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Permit D17-0080 - MULTANI CUSTOM HOMES - LOT 3 SINGLE FAMILY RESIDENCE
MULTANI LOT 3 14411 45 LN S D17-0080 Parcel No: Address: C City of Tukwila C 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 0040000395 14411 45TH LN S Project Name: MULTANI - LOT 3 COMBOSFR PERMIT Permit Number: D17-0080 Issue Date: Permit Expires On: 8/1/2017 1/28/2018 Owner: Name: Address: PT HOLDING LLC 1700 23RD AVE S #100 , SEATTLE, WA, 98144 Contact Person: Name: PAUL MULTANI Address: 9524 S 237TH PL , KENT, WA, 98031 Contractor: Name: MULTANI CUSTOM HOMES LLC Address: 9524 S 237TH PL, KENT, WA, 98031 License No: MULTACH891NR Lender: Name: PAUL MULTANI Address: 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 371 SQ FT ATTACHED GARAGE. PUBLCI 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: R-3 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 1 Permit Center Authorized Signature: Date: ✓ { * b� 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. Signature: Print Name: - 0/11 -Ai Date: 1r V 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. 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 writing to the Public Works Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW-THROUGH SYSTEM. Backflow device is optional if a FLOW-THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector. 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.) 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) 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) 26: Fire hydrants are required as detailed in City Ordinance #2052. 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) 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) 0 0 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 shallbedone 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. 0 0 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. 0 0 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 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 TUKMA Community DeveloRint Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combination it No. I%-1 WO 0 Project No.: Date Application Accepted: Date Application Expires: (For of ice use on/v 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: ,44,1-1_' 45- 1-51772 v 4,41 - King Co Assessor's Tax No. /440 PROPERTY OWNER Name: l A_ - l An M c M P t ' Name: 14J ni X'5m �Le Address905 , 3 fz_. City:k - State:MA Zip:c g 7/ CONTACT PERSON — person receiving all oxt , communication Name: l A_ - l An M c M P t ' Address: � n City: w_� State Zip q g a I City: State: Zip: Phoneta 6 4144 Fax: Etna": FYID ( MkA OoknAlo_iiefimq11,rti GENERAL CONTRACTOR INFORMATION Company Name: iernni 64 91-B44 x1 AddresT 0 , 5. f `/ ' N / j f C _ City: w_� State Zip q g a I Phone /. 9 6 Fax: (f /,0 b V j xp Date: Contr Rego :, Oung-eif Tukwila Bus ness License No.: ARCHITECT OF RECORD Company Name %, _ / , 7 n j I/(� �y'r`►_ V/�)% ' Architect Name: Address/) ll l }�/A' vi $ —` 0 /v r i State:1el Y7 ,14' Zip.9J?, CitY thr4i/,-t l Phone 7 y eggfg ,, it Fax: Email' ENGINEER OF RECORD� �j Company Name: Z'7 t Tii^ t// f%Q iii . Engineer Name: Address: q Q i2 $ ,,,9_,” PL._— City141nCQ D G�}�V[a tatg: Zi)ND t I 1-v�/r-- C) 5 PhoneSO &RC, 10/ 9_ Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name:-iAkAL Y i,l tOG n,— C Address: C���� City: State: Zip: H:\Applications\Porms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11 .docx Revised: August 2011 bh Page 1 of 4 PROJECT INFORMATION — Valuation of project (contractor's bid price): $ Scope of work (please provide detailed information): DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement s, l floor ��� - 2nd floor ]O` / Garage �iil carport ■ Deck — covered uncovered ■l Total square footage 1 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 $ 757X17 J� fuel type: ❑ electric gas 1 furnace <100k btu appliance vent t) ven ilation fan connected to single duct 1 thermostat wood/gas stove emergency generator water heater (electric) other mechanical equipment PLUMBING: g Value of plumbing/gas piping work $ 077° '� 02 bathtub (or bath/shower combo) bidet f _ dishwasher floor drain lavatory (bathroom sink) I sink water heater (gas) lawn sprinkler system H:\Applications\Forms-Applications On Line \201 I Applications\Combination Permit Application Revised 8-9-I l.docx Revised: August 2011 bh clothes washer shower water closet gas piping outlets Page 2 of 4 PUBLIC WORKS PERMIT INFORfI'ION —. Scope of work (please provide detailed information): tr Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT kTukwila Water District #I25 ❑... Highline Letter of water availability p ovided SEWER DISTRICT ❑ .. Tukwila' • ?.. Sewer use certificate r ..Valley View ❑... Renton ...Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ .. Civil Plans (Maximum Paper Size — 22" X 34") ❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑ ...Hold Harmless — (SAO) ❑ .. Bond 0...Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -Of -Way Use - Potential disturbance ❑...Construction/Excavation/Fill - Right -of -Way ....El -or- Non Right -of -Way.. ❑ ❑ .. Total Cut ❑ .. Total Fill . Cubic Yards Cubic Yards ❑... Work In Flood Zone D... Storm Drainage ❑ .. Sanitary Side Sewer ❑... Abandon Septic Tank ❑ .. Trench Excavation ❑ .. Cap or Remove Utilities ❑... Curb Cut ❑ ..Utility Undergrounding ❑ .. Frontage Improvements 0...Pavement Cut ❑ ..Backflow Prevention - Fire Protection ❑ .. Traffic Control ❑... Looped Fire Line Irrigation ❑ .. 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 D Domestic Water ❑ .. Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ .. water ❑ .. sewer ❑ .. sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Pake 3 of 4 PERMIT APPLICATION NOTES PLICABLE TO ALL PERMITS IN THIS ':LICATION — Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY�:y,� R OR A TED AGENT: Signature: U y ` Print Name: IVAL.L_TAIAA' Mailing Address: / i • �� Day Telephone: City H:\ Applications\Forms-Applications On Line\201 I Applications\Combination Permit Application Revised 8-9-1 I:docx Revised: August 2011 bh Date: / 2v�5a/6�6� k4-- State Zip Page 4 of 4 w BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME /f tTAI/1/1 -3 PERMIT # i 7 � u d (@ 14411 45A LA/46 s) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250 (1) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention S6 Water/Sewer/Surface Water Seo/soo/i eoo Road/Parking/Access lobo A. Total Improvements 300 3. Calculate improvement -based fees: / B. 2.5% of first $100,000 of A. $7 S C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume f C cubic yards Enter total fill volume /0 cubic yards $ $1 (4) Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE v 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 TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 331 (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 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ (6) 7. Pavement Mitigation Fee $ The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. Approx. Remaining Years . '= el, Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) -', $10.00 15-10 (75%) $37.00 - $7.50 10-7 (50%) $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. $5.00 7-5 (33%) $194.50 for 1St 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. $3.30 5-2 (25%) $325.00 for the 1St 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof $2.50 2-1 (10%) $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101— 1,000 $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1St 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. • 10,001 — 100,000 $325.00 for the 1St 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 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 Last Revised 02/21/17 2 (7) (8) (9) 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 $ '�'' (6) r— (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Retaining Years RATE Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) 51 -100 $10.00 15-10 (75%) ' _ $7.50 10-7 (50%) 10,001 – 100,000 $5.00 7.-5.(33%) $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 :a&GRADING Permit Issuance/Inspection Fee Pot e Grading Permit Fees are calculated using the following table. Use i t the7greater of the excavation and fill volumes from Item 5. $ (8) FS 'QUANTITY IN CUBIC YARDS RATE ' 50 or less s $23.50 51 -100 $37.00 101 - 1,000 $37.00 for 15t 100 CY plus $17.50 for each additional, 100 or fraction thereof. 1,001 - 10,000 $194.50 for 15` 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 – 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 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 Last Revised 02/21/17 2 $ 5 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A.1 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 $ /o/3,-- / I. Other Fees $ Total A through I $ - (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ l! 7a f3 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 P1 .31.2017 Total Fee 0.75 $625 ,,,•4005 $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 $78 5 $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. DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY ;. PAID $16,311:72 D17-0079 . Address: 14407 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 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 CSYSTEMS r,L4 0 Cash Register Receipt City of Tukwila Receipt Number R12038 DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK $16,311.72 D17-0080 Address: 14411 45TH LN S Apn: 0040000395 $8,155.86 TECHNOLOGY FEE $223.90 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12038 R000.322.900.04.00 0.00 $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 CRWSYSTEMS Cash Register Receipt Receipt Number City of Tukwila 811230 DESCRIPTIONS I PermitTRAK ACCOUNT 1 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 I $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 I 0.00 $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 I 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 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ceec 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 4L2 TAN/ — .or -.3 Type of Inspection: 38 al 41)44. 76.4 k Address: ®ii{// 45 I1 I✓` S. Date Called: Special Instructions: CAIJ- 15,+-4.5 Date Wanted: /2491,29 a. L p.m. Requester: -/ Phone No: 7474 314 4751 tjApproved per applicable codes. []Corrections required prior to approval. COMMENTS: 'ea/ ��4 Inspector Date./2_ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. W:01 INSPECTION RECORD Retain a copy with permit IN ON NO. b►7-0e80 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj ct: . T of ins a tion: jii, It / beit i Aff- 0--/M91-- d[d,�r�esss: Date Called: Special Instructions: Date Wanteyl:a.m. /Z--6- 2-"lep.m. RequeJ:et o Phone No: - 3Ir 1-N?S-I Approved per applicable codes. Corrections required prior to approval. COMMENTS: T1cit'J4//its( Ce%M l ing-05 t 40K / P15 ta,..c,l+c)A4 gag - 4,) 4e,e1,1be-4. 7, Akrd ,1, Inspector. 3 Date:a 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 ton -008b PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P oj/e : MK I ami! -0 ''io Type of Inspection: .L F Address:{ ` ILILI 11 LIQ L-11) .5. Date Called: II a 1 Special Instructions: / ,/ Date Wanted: Vh ((�� a.m. `1 I U •m. Requester: /l3cvk Phone No: o20 0 t.t9 '415 Approved per applicable codes. Corrections required prior to approval. COMMENTS: i' I-�)� AzaAidt >,4 Date Il19-46 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 DP -00g) Project: ►"k4.L..-l- .% - tot 3 Type of Insp on: MeL bs�'I Address: /till11 X15 LA) . Date CaI Special Instructions: Date Wanted: m. r , D, 29 .2,5"- p.m. Requester, Phone No: 20tO— 3€.-1 -LOCI 4k 4).641,12 etS f 11V i' A Ir 11 pproved per applicable codes. IvtCorrections required prior to approval. COMMENTS: 1r r//1 ear, 1c[- M 1-- 4k 4).641,12 etS f 11V i' A Ir 11 * 12L-91r/e-P �l liS [ ug%/1) Apereirj)) * Cis Pe F L- r4 IOO C J L?S Lc l c11 d rtJ /194 ' /, " Inspector�CY 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 Tiebga Projec _,/�,,11 /1 Type of 7)1'i 010 Address: iggii 412-5 Date Ca . ,9A. 6 -.4(,,,a Special Instructions: p\Q `4(ilVd Date Wanted: �/Qy //ra:m: Requester: 40.5!,r . Phone No: Approved per applicable codes. Torrections required prior to approval. COMMENTS: e-4`‘ 'k Q _ ,in. 0 4 c --,,,J-, 010 —et An-ioNezoi . ,9A. 6 -.4(,,,a p\Q `4(ilVd 40.5!,r . S 11 �� -P Oate Q LI g FEE REQUIRED. Prior to next ins ection. fee must be REINSPECTION k 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 bi7-o�go Project:Type MuJ -�atli Lof.3 of Inspection: Meckav ;CAL F714F714 IV_ Address:. Date Called: Special Instructions:// SFR L.-0 3 Date Wanted tane• �s+tsc P.m. Requester Phone No: Approved per applicable codes. Corrections r�guired prior to approval. COMMENTS: (AL, F gAL 6145 Ps ei PLuvi, b tvirr F,AJ,4L.�-. /0 149u e zazdf-e_. Inspector /%O 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 ir7-co o Project: Iwo v► If. Type of Inspection: /C& y (16f Address: 7-�� Lctot ,_ Date Called: / �! Special Instructions: � 'Y J I (� C `��A prior le? pitspe4_10041 � r F�1 �' , Date Wanted: 3`.�_ .a.m 1 Requester: Phone No:. � _ q 67 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: P-18 Inspector: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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: Type of Inspection: AMU-- t1 SV A -?T' i 040CMAil 6DT- Address:Date /9 // 9�iiIv, -5 Called: ^� Special Instructions: Date Wanted: -2--2-to `I 6 Q. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: L OLA -77641 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. INSPECTION RECORD Retain a copy with permit b17-008-0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /A u� l ' Lo 3 Type of Inspection: Ret)614 IN y\ Ct miJo t.. Addie;s;, F l Ys - LN�, S1 Date Called: Special Instructions: Fp s(./ C t t. w/ 774 Date Wanted: ,2-2-0 - 16 a.m ' p.m. Requester: / 6( �vI Phone No: 266- 719 - I/ 757/ Approved per applicable codes. E Corrections required prior to approval. C • MENTS: (1,i< -- Rov -./X/ 3_vim' N(4- Inspector: 43s Date:; -Z018 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 Project: /?��� mil!/ L� f3 Type of Inspection: Aoti6P jN S. PiP# Address: /5;71 . /VV./7T h v Date Called: Special Instructions: • Date Wanted: i. ,`fa a.m. Requester: Phone No: 14,4 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: P V61 -IN Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 l?17-ao$� Project: muL / art 3 Type of Inspection: R0044 114, PLu mg AC - Address: /10 9'5114 LTC -', Date Called: Special Instructions: a:m Date Wanted:/ i t 7` Iii Requester: Phone No: toApproved per applicable codes. Corrections required prior to approval. COMMENTS: � - Rood .-lit f >3OY& ZK- (_R611vofk Inspector: S 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 Project: /'n)L71hv1 Type of Inspection: Address:``�,/� / ,, Date Called: I'/WI /.Ar . Z", Special Instructions: L61-3 ROOF SHEAVING LAI -L 51 -16A -M))46 -/51-f70-14...., ��_>?rrr%fps Date Wanted: a.m. 1.2.--2-q- 17 p.m. Requester: Phone No: C2ate- 3y?==?/7 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 01<— . or 9. 1JM- o/<— 1ZIVG— Ins pectora Date: 7 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 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Type of Inspection: lialjal g/LDt)i ICS r46--.. ni/L-l Address > %9�// : X-5 , Date Called: �a.mf� "� P.m. Special Instructions:0 ia•VER LCOR - p�//�/'� /iY6— . Date Wanted: f Requester: /Y/l/ Phone No: '01, -3V1 • 97$, (Approved per applicable codes. 0Corrections required prior to approval. `COMMENTS: cM ManacoR 4745,440149 - Inspector: ' 19 --- Inspector: Date: /J -z / 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 p/7-do8' Project: ML/LTA/ Goi 3 Type of Inspection: Peark'i$45Y-: i'jQIN Address: /Y51/49 /67 IJY, S, Date Called: Special Instructions: Date Wanted:a.m. /f,22 /71C-77\11. Requester: �4 A/1 C Y7,n9' Phone�No 060, 799-1-75-/ 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /Per' /Well Inspector: Date: t -ti 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 INSP TION N0. Di7-0060 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: ?iI uiTAAJ I Type Inspection: to r il& bi2ii /*is Address: %gg4/fl 1/(774 !' Date Called: rtd: Special Instructions: bra Date W t e211%7 m. Reques r: A-tl L. Phone No: ZO6.6521-647 Approved per applicable codes. EJ 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 NO. INSPECTION RECORD Retain a copy with permit biz- 606a 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: fit/WI-AA' i Ty f Inspection: t AJtA1io9 / ' / WAIL Address: i�r ilt 4,S"�°� tJ S Date Called: Special Instructions: �� 3 Date Wait E � 1 � a.m: ID. Request : Phone No: Approved per applicable codes. El 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 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 J i7-cono Proj�eco� : / t',/i1 crAAJ'- Type �f-� spection: Address: %U %f 4C ZNi. Date Called: Special Instructions: , %fly J• Date Wa to / % 7 m. Request : Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date /k/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. (Bcrkitom'Northw i) (425) 277-2888 Backflows Northwest, Inc. BACKFLOW PREVENTION ASSEMBLY TEST REPORT WATER PURVEYOR KCWD #125 ACCOUNT # ASSEMBLY ID/FILE #/UTILITY DEVICE # Meter # NAME OF PREMISE Multani Custom Homes LLC Commercial I] Residential SERVICE ADDRESS 14411 45th Lane S. CONTACT PERSON LOCATION OF ASSEMBLY Garage wall - Code 1234 Tukwila PHONE 206-501-6467 ZIP 98168 DOWNSTREAM PROCESS Fire DCVA [Xi RPBA NEW INSTALL r-) EXISTING !X1 REPLACEMENT [ Ii REMOVED ❑ APPROVED ASSEMBLY? YES X] NO MAKE OF ASSEMBLY Ames MODEL 2000B SERIAL NO. 33325 SIZE 1" PVBA Li OTHER OLD SER.# PROPER INSTALLATION? YES iX NO L INITIAL TEST PASSED iX FAILED _ 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 IXt LEAKED [I 2.0 PSID CLOSED TIGHT X1 LEAKED 1.5 PSID #1 CHECK PSID DID NOT OPEN L j AIR GAP OK? NEW_ PARTS AND REPAIRS CLEAN REPLACE PART L✓ �_; CLEAN REPLACE PART r..[ ._ _ D. CLEAN REPLACE PART I I E CHECK VALVE HELD AT PSID _"1 ❑ LI ❑ _--- i ❑ _ LEAKED ri L_' ❑ ,; ❑ CLEANED __ REPAIRED 11 Li 0 ❑ ;_i LI TEST AFTER REPAIRS PASSED E? FAILED CLOSED TIGHT `_1 LEAKED ❑ PSID CLOSED TIGHT LI LEAKED Li PSID RV EXERCISED ill 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 Li SOV#1: REMARKS: SEPARATION Open 11D Closed PASS ri FAIL [^; SOV#2: Open r Closed ❑ TESTERS SIGNATURE: (4114 LINE PRESSURE 80 PSI CONFINED SPACE? CERT. NO. B5225 TESTERS NAME PRINTED Chris Sutton DATE 11-13-18 TESTERS PHONE # 425-277-2888 REPAIRED BY: FINAL TEST BY: CALIBRATION DATE 10-12-18 LIC NO. CERT. NO. DATE DATE GAUGE # 09180885 MODEL 845-5 SERVICE RESTORED YES I certify that this report is accurate, and I have used WAC 246-290490 approved test methods and test equipment. INSPECTION NUMBER. INSPECTION RECORD Retain a copy with permit ----Q'ci /7- --5— PERMIT --5-- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 61 Project: '5(1 m (��� - Type of Inspection) d. Address:, (44 ' Monitor: cContact Person: Special Instructions: et/( G ---- Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood &Duct: Monitor: 41 ery et/( G ---- 5 ✓ / irI t Occupancy Type: Fl ( (v1 ' 614:— Needs Shift Inspe ction:_ .%`� Sprinklers: Fire Alarm: Hood &Duct: Monitor: (/: Pre -Fire: Permits: - T Occupancy Type: Inspector: itn C^--- — Date: /46 / S/( Hrs.: t $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)11- 0030 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type / �'C i( 'J 2 1 4 of Inspection: ell — /(4-1,;v — G�,va--e" Address: Suite#: / ,/77/t 9LOQ'- e: Contact Person: Special Instructions: . Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Z fril5c3 Date: 2/7i/y Hrs.: Sprinklers:, -; )1 c e: . -Hood &`Duct`- Monitor: .0 , ` , " ' Pre -Fire: Permits: — Occupancy Type: - ae coves 1 -/p( /,/' ( ,‘,- 2 . / 7u#9/ /_6 .°)A% f.Pr 2 , f — .1k2 �,--- f�SS 0 ' 1 1` Needs Shift Inspection: Z fril5c3 Date: 2/7i/y Hrs.: Sprinklers:, -; )1 c Fire Alarm: . -Hood &`Duct`- Monitor: .0 , ` , " ' Pre -Fire: Permits: Occupancy Type: Inspector: Z fril5c3 Date: 2/7i/y Hrs.: / - U $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 .F.D. Form F.P. 113 NE .L.SCHRIEVER, PE LAND DEVELOPMENT ENGINEERING 14525 148th Avenue NE (Ste 132) Woodinville, WA 98072 (206) 669-5218 off (425) 489.4168 fax t@civilsiteplan.com Lots 2, 3 & 5 Lai Short Plat Geotechnical Evaluation Report REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 7 2017 City of Tukwila BUILDING DIVISION CORREcTION LTR# PREPARED FOR: MULTANI CUSTOM HOMES, LLC May 22, 2017 Authored by: Tim Schriever, PE #22594 D i7- 00 00 RECEIVED CITY OF TUKWILA JUN 06 2017 PERMIT CENTER T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 t@civilsiteplun.com (206)669-5218 off I. : VI•5.3 "TI;) wtr,l' .14) 11,1i. rt,„13,,Lotg.3 V4lai Short Plat fes' r Geotechnical Evaluation Report 5/22/2017 .4 Page ii T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 t(c�civilsiteulnn.cam (206)669-5218 off Lots 2, 3 Ss 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 paulm ul tan i @hotmai l . com Property Owner: Multani Custom Homes, LLC Att: Paul Multani 9524 S. 237th Street Kent, WA 98031 206-501-6467 pawl multani @hotmail. corn Prepared by: Timothy L. Schriever, PE PO Box 33 Woodinville, WA 98072 206-669-5218 t@civilsiteplan.corn Date: May 22, 2017 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 t@civilsiteplan.com (206)669-5218 off Contents I. PROJECT OVERVIEW 1 A. STUDY SCOPE: 1 B. PROJECT DESCRIPTION- 1 C. INVESTIGATION SUMMARY' 1 A IL SITE CONDITIONS 2 A. SITE CHARACTERISTICS 2 B. PROJECT LOCATION. 2 i SA f� fi( C. SITE RECONNAISSANCE 3 f r D. SUBSURFACE CONDITIONS 3 A F ` 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 tp 6 F. RETAINING WALL BACKFILL ' ' 7 G. FOUNDATION AND RETAINING WALL FOOTING DRAINAGE 8 IV. PROFESSIONAL ENGINEERSCERTIFICATION 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 ttPcivilsitelllan.com (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 acivilsiteplan.com (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. 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) 5144th a S 146th St V1 Q 0 Foster-HI� S 144th 5t $ 148th sl c ca S16111St I. ai S 152ne S1 641 St S 14eth_ St 1'061' a,�i` 4443 South 144th'StreetS 144jh St rr > S :46th 1P g 15r1c:i$t Thoth -dyke, Elementary School a 0 • l S. 111 41 nth wycr .. . crystal Springs P9rkF k; S,. q Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page 2 •T.L. SCHRIEVER, PE, PLS, Lund Development Engineering PO Box 33, Woodinville, WA 98072 t tivilsiteplan.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 1(cccivilsitepian.tom (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 major site grading work on this project includes the following: Excavation for proposed residence structure foundations. Trenching for side 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 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 may 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 1'/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 on 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 1'/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. A "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 Page 4 • T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 t ancivilsiteplan.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, or 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 (FI: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 species 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 1Qcivilsiteptan.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 depth of 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 is 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 t(civilsiteplan.cam (206)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@civilsiteplan.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 1/2" to 1-1/2" 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 12" MIN. THICKNESS FREE DRAINING GRANULAR BACKFILL EXTENDED TO 18" BELOW FINAL GRADE SLOPE FINAL GRADE AT 1/2" PER FT. MIN. , 6' MIN. AWAY FROM BUILDING FINISHED CRAWLSPACE FLOOR 0 C•OWN OF PE" •I•E 4" PERF. FOOTING DRAIN TO POSITIVE OUTFLOW, 5=0.5% 4" SOLID DRAIN PIPE SLOPING 2.0% MIN. /),5jai:rvicgo 4" SOLID DOWNSPOUT 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) 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 GEOTEXT1LE 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 A' PO Box 33, Woodinville, WA 98072 i(a�civilsiteplan.com (206)669-5218 off IV. PROFESSIONAL ENGINEERS CERTIFICATION 9 . 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(a)tivilsitepien.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@civilsileplan.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 f gravel Cu < 4 and/or 1 > Cc > 3e GP Poorly -graded gravelf GRAVELS WITH FINES > 12% of fines' Fines classify as ML or MH GM Silty Silty t s h Fines classify as CL or CH GC Clayey glavelf°g,h SANDS 50% or more of coarse fraction passes No. 4 Sieve CLEAN SANDS < 5% fines`e Cu? 6 and 1 < Co < 3eSW Well -graded Sandi Cu < 6 and/or 1 > Cc > 3 SP Poorly -graded sand SANDS WITH FINES > 12% fines" Fines classify as ML or MH SM Silty sandg'h.' Fines classify as CL or CH SC Clayey sands°h' SILTS AND CLAYS Liquid limit less than 50 Inorganic PI > 7 and plots on or above "A" lined CL k,hn Lean clay PI < 4 or plots below "A" linej ML Siltk,l,m Organic Liquid limit -oven dried <0.75 OL Organic clay k t m u Liquid limit -not dried Organic siltk,t,m,o SILTS AND CLAYS Liquid limit 50 or more Inorganic PI plots on or above "A" line CH Fat clayk,t,m PI plots below "A" line MH Elastic siltk,t,m Organic Liquid limit -oven dried <0.75 OH Organic clayk,1m,p Liquid limit -not dried Organic cl ayk,t,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 tcdvilsiteplan.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 = D6o\D10 Cc = (D3o)2/(Dio)(D60) [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 z 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 z 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 S31ON ONb 1249 8Sn03 991,86 VM V1IMNt11 133H1S Htt't' 'S PPI tVld 1NOHS M ?owe? Wu) .1. Corm we reads wen wow aws acs 0 r g g I 1 52 g E m I 5x 1/ 11 114 41 rt 2 . d 4 1 illi 1 11Eli Wil d‹§X ,Il �J 1 112 hi o/a11ti 11 o!'gti ; 10i1§ W2 Rit il. 4 ( ifil Hp 1 1 ill i ! — . 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PENN Hot YMCA H.H, PHAN VOW/ ratia TITO TWN MD 133A TT obe W229 V2 LAI SHORT PLAT 4443 S. 144TH STREET TUKWILA WA 98168 STANDARD DETAILS CY) 02. 204 &44, - 44 .‘,440**/$3 - P. **VAN V*3310-Os-an • 11 oN mo Xeft BGLEOA RI5590 11O5-zots ,LL ODB SOO Soo* MI* lant ?'"War. Lit PIAN Se**. WA Sens CHEXIDBY: N.N. pHAN 01402 PROLNIat N.H. pooh • LAI SHORT PLAT 4443 S. 144TH STREET TUKWILA WA 98168 PROFILES AND- DETALS ,.. 0 , , ,.,,,, 4* :oit "I ...a* '..- i ` 'r7b,";''. ' . iiiui , C i . .. . . ,t.: .'. ,. .1, 4.... I. iii.,.. i rit 13 tb +I .. i • . t I , , - 4 1 . ‘ I fl , i ,• . • _. *-td.,'- . Xeft BGLEOA RI5590 11O5-zots ,LL ODB SOO Soo* MI* lant ?'"War. Lit PIAN Se**. WA Sens CHEXIDBY: N.N. pHAN 01402 PROLNIat N.H. pooh • LAI SHORT PLAT 4443 S. 144TH STREET TUKWILA WA 98168 PROFILES AND- DETALS n.. r4 Tars - _w WDM ag iF 15 (O c' 3 COMM 00 00 099390098 UPHI MUMP a?4_i$g=�aap_a2 a 9i0 if 4 I 11 111111;11 1sLIMv! F F F p a DATE TO RASSIDOIDESCAPRON ADM ISSUE DAM 815590 iF-15 2015 asotver, LH. PHAN Num Or. LH. PFWF CHEESED m: H.H. PHAN FNmwm H.H. PFW2 P8G� T C ATOMS* Oushanot WO . Wiuth $OWet taw 5100 T (2%O 2294472 LAI SHORT PLAT 4443 S.144TH STREET TUKWILA WA 96168 UTILITY PLAN § g� Ch Sph w 4 Zen -.r 0 g 1 a 1 aTE RENO= CONAK01 Issucom M5590 11-is•20i5 VeX,IMEY LH. PHAN ORAMST LH. PWW gyp: H.H. PHAN PPM WM H.H. PHAN :Map: ZOINC LAM CMeptiwWumbid" m+en sue Seuth MA tam leek 11110 T (19H I294w2 LAI SHORT PLAT 4443 S.144TH STREET TUKWILA WA 98168 ROADWAY / DRAINAGE PLAN AND SECTIONS prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information 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 approp number of additional credits are checked as chosen by the permit applicant. Authorized Representative • All!Climate°Zones, Efficient Building Envelope la R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U -Factor n/a 0.50 . Glazed Fenestration SHGCb'e n/a n/a Ceilingk 49i 0.026 Wood Frame WalI9.m." 21 int 0.056 Mass Wall R -Value' 21/21" 0.056 Floor 30g 0.029 Below Grade Wall°`" 10/15/21 int + TB 0.042 . SlabdR-Value & Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Date RECEIVED CITY OF TUKWILA APR 0 6 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. E12. 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. 03. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 04. Additions less than 500 square feet: .5 credits _ Table R406.2 Summary Option Description Credit(s la Efficient Building Envelope la 0.5 lb Efficient Building Envelope lb 1.0 1c Efficient Building Envelope lc 2.0 1.d Efficient Building Envelope 1 d 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 CODE COMPLIANCE APPROVED 0.5 JUN 2 7 2011 Il Il Il City of Tukwila BUILDING DIVISION 0 *1200 kwh 1.0 0.5 1.5 0.0 3.50 Table R402.1.1 Footnotes ,For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int'.= intermediate framing. a R -values are minimums. U -factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. b The fenestration U -factor column excludes skylights. The SHGC column applies to all glazed fenestration. ` "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. a 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. h 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. Window, Skylight and Door Schedule Project Information Contact Information L26,-2802-2 Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U -factor Ref. U -factor ENTRY DOOR 0.20 POWDER 0.28 DINING:ROOM 0.28 GREAT, ROOM 0;28 NOOK 0.28 NOOK 0..28 KITCHEN 0;28 STUDY 0.28 .BEDROO1\7'4 9.28.; BEDROOM 4. 0.28" STAIRS. 0.28 BEDROOM..2 0.28 MASTER`BED.ROOM 0.28 MASTER BATH. BEDROOM 3' 0.28 PLAYROOM 0:28. w. _PLAYROOM. 0.28. GARAGE/DWELLINGDOOR 0.20 _ Width Height Qt. Feet Inch Feet inch Width Height Qt. Feet Inch Feet Inch 1. 3 8 �1 2 5 _ 1 6 1' 12' 8 1 8, 1 55 5 1 3. 4 6 1 5. 5:. 1 5. 5 1 5 6 1' I 8 .1 5 4_ 5 4 ,1. 2 1 5._ 4:- 6 ;1, 2 8 6. 8 t Area UA 0.0 0.00 0.0 0.00 Area UA 20.0 4.00 10.0 2.80 36.0 10.08 96.0 26.88 48.0 13.44 25.0 7.00 13.5 3.78 25.0 7.00 10.0 2.80 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 a.� Overhead Glazing (Skylights) Component Description Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Ref. U -factor Width Height 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 0.00 473.8 129.64 Area 0.27. 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 0.00 473.8 129.64 .i • ' Sirnpi'e Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U -factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information L2628024 Heating System Type: 0 All Other Systems Contact Information O Hea Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions Tukwila Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions Skylights Instructions Insulation Attic Instructions R-49 - ---- Single Rafter or Joist Vaulted Ceilings Instructions `h Select R -Value I v Above Grade Walls (see Figure 1) Instructions — - .-- Floors Instructions R-21 Intermediate II R-38 Iv Below Grade Walls (see Figure 1) Instructions Select R -value I --�' Design Temperature Difference (AT) AT = Indoor (70 degrees) - Outdoor Design Temp 2,802 8.5 U -Factor X 0.30 U -Factor 0.50 Conditioned Volume 23,817 Area 474 X Area U -Factor X 0.026 U -Factor X No selection U -Factor X 0.056 Area 1>,67,1 _ Area Area 2;47.1, UA 142.20 UA UA 43.45 UA UA 138.38 U -Factor X Area UA 0.025 41.78 U -Factor X No selection Slab Below Grade (see Figure 1) Instructions (di Select conditioning I - No selection Slab on Grade (see Figure 1) Instructions Location of Ducts Instructions Select R -Value "r— Unconditioned Space Figure 1. Above Grade 8d. 1',67.T, Area UA F -Factor X Length UA F -Factor X Length UA No selection Duct Leakage Coefficient 1.10 Sum of UA 365.80 Envelope Heat Load Sum of UA X AT Air Leakage Heat Load Volume X 0.6 X AT X .018 Building Design Heat Load Air Leakage + Envelope Heat Loss Building and Duct Heat Load 31,525 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X I Maximum Heat Equipment Output 44,135 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace • Building and Duct Heat Loss X 1.25 for Heat Pump 46 16,827 . Btu / Hour 11,832 Btu / Hour 28,659 Btu /Hour (07/01/13) STRUCTURAL CALCULATIONS FOR THE MULTANI RESIDENTIAL PROJECT Plan L2B-2802-2 March 8, 2017 Job No.: 11-076 Location: Lot 3, Lai Short Plat King County, Washington Copyright 2017, SEGA Engineers RECEIVED CITY OF TUKWILA APR 0 6 2011 REVIEWED FOR. CODE COMPLIANCE APPROVED JUN 2 7 2017 City of Tukwila SEGA Engineers BUILDING DIVISION /Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 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 (VUit) KZt 1.00 Exposure B Seismic Design Category SDS Response Factor D 1.00 6.5 Cs= 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf 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 Roofing (Comp) 3.5 psf 1/2" OSB 1.8 2x @24" 3.5 Insulation 1.1 5/4" GWB 2.8 Misc. 1.5 14.2 psf LL FLOOR Snow, Pf Reduction, Cs 6/12 pitch = 27 deg 25 psf 0.00 (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 Residential 40 psf Total Deck Load 48.6 psf WALLS 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. LZNj - Z50Z_ f f — o7j , FIGURED BY 67A -r— (360) 886-1017 • Fax (360) 886-1016 CHECKED BY P1a2 e 4S7 R �- C3 )C.4c13)`)•7- )))q ' - (CLIIsm) (1L�_ 3,s5611 - DATE iLY.61/4 ,Sx DATE%h SHEET -Z. OF V CQ'ft /NS-- 5,11- o4 4s� 11,�}t���*�'�Z = 3z )o , ,,w FILA- G -g. y- -i (,got r nr s) t= (la) �j'y� t-1 oo �>; .S oo?1-r" 5-z �- 7.qi` %ins- c9- E-oK 73►ti. 2 Co'VEi fil f 2 C 54..)(4sNr).--- ), 44-soly (- -) (4.rir) q) -=31S o )— Arisi)(lickr/A)('i) K,7 V 1,4' /1,j T'U.ct" Copyright 2011, SEGA Engineers 3%Lx fI L L 1/L 3A›,111)1 t�✓�- -�- .5771-1 p t. • SEGA Engineers PROJECT / Structural & Civil Consulting Engineers LzM-ZBoZ JOB NO. 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY LL 73/vel Ki7 R-yu. /NOOK - C/ 40+8 t`C%40+8 ( p J,) � L CII+i Jl -c-(997IF) (97S''�� If -07L, FIGURED BY DAT /ZIi/ SHEET OF 1‘ 1' M _�-;its Ci(')(La,E/� cl 0,4g( /0. -)v“,(.0') -2- c40 0. -)v \,(.0r)zcop �L�oI.23 ,) L.33 xloM41nr1* T K w.l_. 7/////6� fr &t,t ' (/Z )(7 0,?J C4 }4-, ip1 - _56 o / 1( 4`'/)))CZt 431= 63W t'v 7 Ci(--.--v-z-)(50 Pin t -A00 f4 -F- („40 rwr qii1(0,(04w)(541j‹ v.4 ilio - -101')Z= Z10g5 Z 71 iu p 4 - i3r-t Or' 0 7SP>f ` (-4)(4 °Pi) + i o v'''T = � S c�►"'� it) "2)37°' Jit -05M1`)(7.1c Z� V - 9,1v- /).,S - 1' 644 51 1 - 4--1,7 3 nk� J`r o, t'a (; e 1' (7, l)2 = Copyright 2011, SEGA Engineers lAtoc-i s- SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010' JOB NO. LZM- 3 of )1--0-7 Le FIGURED BY 6,1,4-T T (360) 886-1017 • Fax (360) 886-1016 . CHECKED BY ff4 - i L - tAp Fidoox )'_11 _ b l'` - (Z (5cy1t) floc. ?oz- grIn = 41 ( (4rry)CSL)" 3, gbo4L ( u)(S ?pyy) tloo7`4L*-- (2t-A40,f)- Z3Sf"'f M - (4,1") ( ter )- )(0,z4"10) I ,) = zz_gsv$x/ Z ca �r r 1 5Y/_1I'/4 LVL 11 qz of AS(911) /1')Z} 002)-Sdi'/i(11')z- DATE /OA/ ) SHEET 4. OF P CV) i Z� rp t Fwt r�N7 l �' 7F 4 r= 4. V fi ` (z D (s �, t') 3111,-e1 4. (4-,4")(1')7-` 4 / Z.4 -b Copyright 2011, 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: 07/29/13 Sht. LATERAL LOADS - (Alternate ASD) SEISMIC Maximum Base Shear, V = F Sips W R where, F = 1.1 Two -Story Building SDS =1.00 Ss = 1.5 Fa = 1.00 R = 6.5 Table 12.14-1 W = Seismic Weight For W: Eq. 12.14-11 (Table 11.4-1, Ss > 1.25) Wroof= (30ft) (55ft) (16psf)+ (2) (30ft+ 55ft) (4.Oft) (9.5psf) = 33 kips Wfloor= (30ft) (58ft) (14psf)+ (2) (30ft+ 58ft) (8.5ft) (9.5psf) = 39 kips W total = 71 kips Design Base Shear , V = ( .169) (71 kip) = 12.1 kip E = 12.1 kip = 8.6 kip 1.4 WIND Design Wind Pressure, ps = X Kn Ps3o Eq. 28.6-1, Sect. 28.6.3 where, )� = 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 P30 = 17.7 psf 110 mph Figure 28.6-1 (ASD) Po _ 15 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 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) Vfib= (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 Vs/s= (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 Therefore, 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. U ' LATERAL LOADS - (cont'd) Distribute Seismic Loads Over Height Maximum Base Shear, V = 8.6 k FX = wx V (Eq. 12.14-12) W Froof = ( 32.9) (8.6 k) = 4.0 kip ( 71.4 ) Ffloor = ( 38.6') (8.6 k) = 4.7 kip ( 71.4 ) FX = 8.6 kip Copyright 2011, SEGA Engineers SEGA Engineers PROJECT / Structural & Civil Consulting Engineers LZ/al — Z. JOB NO. 1 { — 07u2 FIGURED BY 22939 SE 292nd Place • Black Diamond, Washington 98010 / ,y (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE / /t( SHEET 70F 1.414(.4- AfsiLj Skiac ALL_ Pc' ��_ 4 _ zk P" t-1`4- 57.1" 2 pio oy37.5, 4) -Is -01444i `i 9 fLr ^s't ,t lig/t �tOO!✓ = �� = z r Z(o• j' n 4- -' = 57Fr I 371'1` tie IS cI( \5 �.` 3i-7. t -`j'4 --Z31 ---- Et) e_ e_ 3-G42 VT)a-J'- /t r- 4) 3 Copyright 2011, SEGA Engineers S' 4 3, p' L. 5' :31' /g =0/7 L(p .3 l,snr S /g =0/7 L(p .3 l,snr S SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. LaM- Zoon j -c-07go FIGURED BY (3,4r (360) 886-1017 • Fax (360) 886-1016 CHECKED BY S� z 14 Q) Co #v .114-� -� "t"47VS-1 4,s' tdj'- jSa 1 = 3, ° 27111-jr‘ j ` I t �r = 32°CW' ( )(io')va4 141. - Lo' - Cy' 'r).Cr,'+C,' : jZf4 r •; I zz "/Z i : 4Z tc4` D Sty V -/A-64_ 11,1- A ' ) Vic. VZ (Zi (j' )00' (5v4.(1)i)4, C)))l} Jj (E) Jo, 4?"Y., 7 ; P41 z,1 3 fr ,'�--3" fit, DATE /17-4/i/ SHEET Q OF /Si d 23.5.1'-(044 36 o c. pL:J ?pit 8 kilo.- 6 1- (�Lt_n v. I R) R (4)(41 (jot Pik)} �s-)�-c')(/%of<Mt (s9004 )3- 3,0I7fr 5io Hhir, cir teor- Copyright 2011, SEGA Engineers X rot Iff. , SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY JOB NO. LzM -7 O7 FIGURED BY /4..,r CA 7 ) WiztvL "91L-- 27L It 4Uh 17" krcP e,/-s91.11//c/-- Pw' U1:- (1`--L)(10')(/(9, )---- -3/2 1)° o4 I `II '/` 3 17pC4 Z 3 Copyright 2011, SEGA Engineers DATE / �1/ SHEET/ OF (10,0)7-- Go,3%#' X �1=Zptit 91 is' N 7_,c,t32 �m13 /4)r SEGA Engineers /Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • FAX 886-1016 51-1€AR WALL KEY PLAN PROJECT L2M-2502 JOB NO. 11-016 FIGURED BY GAT CHECKED BY DATE 10/24/11 SHEET 10OF 10 SHEAR WALL SCHEDULE Mark Minimum Sheathing (1) Sheathing Nailing (1) Anchor Bolts (3) Remarks (4) 1" I1/2 I> > 1/2 OSB or CDX OSB or CDX 1/2 OSB or CDX See Detail 8d @ 6" o.c. 8d @ 4" o.c. 8d @ 3" o.c. 12/S2.0 for Construction I 5/8" @ 60" o.c. 5/8' @ 32" o.c. 5/8" @ 16" o.c. I Qall = 230 plf Qall = 350 plf Qall = 450 plf Use minimum 3x studs at abutting panel edges and stagger nails. Notes: 1) All walls designated " l>" are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.9.1. 2) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 3) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5" from each end of the piece. Embed bolts a minimum of 7" into concrete. 4) Allowable loads are permitted to be increased by 40% for wind design in accordance with IBC Section 2306.3. ROOF OVERHANG LESS THAN 10' TOPSOIL 5% MRL 4..i�"I%% :tom cu 1 11 I' - Ikt' WASHED MAN ROCK «SLOPE GRAVEL SUALE A MINIMJI OF Ix TO DRAIN I0' CR GREATER TO VEGETATED PORTION OF THE LOT. RETAIN ON 611E POSITIVE DRAINAGE NTS WIRE I1ESH SUPPORT FENCE (T0 LOCATED CN THE 11.1 SIDE CF THE FILTER FABRIC) FILTER FABRIC MAMMWASHED GRAVEL SAO:FILL AM ON BOTH SIDES FILTER FENCE FABRIC LINE FILTER MATERIAL IN Sxd2' TRENCH AND LEAVE MIN 2' E):POSED 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 pESHI SUPPORT FENCE FOR FILTER FABRIC 252' WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT SILT FENCE DETAIL NTS R•25' MIN. 6' Mk FOR RESIDENTIAL SINGLE FAMILY LOTS 4' TO 6' QUARRY SPALLS FOR RESIDENTIAL SINGLE FAMILY LOTS (2' 10 6' QUARRY SPALLS MAY BE ACCEPTED AT INSPECTOR'S DISCRETION) CONSTRUCTION ENTRANCE NTS NOTES: NO FENCE OTHER THAN WOOD FENCE OR SIMILAR SHALL BE ALLOWED AT EACH SIDE PROPERTY, TO ALLOW A MIN. 10' X DISTANCE BETWEEN STRUCTURES FOR FIRE RESCUE ACCESS. 41'-9' These plans ha` bee23reyiea,ed Works Department for con orm. ce 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: 41/11/r7 Ocibia it r7oO�o LEGEND: 0 0 0 - SILT FENCING AS REQUIRED = CONSTRUCTION ENTRANCE = STOCKPILED SOIL FILM REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 7 2017 City of Tukwila BUILDING DIVISION CITY OF TUKWILA CORRECTION JUN 06 2011 LTR# PERMIT CENTER SCALE 1:20 LAI SHORT PLAT LOT 3 COVERAGE CALC. LOT AREA■ PROPOSED STRUCTURE(FOOTPRINT)• DRIvEN1ALKWAY • LOT COVERAGE IMPERIOUS. CONTACT NFO. 1,415 SF 1,161 SF 433 SF 29.4:5 PAUL MULTANI 206-501-6461 PLAN 1_21B -2802 -4 - REVISED 6-5-11 8/1/2018 PAUL MULTANI 9524 S 237TH PL KENT, WA 98031 City of Tukwila Department of Community Development RE: Permit No. D17-0080 MULTANI - LOT 3 14411 45TH LANE S Dear Permit Holder: 0 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 9/2/2018. 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 9/2/2018, 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, kt. , /sit 1 R c elle Ripley Permit Technician File No: D17-0080 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 0L�l LANDMARK DESIGN, residential ❖ commercial ❖ interiors June 5, 2017 City of Tukwila Dejartment of Community Development RE: p17-0080 - Multani --Tot 3 - 14411 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 a landmarkplans.com. Co idially, Angela`: utts Landmark Design RECEIVED CITY OF TUKWILA JUN 062011 -PERMIT CENTER /\0•• 1202 Main St. #104\+Sum`er,'WA •s 98390 ' Ph: 253-826-7808 •: Fax: 253-826-4946: www.landmarkplans.com April 26, 2017 6 City of Tukwila Department of Community Development PAUL MULTANI 9524 S 237TH PL KENT, WA 98031 RE: Correction Letter # 1 COMBOSFR Permit Application Number D17-0080 MULTANI - LOT 3 - 14411 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 be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196=23-020) (BUILDING REVIEW NOTES) J. 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 • T 1a Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 5. Egress windows locataon the buildings minimum 5-foot side setbackt�-1ll 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 shall be allowed between buildings if applicable. Provide a note on the plan 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. o 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. D17-0080 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0080 PROJECT NAME: MULTANI - LOT 3 SITE ADDRESS: 1441145 LN S Original Plan Submittal X Response to Correction Letter # 1 DATE: 06/06/17 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: �-� -vii Building Division Public Works Fire Prevention Structural 0413 PtiPr 011 ❑ Planning Division C l Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 06/08/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required 111 (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 07/06/17 CI Notation: REVIEWER'S INITIALS: DATE: L ermit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0080 DATE: 04/06/17 PROJECT NAME: MULTANI — LOT 3 SITE ADDRESS: 14411 45TH LANE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # 'after Permit Issued DEPARTMENTS: 0.12 - Building Division bilM Public Works ittdC 0-t—t7 Fire Prevention Structural Coir- 01 Planning Division 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: Approved Corrections Required DUE DATE: 05/09/17 ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) El Notation: REVIEWER'S INITIALS: DATE: `Permit Center Use Only - - CORRECTION LETTER MAILED: 1k—Pe"Al Departments issued corrections: Bldg kr Fire 0 PW ❑ Staff Initials: 12/18/2013 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 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accep'ed through the mail, fax, etc. Date: 6 Plan Check/Permit Number: D17-0080 ❑ 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 3 Project Address: 14411 45 Ln S Contact Person: ANAL mi M Summary of Revision: Phone Number: 1-6-6- 5e -C, 4trq)A-PA RECEIVED CITY OF TUKWILA JUN 0 6 2011 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit _ Center by: Entered in TRAKiT on l"'� (`f 7 \applications\torms-applications on line\revision submittal Created: 8-13-2004 Revised: CiOof Tukwila CAITIFICATE OF WATER 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 le aldes eription showitz_hydranipeetion and size of Owner In ation Agent/Contact Person Name: 14,n �/4/ //19S l i Name: Address 5, 677 ( �� Address: Phone: .9r1/. �/r— % ztr Phone: This certificate is for the purposes of: Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): WATER DISTRICT 125 Date Part B: To be completed by water utility district 1. The/proposed project is within 2. IJCI No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: *LIK't-fit /Kris* * (City/County) N /A (Use separate sheet if more room is needed) 4.Based upon the improvements listed above, water can bee�pprovided and will be available at the site with a flow of i) T/ICw gpm at 20 psi residual for a duration of 2 hours at a velocity of ! fps as documented by the attached calculations. 5. Wat-ravailability: n 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. Ktr coi v,kiva2 c r 4` by le Agency/Phone 2c6_ 21_I2- ct54i1 RECEIVED CITY OF TUKWILA APR 0 6 2017 R By Datc 1xFIR(3-18) Attachment to Certificate of \Nater Availability King County Water District No. 125 The following terms and conditions apply to the attached Certificate of Availability ("Certificate") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a 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 e: - \ \ GV\,<A Date District Representative — Date 5" -Y -HT Residential Sewer UsGertif!cation �1 00 ��Sewa Sewage Treatment Capacity Charge To be completed for all new sewer connections, reconnections, or change of use of existing connections. Please Print nr Ti.•+.ft - 4541- s I pspperty Street Address l 14 /K W 16 /1/1,-- Vi CS. City State ZIP �J P6 Cf Z L Owner's Name )9Z- .wner's Mailing Address h/14 City( State ZIP b 41 Owner'hone Number (with Area Code) Property Contact Phone umber (with Area Code) Party to be Billed (if different than Owner): Name Street Address City State ZIP Residential Customer iPI ase check appropriate box: Equivalent (RCE) Single-family (free standing, detached only) 1.0 lb -Family (any shared walls): ❑ Duplex (0.8 RCE per unit) ❑ 3-Plex (0.8 RCE per unit) ❑ 4-Plex (0.8 RCE 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 ❑ No If yes, will this property have a Homeowner's Association? ❑ Yes No 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 vlAit 1(C V 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 gNo 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 El 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 given is correct. I understand that the capacity charge levied will be based on this information. I understand thatry deviati ma result in a revised capacity charge. e 2 Signature of Owner/Representative `� Date (4{ / 1 Print Name of Owner/Representative A-1/1.— ' 1M -t 1610_6969w_res_sewer_cap_chg_1057.indd White King County Yellow _ Local Sewer Agency Pink — Sewer Customer (Rev. 10/16) p,:asM r., ,.---- • ,i5tbiewAti•04 WrinINW 1r • .. _ ;..;.,.;.___ —7....,_ tr. i 172 ti, 11/-:,- -, , , pts1 q CT 3460 S 148th Suite 100 Seattle, WA 98168 Phone: (206) 242-3236 Fax: (206) 242-1527 CERTIFICATE OF SEWER, AVAILABI LITY1 NON AVAILABILITY Residential: $ 50.00 Commercial: ;$ 100.00 \Certificate of Sewer Availability OR 0 Certificate of Sewer Non -Availability Part A:;.(ToAlotoniplrotodilByAlip:Iicant..) Purpos of Certificate: Building,,Permit Shdrt DiViSion Proposed Use: Preliminary Plat or PUD :1 Rezone Or Other El Commercial 10sittentiasiivit Family tr:. ResidentiallhuN-Family El Other . • .. . .. .. : , . ,. Applicant's Name . liV Property Address 141 • Legal Description (Attach Map and legal Description if Necessary ); RECEIVED CITY OF TUKWILA APR 06 2017 PhoneNumber Tax Lot Number P47':uk30 .295- Part B: ( To be Completed bjSewer Agency a.A Sewer -Service Wiltbe providefty sidelsewerconnettion only•to an- xisting size sewer feet lion, the site andthe sewersysterh has the capatity to serve the proposed use. OR 0 b. Sewer service will require an improvement to the sewer system of: 0 (1). TT 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 El (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. Annexation 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: $ Either a Charge may be due upon connection to sewers. SFC: $ Unit: $ SS Permit $ (Subject to Change on January 1st) b. Easements: c. Other 0 Required Total $ /0-0 I —71-70e.u54/-c PC./r1"" WSSD or Midway Sewer District Connection em be Re uired 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 27 - Title <T5', /11 e Date ATTACHMENT TO VALLEY VIEW SEWER DISTRICT • CERTIFICATE OF SEWER AVAILABILITY/NONAVAILABILITY The following terms and (conditions apply to the attached Valley View Sewer 'Di(Strict fDisttict") Certificate of Sewer Availability/NorrAvailability CCertificatel 1.. This certificatelsvalidonlyfor the real propertyreferencedherein CProperty") which is In the Distriesservitearea, for thesole purpose of submission to the King County Department of Development and 'Environmental Services; Xing CountyDepartment &Public HORN City of 'Seattlei City triukwila, City ofautienand/OrCity OfSetTat. This certificate is between the :Dittridanthtiv applitant. only and no third person or 'party spell have any tights .hereunder whether by .agenty;thirdtparty.berrefitiaryprinCiples or othoevAg§4... A pttplt • Thi p Certificate creates ncYcontrattuallelatiOristigtetween the Di4trittairitlitheapplitcant and isuici'.ssOtsandiaSSigeiS 'and/dem 'mot ,constitute and Marrlotbeteliedupt as the iDistrIctsgerarantee that sewer servitete3evailableatthetime theapplicant, may -apply tathe"Disttitt for suth.servi:te,. . , - • • • 3. . As of. thedateof theDistricts signature orythis Certifitate„ the Distritt Jepresents that ser servitelsavailabletotheiPropetty throughsewersystems thatexistorthat may beextendedbytheapplic.ant, Theastrict Makes Arb- InerrapiMentatitnis, express or Implied, intluding.'without litnitation that the applicant Wlbe,obletoobtain thenecessary permits, approvelsandatithotizations iirorn,Anig County, City ,Of"Seattle; CitrofTukwillattityoltaarien„ 'City of Seatat Or any othergovernmentalizgencytelore the applicant cat,. utilize. the sewer servicelohichisthesublect of this -Certificate. 4. If the District or the applicant must exterietheDistridt 'sewer systerntoprovidesewer service to thelProperty„the District orapplitant may betequired to obtain from the approptiate 'governmental agency the necessary permits, approvals and autherizationciin addition; the governmental ;agency may -'establish requirements that must be satisfied as a condition. cif granting .any such permits, .approvals oT authozi2a1ons., whichmarmakeimpratticatorimpossibletheprovisionofsewerservicestothe,Property, .5. Application for and possible provision •of sewer: service to the:Property shall be subject to and conditioneduporkavailability.,of sewer !service to.; the -Property at thetime.of such....application, and Tompliance with federal; state., local ,antil Oittritt TWAMS4 !ordirt antes, polities, and/orregulatinns imeffect at the time of such application. I atknowledgethatthavenreivedtheCertilkatettSewerAvaildbility/Nm*Avellability vitie ithis cistawarent, and fiallyunderstandttre.iterrns- rintco'indiltion,s herein.. Applicant's signature Date • 'Reset For,rri . . PrintiForm, - MULTANI CUSTOM HOMES LLC Home Espanol Contact. Safety & Health Claims & Insurance 10 Washington State Department of Labor & Industries Page 1 of 2 Search L&I A -Z,, Index Help My L&I Workplace Rights Trades•& Licensing 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. MULTAC H891 N R Effective — expiration 08/19/2011— 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 $1,000,000.00 Policy no. BIS000014095 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 LL,Q 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 2017 "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. Page 2 of 2 © 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/Detail.aspx?UBI=603130842&LIC=MULTACH891NR&SAW= 6/29/2017 .3UiLDING 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 • 15 PSF WIND LOAD • 110 MPH WIND SPEED, EXPOSURE 'B', RISK CAT. iI TYPE: V OCCUPANCY GROUP: R-3 DESIGN CRITERIA: TABLE 83012(1) GROUND LOADSNOW WIND DESIGN SEISMIC DESIGN CATF.C�tiRY SUBJECT TO DAMAGE FROM WINTERFLOOD DESIGN T ICE SHIELD UNDER LAYMENT_ REQUIRED HAZARDS AIR FREEZING INDEX MEAN ANNUAL 1 SPEED (MPH) TOPOGRAPHIC EFFECTS SPECIAL WIND REGION WIND-BORNE DEMOS ZONE WEATHERING DEPTH LINE DEPTH /mint 25 110 16 8 16 DI/D2 MOD 18 SLIGHT- nJURISDICTION 12 PER LOCAL 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 (FROM MANUFACTURER) - MFG. TRUSS DESIGN AND LAYOUTS (FROM MANUFACTURER) SIT GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOiLS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAtPF SOIL BEARING OF J500 PSP. EXTERIOR FOOTINGS SHALL BEAR 18' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. MINIMA COMPRESSIVE SIMON OF CONCRETE i'ER TABLE R402.2 TYPE OR LOCATIONS CF CONCRETE CONSTRUCTION MINIMUM CCMPRESSIVE STRENGTH (Pb) AT 28 DAYS MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATIONS 4 OTHER CONCRETE NOT EXPOSED TO THE *AMER 2,500 p°1 BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS. 2,500 Del BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL. CONCRETE WORK EXPOSED TO THE WEATI.ER. 3,000 psi (5% to 1% air entrained PORCHES, CARPORT SLABS 4 STEPS E>cPOSED TO THE WEATHER 4 GARAGE FLOOR SLAB. 3,000 pal (5% to 1% Gtr entrained) CONCRETE 'BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCING STEEL TO COMPLY WITH ASTM A615 GRADE 40. UN.O. (SEE STRUCTURAL) ATI BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4'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. U.N.O. 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 IN THE FIELD iN ACCORDANCE WITH AWPA M4. (END CUT SOLUTION BY WOLMA 4IZED 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 BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOPED 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 HAVE NOT LESS THAN 3/8 INCH PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARIGNG SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2. 3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT. 3. IV COAT OF 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: PARSING 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 DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SECTION R4062 TO THE EXTERIOR OF THE WALL. WATERPROOFING R406.2 - iN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS. BELOW GRADE SHALL BE WATERPROOFED 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. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE -..THE..FOLLOWING; 1.2 -PLY HOT -MOPPED FELTS. REVIS )NS 2. 55 POUND ROLL ROOFING_ No chance; sh +!i h^ m .do to the scope 3. 6 -MIL POLYVINYL CHLORIDE. of N.10;1( \Anthill prior approval at 4. 6 -MIL POLYETHYLENE 131!ilding Division 5. 40 -MIL POLYMER -MODIFIED ASPHALT. i' OT 1 i evi will r ' ,t!ir' a n •w p'on submittal 6.60 -MIL FLEXIBLE POLYMER CEMENT. r1*, -.1 may i:-:.�!cle a,dnional plan rvile w f^ss. 1. 4' CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING. S. 60 -MIL SOLVENT -FREE, LIQUID -APPLIED SYNTHETIC RUBBER. EXCEPTION: ORGANIC -SOLVENT -BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONES AND ESTERS SHALL NOT BE USED FOR iCF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL USE OF PLASTIC ROOFING CEMENTS, 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 449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200°F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. VENTILATION R408.1 - 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 ORAL 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. 4 PINE dP pRAFTSTOPPING R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS 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 CEILINGS 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 R302.11 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. 1.2. 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 R302.1 (i'2' GW)5) 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 PILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKiNG OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DUELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. PIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302JU LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED N THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. WALL CCNIMICTIMIAReAS 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 R102.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD TABLE 810233 1HUGCNE66 OF GYPSUM BOARD OR GYPStM PANEL. (PRODUCTS APPLICATION ORIENTATION OF GYP81.11 BOARD OR GYPetM PANEL.MEMBERS T6 TO MAXIMUM SPACING OF MATING (INCHES ora MAXIMUM SPACING CF FASTENERS (INCHES) SIZE OF NAILS FOR APPLICATION TO WOOD FRAMING �u a aalisive SCREUJS 3/E CEILING PERPENDICULAR 16 1 12 13 GAGE, I-1/4' LOWS, 1S/64' HEAP, 02198' DIA. 1-1/4' LONG, AM- LAR - RINGED, OR 4d COOLER NAIL, DOW' PIA,1-3/8' LONG,1/32' HEAP. WALL EITHER DIRECTION 16 8 16 U2'CEILING CEILING EITHER DIRECTION 16 1 12 13 GAGE, 1-3/13' LC**, 13/64' HEAD, &2►9S' PIA, 1-1/4' LONG, .43NULAR- PERPENDICULAR 24 1 12 RINGED, OR 5d COOLER FLAIL, 82:86' DIA. I-15/8' LONG, 113/64' HEAD, OR GYRRTI1 BOARD NAIL, tam' DIA, 1-1/W LONG, 9/32' HEAD. W4LL EITHER DIRECTION 24 8 12 WALL EiTHER DHIECTION 16 8 16 Mr CEILING EITHER DIRECTION 16 1 12 Ib GAGE, I-8/8' LOW', 13/64' HEAD: COS8' DIA., i-3/8' LONG, Al 'I LAR - OR 6c1 COOLER NAIL, 0092' DIA, I-1/8' LONG, I/4' HEAD, OR CEILING PERPENDICULAR 24 1 12 I4YPPUI, 1 13OARD NAIL 0.0W 014.1-1/8 LONG 111/641 HEAD. TYPE X AT GARSGEI-V8' BENEATH HABITA23LE ROOMS 24 6 6 LONG 6c1COATED NAILS OR EQUIVALENT PRYLLWI eCREWB. SCREWS 444.4.L CCh'PLY SAN SECTION R102315.1. PERPENDICULAR PERPENDICULAR WALL EITHER DIRECTION 24 8 12 13 GAGE, I-85/8' LONG, 1S/64' HEAP, CMS' 8' PIA.1-3/8' LONG, 08111LAR- RINGED, OR 6d COOLER NAIL, WE' DIA, 1-1/81 LONG,1/4' HEAD: OR GYPSUM BOARD NAIL 00315' D1.4.1-1/8' La*, 13/64' HEAD. WALL EITHER DIRECTION 16 a I6 APPLICATION WITH ADHESIVE 3/8' CEU.NG PERPETIDICULAR 16 16 lb SAME AS ABOVE FOR 3/8' GYPSUM BOARD AND GYPSUM PANEL PRODUCTS. WALL EITHER INFECTION 16 16 24 V1' OR $/8' CEILING EITHER DIRECTION 16 16 lb SAME AS ABOVE FOR 1/2' AND b/8' GYPSUM BOARD AND GYPBUK PANEL PRODUCTS, RESPECTIVELY. CEILING PERPENDICULAR 24 12 I6 WALL EITHER DIRECTION 24 16 24 11110 9/8 LAYERS CEILING PERPENDICULAR 16 16 lb BABE PLY NAILED AS ABOVEFOR ' GYPbU1 BOAR) AND GYPSUM PANEL PRODUCTS: NICE PLY INSTALLED WITH ADHESIVE. WALL 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, 2-1/2' 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 (0148 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 UAUPA GRADING RULES FOR THE WESTERN LUMBER. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY �` ? ": ° ,gip ^ VE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE; 2X4 2X6 OR LARGER HF ;2 - Fb■850 psi, Fv■15 psi, Fc■1300 ps1, E■1200000pst HF 02 - F2■850 psi, Fv•15 psi, Fc■1300 pat, E■1200000ps1 4X 6x OR LAGER Fv■95 psi, Fc•1350 el, E■I6 1 DF -L s1 - Fb■900 pat, pp 00000pa DF -L r2 - Fb■S15 psi, Fv•85 psi, Fc■600 psi, E■1300000ps1 HF M2 - Fb■850 psi, Fv■15 psi, Fc■1300 psi, E■1200000pat HF *2 - Fb•850 psi, Fv■15 psi, Fc•I300 psi, E■1200000pe1 2XX4D8 2X6 OR LARGER POSTS HF '2 - Fb■900 pat, Fv■95 ps1, Fc■1350 psi, E■1600000pa1 HF e2 - Fb■900 psi, Fv■93 psl, Fc■1350 ps1, E■1600000pei DF -L *1 - Fb■100 psi, Fv•85 psi, Fc■415 pet, E■1300000ps1 DF -L a2 - Fb■100 pat, Fv•85 pat, Fc■415 psi, E■1300000pa1 4X4 4X6 OR LARGER 6X6 OR LARGER 6X6 OR LARGER Permit No. t'\i-OO V Plan re :..7 L u . -.71 13 subject to errors and omissions. Approval of cru:11 c';:cur fonts does not authorize the violation of any adopted code or ordinance. Receipt of approved Fiiiopy and conditions is acknowledged: By: Date: City of Tukwila BUILDING DIVISION GLUED -LAMINATED BEAM (GLIB) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Flo • 2,400 PSi, Fv • 165 PSI, Fc ■ 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; Fb • 2,900 PSi, Fv • 290 PSI, Fc • 150 PSI (PERPENDICULAR), 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 'LSU' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 1,100 PSI, Pv ■ 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 ISE DESIGNED 4 STAMPED BY A LICENSED PROFESSIONAL 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 BEAR ON THE WALL ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOFNIALL/FLOOR SHEATHING TYPICAL WALL I ROOF SHEATHING SHALL BE 1/16' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE Sd COMMON to 6' CO, w PANEL EDGES AND 12' OAC. IN FIELD UN.O. 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) SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE Sd COMMON AT 6' O.C. a 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 FROM 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 OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. ••• WNDCXIS AND L. PER 2015 WASHINGTON STATE ENERGY CODE 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 R3101 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 IN 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 HAVE A MN. NET CLEAR OPENING OF 5.1 SQ. FT. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. 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. R31023. SAFETY GLAZING SHALL SE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION 8308.4 1. GLAZING INDOORS - SIDE HINGED DOORS, SLIDING GLASS DOORS AND PANELS IN SLIDING, 4 BIFOLD`.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 8308143. 4. GLAZING IN GUARDS AND RAILS PER IRC SECTION 83081414, 5. GLAZING IN WET SURFACES - WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING NOT 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 8308.4.5. 1. GLAZING ADJACENT TO STAIRS AND RAMPS - WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 36' ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS PER IRC SECTION R30814.6. S. 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 R308.4.1. INS► ATi MOIEMNIE ? ,.CTI 8302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE N ACCORDANCE WITH SECTIONS 8302.10.1 THROUGH 8302.10.5. }2302.10.1 INSULATION INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPRO-PERMEABLE MEMBRANES INSTALLED WITHIN 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 8302.103, 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 CAN/ULC 51022. 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R3I6. 8302.102 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 R302.10.1 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 R302.10.1 AND R302.103. 12302.103 CELLULOSIC FIBER LOOSE -FILL 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 CFR, 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. }2302.10.5 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 WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. 14102.1 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. }7102.1.1 CLASS III VAPOR RETARDERS CLASS III VAPOR RETARDERS SHALL BE PERMITTED WHERE ANY ONE OF THE CONDITIONS IN TABLE 8102.1.1 15 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. R12.13 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(1.) 2. BRICK VENEER WITH A CLEAR AIRSPACE AS SPECIFIED iN TABLE 8103.814. 3. OTHER APPROVED VENTED CLADDINGS. WSEC 8402.4 AIR LEAKAGE (MANDATORY) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AiR'LEAKA.AcGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS 8402.4.1 THROUGH 8402.4.4. 840214.12 TESTING THE BUILDING OR DUELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR EXCHANGES PER HOUR. N i ECTi POSTING OF CERTIFICATE WSEC R4013 A PERMANENT CERTIFICATE SHALL SE COMPLETED BY THE MILDER 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 SHA! .'w NOT COVER OR OBSTRUCT THE VISIBILITY OP 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 (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND EJ.1i DING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT,THE CERTIFICATES SHALL LIST THE VALUE COVERING THE LARGEST AREA.. THE CERTIFICATES SHALL LIST TILE 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 RURNACE' 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 WSEC SEC. R403.33. A WRITTEN REPORT OF THE RESULTS SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. WILDING 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 840214.1 THROUGH 84021414. • • Isk7Mart 2015 UNIFORM PLUMBING CODE SEC. 312.12 STRAINER PLATES DRAIN NER PL TE ON DRA N INLEt8 SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING EXCEEDS 1/2 OF AN INCH IN THE LEAST DIMENSION. 31212.1 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. 312123 TUB WASTE OPENINGS IN 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 V2 OF AN INCH IN THE LEAST DIMENSION. 1 kg. WSEC SECTION R404 LIGHTING EQUIPMENT PER SEC 8404.1 - A MINIMUM OF 15 PERCENT OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. INTERIOR STAIRWAY ILLUMINATION PER SEC R.303.1 iRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINAN 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 CEt1'TER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE 110E STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL dr LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE'V P LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR SikAIRUJAYS PROVIDING ACCE TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SO'rrCE LOCATED AT THE TION LANDING OF THE STAIRWAY. LLM AND NOTC14IMemir* PER SEC 8602.6 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 NDTCHE1 GTO A NOT EXCEEDING 25% OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS SHALL BE PERMITTED TO BE NOTCHED YIP A. DEPTH N EXCEED 40% OF A SINGLE STUD WIDTH. 2. DRILLING. ANY STUD SHALL BE PERMITTED TO BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER .01F THE RESULT NO MORE THAN 60% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO MORE THAN INCH TO THE EDGVF THE Situ?, AND IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED iN EXTERIOR WALLS O1 EARING PARTiTtONS OVER 40% AND UP TO 60% SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BOREP.'E:EE F R602.6(1) AND R6023(2). EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHERE THEY ARE INSTALLEr (N ACCORDANCE WiTH THE MANUF, RECOMMENDATIONS. T TREVIEWED FO CODE COMPLIA HO tPROVED HE rl�;v: L RES City of Tukwi KONG DIVI 27 2011 DRILLING AND NOTCHING OF TOP PLATE. PER SEC 8602.6.1 WHEN PIPING OR DUGIfWORK IS PLACED IN OR PARTLY IN AN EXTERI WALL OR INTERIOR LOAD-BEARING WALL, NECESSITATING CUTTING, DRILLING OR'N1OI,0:l1146 :7F THE TOP PLATE BY MORE THAN 50 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 OP 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 8602.6,1, EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. 2a ul go, Ssail hi; g RAo O Z� O • 6 PF'1i'i,ril r,; Iii:-'QUiF ❑ Mechanical Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION U 1-1.1 W(,) W (,) xx On RECEIVED 1,ITY OF TUKWILA APR 061011 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: L2B-2802-2L Date: 12-23-16 N-1 z1R W``` •s woo Ax11 �A `-4. •3 .4t,r: ] 0 04 0 06 y 1I:14 <4 e o a r. 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: L2B-2802-2L Date: I2-23-16 N-2 VE TILATION QL, E I\ITS ROOF ATTIC VENTILATIONINT G AT 24 1,4- UJWO OU V NTI ATION SYST M SEC. M1501 ANI 111501.4.1 LOCAL EXHAUST FANS EXHAUST FANS PROVIDING LOCAL EXHAUST SHALL HAVE A MINIMUM VENTILATION CALCULATIONS 4 REQUIREMENTS HEATING EQUIPMENT ALL WART -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND FAN FLOW RATING NOT LESS THAN 50 cfm AT 025 INCHES WATER GAUGE FOR BATHROOMS, LAUNDRIES, AT LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF 301-0' (10 EAVE VENTS) INSTALLED TO LISTED SPECIFICATIONS. OR SIMILAR ROOMS AND 100 cfm FLOW RATINGS SHALL BE DETERMINED NO WARM -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM,cGEPTION: At 025 INCHES WATER GAUGE FOR KITCHENS. MANUFACTURERS' RAN AS PER HVI 916 (APRIL 1995) OR AMCA 210. VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST PONT) WITH THE IN ENCLOSED SPACE WITH WHERE A RANGE WN HOOD OR DODRAFT' EXHAUST FAN 18 USED t0 SATISFY THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. BATHROOM; CLOSET OR ANY ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT LOCAL EXHAUST REQUIREMENTS DIRECT VENT FURNACE, ENCLOSED FURNACES AN ELECTRIC HEATING FURNACES. SHALL NOT BE LESS THAN 100 LIQUIFIED PETROLEUM GAS-$3URNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR FOR KITCHENS, THE RANGE HOOD OR DOWN DRAFT EXHAUST cfm AT 010 INCHES WATER GAUGE. VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES ION FORMED CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL LOCATION 1.111 -EIRE HEAVIER THAN AIR GAS MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN M1501.42 LOCAL EXHAUST CONTROLS LOCAL EXHAUST SYSTEMS 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 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMDIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH EENIN's, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAYING A LEAST DIMENSION ♦ AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. SWITCHES, DEHUMIDISTATS, HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CONTROLS SHALL BE 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. T 1.3.((» TIMERS, READILY ACCESSIBLE. BE CONTROLLED OR OTHER ,APPROVED MEANS. LOCAL EXHAUST CWANICAL BY SYSTEM MANUAL OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENNGS N ROOF FRAMING MEMBERS SHALL CONFORM TO THE TEMPERATURE CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH UNIT SHALL iL,4TI I $YS'i' f"i AIS I�.,. ,i I I:; .%tTB- REQUIREMENTS OF SECTION 8802.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO DUELLING BE 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. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE i/150 UNIT FLOOR 0-1 2-3 4-5 6-1 >1 VENTILATION EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE AREA(SP) OP THE AREA OF THE VENTED SPACE. INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LiSTING, MPR'S INSTALLATION INSTRUCTIONS AND APPLICABLE 1 1 AIRFLOW IN CFM VENT AND INSULATION CLEARANCE PER SEG. 88063 - WHERE EAVE OR CORNICE VENTS ARE CODE REQUIREMENTS. `1,500 INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. NOT LESS THAN A i -INCH SPACE A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POiNT WHERE THE VENT 30 45 60 15 g0 SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. a 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 �j� UTILITY ROOM NOTES/MAKE UP AiR 3,001-4,500 60 15 90 105 120 UPPER OOF: (AA j) } 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE 4,501-6,000 15 90 105 120 135 1,611 SQ. FT. OF ATTIC AREA/300 • 5.51 SQ. FT. MOTE; UPPER ROOFVENTING PROVIDED BY 1'x�' EXHAUST DUCT SHALL ISE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED OF VENTILATION REQUIRED (802 SQ. INCHES) AF50 ROOF VENTS. (50 IN. PER VENT) El El WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 6,000-1,500 90 105 120 135 150 UPPER VENTS • 401 Sq. In. (8 AF50 VENTS) NOTE EAVE VENTING PROVIDED BY (4)-2 VS' DIAMETER 4>Z 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET IS 105 120 135 150 165 ul LOWER VENTS 401 Sq. In. 'BIRD HOLES' PER EAVE BLOCK 0 z- DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER 414 OPENING HAVING AN AREA OF NOT LESS THAN 100 ,�0 • 0 34 EAVE VENTS x 12' PER BLOCK =408 Sq. In. (4)-2 VS DIA HOLES =14.16 Sq. In. w/O MESH - til SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED N THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS. TABLE MIS01.3.3(2) IN1EWIIITENT Ith4OLE waise MEC14ANICAL NFA. w/ iVESH • 12' Sq. M. PER BLOCK 0 'in C :• = 100 SQ INCH TRANSFER GRILL PER IRO G2439A (614.6) VENTILATIM RATE FACTORS (AREA 1) inRUN-LIME LOWER ROOF - COV'D PORCH: (AREA 2) %IN EACH 44 SQ. FT. OF ATTIC AREA/300 ■ SQ. F1. `n mrecouner) "IsICXISEILATi e•YST 4 -HOUR SEGMENT 25% 339 50% 6695 15% 100% .15 NOTE: UPPER ROOF VENTING PROVIDED BY AS AMENDED WASHINGTON STATE OF VENTILATION REQUIRED (22 SQ. INCHES) COR -A -VENT ROOF -2 -WALL VENT EAVE VENTS = II Sq. In. ® BY FACTOR 4 3 2 1.5 13 1.0 (85 SQ. IN. PER LINEAL FT.) 1 EAVE VENT 12' PER BLOCK • 12 Sq. in.MI501.1 GENERAL LOCAL EXHAUST OR WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS AND EQUIPMENT SHALL it x . A MN.111.11 PIEGLIIMEDLSI.. BE DESIGNED IN ACCORDANCE WITH THIS SECTION. EXI-LAUST RATES UPPER VENTS • 11Sq. In. (CONT. ROOF -2 -WALL VENT) SQ. N. X 2 LF(TRUSS BAY): Ii SQ. IN. PER TRUSS BAY ® AND TWO8.5 - iIL1r' LL INMS 15012 11 SQ N. REQUIRED/ h SQ. IN■ 1 BAY FROM RECIRCULATION OF AIR EXHAUST AIRBATHROOMS TOILETROOMS SHALL RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DUELLINGAND SHALL BEEXHAUSTED DIRECTLY TO AREA TO BE EXHAUSTED EXHAUST RATES LOWER ROOF - GARAGE: (A ,d, 3) ® THE OUTDOORS. EXHAUST AiR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, 52 SQ. FI: OF ATTIC AR1:A/3ID0 ■ i'1 SQ. Ft. NOTE: UPPER ROOF VENTING PROVIDED BY�_0 1'-0' EAVE 11 it . CRAWL SPACE OR OTHER AREAS OF THE BUILDING. KITCHENS 100 cftn INTERMITTENT 25 cfm CONTINUOUS VENTILATIONOR OF REQUIRED (24 SQ. INCHES) SAVE VENTS = 12 In. COR -A -VENT ROOF -2 -WALL VENT VENT) (3 EAVE VEN ') MI5013 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS . (8.5 SQ. IN. PER LiNEAl.1=1'J I EAVE VENT x 12' PER BLOCK = 12 eq. In. UPPER VENTS = 12 Sq. In. (CONT. ROOF -2 -WALL VENT) ''� . ? SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS 1115013.1 THROUGH MI50133. MI5013.I SYSTEM •ESiGN EACH DUELLING UNIT OR GUESTROOM SHALL BE EQUIPPED WITH A SYSTEM BATHROOMS -TOILET RMS MECHANICAL EXHAUST CAPACITY OF 8.5 SQ IN X 2 LF(TRUSS BAY): h SQ. IN. PER TRUSS BAY 12 SQ. .N. REQUIRED/ r! SQ. IN■ 1 BAY ® -Y -�� VENTILATION COMPLYING WITH SECTION M15013A, M15013.5, M15013.6 OR M15013.1. COMPLIANCE IS ALSO PERMITTED TO BE LAUNDRY ROOMS INDOOR SWIMMING 50 cftn INTERMITTENT (AREA... 2) DEMONSTRATED THROUGH COMPLIANCE WITH THE INTERNATIONAL MECHANICAL CODE OR ASHRAE STANDARD 622. POOLS 4 SPAS OR 20 cfm CONTINUOUS ♦ �� COR -A -VENT CONTINUOUS ROOF -2 -WALL VENT. M150132 AND PROVIDES 8.5 SQ. IN. NET CONTROL OPERATION (ARE- 3) 1. LOCATION OF CONTROLS. CONTROLS FOR ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE BY THE FREE VENTILATION AREA OCCUPANT. PER LINEAL FOOT. (CUT 1' WIDE CLEAR SLOT 2. INSTRUCTIONS. OPERATING INSTRUCTIONS FOR WHOLE -HOUSE VENTILATION SYSTEMS SHALL BE PROVIDED TO THE , II�MIr OCCUPANT BY THE INSTALLER OF THE SYSTEM. 205 . Y CODE AND ammo 19'-0' (I EAVE VENT) (1 EAVE VENT) / / IN ROOF DECK AT OR 3. LOCAL EXHAUST SYSTEM& LOCAL EXHAUST SYSTEMS SHALL CONTROLLED 2015 WSEC: 3.5 ENERGY CREDITS NEAR THE TOP.) BE BY MANUAL SWITCHES, REQUIRED PER TABLE 406.2 DEI-IUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS. 4. CONTINUOUS WHOLE■HOUSE VENTILATION SYSTEMS. CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEMS SHALL. CREDIT OPTIONS: (la, 3a, 5a, Sc • 3.5 CREDITS) OPERATE CONTINUOUSLY AND BE EQUIPPED WITH AN OVERRIDE CONTROL. A 'FAN ON' SWITCH SHALL BE PERMITTED AS AN OVERRIDE CONTROL. CONTROLS SHALL BE CAPABLE OF OPERATING THE VENTILATION SYSTEM lEFFICIENT BUILDING ENVELOPE !03 CREDIT) WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. A CLEARLY VISIBLE LABEL SHALL Ba - E AFFIXED TO PRESCRIPTIVE COMPLIANCE IS BASE ON CABLE 8402.1.1 WITH THE FOLLOWING THE CONTROLS THAT READS 'WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS).' MODIFICATIONS: 5. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS SHALL _ VERTICAL FENESTRATION U• 028 COMPLY WITH THE FOLLOWING:- FLOOR R-38 5.1 THEY SHALL BE CAPABLE OF OPERATING INTERMITTENTLY AND CONTINUOUSLY. 52 THEY SHALL HAVE CONTROLS CAPABLE OF OPERATING THE EXHAUST FANS, FORCED -AIR - SLAB 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 OR 5.3 THE SYSTEM SHALL BE DESIGNED SO THAT IT CAN OPERATE AUTOMATICALLY BASED ON THE -COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL UA BY 5%. TYPE OF CONTROL TIMER INSTALLED. 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 55 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 92% 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 TO 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 SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE OPERATING INSTRUCTIONS).' RATED AT M1501.32.1 OPERATING INSTRUCTIONS INSTALLERS SHALL PROVIDE THE MANUFACTURER'S INSTALLATION, OPERATING 1.15 GPM OR LESS . - ALL OTHER LAVA.FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. INSTRUCTIONS, AND A WHOLE -HOUSE VENTILATION SYSTEM OPERATION DESCRIPTION. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY 11150133 MECHANICAL VENTILATION RATE THE WHOLE -HOUSE MECHANICAL YENTiLATION SYSTEM SHALL PROVIDE THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM FLOW RATES FOR ALL SHOWERHEADS, KITCHEN SINK FAUCETS, AND OTHER LAVATORY FAUCETS. OUTDOOR AIR TO EACH DWELLING UNIT AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED N ACCORDANCE WITH TABLE MI50133(1). 5c - EFFICIENT WATER HEATING (13 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 M15013.3(2). - SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR WATER HEATING WILL PROVIDE A RATED MINIMUM SAVINGS OF 85 THERMS MI501.3.5 WHOLE -HOUSE VENTILATION INTEGRATED WITH A FORCED -AIR SYSTEM. THIS SECTION ESTABLISHES OR 2000 kWh 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 SYSTEM& 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 MI50133. 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 MI50132. THE REQUIRED FLOW RATE SHALL BE VERIFIED BY FIELD TESTING WITH A FLOW HOOD OR A FLOW MEASURING STATION. 111501352 VENTILATION DUCT INSULATION. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R-4. RECEIVED M1501353 OUTDOOR AiR INLETS. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY TUKCWILA LEAVES OR OTHER MATERIAL. OUTDOOR AIR INLETS SHALL BE 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 VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE WAVING ANY FUEL -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. 111501,4 LOCAL EXHAUST LOCAL EXHAUST SHALL BE PROVIDED IN EACH KITCHEN, BATHROOM, WATER CLOSET, .....00 9 0' CITY OF APR 6 2011 1 " = "'".► CODE COMPLIANCE APPROVED JUN 2 7 2011 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 BUILDING DIVISION z1R W``` •s woo Ax11 �A `-4. •3 .4t,r: ] 0 04 0 06 y 1I:14 <4 e o a r. 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: L2B-2802-2L Date: I2-23-16 N-2 BARRIER OCTANT SHEATHING OR SUBSTRATE FINISH SIDING GSM TRIM FLASHING WITH 9" M1N. VERTICAL LEG HORIZONTAL WOOD TRIM HORIZ. Tim I1`M AT SHEATHING/WOOD STUDS N.T.S. 12 12 N 2x6 EXTERIOR WALL 1/16' PLY OR MB 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 FROOF TO UJALi. PLASHING DETAIL N N N N N N N N N N N NIB = OPTIONAL SR.12 �CAR , GARAGE5INNINN SEE N N N N 12 12 �4 N.T.S. M SIDING PER ELEVATION FLASHING 2X3 BEVELED TRIM FLASHING ADHERED CULTURED STONE STONE VENEER 12 MASONRY VENEER - GENERAL NOTES PER SEC. 8103.12 ADHERED MASONRY VENEER SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R103.1.3 AND THE REQUIREMENTS N SECTIONS 12.1 AND 12.3 OF TMS 402/ACI 530/ASCE 5. ADHERED MASONRY VENEER SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R103.1.1, ARTICLE 33C OF TMS 602/ACI 530.1/ASCE 6 OR THE MANUFACTURER'S INSTRUCTIONS. CLEARANCES - MINIMUM OF 4 INCHES ABOVE THE EARTH, MINIMUM OF 2 INCHES ABOVE PAVED AREAS; OR MINIMUM OF vi 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 R103.63. THE WATER -RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREEC OR FLASHING PROVIDED IN ACCORDANCE WITH SECTION 8103.122. • . \\\\\\\\\\\\\\\\ MOM 4l\T-��\��� 0�� `moi ww, \ MEM Imo/ \\\\\\\\\_\\\\ m‘ \\\\\\\\\_\\\\ \\\\\\\\_\\\\ \\\\\\\\\_U�- ��� NMI `34, SEE SHEET 5 COMP ROOF SHAKE SIDING 12 OPTIONAL. SW CAR GARAGE tea CORRECTION LTR# 5/4x8 BARGE W/ 1X3 RAKE TRIM 5/4x6 WINDOW , DOOR 4 >`CORNER TRIM ®• FRONT 5/4x4 CORNER BD'S 6" EXP. HORIZ. SIDING 5/4xIO BAND W/ PLASHING CONT. GUTTER STONE VENEER DHERED) TYP PER SIDE IF SITE REQUIRES a) r I CEIVED CITY OF TUKWI UN 06 2017 GRADE TO SLOPE AWAY OP 6 FOUNDATION TIIRSTI 10' COPYRIGHT 2011 Landmark Design Ino. AU- R1GH78 RESERvEP AST ELEVATION • VIEWED FO COMPLIA PPROVED PERMIT CENTEFr JUN 2 7 2017 1 r City of Tukwii BUILDING DIVIS HOUSE NUMBERS TO SE VISIBLE 4 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONADDRESS NUMBER SHALLE.SE MN. 4' HIGH 4 A MN. STROKE WIDTH OF 1/2' PER SEC. R319.1 CJS 4, .:.• a V 1n A to Ll • C. 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— oral engineer for compli— ance to specific site con— Et itions. 4. These plans should not t e altered by other than a c ualified designer, archi— tect, or structural engineer. Plan No: '.2B -2802-2L Date: 12-23-16 1 30'-0' 13'-0' 16'-11' 3'-9' 9'-3 • 8'-5' S'-1' 5/0x4/0 XO In • rt S,G. -- 8/0x4/0 XOX / 12' SOAKING TUB 60 6' 8 �►°_ L • MASTER BATH 8' CLG. 6'-93' LIN. CLOSET itl 8' CLG. M W 1 EP. UTILITY 8' CLG. I _ I 22'<3Q(' .....�ccawi�....A. u.....aao..oio...�.r�moi / ✓ , • In ♦ i i i 61 in PAIR LIN. BP 1101/0 S.D. c" 2'-S' EGRESS MASTER BEDROOM S' CLG. 10'-6i' 4 p 9 -724 ♦ 7iUlt10Z.0./ZY1/1// /V/ ////// /lr//// .1///////. U' n 2 EP CFM BATH 8' CLG. 06. O O BP BEDROOM 2 8' CLG. 10 S.D. i i r 0 in • • AND T IL 34'-35' AD NOSING. • 0 - TO BELOW 11 •� I I If II ■ CNS i y A 3�, i i 4 PLAYROOM 8' CLG. 2/0x4/0 FX I' 3'-11' 3'-01�' 1'-0' AM 1'-4' 16 R 404 1101/0 S.D. BEDROOM 4 6' CLG. i co N \i 6'-0' 3'-2' 9'-2' // xF=R7 i 9 2'-10' 12'-0' 8'-6i' 2/0x2/d2' FX 2'-5 C • / 19'-0' I1'-0' 30'-0' / / UPPER LOOS PLAN INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRG 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 SE CAPABLE OF ILLUMINATING TREADS AND LANDNGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDNGS. 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 R303B 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. In GENERAL NOTES: 1. ALL WORK TO BE 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. SHOWER -MAC'S t KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 GPM. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 GPM FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. S. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS 9. SMOKE ALARMS - TO BE INSTALLED PER SEC R314.3 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 INTERCOI+4ECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS N THE INDIVIDUAL UNIT. p OlUJ =SMOKE ALARM -CARBON MONOXIDE COMBO. 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R315 AN APPROVED CARBON 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 AMENDMENTS SEC 8315. 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC R403.5.3. 12. ALL DUCTS t EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 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 R303.52. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEIL OR FLOOR MEMBRANES WILL BE ATTACHE PIPE SHALL BE PROTECTED BY SHIELD - S THAT COVER THE WIDTH OF THE • T�r� i . ��, FRAMING MEMBER AND THAg'''� Lek THAN 4 INCHES TO EA - 4� �� OF THEA h�� �` MEMBER. WHERE THE MEMBER �` T PIPING PASSES THROUGH I \\\BOtTOt1 !BOTT•K, TOP PLATE•0'- TOP TRA.j T SHIEu LATES SHALL CO � FRAM �- AND EXTEND NOT L\THAN /=4" S • BO THE B�•• !BOTTOM FRAMING ���.:� • NOT a S=THAN 4 INCHES BELOW tH •`� FRAMING 15. ����- WL ACCESS HATCHES OR DOORS A���� L �. {=TRIPPED AND INSULATED' TO „ \VEL E y9 ENT TO THE INSULATION ON THE SU +• i SURFACES 110;$ HOUSE VENTILATION 24 HR TIMER, READILY CCESSIBLE 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 62439 I. 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 EXHAUST DUCT CONNECTION PER G2439.1.5. 2. 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 HAYING 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 APPR. MEANS PER 32439.5. '• is 100 SQ INCH TRANSFER GRILL i WI -TOLE HOUSE VENTILATION: INTEGRATED: a INTEGRATED WITH FURNACE SEE SHEET N-2 n FOR REQUIREMENTS. 'REFER TO SHEET N-2 TABLE 150133(I) t 1501.3.3(2) FOR FAN SIZING AND RUN TIMES t FURALACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. 30'-0' / 10'-0' 20'-0' 5'-2' 4'-10' 10'-0' 10'-0' • 8/0x6/0 XOX COVERED PATIO 0 x7/0 �t� ABOVE O 0 CLG cp in V 0 0 w EATING BAR DINING PAN ;Y 9' CL iil ION 1 IrFA'R 2.1 _Tt 3WOOID CAP atm E 1 oi1EN RA 1I I 4'.!11. \i - MIN -1 X24' .......I . RAWL A ^�t 0 S 0 ' X in in WALL MOUNTED RESHOTT WATER (ENERGY FACTOR®091) 146' MIN. SOLID CORE SELF CLOSING DOOR WOOD STEEL OR 20 MIN. RATED EN 9' CL r--- I OPT 36'X36 LANDING OPT 3/0 DOOR / / r2 GARAGE USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/5' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWS NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 16/0 x 5/0 O.H. DOOR 16'-3' R.O. BLUE 16 AWGTRACER W}METAL W��ATERDSERVI El - PIPING PER UPC 604.9. 2/0x5 0 SH GO REP P.►RGH 0 f 0 V • ING A TO IBE CI -IES SHOL 'EXIT' D LOWER T TOP . (R31I3.1) • • AN OF 9'-6' 9'-6' 2'-4 ' 2'-4 3'-1' 31_1. 19'-0' 4'-9' 6'-3' 30'-0' MAIN FLOOR PLAN MAIN FLOOR: UPPER FLOOR: TOTAL.: 6ARA6E : FRONT PORG1: 1244 SQ. FT. 1558 SO. FT. 2802 SQ. FT. 511 SQ. FT. ciI SO. FT. bTh009(' 0 COPYRIGHT 2010 Landmark Doolgn Ino. ALL R IGFITS RESERVED REVIEWED FOR CODE COMPLIANCE APPROVED JUN 27 2017 City of Tukwila BUILDING DIVISION RECEWED CITY OF TUKWILA JUN 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: L2B-2802-2L Date: 12-23-16 2 In 6x6 P.T. POST W/ PB BASE ON 30'x30'x12' CONCRETE FTG. WI 3-4'4 BARS W.V. 30'x30'x6" CONCRETE FTG. w/ 3-w4 BARS EACH WAY 30'-0' 10'-0' 20'-0' a, • 4 BARS 16' O:C. Al, aX10 TYR'AK ` \/ U 6 N Z 4'-3' III 3 - 'x36'x8' CONC.. TE FTG .u/ 4 04 BARE E'0414 HWM 4'-3' 2'-4 ,i:1-1111111111114 0 II i r 4 SPACE OLE VAPOR 3 H OUT RAJJLSP SPLICES IER I% III 3'-6' \-ems' tee, 62.0 i 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE 3' TO DOORS 48'x46'x8' CONCRETE FTG.' w/ 5-+'4 BARS EACH WAY -1 1 36'x36'x8" ,.......CONCRETE FTG. w/ 4-04 BARS EACH WAY *4 = • RS IS' *PC. 4' "NC. SLAB OVE - 4' COMPACT SAND A • GRAVEL BASE P 4x4 P T. POS'P W/ PB BASE T- ON 24'x24'x12' CONCRETE FTG. '0 49) 16/0 x 6/0 O.H. DOOR 16'-3' RO. s' 's' 4 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.) 19'-0' 6'-3' 30'-0' �OUN1�l�TION FLAN COPYRIGHT 2011 Landmark Design Inc. ,ALL RIGI-IT'S RESERVED 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. 4' 0 5014ED. 40 STL. BOLLARD 4-3/8'X3' ANCHOR BOLTS (SIMPSON TITAN HD OR EQ) 4' CONCRETE SLAB (SIMPSON TITS %012 EQ) W.1/2'X6'X8' VE1-IICLE IMPACT BARRIER DETAIL FOUNDATION NOTES: I. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL +2 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 PROM 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 1S'-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 CRAM SPACE VENTILATION PER IRC SECTION R408. 'FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OP THE FLOOR INSULATION. 9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER. 10.PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. ® INDICATES 'SIMPSON' HOLDDOWN. 12. SEE 6I4EARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SHT 51.0). 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. \1- 0 0 8 d REVIEWED FOR CODE COMPLIANCE APPROVED JUN 27 2017 City of Tukwila BUILDING DIVISION VENTILATION USE 3'x3'x1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1244/150 = 825 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION WI ONE OPENING WITHIN 3'-0' OF EACH CORNER OF THE BLDG. PER SEC. R406 RECEIVED RECEIVED CITY OF TUKWILA 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: L2B-2802-2L Date: 12-23-16 3 ROOF VENTILATION CALCULATIONS 4 REQU I REMENTS AT LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL SE IN UPPER PORTION OP VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OP REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - 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 1/16' INCH MINIMUM AND 1/4' INCI4.:MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL SE 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 8802:1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. MINIMUM VENT AREA PER SEC. R5062 - THE MINIMUM NET FREE VENTILATION AREA SHALL SE I/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 85063 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. NOT LESS THAN A 1 -INCH SPACE SHALL SE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS APPLIANCES IN ATTIC NOTES: PER 2015 IRC M1305.1.3 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 SE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. THE CLEAR ACCESS OPENING DIMENSIONS SHALL SE NOT LESS THAN OF 20 INCHES BY 30 INCHES, AND LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. EXCEPTIONS: 1. 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 M1305.13.1. A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET SHALL 13E 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 1 -LAYER R -I1 (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. ROOF FRAMING NOTES: 1. ALL HEADERS TO SE 4x8 OF +2, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO SE 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 SE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL SE 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 SE 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 SEC RS02. JUS24 HANGER PER TRUSS MFG. MECHANICAL PLATFORM BUILT INTO MFG. TRUSSES SEE TRUSS SPECS FOR DETAIL ,ACCATTIC ESS PER •IRC 801.1 PROVID��E,,gq222''�Xgg36' FOR APP1..I fiNCE 4XI0 CONT. DBL. TOP PLATE R -IO SIeSID INSULATION EXTERIOR SIDE OP NA LL (SHADED AREA) KIN& STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION DETAIL NTS 6X6 PT POST WI ECCQ CAP PS SASE r ,/-JPER US24 HANGER Tlauss MFG. Ai (3) 2x6 51/: x 12 FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS m 24' O.C. NAILED TOP 4 BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 OF "2, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO SE INSULATED W/R-10 RIGID INSULATION. 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. FLOOR JOISTS SHOULD SE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. a MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE LSTA24 - BEAM TO TOP PLATE REFER TO SHEAR WALL SCHEDULE. LSTA30 - HDR 4 SILL TO 3x BLOCKING. /82.0 31/2x1114LVL i 0 SOFFIT AND INSULATE AT COVERED PATI ID -SPAN BLOCKI 6x6 U✓ PC CAP 51/ax12GL8 A irrwww 10' fid BEARING WALL /iii/, ///// '///// /iii/, /////( MANF. TRUSSES 024' O.C. IL (3) 2x4 DBL. JOIST BEARI 4!G WALL 4 REFER TO SHEAR WALL SCHEDULE. ROOF OVERFRAME NOTES: IRC SEC 88023 1. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT SE LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT ALL VALLEYS AND HIPS THERE SHALL SE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). THD26 RANGE PER TRUSS MFG, THDH28 HANGER O.H. PER TRUSS MFG. THD28-2 HANGER PER TRUSS MFG, THDH2S-3 HANGER PER TRUSS MFG. (3) 2x6 JUS26 HANGER PER TRUSS MFG. JUS24 HANGER PER TRUSS MFG. US24 HANGER PER TRUSS MFG. MID -SPAN BLOCKIG (4) 2x riminioN 11111rS 8 ' - �iiu •P;"_."I ig 0 GIRDER TRUSS SES O.C. 4X4 PT POST W/ PC CAP 4 PB BASE (3) 2x 2X1114LVL (3) 2x4 31/Sx15GLS ROOF FRAMING PLAN 1/4" = I 1-0" CANTILEVER 4 x 12 _ WHOLE HOUSE VENTILATION: INTEGRATED: INTEGRATED WITH FURNACE SEE SHEET N-2 FOR REQUIREMENTS. *REFER TO SHEET N-2 TABLE 150133(1) 4 150133(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. SEGONZ) LOOR RAMING PLAN NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER. 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 S/S INCH TO FACE OF STUD. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 27 2017 City of Tukwila BUILDING DIVISION COPYRIGHT 2010 Landmark Design Ino. ALL RIG141& RESERVED CITY OF TV ED KWrLq APR 062017 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: L2B-2802-2L Date: 12-23-1�0 4 W/ IN 36' COMPOSITION ROOF W/ 30*i INTER.UOVEN FELT ON i/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO SE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. 83052.85 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MN. 2' OVERLAP. 2x SCREENED EAVE VENT BLOCKS W/(4) 24)" HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS G 16' 0.C. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. ED AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD !(,' LP® FLAMEBLOCKO FIRE -RATED OSB SHEATHING VAPOR BARRIER FASTENED OVER THE SHEATHING USING SUFFICIENT FASTENERS TO PREVENT AIR POCKETS IN THE WRAP EXTERIOR WALL COVERING 2x6 *2 DF STUDS w 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 -HEIGHT OF THE WALL. e%' TYPE 'X' GLOB APPLIED VERTICALLY AND NAILED TO STUDS W/MN. 11' DRYWALL NAILS SPACED 8' O.C. JOINT COMPOUND TO BE APPLIED TO EXTERIOR FACE OF GW8 IN (2) COATS TO EXPOSED FASTENER HEADS AND GM JOINTS W/ A MN. 2' WIDE TAPE EMBEDDED IN THE FIRST LAYER. INTERIOR 16' O.C. 1111111111 5'2' THICK NOMINAL 2.5 PCF DENSITY UNFACED MINERAL FIBER BATT INSULATION FRICTION FIT BETWEEN THE WOOD STUDS rxzz✓�eu.smaar Gzzez...�..eizeme ei..i✓.•etrter zvZAx.R:lie-Ta..i zir..a..ziztrreezVzr..rri %'e' TYPE 'X' GLUE APPLIED VERTICALLY AND NAILED TO STUDS W/MIN. 1' DRYWALL NAILS SPACED 8' O.C. JOINT COMPOUND TO BE APPLIED TO EXTERIOR FACE OF GWB IN (2) COATS TO EXPOSED FASTENER HEADS AND GWB JOINTS WI A MIN. 2' WIDE TAPE EMBEDDED IN THE FIRST LAYER. EXTERIOR DESIGN: INTERTEK LPS/WA 60-01 EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 2x6 "2 DF STUDS Oat 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 -HEIGHT OF THE WALL. MN. 1(6' LP® FLAMEBLOCK® W/ PYROTITE SURFACE FACING OUT EXTERIOR WALL COVERING: 1. FIBER CEMENT BOARD 2. T1 -1I SIDING 3. WOOD FIBER PANEL • 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING NO SCALE HOUR FIRE -RESISTIVE DETAILS MIN. 6x6 PT POST 316' LP®FLAME8LOCK0 FIRE -RATED OSE SHEATHING OR %' TYPE 'X' GLUE SHEATHING SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE NO UJ/ IN 36" AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x STUDS PER PLAN �— X,' SHEATHING EXTERIOR WALL COVERING PER PLAN EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE 8302.1 NO SCALE STAIR NOTES: PER IRC 8311.1 • STRINGERS TO SE FIRE BLOCKED AT BOTH TOP AND BOTTOM. • ALL USABLE SPACE UNDER STAIRS TO BE I HOUR CONSTRICTION. • MAXIMUM RISE TO BE 1-3/4'. • MINIMUM RLN TO BE 10'. • MINIMUM HEAD HEIGHT TO BE 6'-S'. • MINIMUM STAIR WIDTH TO BE 36'. • PROVIDE CCNTNiOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. • PROVIDE GUARD RAILS AT LANDINGrS MNMUM 36' HIGH LW CLEAR SPACE • HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS I V4' NOR MORE THAN 2' IN CROSS SECTIONAL DM. • WINDING TREADS PER IRC R311.162.1 • SPIRAL STAIRS PROVIDE MN 1 1/2' MN o A PONT 12' FROM UI4ERE TREAD IS NARROWEST PER IRC R311.1I®J CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC ON OPEN SIDE I' PT RISERS P7.2X12 TREADS TO STRINGERS 36'XX36' MN. CONK 4' SPHERE SHALL NOT PASS THROUGH iJ 4 to) -4 10' MN. TREAD HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR HANDGRIP PORTION OF HANDRAILS HAVE CIRCULAR CROSS SECTION CFI ' MN. 4 2' MAX. EDGES SHALL HAVE A MN. RADIUS OP Vas. C. ALL REQUIRED GUARDRAILS TO BE 36' / MN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A 6F1BRE 4 NCFES (Im2nn) TO PASS THROWN. WN. MAX NOSNG-7 r 5 2x4 THRUST MTL HANGERS AT EA. STRINGER 3-2X12 P.T. STRING 12 ATTIC SPACE MANUF TRUSSES 24'O.C. \ SEE ROOF FRAMING 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. •attttttt : ttttttttttt NW - 4' CONCRETE SLAB SLOPE TO DRAIN 1!!!!!!!!!!!!!!!!!!!!!! )()()()(S( R-441 INSULATION MEM 411lily4Y 811181/11111/1/1l1/��\\ J'' R-30 INSULATION 4' EARS 18' O.C. TIGHTLINE FOUNDATION DRAIN. 4' DIA. PER. 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. I' BEYOND THE OUTSIDE EDGE OF THE FOOTING AND MIN. 6' ABOVE THE TOP OF THE FOOTING 4 COVERED W/ FILTER FABRIC. ILITY NOOK R-38 HIGH DENSITY INSULATION • FLOOR CRAIA LSPACE COPYRIGHT 2010 Landmark Design Ino. ALL RIGHTS RESERVED KITCHEN FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUE-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) BEDROOM 2 TVP. INT. WALL (2) 2x4 TOP 1E 2x4 1STUD 16' 0.C. 2x4 BOT. 1E Vet BATH STUDY ttitttttiititt 1 1 l�l�l�l�l�l�l�i�l�l�l 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CR4WLSPACE. LAP SPLICES 12' MIN. tttttttttttttttttttti... BONUS ROOM FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) J c)c)S1 x/3)3)31 �1S1) .,N)Q`Mi(INAMS A/ci\ic1 cMcM/cI MA ) R-30 INSULATION { 6' SPHERE WAKE TO PASS 114ROUGH OPENING BELOW STAIR INSTALL 4' GUl°s • CEILNG, AND LLWAI.LS (3) 2x12 STRINGERS FIRE Ci.00K • MID -SPAN AND N S1UD WALLS ALONG AAD N LI E WITH STRINGERS F AREA U1DFR STARS IS U1NNIEED IS -INTERIOR AL STAIR DETAIL AND NOTES NO SCALE 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. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, 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. SARA6E USE 1/2' GWS ON ALL WARM AND STRUCTURAL WALLS. (I) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWS REVIEWED FOR CODE COMPLIANCE UILIN SECTION 3/8"=1'-O" STUD NOTCHING AND BORING - SEARING 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. GRADE 17- 0080 APPROVED JUN 27 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 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: L2B-2802-2L Date: 12-23-16 5 L. MIN. 6x6 PT POST 316' LP®FLAME8LOCK0 FIRE -RATED OSE SHEATHING OR %' TYPE 'X' GLUE SHEATHING SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE NO UJ/ IN 36" AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x STUDS PER PLAN �— X,' SHEATHING EXTERIOR WALL COVERING PER PLAN EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE 8302.1 NO SCALE STAIR NOTES: PER IRC 8311.1 • STRINGERS TO SE FIRE BLOCKED AT BOTH TOP AND BOTTOM. • ALL USABLE SPACE UNDER STAIRS TO BE I HOUR CONSTRICTION. • MAXIMUM RISE TO BE 1-3/4'. • MINIMUM RLN TO BE 10'. • MINIMUM HEAD HEIGHT TO BE 6'-S'. • MINIMUM STAIR WIDTH TO BE 36'. • PROVIDE CCNTNiOUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. • PROVIDE GUARD RAILS AT LANDINGrS MNMUM 36' HIGH LW CLEAR SPACE • HANDGRIP PORTION OF HANDRAIL SHALL BE NOT LESS I V4' NOR MORE THAN 2' IN CROSS SECTIONAL DM. • WINDING TREADS PER IRC R311.162.1 • SPIRAL STAIRS PROVIDE MN 1 1/2' MN o A PONT 12' FROM UI4ERE TREAD IS NARROWEST PER IRC R311.1I®J CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC ON OPEN SIDE I' PT RISERS P7.2X12 TREADS TO STRINGERS 36'XX36' MN. CONK 4' SPHERE SHALL NOT PASS THROUGH iJ 4 to) -4 10' MN. TREAD HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR HANDGRIP PORTION OF HANDRAILS HAVE CIRCULAR CROSS SECTION CFI ' MN. 4 2' MAX. EDGES SHALL HAVE A MN. RADIUS OP Vas. C. ALL REQUIRED GUARDRAILS TO BE 36' / MN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A 6F1BRE 4 NCFES (Im2nn) TO PASS THROWN. WN. MAX NOSNG-7 r 5 2x4 THRUST MTL HANGERS AT EA. STRINGER 3-2X12 P.T. STRING 12 ATTIC SPACE MANUF TRUSSES 24'O.C. \ SEE ROOF FRAMING 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. •attttttt : ttttttttttt NW - 4' CONCRETE SLAB SLOPE TO DRAIN 1!!!!!!!!!!!!!!!!!!!!!! )()()()(S( R-441 INSULATION MEM 411lily4Y 811181/11111/1/1l1/��\\ J'' R-30 INSULATION 4' EARS 18' O.C. TIGHTLINE FOUNDATION DRAIN. 4' DIA. PER. 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. I' BEYOND THE OUTSIDE EDGE OF THE FOOTING AND MIN. 6' ABOVE THE TOP OF THE FOOTING 4 COVERED W/ FILTER FABRIC. ILITY NOOK R-38 HIGH DENSITY INSULATION • FLOOR CRAIA LSPACE COPYRIGHT 2010 Landmark Design Ino. ALL RIGHTS RESERVED KITCHEN FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUE-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) BEDROOM 2 TVP. INT. WALL (2) 2x4 TOP 1E 2x4 1STUD 16' 0.C. 2x4 BOT. 1E Vet BATH STUDY ttitttttiititt 1 1 l�l�l�l�l�l�l�i�l�l�l 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CR4WLSPACE. LAP SPLICES 12' MIN. tttttttttttttttttttti... BONUS ROOM FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) J c)c)S1 x/3)3)31 �1S1) .,N)Q`Mi(INAMS A/ci\ic1 cMcM/cI MA ) R-30 INSULATION { 6' SPHERE WAKE TO PASS 114ROUGH OPENING BELOW STAIR INSTALL 4' GUl°s • CEILNG, AND LLWAI.LS (3) 2x12 STRINGERS FIRE Ci.00K • MID -SPAN AND N S1UD WALLS ALONG AAD N LI E WITH STRINGERS F AREA U1DFR STARS IS U1NNIEED IS -INTERIOR AL STAIR DETAIL AND NOTES NO SCALE 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. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, 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. SARA6E USE 1/2' GWS ON ALL WARM AND STRUCTURAL WALLS. (I) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWS REVIEWED FOR CODE COMPLIANCE UILIN SECTION 3/8"=1'-O" STUD NOTCHING AND BORING - SEARING 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. GRADE 17- 0080 APPROVED JUN 27 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 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: L2B-2802-2L Date: 12-23-16 5 ISA N C 110Y OU S.D. 110Y p 6 -Lc! 0 / \ \ N L UPPER FLOOR LTRICAL 1/4u_1i_0" LIGHTS LIJ 10 S.D. N N N • / / C4) CLG OUTLET MAIN FLOOLTSICAL JNTERIOR STAIRWAY ILLUMINATION PER SEC 8303. t 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. 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. ..a o E;Is Eal `z • REVIEWED FO' CODE COMPLIAN APPROVED JUN 2 7 2017 OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) 4 LIGHT COMBO SMOKE ALARM - CARBON MONO. PET. 110 V W/ BATTERY BACKUP CABLE T.Y. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS CITY OFTUKWIL A 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: L2B-2802-2L Date: 12-23-I6 6 CzFNFRAI STRUCTURAL NOTFS ALL CONSTRUCTION SHALL SE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (ISC), 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 S, : 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE SEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D 58 : 1.5 - ISG FIGURE 16133(1) Sce: 1.0, 16 : 1.0,R=6.5 C. : 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 NE REQUIREMENTS OF NE INTERNATIONAL BUILDING CODE, 2015 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE 'A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH 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% ±15% BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2" ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOU 4 OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON J08 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 BAIL DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY 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 11,2t' 11/2" (5 AND SMALLER) 2" (to AND LAGER) 3" TIMBER: ALL LUMBER SHALL SE AS FOLLOWS UNLESS NOTED OTHERWISE: SEAMS DP2 OR SETTER POSTS DP2 OR BETTER 2x FRAMING HP2 OR SETTER 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 SE 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 SE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION 180 230410.5. ALL MINIMUM NAILING SHALL SE PER IBC TABLE 2304.10.1 U.N.O. MACHINE BOLTS TO SE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO SE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO SE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLS) TO SE IN ACCORDANCE WITH ANSI/AITC STANDARD AI90.I, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER. USE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -VS FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL SE CAMBERED ON A 3500' RADIUS UN.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO SE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL SE AS NOTED ON THE PLANS AND AS MANUFACTURED SY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO SE 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 SEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO SE SIZED AND PROVIDED SY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO SE SY TRUSS JOIST WEYERHAEUSER (MICROLAM - Po = 2,600 PSI, E 1,900,000 P51) MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT No. 08615-R BEARING LENGTH SHALL NOT BE LESS THAN 11/2". DO NOT CUT OR NOTCH SEAMS 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 SE 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 SE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d * 12" 0C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d a 8" O.C. SHEAR 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 * 6" 0.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL SE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL SE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY SE (2) 2x MEMBERS FACE -NAILED WITH I6d e 12" 0C. 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 U.N.O. 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 U.NA. 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 Sd COMMON OR GALVANIZED BOX NAILS AT 6" 0C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED SOX NAILS AT 12" 0C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH Sd COMMON OR GALVANIZED BOX NAILS AT 6" 0C. AT SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" 0C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO SE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL SE 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 PRE ARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL SE PLANT FABRICATED AND SHALL SEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED AND LOADS SHALL SE IN 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 SE 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 SE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOS SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND SE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE SEEN 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 SE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOU.N. VARIATIONS AND MODIFICATIONS TO WORK SHOUN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER S EAR WALL SG EULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) A> 1/2" CDX Sd 6 6" O.C. %43" G 60" O.C. Qa II = 230 PLF OR OSIS E> 1/2" CDX OR 058 8d * 4" 0C. 3/$" 6 32" O.C. Qa I I = 350 PLF I:* 1/2" CDX 8d e 3" 0C. %/%" a 16" 0C. Qa I I : 450 PLF OR OSB USE 3x STUDS AT ABUTTING PANEL EDGES 4 STAGGER NAILS SEE DETAIL 12 / 52.0 FOR CONSTRUCTION 1 NOTES I) ALL WALLS DESIGNATED" >" 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 SE THROUGH EACH EDGE OF EACH PANEL. NAILING Al INTERMEDIATE FRAMING TO BE AT 12" 0C. NAILING NOT CALLED OUT SHALL SE PER IDC TABLE 23049.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL SE 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 SE 3" x 3" x 1/4" PER IBC SECTION 2308.32 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH IBC SECTION 23063. 5) DESIGNATED 3x STUDS MAY SE (2) 2x MEMBERS FACE -NAILED WITH 16d e 12" 0.C. STAGGERED. 4x10 3!� x 9 LVL-• • • J • T • UPPER FLOOR A : 1,558 SQ FT 1-----, .4 LSTA24 - SEAM DSCS - GI TO TOP PLA LJA I • • • • • • f L C • • • LSTA30 - HDR 4 SILL. TO 3x BLOCKING:. TO TOP PLATE (T'YP. 2 PLACES) 34 x n� " MAIN FLOOR A = 1,244 SQ FT C lit 314 x 114 LVL LSTA24 - IMAM TO 7 -TOP PLATE STEM WALL — 21-0" a" cONTNUCUS FTG. J REINFORCEMENT I' -O" 'MINIMUM j 2 MAX. STEPPED FOOTING DETAIL WALE: 14' 1 V -m' 16d a 16" o,C SOLE PLATE NAILING. 341 SUBFLOOR (3) Sd JOIST -TO -TOP PLATE U14.0. MAINTAIN MIN. IL' END DISTANCE. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON CO MCN MEMBER OR BLOCKING SHEATHING t NAILING PER PLAN. MATCH WALL ABOVE Uo. 6'-0" MAX FINISH GRADE IS" M'H 2 x 6 STUD 0 16' O.C. USE DBL STUD I ENDS OF SPAR LUAUS 4 HOLDOUNS. • 101-01 2x NAILER AND PT SILL ai/ 34114. ANCHOR BOLT I 3' x 3" x 14' U`48I-ER AT 5'-0' O.C. WO. (ALT. MASA • 48" O:C.) MID TYPE HOLDOUN PER PLAN. +4 BAR I 10" O.C. - NORM 44L13AR • 16" O.C. - VERT. FINISH GRADE 14 BAR CO T11410us M ' (Trp) CRIPPLE WALL WITIH BACKFILL FOUNDATION SCALE: "41. • P-01 uioo 0o RECEIVED CITY OF TUKWILA APR 062017 APPROVED JUN 27 2017 C City of Tukwila BUILDING DIVISION COPYRIGHT 2016, SEGA ENGINEERS i-- 11.1 Z c a- z r� OC „ 0 lu .. LL —1 al W 0 I N ct) Q tto a) o g phl 0 co co rn a ./� \ r � � W o� 0 0 Co 0 0 4 "4 0 Same d 'tel Hu co QCNI� Nif p() <1CO. } 7, z� W 0 Z STRUCTU1R,4L ENEIRAL JOB I1-016 ool 1/2" RATED SHEATHING 8d66"0C. 2x VENTED BLOCKING. END NAIL TO TRUSS 6 EACH END w/ (2) 8d. SHEATHING AND NAILING PER PLAN OR SCHEDULE. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING 141 FRAMING ANCHOR EACH TRUSS. USE 1410-2 AT DBL TRUSS. TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ I6d a 6" OC. STAGGERED 2x FRAMING PER PLAN. (BEAM AT SIM) TYPICAL ROOF FRAMING CONNECTION SCALE: I" • 1'-0" lis" RATED S1-IEATHING 8d a 6" 0.C. (4" 0.C. B SIM.) GABLE END TRUSS. DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d 6 6" 0G. STAGGERED. SHEATHING 4 NAILING PER PLAN OR SHEAR WALL SCHEDULE. ill !i A A35 6 48" O.C. (USE 24" 0G. AT SIM.) 2x BRACE PER TRUSS SUPPLIER OR 48" O.C. SECURE w/ A34 EACH END. 2x FRAMING PER PLAN. (HEADER • SIM) ROOF FRAMING 6 GABLE END SCALE: 1' • Is -0" EXTERIOR SHEATHING PER PLAN OR SCHEDULE Sde4"0.C. 2x BLOCKING w/ 16d 6 8" 0C. 1/2" RATED SHEATHING RAFTER OR TRUSS PER PLAN w/ (2) Sd TO 2x BLOCKING NOTE: SEE ARCH FOR FLASHING REQUIREMENTS. 2x BLOCKING w/ (2) 8d TO STUD EACH END 2x STUD PER PLAN 3 ; LOWER ROOF FRAMING 6 SI -SEAR WALL SCALE: I" • 1'-0" 1/2" RATED SHEATHING w/ 8d { 4" 0C. TO FRAMING TRUSS PER PLAN DBL 2x TOP PLATE. (BEAM AT SIM) NOTE: TRUSS TO DEVELOP CAPACITY OF CONNECTOR 2x STUD (NOT 6 SIM) CONNECTOR STRAP PER PLAN. NOTE: INSTALL CONNECTOR PRIOR TO PLACING COMMON TRUSSES DRAG STRUT CONNECTION S'2.12) SCALE: I" • 1'-0" MSTC HOLDOWN STRAP PER PLAN SOLE PLATE NAILING. USE I6d a 16" 0G. MIN. SOLID RIM JOIST SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING (3) 8d JOIST -TO -TOP PLATE UN.O. MAINTAIN MIN,11/2" END DISTANCE. 2x FRAMING PER PLAN. (BEAM AT SIM) " SUBFLOOR JOIST PER PLAN 2x DBL TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d * 6" 0C. STAGGERED. TYPICAL FLOOR FRAMING CONNECTION SCALE: I" • 1'-0" 2x JOIST PER PLAN 8d a 4" OC. • 3/4" SUBFLOOR 2x BLOCKING w/ A35 FRAMING ANCHOR AT 6" O.C. TO TOP PLATE. SHEATHING 4 NAILING PER PLAN OR SCHEDULE. 2x FRAMING PER PLAN. (BEAM AT SIM) FRAMING AT INTERIOR SMEAR WALL SCALE: IN • I'-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE 'SIMPSON' HOLDOUN PER PLAN 16d a 4" O.C. SOLE PLATE NAILING. JOIST PER PLAN LUS210 HANGER BEAM PER PLAN 7 SI -TEAR WALL FRAMING AT FLUSH BEAM S2.5) SCALE: 1" • P-0" 1/2" RATED SHEATHING 4 NAILING PER PLAN. 16d 6 8" 0C. SOLE PLATE NAILING. SOLID RIM JOIST 34" SUBFLOOR JOIST PER PLAN BEAM PER PLAN. SI.4EAR WALL FRAMING AT BEAM SCALE: IN • 1'-0" Sd 9 6" 0C. SUBFLOOR PER PLAN AC POST CAP 2x BLOCKING w/ (3) Sd TOE -NAIL TO 4x SEAM 4 (2) Sd TO JOISTS. JOIST PER PLAN 4x4 PT POST (4x6 AT SPLICE)-\ MAB ANCHOR (ALT. A34 ANCHOR TWO SIDES) FTG PER PLAN FINISH GRADE FA 1 15" 12" MIN. MIN. 10 FLOOR FRAMING AT CRAWL SPACE SCALE: In • 1'-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE TRUSS PER PLAN 111 16da8"0.C.SOLE PLATE NAILING. 8d 0 6" 0.C. UNO 34" SUBFLOOR LUS HANGER BY TRUSS SUPPLIER JOIST PER PLAN LUS 2I0 HANGER SEAM PER PLAN tt 1 SMEAR WALL FRAMING AT BEAM SCALE: I" • 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 lie" RATED SHEATHING 4 NAILING PER SCHEDULE. 3x BLOCKING /�ITYP) SI -EAR WALL FORCE TRANSFER DETAIL SCALE: I" • 1'-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE 2x PT SILL w/ ANCHOR BOLT 4 3" x 3" x 144 WASHER PER PLAN OR SCHEDULE. USE 3434 a 60" O.C. MIN. 6" MIN. FINISH GRADE OR SLAB ON GRADE STHD HOLDOWN PER PLAN 1'-6" MIN. Q 71, 1'-4 FOUNDATION AT SLAB ON GRADE 2x STUD PER PLAN. USE DBL STUD AT END OF SHEAR WALLS 4 HOLDOU NS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. SEE PLAN FOR TOP OF CONCRETE AT SIMILAR 4" SLAB ON GRADE OVER MIN. 6 MIL VAPOR BARRIER rt A . '.4. *4 BAR - HORIZ. *4 LBAR 6 24" O.C. - VERTICAL *4 BAR CONT. SCALE: IN • 1'-0' 2x STUD PER PLAN. USE MINIMUM - -- (2) 2x STUD a ENDS OF SHEAR_','1 WALLS 4 HOLDOUNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING. 6" MIN. (NOT 0 S.O.G.) FINISH GRADE 12" EZAX (5.0.G. a SIN.) 1'-6MIN 2'-6" MAX. 8" a '! 16d016"0C.SOLE PLATE NAILING. i4'SHEATHING ANCHOR BOLT w/ 3"x3"x1/4" WASHER SEE SCHEDULE FOR SITS 4 SPACING.USE s". AT 60" O.C. UN.O. 2x PT SILL AR - 140RIZ. STHD HOLDOWN PER PLAN. .*4LBAR 624" 0.C. - VERT. . A *4 BAR CONTINUOUS 1'-4" FOUNDATION AT CRAWL SPACE SCALE: In • I'-0" LSTA24 STRAP (FAR SIDE) 2x TOP PLATE HDR PER PLAN. EXTEND OVER PANEL TO KING STUD. �- 16" �, 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. 4 4 44 4. 4. 4 4. 4. 4+ 44 ** 44 4.4 4+ . • • 4 4 4 + ✓ 4 4. 4 , 4 4 4 4 4 4 4 4 + 4 4 (2) 2x STUDS (TYP) 4x BLOCKING 0 MIDDLE 24" IF REQUIRED. 1/2" RATED SHEATHING (24/0 EXP 1). NAIL w/ (2) ROWS Sd a 3" 0C. AT PANEL EDGES. RECEIVED (2) 2x PLATE. NAVY OF TUKWILA SHT'G TO EA PLATE) APR 06 2017 PERMIT CENTER 2x PT SILL (2) 3/84 ANCHOR BOLT w/ MIN. 1" EMBEDMENT 4 GALVANIZED iE W FOUNDATION PER MIN. 8" THICK STEM *4 BAR HORIZ. TOP PORTAL FRAME PANEL 1T- 0080 E 0_ „ � 0 LU .. -1 ILI 0 4 d) coQ .a d Cd 0, STizUCTURAL IJEWED FOR E COMPLIANCE APPROVED ALL w/ 4 50ittbrit 7 2017 City of Tukwila BUILDING DIVISION COPYRIGHT 2016, SEGA ENGINEERS JoIE3 11-0,6 f