INCH IN THE LEAST DIMENSION. VP 312.12.1 METER BOXES SHALL BE CONSTRUCTED IN SUCH AN MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE BUILDING. 312.122 METAL COLLARS IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE IN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. 312.123 TUB WASTE OPENINGS N FRAMED CONSTRUCTION TO CRAWL SPACES AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING EXCEEDING Is OF AN INCH IN THE LEAST DIMENSION. IC,44TM WSEC SECTION R404 LIGHTING EQUIPMENT PER SEC R404.1 - A MINIMUM OF 15 PERCENT OF LAMPS N PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.1 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER PROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE LANDING OF THE STAIRWAY. iP MD NarC14 S PER SEC 86026 DRILLING AND NOTCHING OF STUDS SHALL BE iN ACCORDANCE WITH THE FOLLOWING: 1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION SHALL BE PERMITTED TO BE CUT OR NOTCHED T NOT EXCEEDING 25% OF ITS WiDTH. STUDS IN NONBEARING PARTITIONS SHALL BE PERMITTED TO BE NOTCHED TO A DEPT EXCEED 40% OF A SINGLE STUD WIDTH. EWED FOR I MPLIANCE OVED JUN 2 8 2017 (�J f Tukwila G DIVISION 2. DRILLING. ANY STUD SHALL BE PERMITTED TO BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN 60% OF THE STUD WiDTH, THE EDGE OF THE HOLE IS NO MORE THAN 48 INCH TO THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED iN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40% AND UP TO 60% SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R602.6(1) AND 86023(2). EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHERE THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC 8602.6.1 WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 30 PERCENT OF IT'S WIDTH, A GALVANIZED METAL TIE NOT LESS THAN 0.054 INCH THICK AND 1-1/2' INCHES WiDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE OPENING WITH NOT LESS THAN EIGHT I0d NAILS HAVING A MINIMUM LENGTH OF 1-1/2' INCHES AT EACH SIDE OR EQUIVALENT. THE METAL TIE MUST EXTEND A MINIMUM OF 6 INCHES PAST THE OPENING. SEE FIGURE P602.6.1, EXCEPTION; WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. 0 V Lot 2 - LAI SHORT PLAT U a CITY OF TUKWILA �C%�Y OF TUKWILA APR 06 2017 PERMIT CENTER gt• O 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2 -2802-2R Date: 3-22-11 N-1 CITY OF TUKWILA APR 06 2017 PERMIT CENTER 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2 -2802-2R Date: 3-22-11 N-2 vE\TILAT ON EQ(....1 FE ENTS ROOF ATTIC VENTILATION INTEATW 24 W1=IOLE WOUSE VENTILATION SYSTEM SEC. M1501 I M50'4.1 LOCAL EXHAUST FANS EXHAUST FANS PROVIDING LOCAL EXHAUST SHALL HAVE A MINIMUM VENTILATION CALCULATIO S 4REQUIREMENTS HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND RAN FLOW RATING NOT LESS THAN 50 cfm AT 025 INCHES WATER GAUGE FOR BATHROOMS, LAUNDRIES, AT LEAST 404 NOT MORE THAN $09:; OF REQUIRED VENTS SHALL BE N UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST PONT) WITH THE INSTALLED t0 LISTED SPECIFICATIONS. OR SIMILAR ROOMS AND 100 cfm AT 0.25 INCHES WATER GAUGE FOR KITCHENS. MANUFACTURERS' FAN NO WARM -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, FLOW RATINGS SHALL BE DETERMINED AS PER HVI 916 (APRIL 1995) OR AJ'1CA 210. BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH EXCEPTION: WHERE A RANGE HOOD OR DOWN DRAFT EXHAUST FAN IS USED TO SATISFY THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 -ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES 30'-0' (15 EAVE VENTS) ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AN ELECTRIC HEATING FURNACES. LOCAL EXHAUST REQUIREMENTS FOR KITCHENS, THE RANGE HOOD OR DOWN DRAFT EXHAUST LIQUEFIED PETROLEUM GAS -BURNING APPLIANCES SHALL NOT SE INSTALLED IN A PIT. BASEMENT OR SIMILAR SHALL NOT BE LESS THAN 100 cfm AT 0.10 INCHES WATER GAUGE. FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN M1501.42 LOCAL EXHAUST CONTROLS LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, DEHUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS. LOCAL AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. EXHAUST SYSTEM HEATING AND COOLING: EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK oR FLAME CONTROLS SHALL BE READILY ACCESSIBLE. DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION ® ® ® CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18' ABOVE THE FLOOR LEVEL. TABLE MIS01.33(1)MEC1-IANICAL OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS N ROOF FRAMING MEMBERS SHALL CONFORM TO THE TEMPERATURE CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DUELLING UNIT SHALL BE VENTILATIMI SYSTEM AIR ILCXU R.4TE filEallRIElitegra. REQUIREMENTS OF SECTION R502:1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE WSEC SEC, 403.1.1 DWELLING NUMBER OF BEDROOMS MINIMUM VENT AREA PER SEC. R8062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 UNIT FLOOR 2-3 4-5 6-1 >1 VENTILATION EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE SW GAS VENT SHALL BE AREA(SP)0-1 OF THE AREA OF THE VENTED SPACE. INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS.INSTALLED, AIRFLOW IN CFM VENT AND INSULATION CLEARANCE PER SEC. 88063 - WHERE EAVE OR CORNICE VENTS ,ARE INSULATION SHALL NO BLOCK THE FREE FLOW OF AIR NOT LESS THAN A 1 -INCH SPACE A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT <1,500 30 45 60 15 90 SHALL SE PROVIDED SEVEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. 1,501-3,000 45 60 15 90 105 UTILITY ROOM NOTES/MAKE UP AIR: 3,001-400 60 15 90 105 120 UPPER ROOF: (AREA 1) 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE 4,501-6,000 15 90 135 1. 1I SQ FT. OF ATTIC AREA/300 a 55 SQ. Ft NOTE: UPPER ROOF VENTING PROVIDED 8Y l'x10' EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED 105 120 OF VENTILATION REQUIRED (192 SGL INCHES) RI 050 ROOF VENTS. (50 $ IN. PER VENT) WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. INSTALLATIONS 6,000-1,500 90 105 120 135 150 UPPER VENTS a 3S6 Sq. In. (8 AF50 VENTS) NOTE:, EAVE VENTING PROVIDED BY (4)-2 US' DIAMETER 2. EXHAUSTING MORE THAN 200 CPM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS LOWER VENT= 396 Sq. In. 'BIRD HOLES' PER SAVE BLOCK ® ® ® ® ® DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 >'1,500 105 120 135 150 165 24 EAVE VENTS 12' PER BLOCK ■ 288 Sq. In. (4)-2 1/8' DIA HOLEPER a 1416 SCI. In. MESH SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE x w/O 3 AF50 VENT x 50' PER VENT ■150 Sq. In. NFA w/ MESH a 11' 8q. In. PER BLOCK PROVIDED BY OTHER APPR. MEANS. T ' -= PRI 3, (2) INTEL I11Et4T L E 1-1Ca P1 CI4AWl C •�. ::0 D • 100 SQ INCH TRANSFER GRILL PER IRC G2439A (614.6) VENTILATICN RATE PACT LOWER15% LOWER ROOF - GARAGE: (AREA 31 I :`" �'• 24W ILATI SYSTEM'. Sec. m RUN-TIME % IN EACH 4 -HOUR SEGMENT 25% 33%50% 66% 100% 95 SQ. R. OF ATTIC Ai::AJ300 ■ .32 SGL FT. NOTE: UPPER ROOF VENTING PROVIDED BY AS AMENDED BY WASHINGTON STATE FACTOR 4 3 2 15 1.3 1.0 OF VENTILATION REQUIi'ED lob SQ INCHES) SAYE VENTS 23 In. COR -A -VENT ROOF -2 -WALL VENT MI5011 GENERAL LOCAL EXHAUST OR WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS AND EQUIPMENT SHALL = . 12' 24 Sq. In (85 SQ. N. PER LINEAL fl:) ,__: BE DESIGNED IN ACCORDANCE WITH THIS SECTION. T -' _ __ I .�' MIN I LOCAL I,i t S 2 EAYE VENTS x PER BLOCK a UPPER VENTS a 24 Sq. In. (CONI: ROOF -2 -WALL. VENT) !'`-P�4MIL Y 8.5 SQ IN. X 2 LF(TRUSS BAY): M SQ N. PER TRUSS BAY 1115012 RECIRCULATION OF AIR EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE 24 SQ IN REQUIRED/ 1'1 SQ INN 2 BAYS RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DUELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO AREA' TO BE EXHAUSTED EXHAUST RATES THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE OR OTHER AREAS OF THE BUILDING. M15013 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS KITCHENS 100 cfm INTERMITTENT OR 25 cfm CONTINUOUS 1' 0' (5 EAVE VENC ) -. ® n I- SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M15013.1 THROUGH MI50133. MIS013.1 SYSTEM DESIGN EACH DWELLING UNIT OR GUESTROOM SHALL BE EQUIPPED WITH A VENTILATION SYSTEM BATHROOMS -TOILET RMS LAUNDRY MECHANICAL EXHAUST CAPACITY OF -. Z COMPLYING WITH SECTION M150T3A, M15013.5, MI50T3.6 OR M15013. I. COMPLIANCE IS ALSO PERMITTED TO SE DEMONSTRATED THROUGH COMPLIANCE WITH THE INTERNATIONAL MECHANICAL CODE OR ASHRAE STANDARD 622. ROOMS INDOOR SWIMMING POOLS 4 SPASiir 50 cfm20 INTERMITTENT OR 20 am CONTINUOUS „ iii ® } d MI50132 CONTROL AND OPERATION 1U\1. LOCATION OF CONTROLS. CONTROLS FOR ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. :. u - 2. INSTRUCTIONS. OPERATING INSTRUCTIONS FOR WHOLE -HOUSE VENTILATION SYSTEMS SHALL BE PROVIDED TO THE OCCUPANT, BY THE INSTALLER OF THE SYSTEM.3015 : l CODE CalinLIANCE 14 3. LOCAL EXHAUST SYSTEMS. LOCAL EXHAUST SYSTEMS SHALL CONTROLLED 2015 WSEC: 30'-0' (2 EAVE TS) BE BY MANUAL SWITCHES, 3.5 ENERGY CREDITS REQUIRED PER TABLE 406.2 DEHUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS. 4. CONTINUOUS WHOLE■HOUSE VENTILATION SYSTEMS, CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEMS SHALL OPERATE CONTINUOUSLY AND BE EQUIPPED WITH AN OVERRIDE CONTROL. A 'FAN ON' SWITCH SHALL BE ENERGY CREDIT OPTIONS: (Ia, 3a, 5a, 5c a 3.5 CREDITS) COR -A -VENT CONTINUOUS ROOF -2 -WALL VENT. PROVIDES 8.5 SQ. IN. NET FREE VENTILATION AREA PER LINEAL FOOT. (CUT I' WIDE CLEAR SLOT IN I( ROOF DECK At OR NEAR THE PERMITTED AS AN OVERRIDE CONTROL. CONTROLS SHALL BE CAPABLE OF OPERATING THE VENTILATION SYSTEM la _EFFICIENT BUILDING ENVELOPE (05 CREDIT) WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. A CLEARLY VISIBLE LABEL SHALL BE AFFIXED TO THE CONTROLS THAT READS 'WHOLE HOUSE VENTILATION (SEE OPERATING NSTRIUCTIONS).' PRESCRIPTIVE COMPLIANCE IS BASE ON TABLE R402.1.1 WITH THE FOLLOWING 5. INTERMITTENT W-IOLE-HOUSE VENTILATION SYSTEMS. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS SHALL MODIFICATIONS: COMPLY WITH THE FOLLOWING: -VERTICAL FENESTRATION U.025 5.1 THEY SHALL BE CAPABLE OF OPERATING INTERMITTENTLY AND CONTINUOUSLY. - FLOOR R-38 52 THEY SHALL HAVE CONTROLS CAPABLE OF OPERATING THE EXHAUST FANS, FORCED -AIR -°'LAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB SYSTEM FANS, OR SUPPLY FANS WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. - BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB 53 THE SYSTEM SHALL ISE DESIGNED SO THAT IT CAN OPERATE AUTOMATICALLY BASED ON THE OR TYPE OF CONTROL TIMER INSTALLED. -COMPLIANCE BASED ON SECTION R402,1A: REDUCE THE TOTAL UA BY 5%. 5.4 THE INTERMITTENT MECHANICAL VENTILATION SYSTEM SHALL OPERATE AT LEAST ONE HOUR OUT 3a - HIGH EFFICIENCY HVAC EQUIPMENT (1.0 CREDIT) OF EVERY FOUR. - GAS, PROPANE OR OIL -FIRED FURNACE WITH MINIMUM AFUE OF 94%, OR 5.5 THE SYSTEM SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A 24-HOUR - GAS, PROPANE OR OIL -FIRED BOILER WITH MINIMUM AFUE OF '52% CLOCK TIMER TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY 5.6 THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND 5.1 AT THE TIME of FINAL INSPECTION, THE AUTOMATIC CONTROL SHALL BE SET t0 OPERATE THE THE MINIMUM EQUIPMENT EFFICIENCY. WHOLE -HOUSE FAN ACCORDING TO THE SCHEDULE USED TO CALCULATE THE WHOLE -HOUSE FAN SIZING. 5a - EFFICIENT WATER HEATING (0.5 CREDIT) 5.8 A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS 'WHOLE HOUSE VENTILATION (SEE - ALL SHOLUERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE OPERATING INSTRUCTIONS).' RATED AT 1.M150132.I OPERATING INSTRUCTIONS INSTALLERS SHALL PROVIDE THE MANUFACTURER'S INSTALLATION, OPERATING 5 GPM LSS. INSTRUCTIONS, AND A W-TOLE-NC.�IUSE VENtILAtION SYSTEM OPERATION DESCRIPTION. -AALL OTHER R LAVAATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY M15013.3MECHANICAL VENTILATION RATE THE WHOLE-HoUSE MECHANICAL vENtILAtION SYSTEM SHALL PROVIDE THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM FLOW RATES FOR ALL SHOWERHEApS, KITCHEN SINK FAUCETS, AND OTHER LAVATORY FAUCETS. OUTDOOR AIR TO EACH DUELLING UNIT AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED N ACCORDANCE WITH TABLE MI50133(1). 5c - EFFICIENT WATER HEATING (1.5 CREDITS) EXCEPTION: THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS PERMITTED To OPERATE INTERMITTENTLY WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25 PERCENT OF EACH 4 -HOUR - GAS, PROPANE OR OIL WATER HEATER WITH MINIMUM EF OF 091 SEGMENT AND THE VENTILATION RATE PRESCRIBED IN TABLE M150133(I) IS MULTIPLIED BY THE FACTOR OR DETERMINED IN ACCORDANCE WITH TABLE M1501.3.3(2). - SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR WATER HEATING WILL PROVIDE A RATED MINIMUM SAYINGS OF S5 THERMS MI5013.5 WHOLE -HOUSE VENTILATION INTEGRATED WITH A FORCED -AIR SYSTEM. THIS SECTION ESTABLISHES OR 2000 kith BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION MINIMUM PRESCRIPTIVE REQUIREMENTS FOR WHOLE -HOUSE VENTILATION SYSTEMS INTEGRATED WITH FORCED -AIR (SRCC) ANNUAL PERFORMANCE OF OG -300 CERTIFIED SOLAR WATER HEATING VENTILATION SYSTEMS. A SYSTEM WHICH MEETS ALL THE REQUIREMENTS OF THIS SECTION SHALL BE DEEMED TO SYSTEMS SATISFY THE REQUIREMENTS FOR A WHOLE -HOUSE VENTILATION SYSTEM, OR 1115013.5.1 INTEGRATED WHOLE -HOUSE VENTILATION SYSTEMS. INTEGRATED WHOLE -HOUSE VENTILATION SYSTEMS - ELECTRIC HEAT PUMP WATER HEATER WITH MINIMUM EF OF 2.0 AND MEETING THE SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION M150133. INTEGRATED FORCED -AIR STANDARDS OF NEEA'S NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PUMP VENTILATION SYSTEMS SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE SPACE THROUGH THE WATER HEATERS FORCED -AIR SYSTEM DUCTS. INTEGRATED FORCE -AIR VENTILATION SYSTEMS SHALL HAVE AN OUTDOOR AIR TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY INLET DUCT CONNECTING A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING TO THE RETURN AIR PLENUM THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT OF THE FORCED -AIR SYSTEM, AT A POINT WITHIN 4 FT UPSTREAM OF THE AIR HANDLER. THE OUTDOOR AIR INLET TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING DUCT CONNECTION TO THE RETURN AIR STREAM SHALL BE LOCATED UPSTREAM OF THE FORCED -AIR SYSTEM SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAVINGS. BLOWER AND SHALL NOT BE CONNECTED DIRECTLY INTO A FURNACE CABINET TO PREVENT THERMAL SHOCK TO THE HEAT EXCHANGER THE SYSTEM WILL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL AS SPECIFIED IN SECTION M150132. THE REQUIRED FLOW RATE SHALL BE VERIFIED BY FIELD TESTING WITH A FLOW HOOD OR A FLOW MEASURING STATION. 11150135.2 VENTILATION DUCT INSULATION. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED REVIEWED FOR COMPLIANCE TO A MINIMUM OF R-4. 1115013.5.3 OUTDOOR AIR INLETS. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY CODE APPROVED _ LEAVES OR OTHER MATERIAL. OUTDOOR AIR INLETS SHALL IBE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS: 1. CLOSER THAN 10 FT FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3FT ABOVE THE OUTDOOR AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPOR& 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A SPACE HAVING ANY FUEL JUN 2 8 2011 • City of Tukwila BUILDING DIVISION ROOM OR -BURNING APPLIANCES THEREIN. 5. CLOSER THAN 10 FT FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3 FT ABOVE THE AIR INLET. 6. ATTIC, CRAWL SPACES, OR GARAGES.I lawlip 0 0 7 I MI501A LOCAL EXHAUST LOCAL EXHAUST SHALL BE PROVIDED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA, AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR IS PRODUCED. LOCAL EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE THE CAPACITY TO EXHAUST THE MINIMUM AIR FLOW RATE DETERMINED IN ACCORDANCE WITH TABLE MI501.4. CITY OF TUKWILA APR 06 2017 PERMIT CENTER 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2 -2802-2R Date: 3-22-11 N-2 WEATHER RESISTANT BARRIER OVER SHEATHING OR SUBSTRATE FINISH SIDING GSM TRIM PLASHING WITH 5" MIN. VERTICAL LES HORIZONTAL WOOD TRIM H OR I Z. TRIM AT SHEATHING/WOOD STUDS N.T.S. 2x6 EXTERIOR WALL 1/16' PLY OR 088 SHEATHING, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER PRE -FINISHED CONTINUOUS SHEETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP 1/16' PLY OR OSB SHEATHING, TYP. TRUSS OR RAFTER PER PLAN ROOF TO UJAIL PI.ASHINCA D T l I L. N.T.S. SIDING PER ELEVATION FLASHING 2X3 BEVELED TRIM FLASHING ADHERED CULTURED STONE STONE VENEER N.T.$ MASONRY VENEER - GENERAL NOTES PER SEC. R103.12 ADHERED MASONRY VENEER SHALL COMPLY WITH THE REQUIREMENTS OP SECTION R103.13 AND THE REQUIREMENTS N SECTIONS 12.1 AND 123 OF TMS 402/ACI 530/ASCE 5. ADHERED MASONRY VENEER SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R103.1.1, ARTICLE 33C OF 1115 602/ACI 530.1/ASCE 6 OR THE MANUFACTURER'S INSTRUCTIONS. 12 12 CLEARANCES - MINIMUM OF 4 INCHES ABOVE THE EARTH, MINIMUM OF 2 INCHES ABOVE PAVED AREAS; OR MINIMUM OF V2 INCH ABOVE EXTERIOR WALKING SURFACES THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. FLASHING AT FOUNDATION - A CORROSION -RESISTANT SCREED OR FLASHING OF A MINIMUM 0.019 -INCH OR 26 -GAGE GALVANIZED OR PLASTIC WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31+2 INCHES SHALL BE INSTALLED TO EXTEND A MINIMUM OF 1 INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION R103.4. WATER -RESISTIVE BARRIER - A WATER -RESISTIVE BARRIER SHALL BE INSTALLED AS REQUIRED BY SECTION R1032 AND SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 8103.63. THE WATER -RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING PROVIDED IN ACCORDANCE WITH SECTION 8103.122. 5 .- NW MLA 12 4\\\\\\iirix1Y\\ \\\\\\\\\___ ►\\\\\\\ max„ \\\\o\\m,�\ v im \ 111111111L NW 11111.4. " IF ///� �e ll��'�' - WEST ELEVATION NORTH ELEVATION ROOF DRIP EDGES PER SEC. R9052.5.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MN. 2' OVERLAP 12 12 GABLE END DECO BRACE COMP ROOF BOARD 4 BATT SIDING RECE)VEi CITY OF TUKWILA JUN 0 21111 PERMIT CENTER CEDAR SHAKE SIDING 5/4x8 BARGE W/ 1X3 RAKE TRIM 5/4x6 WINDOW , DOOR 4 CORNER TRIM G FRONT 5/4x4 CORNER BD'S 5/4x6 SAND W/ 2X5 CAP 6" EXP. HORIZ. SIDING CONT. GUTTER STONE VENEER (ADHERED) 1 1 TYP PER SIDE IF SITE REQUIRES 410 iA I- 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify mpliance with all local plicable building codes ere the home is to be nstructed. GRADE TO SLOPE AWAY FROM FOUNDATION A MIN. OF 6" WITHIN THE FIRST 10' COPYRIGHT 2010 Landmark Daalg n Ino. ALL RIGI4TS RESERVED • a►ARE I! - # • irft mmaitim �T VIEWED F E COMPLIA APPROVED i UN 2 8 2017 :gity of Tukwil BtIItDING DMS b IT 067? HOUSE NUMBERS TO SE VISIBLE 4 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MN. 4' HIGH 4 A MN. STROKE WIDTH OF 1/2' PER SEC. 83131 Purchaser should have ans reviewed by a Ho— sed builder and struct— al engineer for compli— ce to specific site con— tions. These plans should not e altered by other than a ualified designer, archi— ct, or structural engineer, Plan No: L2 -2802-2R Date: 3-22-11 1 n 30'-0' 30'-0' A 16'-i1l' 20'-0' 8'-'1' 8'-5' 9'-3i' 10'-0' 3'-9' 10'-0' 10'-0' 4'-10' 5'-2' 8/0x6/0 XOX 0 0 0 i i i 8/0x4/0 XOX EGRESS MASTER BEDROOM VAULTED CEILING 0 FIREPLACE PER MFR PROVIDE 6' UTSIDE AiR 2'-8' Z4 110V S.D. -' 6/OX /1 00x� GREAT ROOM 9' CLG NOOK 9' CLG 5 717U/i /////ri///////l/ii/////////////////7/ 10� 0 i 6 ,n BEDROOM 2 8' CLG. //ii/i///U///U//OU/// 50 CFM EF. W UTILITY r 8' CLG. I21' 434' AI OPT. P I REPLACE LOCATION DINING .z ROOM 9' CLG EATING BAR KITCHEN CLG c.74E/// //// // ABOVE TRE NOSING. OPEN TO BELOW 4 / / //// // // /// V fir T,I.4111-111 IL \ $' r \:E mri.•r awn r Anmi. t va � �� 9 cLOc� ,�. ���.. i GUEST RM 1-4' DN 16 R MEC1-1 CHASE VEH. IMPACT BARRIER BEDROOM 4 1ov 0 VAULTED CLG S.D. I ®I- _, 36'X36' LANDING _ J SP PLAYROOM EGRESS COVE POR GARAGE USE 1/2' GOES ON ALL WARM AND STRUCTURAL WALLS. (I) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS N 1/2' GM 5'-10' 5/0x4/0 XO 0 2/0x4/0 FX /0x4/6 XO ING AT ' TO BE L NCHES THRESHO XIT' D RT TO D. (P31 OR AN OF 3.1) 16/0 x 8/0 O.H. DOOR 16'-3' R.O. 5'-2 '1'-0' COPYRIGHT 2010 Landmark Design Mo. ALL RIGHTS RESERVED 11'-0' 9'-6' GENERAL NOTES: 1. ALL WORK TO SE IN CONFORMANCE WITH 2015 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. S1-IOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LiMITED TO MAXIMUM 1.0 G.PM FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS 9. SMOKE ALARMS - TO BE INSTALLED PER SEC 83143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. -SMOKE ALARM -CARBON MONOXIDE COMBO. 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 83,5 AN APPROVED CARSON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2015 iRC 4 WA. STATE MENTS SEC 8315. 11. SULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC R403.5.3. 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R -S PER WSEC R403.3.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER 8303.52. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WERE PIPING iS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMii G MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WiDTH OF THE PiPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER. WHERE THE FRAMING MEMBER THAT THE PIPING: PASSES THROUGH iS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER. 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) 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 THE TABLE M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WiTH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2015 WSEC TABLE R402.4.1.1. UTILITY ROOM NOTES/MAKE UP AIR: PER IRC G2439 WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION AND THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FT., THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FT OF THE I. BiiLU�E 818 ,41W�TR,A,CER WME'TAL WA�tER eERTiri °E - PIPING E'ER LPC 6049 2. ECEIVED ,IT'SROF TUKWILA JUN 062011 PERMIT CENTER 30'-0' 19'-0' UFPER FLOOR PLAN 111-1OLE +OUSE VENTILATION: INTEGRATED: INTEGRATED WITH FURNACE SEE SHEET N-2 FOR REQUIREMENTS. *REFER TO SHEET N-2 TABLE 150133(1) 4 1501.3.3(2) FOR FAN SiZiNG AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. OPTIONAL. GUEST ROOM MAIN LOO PLAN MAIN FLOOR: U''PER FLOOR: TOTAL.: ARA6E : FRONT PORCH: 1244 SO. FT. issa S. T. 2802 SCS . FT. S11 SO. FT. SO. FT. / bfl'007 q EXHAUST DUCT CONNECTION PER G2439.15. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET iS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APP, MEANS PER G24395. >:::=::_:: ■ 100 SQ INCH TRANSFER GRILL CODE COM APPRO REVIE INTERIOR STAIRWAY ILLUMINATION PER SEC 8303.1 1 INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIP LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREAD STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CA. OF iLLLPIINATING TREADS AND LANDINGS To LEVELS NOT THAN I FOOT-CANDLE MEASURED AT THE CENTER OF TRE AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.s IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OP THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OP THE STAIRWAY. IAL FROM -LE City JUN of28 iLDING .g c • w gi Atc c2)1 ❖ Z: A itu o �a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout municipalities. The Orchaseble buildingr must verifycodes mpl ance with all local Ap�ppp the home is to be constructed. 11 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural e lgineer for compli- ance to specific site con - •la ditionitn IS ONe e plans should not red by other than a qualified designer, archi- tect, or structural engineer. Plan No: Date: 3-22-17 2 • • 17 I' ( 30'-0' 20'-0' 10'-0' 4 6x6 P.T. POST W/ PB BASE Ohl 30'x30'xI2' CONCRETE FTG. W/ 3-444 BARS E.W. 4' 0 SCHED. 40 STL. BOLLARD 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE e 4 BARS 15' O.C. I I I 1n 4-3/8'X3' ANCHOR BOLTS (SIMPSON TITAN ND OR EQ) 4' CONCRETE SLAB SIDE VIEW 8IM/8X3'. ANCI-10R 1''SON TITAN OR L EQ) P1' 1/2'X5'X5' lI1i\'tIi 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE 3' TO DOORS VEHICLE IMPACT BARRIER DETAIL \\ OTINGS TO BEAR ON FIRM REED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL '02 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. *CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. S. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. 'FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. 9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURETHE REMOVAL OF WATER. 10.PREVENT WOOD TO CONC. CONTACT W/CONI. FLASHING OR APPROVE MEMBRANE. 11. ® INDICATES 'SIMPSON' HOLDDOWN. 12.4 SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SHT 51.0). 4x4 P.T. POST W/ PB BASE ON 24'x24'x12' • CRETE FTG. 4' CONC. SL OVER 4' COM SAND AND GRA FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection report prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing/foundation construction. Geotech engineers report shall be presented to the building inspector at time of footing inspection. REVIE CODE C AP JUN CITY ©F TUKWILA APR 0 6 2017 PERMIT CENTER 1. Contractor or builder ify all dimensions roceeding with hon. re LIANCE ED. This to be Q�any urchas complia applicab where t �oanstru• FOUNDATION AT PATIO NTS 4' CONC. SLAB PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASKING OR APPROVED MEMBRANE STUB *4 BARS INTO CONC. SLAB 1018' O.C. FOUNDATION PLAN COPYRIGHT 2011 Landmark Design Inc. ALL RIGHTS RESERVED NEC 250.52 Grounding Electrodes A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/2" or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located horizontally within that portion of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. (NOTE: 20 -foot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building setbacks the from lot lines, 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. City BUILDI t\Th 0079 USE 3'x3'x1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS ENT1 L-ATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1244/150 829 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION 13 VENTS REQ'D Ian was designed rketed throughout nicipalities. The ✓ must verify ce with all local e building codes e home is to be ed. ser should have ewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2 -2802-2R Date: 3-22-11 3 LSTA30 - HDR 4 SILL TO 3x BLOCK! 8/5 v LSTA24 - BEAM TO TOP PLATE 52.0 3) 2x6 51/2 x 12 GLIB 52.0 6X6 PT POST UJ/ CCQ CAP 4 ifE P8 BASE SOFFIT AND INSULATE a- • AT COVERED PATIO O to CONT. DBL. TOP PLATE R -IO RIGID INSULATION @ EXTERIOR SIDE OP PALL (SHADED AREA) 4X HEADER KIN.' MD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION DETAIL NTS x6 W/ PC CAP 51/2x12GUS 3) 2k4 NG W�4LL // '////, //!3i34/1'7/1/ 'iiii ////J ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 DF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: * SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. * SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. 8801.1. *ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8802. 6. `A REFER TO SHEAR WALL SCHEDULE. 31/2 x 9 '2 LVL "i //A' VAULTED CLG LINE • 4 x 10 L- J 96 MAX I_= 42,8 'k Air 0:\,\ SS y, i a MECHANICAL PLATFORM BUILT INTO MFG. TRUSSES SEE TRUSS SPECS FOR DETAI ACCESS2PE IRC 801.1 PROVIDE 222'XS36' FOR PPTIC LIANCE REMO DBL. JOIST ROOF OVERFRAME NOT IRC SEC RS023 BE • RIN* WA_L c� r r r r r r BE FRAMED TO RIDGE BOARD S LE SIN �; 14 THAN THE CUT EN • •;�L VALLEYS AND HIPS T AL% A; x VALLEY OR HIP RATTE- L14. I •► EPTH THAN THE CUT END I Q ' THE FTE , • VERAGE AT RIDGE, HIPS AND E) 2x4 514 x 114 LVL x 51/2x15*'LB dl N CANTILEVER 4 x 12 r r r r r r r r r 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/8d NAILS ° 24' O.C. NAILED TOP 4 BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 DF *2, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR 4) 2x4 WALLS 4 WARM WALLS TO BE INSULATED 11J/R-10 RIGID INSULATION. 3) 2x4 SEGOND FLOOR FRAMING PLAN ROOF VENTILATION CALCUL AT I ON5 4 REQUIREMENTS AT LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. R806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF I/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION RS02 1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. MINIMUM VENT AREA PER SEC, 8806.2 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 8806.3 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. NOT LESS THAN A 1 -INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE S+-4EET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. • MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE REFER TO SHEAR WALL SCHEDULE. APPLIANCES IN ATTIC NOTES: PER 2015 IRC MI305.13 4X4 PT POST WI EPCZ CA 4 PB EASE 12' O.H. /` VAULTED CLG LINE (3) 2 S2.0 D°C5 GIRDER TO TOP PLATE 4/ 52.0 L- J co 2X6�O O E 2X07 OVEj�R4 E 1' 24' .c. 0 I GIRDER TRUSS MANF.2 MANF. TRUSSES TRUSSES O.C. N MANF. TRUSSES 0 24' O.C. LSTA30 - HDR 4 SILL TO 3x BLOCKING. S/S2.0 I. 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 FT LONG MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER 5 NOT LESS THAN 24 INCHES WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE NOT LESS THAN OF 20 INCHES BY 30 INCHES, AND LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. EXCEPTIONS: I. THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE CAN BE SERVICED AND REMOVED THROUGH THE REQUIRED OPENING.. 2. WHERE THE PASSAGEWAY IS UNOBSTRUCTED AND NOT LESS THAN 6 FT HIGH AND 22 INCHES WIDE FOR ITS ENTIRE LENGTH, THE PASSAGEWAY SHALL BE NOT MORE THAN 50 FT LONG. 2. ELECTRICAL REQUIREMENTS 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 IN ACCORDANCE WITH CHAPTER 39. EXPOSED LAMPS SHALL BE PROTECTED FROM DAMAGE BY LOCATION OR LAMP GUARDS. 3. PROVIDE 2x12 PLATFORM W/ 2 -LAYERS 34' PLYWOOD ATOP BOTTOM CHORD OF MFG. TRUSS THAT MEETS THE REQUIRED CLEARANCES. USE R-49 INSULATION UNDER PLATFORM. (1 -LAYER OF R-35 HIGH DENSITY (10-1/4') 4 I -LAYER R-11 (3-1/2'). 4. NO AIR CONDITIONING TO BE INSTALLED IN ATTIC. 5. PROVIDE GALVANIZED MT. DRAIN PAN WITH WET SWITCH. PROVIDE CONDENSATION LINE FROM FURNACE TO EXTERIOR FOR DRAINAGE. 4X12 ROOR�MING PLAN THD26 HANGERS PER TRUSS MFG. 3) 2x6 007'F NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER. STUD NOTCHING AND BORI - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/5 INCH TO FACE OF STUD. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION Lao • CITY OFT KWI LA APR 0 6 2017 PERMIT CENTER 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2 -2802-2R Data: 3-22-1l 4 WI IN 36' AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 7t6' LP® FLAMESLOCK® FIRE -RATED 058 SHEATHING VAPOR BARRIER FASTENED OVER THE SHEATHING USING SUFFICIENT FASTENERS TO PREVENT AIR POCKETS IN THE WRAP EXTERIOR WALL COVERING 2x6 •2 DP STUDS 0 16' .O.C. ATTACH STUDS TO TOP 4 BOTTOM PLATE WITH (3) 16d FRAMING NAILS. CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED WORIZ. AT THE TOP OF THE GYPSUM WALL ASSEMBLY AND THE BOTTOM PLATE OF A SINGLE STUD. INSTALL 2x6 WOOD STUDS HORIZ. AS CROSS -BRACING POSITIONED AT MID -HEIGHT OF THE WALL. tVa' TYPE 'X' GUS APPLIED VERTICALLY AND NAILED TO STUDS W/11114. 116' DRYWALL NAILS SPACED 8' O.C. JOINT COMPOUND TO SE APPLIED TO EXTERIOR FACE OF GWB IN (2) COATS TO EXPOSED FASTENER HEADS AND GWS JOINTS W/ A MIN. 2' WIDE TAPE EMBEDDED N THE FIRST LAYER. INTERIOR 16' O.G. 512' THICK NOMINAL 2.5 PCF DENSITY UNPAGED MINERAL FIBER BATT INSULATION FRICTION FIT BETWEEN THE WOOD STUDS MGz z z•ZZz✓TZZAMM..rrre AWKW z as .iMiti2ZR r..rru MMI Arr. . eu e20 ZAWM.&rtazn 'a' TYPE 'X' GUM APPLIED VERTICALLY AND NAILED TO STUDS W/MIN. DRYWALL NAILS SPACED 8' O.C. JOINT COMPOUND TO BE APPLIED TO EXTERIOR FACE OF GWB IN (2) COATS TO EXPOSED FASTENER HEADS AND GW5 JOINTS W/ A MN. 2' WIDE TAPE EMBEDDED IN THE FIRST LAYER. EXTERIOR DESIGN: INTERTEK LPB/WA 60-01 2x6 +2 DP STUDS 0 16' O.C. ATTACH STUDS TO TOP 4 BOTTOM PLATE WITH (3) 16d FRAMING NAILS. CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED HORIZ. AT; THE TOP OF THE GYPSUM WALL ASSEMBLY AND THE BOTTOM PLATE OF A SINGLE STUD. INSTALL 2x6 WOOD STUDS HORIZ. AS CROSS -BRACING POSITIONED AT MID -1 -EIGHT OF THE WALL. MIN. 7(e LPG FLAMEBLOCK® WI PYROTITE SURFACE FACING OUT EXTERIOR WALL COVERING: 1. FIBER CEMENT BOARD 2. T1-11 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING NO SCALE MIN. 6x6 PT POST 7G,' LP® FLAMEBLOCK® FIRE -RATED OSB SHEATHING OR 84? TYPE 'X' GUL SHEATHING SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE 8302.1 FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION 8302.11 • R302.12 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS B. I-IORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT TITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R302.1. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 403 HOUR FIRE -RESISTIVE DETAILS ATTIC VENTILATION AT LEAST 40% 4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. 51 12 AF50 ROOF VENTS (50 SQ. N. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x STUDS PER PLAN 7f4' SHEATHING EXTERIOR WALL COVERING PE EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE 8302.1 NO SCALE STAIR NOTES: PER IRC R3IL1 • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND norm✓►. • ALL USABLE SPACE UNDER STAIRS TO BE i HOUR CONSTRUCTION. • MAXIMUM RISE TO BE 1-3/4'. • MINIMtM RN TO BE 10'. • MNIMIM HEAD HEIGHT TO BE 6'-8'. • MNKMIM STAIR WIDTH TO EE 36'. • PROVIDE CONTRIOUS HAND RAIL 34' TO 38' OFP TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. • PROVIDE GUARD RAILS AT LAND1NG1S, OPEN SIDED WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES • MIN.`36' HIGH WI CLEAR SPACE PER R312.1.1 AND R312.12 HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS I V4' NOR MORE THAN 2' N CROSS SECTIONAL DIM. • WINDING TREADS PER IRC 8311.1.82.1 • SPIRAL STAIRS PROVIDE MN 1112'RtN•APONT 12' FROM WHERE TREAD IS NARROWEST PER IRC R311.1.10.1 4' SPHERE SHALL NOT PASS THROUGH 4 .0. CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC ON OPEN SIDE I' PT RISERS .74 P.T. 2X12 TREADS TO STRI! 36'X36a1N. COIF HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR HANDGRIP PORTION OF HANDRAILS OF' I MN. 4 2' MAX. EDGES SHALL HAVE HAVE CIRCULAR CROSS SECTION A MRN. RADIUS OF tb'. ALL REWIRED GUARDRAILS TO BE 36' MN. M HEIGHT OPENNGS FOR I/EQUIIeD GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW �AS IE: 4 NOBS (i02m) TO PAW/1411 OUCH. PER N O�SIN�G 1 MAX r m 4 6' SPHERE UNABLE TO PASS THROUGH OPENING BELOW STAIR INSTALL 1,3' Gue a CEILING, AND WALLS (3) 2X12 STRINGERS FIRE SACKING; • Hip -SPAN AND N STUD WALLS ALONG AAD N lit WITH STRINGERS IF AREA MOM 2X4 THRUST OLOGK STAIRS IS UFNII P INTERIOR DECK JOISTS PER PLAN DBL JST MTh. HANGERS AT EA. STRINGER 3-2X12 P.T. STRINGERS 12 zk%4 a1 :sem t TOOK•• CTIA: NT ' �r" YWOOD SUS-FLR. QED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) itLtLtL Lt t)VI/f/i/i1j111i/ 1111111j11111111111 R -SO INSULATION GARAGE USE 1/2' GWS ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWS GRADE "� \�NSUL 22.V422222.2S1S22ell STUDY $E AL STAIR DETAIL AND NOTES COMPOSITION ROOF W/ 30* INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. 89052.85 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. RR2gflflRflRB2flflIl4QH.9flgQflQflQQQQBBflQBflfl4S�IflflQflM442flflflflR244gQQ4QQ4flflflQ42244! PROOt'1 2 TYP. INT. WALL (2' 2x44TOP 1E 1/2x4' O.0STU.D 0 6 2x4 SOT. IE UTILITY K I TGHEN FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB -PLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) X 1^4.1.G. MASTER 5ATH NOOK R-38 HIGH DENSITY INSULATION a FLOOR IMANSNQC8/ T1(� R -SO INSULATION 44. rrrrrrrrr! rr Fl STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON -SEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. . 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. BUILDING SECTION 3/S"= I' -G GRAIALSPAGE �irilirrrrrrrrr 007 €1 COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED NO SCALE 2x SCREENED EAVE VENT BLOCKS W/(4) 214' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE I' MIN. AIR SPACE. TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS 0 16' O.C. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION WI CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. SD 4' BARS 18' O.C. RECEIVED CITY OF TUKWILA JUN 062017 PERMIT CENTER REVIEWED FOR 4' CONCRETE SL DE COMPLIANCE SLOPE TO DRAB` APPROVED TIGI-ITL IN FOUNDATION DRAIN: JUN 2 8 2017 • RADE City of Tukwila BUILDING DIVISION 4' DLA. PERF. PIPE SHALL SE PLACED ON A MIN. OF 2' OF PEA GRAVEL FILL 4 COVERED W/MIN. 6' OF PEA GRAVEL FILL. GRAVEL SHALL EXTEND MIN. 1' BEYOND THE OUTSIDE EDGE OF THE FOOTING AND MIN. 6' ABOVE THE TOP OF THE FOOTING 4 COVERED W/ FILTER FABRIC. z w •; 04 41 z a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2 -2802-2R 3-22-1'1 5 J. • MIN. 6x6 PT POST 7G,' LP® FLAMEBLOCK® FIRE -RATED OSB SHEATHING OR 84? TYPE 'X' GUL SHEATHING SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE 8302.1 FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION 8302.11 • R302.12 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS B. I-IORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT TITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R302.1. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 403 HOUR FIRE -RESISTIVE DETAILS ATTIC VENTILATION AT LEAST 40% 4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. 51 12 AF50 ROOF VENTS (50 SQ. N. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x STUDS PER PLAN 7f4' SHEATHING EXTERIOR WALL COVERING PE EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE 8302.1 NO SCALE STAIR NOTES: PER IRC R3IL1 • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND norm✓►. • ALL USABLE SPACE UNDER STAIRS TO BE i HOUR CONSTRUCTION. • MAXIMUM RISE TO BE 1-3/4'. • MINIMtM RN TO BE 10'. • MNIMIM HEAD HEIGHT TO BE 6'-8'. • MNKMIM STAIR WIDTH TO EE 36'. • PROVIDE CONTRIOUS HAND RAIL 34' TO 38' OFP TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. • PROVIDE GUARD RAILS AT LAND1NG1S, OPEN SIDED WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES • MIN.`36' HIGH WI CLEAR SPACE PER R312.1.1 AND R312.12 HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS I V4' NOR MORE THAN 2' N CROSS SECTIONAL DIM. • WINDING TREADS PER IRC 8311.1.82.1 • SPIRAL STAIRS PROVIDE MN 1112'RtN•APONT 12' FROM WHERE TREAD IS NARROWEST PER IRC R311.1.10.1 4' SPHERE SHALL NOT PASS THROUGH 4 .0. CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC ON OPEN SIDE I' PT RISERS .74 P.T. 2X12 TREADS TO STRI! 36'X36a1N. COIF HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR HANDGRIP PORTION OF HANDRAILS OF' I MN. 4 2' MAX. EDGES SHALL HAVE HAVE CIRCULAR CROSS SECTION A MRN. RADIUS OF tb'. ALL REWIRED GUARDRAILS TO BE 36' MN. M HEIGHT OPENNGS FOR I/EQUIIeD GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW �AS IE: 4 NOBS (i02m) TO PAW/1411 OUCH. PER N O�SIN�G 1 MAX r m 4 6' SPHERE UNABLE TO PASS THROUGH OPENING BELOW STAIR INSTALL 1,3' Gue a CEILING, AND WALLS (3) 2X12 STRINGERS FIRE SACKING; • Hip -SPAN AND N STUD WALLS ALONG AAD N lit WITH STRINGERS IF AREA MOM 2X4 THRUST OLOGK STAIRS IS UFNII P INTERIOR DECK JOISTS PER PLAN DBL JST MTh. HANGERS AT EA. STRINGER 3-2X12 P.T. STRINGERS 12 zk%4 a1 :sem t TOOK•• CTIA: NT ' �r" YWOOD SUS-FLR. QED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) itLtLtL Lt t)VI/f/i/i1j111i/ 1111111j11111111111 R -SO INSULATION GARAGE USE 1/2' GWS ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWS GRADE "� \�NSUL 22.V422222.2S1S22ell STUDY $E AL STAIR DETAIL AND NOTES COMPOSITION ROOF W/ 30* INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. 89052.85 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. RR2gflflRflRB2flflIl4QH.9flgQflQflQQQQBBflQBflfl4S�IflflQflM442flflflflR244gQQ4QQ4flflflQ42244! PROOt'1 2 TYP. INT. WALL (2' 2x44TOP 1E 1/2x4' O.0STU.D 0 6 2x4 SOT. IE UTILITY K I TGHEN FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB -PLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) X 1^4.1.G. MASTER 5ATH NOOK R-38 HIGH DENSITY INSULATION a FLOOR IMANSNQC8/ T1(� R -SO INSULATION 44. rrrrrrrrr! rr Fl STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON -SEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. . 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. BUILDING SECTION 3/S"= I' -G GRAIALSPAGE �irilirrrrrrrrr 007 €1 COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED NO SCALE 2x SCREENED EAVE VENT BLOCKS W/(4) 214' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE I' MIN. AIR SPACE. TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS 0 16' O.C. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION WI CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. SD 4' BARS 18' O.C. RECEIVED CITY OF TUKWILA JUN 062017 PERMIT CENTER REVIEWED FOR 4' CONCRETE SL DE COMPLIANCE SLOPE TO DRAB` APPROVED TIGI-ITL IN FOUNDATION DRAIN: JUN 2 8 2017 • RADE City of Tukwila BUILDING DIVISION 4' DLA. PERF. PIPE SHALL SE PLACED ON A MIN. OF 2' OF PEA GRAVEL FILL 4 COVERED W/MIN. 6' OF PEA GRAVEL FILL. GRAVEL SHALL EXTEND MIN. 1' BEYOND THE OUTSIDE EDGE OF THE FOOTING AND MIN. 6' ABOVE THE TOP OF THE FOOTING 4 COVERED W/ FILTER FABRIC. z w •; 04 41 z a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2 -2802-2R 3-22-1'1 5 N 110V S.D. / \ IO N S.D. / JI / / / , 1\ 3 1I0V &r1 / 118 SD. UPPER FLOOR !LTRIAL va°=rc• t5\1OO71 MAIN FLOOR ELTSICAL INTERIOR STAIRWAY ILLUMINATION PER SEC R.303.1 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. REVIEWED FO CODE COMPLIA APPROVED JUN 2 8 2017 C City of Tukwila BUILDING DIVISI DN ELECTRICAL KEY OVERHEAD<> CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) I LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. 1BACKU!BATTERY CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS L .A V UC • a CITY OF RECEIVED APR 06 2017 PERMIT CENTER 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed: 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2 -2802-2R Date: 3-22-11 6 GGFNER,AL STizUCTUizAL NOT -5 ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) DEAD LOAD 10 PSF WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE 8, : 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Ss : 1.5 - IBC FIGURE 16133(1) Sae :1.0,IE : 1.0,R:6.5 Co : 0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2015 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES 11A-IICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. USE MINIMUM F'c = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% t1.5% BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOUIN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW EARS (32 DIA.) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED EY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE PROTECTION SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS 11,2 11/2" 05 AND SMALLER) 2" (to AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DP2 OR BETTER POSTS DFn OR BETTER 2x FRAMING HFP2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA•GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 UN.O. MACHINE BOLTS TO BE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD AI90.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -V4 (Flo : 2,400 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS U.N.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN liz" DIAMETER. AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO. 0861 -R BEARING LENGTH SHALL NOT BE LESS THAN 11/2". DO NO7 CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING UJALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d to 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d 8" O.C. SWEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL EDGE NAILING OF 8d a 6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d a 12" OC. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR UNA. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS UNA. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 34" RATED SHEATHING (40,20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" OC. AT ALL 6UPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" OC. AT INTERIOR SUPPORTS. APPLY Irs" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" OC. AT SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12' 0.0. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED AND LOADS SHALL BE N ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. NE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SMALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT 81-101.1.N. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER. SHEAR LLALL SCHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 1" CDX 8d (0 6" 0.0. 5/8" a 60" O.C. QaII : 230 PLF A> OR OSB 1/2" CDX 8d e 4" 0C. 54" a 32" 0.C. QaII = 350 PLF F> OR 0S6 1/2" CDX 8d a 3" 0C. 5/8" a 16" 0C. QaII = 450 PLF © OR OSB USE 3x STUDS AT ABUTTING PANEL EDGES 4 STAGGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION I NOTES 1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" 0.0. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 23043.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A153. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE. WASHERS TO BE 3" x 3" x 14" PER IBC SECTION 230832 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTT1 AI53. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH IBC SECTION 23063. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d a 12" 0.C. STAGGERED. 14; 54 LVL 4x10 •••••----ts \\x‘‘,. ...`, &rs. \ No.s.N2- -..../ i 7 i G i i J '----I DSC$ - AIRDER To TOP PLATEN I 4P/r LSTA30 - 140R 4 BILL TO 3x E1.00KNG: MP. 2 PLACES) C LSTA30 - HDR 4 511_I TO 3x BLOCKMG: (TYP. 2 PLACES) C L UPPER FLOOR A = 1,558 SQ FT ,„„ ,.A LSTA24 - BEAM TO TOP PLATE x 1114 LVL �► `� 51's x 12 GLB 77, 7 81'412 GLB 0 MAIN FLOOR A = 1,244 561 FT 514x114LVL ,77,,,7,7, C„,,,,,,,,,,,,, A : 3T1 SQ FT 51ix15GLB 4x12 i STEM WALL 21-0” 80 4 4 as CONTNUOUS FTG. REINFORCEMENT I'-0" j, MINIMUM 4•. 2 4 MAX. I STEPPED FOOTING DETAIL SCALE( ,. • 11-0. MSTC40 HOLDOUN. ALIGN WITH EMBEDDED STHD TYPE HOLDOUN BELOUL SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COI'trMCN MEMBER OR BLOCKING SHEATHNG 4 NAILING PER PLAN. MATCH WALL ABOVE UN.O. b1-0" MAX ;Sid a Ib" 0.C. SOLE PLATE NAILING. 34' SUBFLOOR (3) Sd JOIST -TO -TOP PLATE UN,O MAINTAIN Mk i>i' EC DISTANCE. 2 x b STUD • IS' Oa USE DBL STUD a ENDS OF SHEAR WALLS 4 HOLDOIWS. 2x NAILER AND PT SILL w/ 411"4 ANCHOR BOLT 4 31 X 3u X 4' `WASHER AT 51.0' 0.0. UNA. FINISH �E IS" MN • STHp TYPE HOLDOUN PER PLAN. "4BAR a10"0.C.-HORIZ 2I-0" '4LBAR a 1+" O.C. - vERr. MAX FINISH GRADE +4 BAR CCNTMUOUS MUM " (TYP.) MNNUM 2 CRIPPLE WALL WITIH BACKFILL FOUNDATION SCALE= s' • r-mr RECEIVED CITY OF TUKWILA APR 06 2017 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION COPYRIGHT 2016, SEGA ENGINEERS '0) 0 0 co a a '-I 0 03134 .m � v a a a LU z STRUCTURAL CzENERAL 51 JOB 11-016 d lis" RATED SHEATHING Sde6"0C. (4" 0C. SIM) 1/2" RATED SHEATHING 8d a 6" 0.C. 2x 2x VENTED BLOCKING. END NAIL TO TRUSS e EACH END w/ (2) 8d. SHEATHING AND NAILING PER PLAN OR SCHEDULE. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING _Amur 141 FRAMING ANCHOR EACH TRUSS. USE 1410-2 AT DBL TRUSS. GABLE END TRUSS. TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d a 6" 0C. STAGGERED 2x FRAMING PER PLAN. (BEAM AT SIM) TYPICAL ROOF FRAMING CONNECTION SCALE: IN • 1'-0" DBL 2x TOP PLATE. LAP SPLICE 4'-0" MN. 4 NAIL w/ 16d e 6" 0C. STAGGERED. SHEATHING 4 NAILING PER PLAN OR SHEAR WALL SCHEDULE. A35 e 48" 0.C. (USE 24" 0C. AT SIM) 2x BRACE PER TRUSS SUPPLIER OR 48" 0C. SECURE w/ A34 EACH END. 2x FRAMING PER PLAN. (HEADER a SIM) ROOF FRAMING 6 GABLE END SCALE: 1" • i'-0" EXTERIOR SHEATHING PER PLAN OR SCHEDULE 8d*4"0.C. 2x BLOCKING w/ 1661 6 8" 0C. lis" RATED SHEATHING lis" RATED SHEATHING w/ Sd 6 4" 0C. TO FRAMING NOTE: TRUSS TO DEVELOP CAPACITY OF CONNECTOR 2x BLOCKING w/ (2) Sd TO STUD EACH END RAFTER OR TRUSS PER PLAN w/ (2) 8dTO 2x BLOCKING DBL 2x TOP PLATE. (BEAM AT SIM) 2x STUD PER PLAN NOTE SEE ARCH FOR FLASHING REQUIREMENTS. LOUDER ROOF FRAMING 6 SHEAR WALL SCALE: I" • l'-0" 2x STUD (NOT 6 SIM) CONNECTOR STRAP PER PLAN. NOTE: INSTALL CONNECTOR PRIOR TO PLACING COMMON TRUSSES DRAG STRUT CONNECTION SCALE: 1" • 1'-0" MSTC HOLDOWN STRAP PER PLAN SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SOLE PLATE NAILING. USE 16d 6 16" 0C. MN. SOLID RIM JOIST (3) 8d JOIST -TO -TOP PLATE UN.O. MAINTAIN MN. Ills" END DISTANCE. 2x FRAMING PER PLAN. (BEAM AT SIM.) 34" SUBFLOOR JOIST PER PLAN 2x DBL TOP PLATE. LAP SPLICE 4'-0" MN. 4 NAIL w/ 16d a 6" 0C. STAGGERED. TYPICAL FLOOR FRAMING CONNECTION SCALL:: I" • 1'-0" 2x JOIST PER PLAN SHEATHING 4 NAILING PER PLAN OR SCHEDULE. 2x FRAMING PER PLAN. (BEAM AT SIM) Sd a 4" 0.C. 34" SUBFLOOR 2x BLOCKING w/ A35 FRAMING ANCHOR AT 6" 0.C. TO TOP PLATE. FRAMING AT INTERIOR SHEAR WALL SCALE: 1" • 1'-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE 'SIMPSON' 'HOLDOU.W PER PLAN 16d a 4" 0.C. SOLE PLATE NAILING. 8d a6"O.C.LINO " SUBFLOOR JOIST PER PLAN LUS210 HANGER BEAM PER PLAN SHEAR WALL FRAMING AT FLUSH REAM 62.0 SCALE: 1" • I'-0" l/s" RATED SHEATHING 4 NAILING PER PLAN. 16d 6 8" 0C. SOLE PLATE NAILING. SOLID RIM JOIST 34" SUBFLOOR JOIST PER PLAN BEAM PER PLAN. SHEAR WALL FRAMING AT BEAM SCALE: 1" • 1'-0" Sd e 6" 0C. SUBFLOOR PER PLAN AC POST CAP 4x4 PT POST (4x6 AT SPLICE) NAB ANCHOR (ALT. 434 ANCHOR TWO SIDES) FTG PER PLAN --\ A FINISH GRADE 2x BLOCKING w/ (3) Sd TOE -NAIL TO 4x BEAM 4 (2) 8d TO JOISTS. JOIST PER PLAN .197 agf . • D .A — D A 12" MN. 18" MIN. 10 FLOOR FRAMING AT CRAWL SPACE SCALE: 1" • I'-0" SHEATHING '4 NAILING PER PLAN OR SCHEDULE 16d * 8" 0C. SOLE PLATE NAILING. 8d * 6" 0.C. UNO /-34" SUBFLOOR �r►►. j JOIST PER PLAN LUS 210 HANGER BEAM PER PLAN TRUSS PER PLAN. LUS HANGER BY TRUSS SUPPLIER 11 SI -EAR WALL FRAMING AT BEAM 2.0 SCALE: 1" • 1'-0" DBL 2x TOP PLATE HDR PER PLAN. TRIMMER STUD(S) KING STUD LSTA STRAP PER PLAN. CENTER ON TRIMMER OR KING STUD. (TYP) 2x SILL PLATE-� lis" RATED SHEATHING 4 NAILING PER SCHEDULE. 3x BLOCKING 51 -TEAR WALL FORCE TRANSFER DETAIL SCALE: I" • 1'-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE 2x PT SILL w/ ANCHOR BOLT 43"x3"x14 WASHER PER PLAN OR SCHEDULE. USE 5/84) 9 60" O.C. MN. FINISH GRADE OR SLAB ON GRADE fi 6" MIN - STWD HOLDOWN PER PLAN 1'-6" MIN17i 2x STUD PER PLAN. USE DBL STUD AT END OF SHEAR WALLS 4 HOLDOWNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. SEE PLAN FOR TOP OF CONCRETE AT SIMILAR 4" SLAB ON GRADE OVER MN. 6 MIL VAPOR BARRIER 4 '4-8" —1 1'-4" FOUNDATION AT SLAB ON GRADE SCALE: I" • I'-0" *4 BAR - HORIZ. *4 [BARB 24" 0.C. - VERTICAL #4 BAR CONT. 2x STUD PER PLAN. USE MINIMUM (2) 2x STUD 6 ENDS OF SHEAR WALLS 4 HOLDOWNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING. 6" MIN. (NOT 6 S.O.G.) FINISH GRADE 12" tIIAX. (5.0.G. a SIM) 1'-6' MIN 2'-6"MAX. 16d*16"0C.SOLE PLATE NAILING. 34" SHEATHING ANCHOR BOLT w/ 3"x3"x14" WASHER SEE SCHEDULE FOR SIZE 4 SPACINGJISE V. AT 60" O.C. UN.O. 2x PT SILL 8.. AR - HORIZ. STHD HOLDOWN PER PLAN. *4 [ BAR o 24" O.C. - VERT. *4 BAR CONTINUOUS 1'-4" FOUNDATION AT CRAWL SPACE SCALE: 1" • 1'-0" LSTA24 STRAP (FAR SIDE) 2x TOP PLATE HDR PER PLAN. EXTEND OVER PANEL TO KING STUD. MINIMUM 10'-0" MAXIMUM TOP OF STEM WALL ELEV. VARIES STHDI4 HOLDOWN UNO • . • ♦ . NAIL SHEATHING TO HDR w/ Sd 6 3" 0C. EACH WAY. FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d AT 3" 0C. . . : ; (2) 2x STUDS (TYP) • REVIEWED FOR • :: /-244x " BIFLORECKQIUNGeDM. i�e�s�1FDAEPCOOLEIADNCE• • • ♦ . • 4 4 . . . . . . . . . • .i •* .♦ •* *• •• 1. . . ♦ • . JUN 2 8 2017 • 1/2" RATED SHEATHI (24 ► '- ila NAIL w/ (2) ROWS Sd g' 'jIQDIVISION ;'i PANEL EDGES. • (2) 2x PLATE. (NAI RECEIVED 1TY OF TUKWILA • ♦ . • SHT'G TO EA PLATE) APR 0 6 2017 PERMIT CENTER 2x PT SILL (2) 3/84 ANCHOR BOLT w/ MIN. -1" EMBEDMENT 4 3" x 3" x 14" GALVANIZED E WASHER. FOUNDATION PER PLAN. MIN. 8" THICK STEM WALL w/ *4 BAR HORIZ. TOP 4 BOTTOM. PORTAL FRAME PANEL SCA NCNE p 714r oar COPYRIGHT 2016, SEGA E INEERS 0 0 co b a Ti Ai co co 40 co . 22939 SE 292nd Place DETAILS 444.4-- a JOi311-016 ,„,,e