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HomeMy WebLinkAboutPermit D17-0081 - MULTANI CUSTOM HOMES - LOT 5 SINGLE FAMILY RESIDENCEMULTANI LOT 5 14419 45 LN S D17-0081 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 0040000395 14419 45TH LN S MULTANI - LOT 5 COMBOSFR PERMIT Permit Number: D17-0081 Issue Date: 6/12/2017 Permit Expires On: 12/9/2017 Owner: Name: Address: Contact Person: Name: PT HOLDING LLC 1700 23RD AVE S #100 , SEATTLE, WA, 98144 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: DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,832 SQ FT SINGLE FAMILY HOME WITH A 377 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: Project Valuation: $378,368.55 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $10,957.81 Occupancy per IBC: 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: Volumes: Cut: 10 Fill: 10 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the sa 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: -cfhivoi 414. L inuin1 Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 4: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 5: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 6: Any material spilled onto any street shall be cleaned up immediately. 7: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 8: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 9: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 0 o 10: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 11: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 12: The property owner is responsible for the maintenance of its storm drainage system and, for this purpose, shall have a maintenance plan in place and the responsibility for maintenance assigned prior to Public Works final. 13: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 14: 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. 15: Prior to issuance of this permit, Transportation Impact Fee shall be paid in the amount of $1,013.88. 16: Applicant shall obtain water meter from Water District #125 (206-242-9547). Since Water District #125 doesn't inspect water pipedownstream of meter, City of Tukwila inspection is required. 17: Applicant shall obtain sanitary side sewer permit from Valley View District (206-242-3236). 18: 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. 19: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 20: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 22: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2435) (FIRE ACCESS ROAD INCLUDING HAMMERHEAD TURNAROUND TO BE STENCILED/SIGNED FIRE LANE ON BOTH SIDES OF THE ROAD.) 24: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. (City Ordinance #2435) 25: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 26: Fire hydrants are required as detailed in City Ordinance #2052. 32: 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) 27: 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) 28: 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) 29: 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) 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) 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 33: ***BUILDING PERMIT CONDITIONS*** 34: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 35: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 36: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 37: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 38: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 39: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 40: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 41: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 42: All wood to remain in placed concrete shall be treated wood. 43: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 44: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 45: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 46: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 47: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 0 0 48: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 49: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 50: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 51: ***MECHANICAL PERMIT CONDITIONS*** 52: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 53: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 54: Manufacturers installation instructions shall be available on the job site at the time of inspection. 55: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 56: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 57: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 58: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 59: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 60: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 61: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 62: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 63: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 64: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 65: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 66: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 67: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 68: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 69: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 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** 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5000 CURB, ACCESS, SDW 0610 ENERGY EFF CERT 5200 EROSION MEASURES 52101 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 0609 PIPE/DUCT INSULATION 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKA Community Develoj7 nt Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combinatioermit No. 1) l si -(os Project No.: Date Application Accepted: 14-10 ".1 7 Date Application Expires: (0-1 17 (For Office use only) COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: -....._k l9 _ 45'!'- ( �} King Co Assessor's Tax No.: (.57914 OD 937-) k77 S Th w i PROPERTY OWNER Name: o/tut_ hi t4 Li fr,AA1, Name:/1, jr/I ' ` C� ti. �r 7GJ EmailiAu ,,iiim1 /w/4 ii. 6-0 ' Address' `j� C T9,4 t Contr Reg No utemeHO 1E Date: City: i. - Tukwila Business License No.: State Zilgo l CONTACT PERSON - person receiving all project commun'cation Name: o/tut_ hi t4 Li fr,AA1, Address ---, ' c 2_,--/-4 ft._City: w>State:_ Zipq y 1 Phone: 0022,1.46,q_ Fax: 1(ilc, EmailiAu ,,iiim1 /w/4 ii. 6-0 ' GENERAL CONTRACTOR INFORMATION Company Name:Ojj 4 , /'.. (kt 1!C5M, Address/04 . s , d fL Architect Name: City: State�,�^11 rr�- ,, •• Zip:Wa t Phone: Fax: „577 Cite l Stat Contr Reg No utemeHO 1E Date: Phon v49 / ,d Fax: f1 Tukwila Business License No.: Email: ARCHITECT OF RECORD Company Name:$ 4,1 t �r yN 4 i m re.w' Company Name/A4V *� m-eS vv ,1�' Address:., 5T 2„,4 fL Architect Name: Phone.* l9/ /6) 7 Fax: ' �i b Address/g Mai m i% `b ii „577 Cite l Stat Zil v *7 t"� UJ �/ Phon v49 / ,d Fax: f1 Email: ENGINEER OF RECORD Company Name:$ 4,1 t �r yN 4 i m re.w' Engineer Name: Address:., 5T 2„,4 fL City 130 Ocz PP/ 9 _, S4ate: 1,vyt___ Zigiga/ Phone.* l9/ /6) 7 Fax: ' �i b Email. LENDER/BOND ISSUED (required for projects $5,000 or greater per CW 19.27.095) Name: -/ 1 N I 1 4 1 1 tvvi Address: cr up_ City: I C' State: Zip: H:\Applications\Forms-Applications On Line\201 I Applications\Combination Permit Application Revised 8-9-I l.docx Revised: August 2011 bh Page 1 of 4 PROJECT. INFORMATION Valuation of project (contractor's bid price): $ '221 t Scope of work (please provide detailed information): �f ljl/ p tij 14" et..C, 0 DETAILED BUILDING INFORAMTION — PROJECT, FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 1' floor / 4 2nd floor ���Qp g��% �UU Garage ❑ carport ■ fj 7 Deck — covered 0 uncovered ■ Total square footage Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 206-575-4407. EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ furnace <100k btu thermostat emergency generator PLUMBING: Value of plumbing/gas piping work $ p�L) bathtub (or bath/shower combo) 7 dishwasher lavatory (bathroom sink) water heater (gas) appliance vent wood/gas stove fuel type: ❑ electric gas ventilation fan connected to single duct water heater (electric) other mechanical equipment bidet floor drain sink lawn sprinkler system H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh it clothes washer shower water closet gas piping outlets Page 2 of 4 PUBLIC WORKS PERMIT INFORIJ'FION — Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ . Tukwila .. Water District #125 Letter of water availability provided SEWER DISTRICT ❑ .. Tukwila ' ❑ .. Sewer use certificate ❑... Highline .Valley View ❑... Renton Letter of sewer availability provided El .. 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 El... Insurance El ... Easement(s) El ... Maintenance Agreement(s) El ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -Of -Way Use - Potential disturbance ❑...Construction/Excavation/Fill - Right -of -Way...❑ -or- Non Right -of -Way.. ❑ El .. Total Cut ❑ .. Total Fill ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control Cubic Yards Cubic Yards ❑... Work In Flood Zone ❑... Storm Drainage ❑... Abandon Septic Tank ❑... Curb Cut ❑... Pavement Cut ❑... Looped Fire Line ❑ .. Permanent Water Meter Size " WO # ❑ .. Residential Fire Meter Size " WO # ❑ .. Deduct Water Meter Size El .. Temporary Water Meter Size " WO # ❑ .. Sewer Main Extension Public ❑ - or - Private El ❑ .. Trench Excavation ❑ ..Utility Undergrounding ❑ ..Backflow Prevention - Fire Protection Irrigation 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 8-9-1 l.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES ' LICABLE TO ALL PERMITS IN T:HISk,..4PLICATION - M 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. PROPERT NER ORUTHORIZED AGENT: Signature: ti Print Name: \ AAA Date: tl'��� Day Telephone 9 /—'! % .. Mailing Address: H:\Applications\Forms-Applications On Line\201 I Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh City State Z p Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME fl'1I11/il41'h( L0i S' PERMIT # 1 7 - 00 S 14 (.i r 1 s) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume /0 Enter total fill volume $250 (1) category: _ 5b 46.°Vro DA oo * 1/000 - 3�oa -0;/� si so than $200,000 of A. /0 cubic yards cubic yards $ SF (4) RECEIVED CITY OF TUKWILA Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. APR 0 6 2017 QUANTITY IN CUBIC YARDS RATE -- Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 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 CENTER $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION fl (1+4+5) $ 3Y 5r 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) 7. Pavement Mitigation Fee $ i 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 4 Approx. ' Remaining Years RATE Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) " • $10.00 15-10 (75%) : • $194.50 for 1St 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. $7.50 • 10-7 (50%) 100,001 or more $919.00 for 1St 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 1 t S_ t, (7) t„^",yam• 6';DING ^� GRA1ISING Permit Issuance/Inspection. Fee $ 23 (8) � F Grading Permit Fees are calculated using the following table. Use rr 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 Pt 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 $S% (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D Allentown/Foster Pt Water (Ord 2177) E. Allentown/Foster Pt Sewer (Ord 2177) F. Special Connection (TMC Title 14) G. Duwamish H. Transportation Mitigation I. Other Fees $ /0/3 Total A through I $ /0/3 1-1-1 (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ //( 3 0 ¢ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION PEE 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 01.01.2017-12.31.2017 / Total Fee - / 0.75 $625 $6005 ,7 $6630 1 $1125 $15,012;56 $16,137.50 1.5 $2425 $30;625 $32,450 2 $2825 ,,,', 8,040 $50,865 3 $4425 $96,:i $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 emporary Meter .75" $300 2.5" $1,500 3 *AA, Cash. Register Receipt City of Tukwila Receipt Number R11685 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK . PAID $8,155.86 D17-0081 Address: 14419`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 TOTAL FEES PAID BY RECEIPT: R11685 R000.322.900.04.00 0.00 $223.90 $8,155.86 Date Paid: Monday, June 12, 2017 Paid By: MJM HOMES Pay Method: CHECK 1012 Printed: Monday, June 12, 2017 12:05 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila Receipt Number R11230 DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY PAID $8,405.85 D17-0079 Address: 4443 5 144TH ST BLDG 1 •Apn: 0040000395 $2,801.95 .. DEVELOPMENT $2,551.95 PLAN CHECK FEE R000.345.830.00.00 I 0.00 $2,551.95 PUBLIC WORKS $250.00. BASE APPLICATION FEE 1 R000.322.100.00.00 0.00 $250.00 D17-0080 Address: 4443 S 144TH ST BLDG 1 Apn: 0040000395 $2,801.95 DEVELOPMENT $2,551.95 PLAN CHECK FEE I R000.345.830.00.00 0.00 $2,551.95 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 I 0.00 $250.00 D17-0081 Address: 4443 S 144TH ST BLDG '1 Apn: 0040000395 $2,801.95 DEVELOPMENT $2,551.95 PLAN CHECK FEE 1 R000.345.830.00.00 0.00 $2,551.95 PUBLIC WORKS $250.00 BASE APPLICATION FEE TOTAL FEES PAID BY RECEIPT: R11230 R000.322.100.00.00 0.00 $250.00 ;'t $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 CRUVSYSTEMS INSPECTION RECORD Retain a copy with permit i!7me/ 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: iiiiii...1—AN / ,dl" Type of Inspection: (du�bd6 t�^✓ Address: - /./4/9 'if ht/ S Date Called: Special Instructions: Date Wanted: a -/o_/ 8 p.m. Requester: Phone No: Approved per applicable codes. O Corrections required prior to approval. COMMENTS: d J/alf / j, K lnspector3 G (12•/1_ Date: 2 /e 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 cb ( Project`: / �,, f # 5 Typ Ip t ction: ICI FiNisti- Address: 1W /9 95 04 S - Date Called: t. Special Instructions: Date Wanted: a.m� /7 - e.o - Zca/gm. Requester: Phone No: 0 Approved per applicable codes. L'Corrections required prior to approval. COMMENTS: k1(I F/,U/.-6 C �1 IAC /k15 kLc,e c)n 7't Cry- -: Z1r zt Allieu-vd1 ir /U' 2 7�t c.. At c a K� 1-c„ �%ve /I /� ccY .,- cII.5eLpp'- // / /� `a C%lI/ �ito i41� l -GI c/ t1 �j V Inspector: Date: `_ �� �2 %^Z�C1 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 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431.3670 Permit Inspection Request Line (206).438-9350 Project Type of Inspection: Address:Date I114I° i{Si.-Liv .5, Called: (ILaiI b Special Instructions: Date Wanted: lip-bile)•.m. Requester: G— c:v— tt Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: to - A Re.0 V eco Insp ctor: 1t 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) 431-36.70 Permit Inspection Request Line (206) 438-9350 D 17 jog 1 Project: )71 ot-11- n ("-1.a-t� Type of I pection: -- ivt :viC Address: Date Called: Special Instruc ions: Ca / / oIe,51—/ -h�e ofaroov Date Wanted: /���j� a. Requester: G'1en del1rKf Phone No: ,g10(0 3Y9 - y75// U Approved per applicable codes. Ly) COMMENTS: corrections required prior to approval. 6/A=5 MJ2.12e4 Rhaxy1 ehtunfai a Vv A NO Inspelctor: !j' Ivin ary Date: -4� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IPAINSPECTION RECORD Retain a copy with permit DI7 -X?i INSP''+ NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ie t: ®Type of Inspection: Address: 1,11M L/Sf 1 � S, Date Called: �-�- SpecialInstructions: 1 c Dat anted: `7 —'ir ` a•m° p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 1 ;c /41)4/ Date: 9-'1- 2-A0" 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 0/-0:0 Project: MTv I I lel, 11—ain, ] e'o�fInspectiion: n'ecle A �1 cc�.�, ) F1 (J c4._ Address: 11i INSPECTION NO. INSPECTION RECORD Retain a copy with permit Th7--c J 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: U-77* 4.07-6. -Type of Inspection: de Address:'Date /qq9 - 4vS, Called: Special Instructions: Date Wanted:4�. fro' p.m. Requester: Phone No: rr Approved per applicable codes. nCorrections required prior to approval. COMMENTS: DK- Gil 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 b17- co F/ 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 722-7J4/ M11/ LL /NStJill-77cN Type of Inspection: Address: /�'/? 1,—S7 -17/Z V 65's Date Called: Special Instructions: 41:5 - 5 9,130 -- " / �, Date Wanted:14' �6 a.3 m. Requester: N� / '4 Phone No. Ze4-3 ?-y76o %— 1 Approved per applicable codes. I Corrections required prior to approval. COMMENTS: 09�- /Ns ti M7 O.'' Inspector: Dater REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D)7- 8/ Project: ii/M-71949 LOT 5- Type of Inspection: FRRri'ti'NCs Address:Date i907 `/6-77 / N. Si Called: Special Instructions: Date Wanted: ,P, 8-18 CI. mi p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 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 Dp-ooh i' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PIPs Rbb/ Project: M!l -T*14I UT 5-- Type of Inspection: ' '' Pee*tert+-144-4M1+14444r Address: tLHICI 5-17+L.N,S, Date Called: Special Instructions: Date Wanted: 1-17'-1 :Tia: Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: ORN- (^-5 Pi Pg R©126. /# Inspector: 5 Date: l , 7-r8 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 �1 E )'. Project: 4,1ULTANi Type of Inspection: PU611+-IN 1'i-UrvIM Address: 144419 4E 1-N1 €) Date Called: Special Instructions: Ln- a- Date Wanted: .Ti.a. t Z -ao -11 p.m. Requester: G✓ Phone No: 2 L39-975/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: c51.— / CrIAA1/ 1-L- Ro J&iF-/I/ &k- PL.0 FRBIN( 800619-.-//(/ Inspector: Date: 12—Z.0 -(7 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 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: MUL-raft / Type of Inspection: Address: /95)/9 4/557/ 4te S, Date Called: Special Instructions:/-bT /GJ/f`LL s'fii7nrh9 VG o ,ems.51 04-49-z !her Date Wanted: i.2 -/e-17 a.m., p.m. Requester / Phone No: 7-4--- 349- q757 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 43 y di/ftJ- - slir4-71/M 6- s ri7 _ ICocF sth4 N - Of<f N.AO G✓ Inspector: Date: /„2 -/7 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 D17-008"/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350. Project:Type /14d1-7474// LO _ 5 of Inspection: VA) Virg -A-60 g i'N Address: /5/y/9 f5"r S Date Called: Special Instructions: PA/Din aorr f IIYC Date Wanted:____, /i /9Y7 a.m? .m. Requester: awelie Phone No: 215.e-3 7- '7S/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: OK, U» 04R 9c2_1)V C - Inspector: Date: //./.07 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 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 i»7 -O (2 ) Project: /NUL7*N/ Type of Inspection: Foo 7NG-- DRi9-NS A/08ress: LN Called: -5',Date Special Instructions: Lb 7%5- 4, Date Wanted: 7-31-17 a.m. p.m. Requester: //ff/L Phone No: ' Z® 47'3777- 63/' 7 «LL. / Approved per applicable codes. Corrections required prior to approval. COMMENTS: /<J 6- %>Rii//16S` Inspector: Date: 7 -3l --t7 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 D17 -c08 I 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: fU,i..T47)0 Type of Inspection: {OUNtP--7a 1itiALI_ Ad ress: /y41/9 5.70 Il'.s. O' 5'. _ Date Called: Special Instructions:— L-1, % 5 Date Wanted:,, 7-.25-/ 7 �.m. Requester: Phone No: 113 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 7_2.6...77 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .I INSPECTION RECORD Retain a copy with permit 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: /14 fl'Z. sk"11 'r /0 i C Type of spection: ZIP Address: /4/4// q i'4 64 s Date Called: Special Instructions: Date Want ed �� % p.m. Requester: Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: ern - 7":00 RAI& l ie q/7 - Inspector: Dater. -b 47 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. yi T.L.SCHRIEVER, PE, PLS, CESCL (206) 669;5218 t@civilsitealan.com LAND DEVELOPMENT ENGINEERING PO Box 33, Woodinville, WA 98072 June 27, 2017 Paul Multani Multarii Custom Hordes, LLC 9524. S. 237th Street Kent, WA 98031 RE: Foundation Excavation Inspection — Lot S 14419 45th Lane South Tax Parcel 004000-0399 Dear Mr..Multani, This letter is to certify that I inspected the completed foundation. excavationat the above described site on June 26, 2017. i The:proposr~d residence structural plans dated 7/1.8/16 by Greg Thesenvitz, PE show the building foundation was designed for a bearing capacity of 1500 pounds per square foot. Base on my observations and testing on the site, it is my opinion that the floor of the excavation has a soil bearing capacity greater than 1500 pounds per square -foot. If you need additional information or clarification, please contact me. Sincerely, Tim Schriever, PE DIS -CO Page 1 of 1 V {$inflow{` NorthrTe;) Backflows Northwest, Inc. (425) 277-2888 BACKFLOW PREVENTION ASSEMBLY TEST REPORT WATER PURVEYOR KCWD #125 ACCOUNT # ASSEMBLY ID/FILE #/UTILITY DEVICE # Meter # NAME OF PREMISEMUltani Custom Homes LLC Commercial El Residential SERVICE ADDRESS 14419 45th Lane S Tukwila CONTACT PERSON LOCATION OF ASSEMBLY Garage. Code: 1234. DOWNSTREAM PROCESS Fire ZIP 98168 PHONE 206-501-6467 DCVA iX: RPBA NEW INSTALL r] EXISTING [Xi REPLACEMENT U REMOVED LJ APPROVED ASSEMBLY? YES X7 NO i..__. MAKE OF ASSEMBLY Ames MODEL 2000B SERIAL NO. 33325 SIZE 1" PVBA OTHER OLD SER.# PROPER INSTALLATION? YES [X NO INITIAL TEST PASSED ix FAILED L1 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 Xi LEAKED _._! 1.7 PSID CLOSED TIGHT X1 LEAKED n 1.3 PSID #1 CHECK PSID DID NOT OPEN AIR GAP OK? NEW _ . PARTS AND REPAIRS CLEAN REPLACE PART L CLEAN REPLACE PART LI Li'. CLEAN REPLACE PART r_I LI CHECK VALVE HELD AT PSID _ (l lill _ Ei 111 t.__ 0 LEAKED _' ti _1 El s._, L..! __I Ll CLEANED REPAIRED , 1..__] J Li L..._ I 1..._..l TEST AFTER REPAIRS PASSED El FAILED CLOSED TIGHT LJ LEAKED Li PSID CLOSED TIGHT Cl LEAKED LJ PSID RV EXERCISED ___ OPENED AT PSID AIR INLET PSID CHK VALVE - PSID #1 CHECK PSID AIR GAP INSPECTION: SUPPLY PIPE DIAMETER DETECTOR METER READING LEFT SERVICE AS FOUND Isolation valve: Open Closed El SOV#1: Open ❑ Closed SOV#2: Open Pi Closed 4 SEPARATION PASS Ll FAIL ;__ REMARKS: Passed after thorough cleaning / LINE PRESSURE 80 PSI CONFINED SPACE? TESTERS SIGNATURE: aiX�1/7 CERT. NO. B5225 DATE 11-13-18 TESTERS NAME PRINTED Chris Sutton TESTERS PHONE # 425-277-2888 REPAIRED BY: FINAL TEST BY: LIC NO. DATE CERT. NO. DATE CALIBRATION DATE 10-12-18 GAUGE # 09180885 MODEL 845-5 SERVICE RESTORED YES [x__l NO 1 I certify that this report is accurate, and I have used WAC 246-290-490 approved test methods and test equipment. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit �- -- o6(,-.) -s---24 PERMI ---24 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ril / 0 4 -I- 1 Type of. Inspection: rl -:iFFF:Ti-----/ KA\CAI Address: fill Suite #: 4-194 � � Contact Person: Special Instructions: Monitor: ( Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: s r F7/1AC. < y Needs Shift Inspection: c---'4Sprinklers: 5A_-- 7 \ Fire Alarm: 77 Hrs.: Hood & Duct: Monitor: ( bl Pre -Fire:-- -'` Permits: Occupancy Type: / Inspector: 5A_-- Date: f /el/ q Hrs.: f p $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 17- S PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: gzi /a 4 A, /43,4,4 Type of Inspection: i.ec7 _ Address: Suite #: / 4-i Lill t(S.--.11 L A/ • Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: (t7,6 Pre -Fire: Permits: Occupancy Type: — gr(742(:: -4,4ii" — 2- 11-/A-04gre'' 'weir -y--4,i7s/ /(4-( ( 13 /5 — 0 g- COVRAr (s I — hi d.--0 — AezVI Os - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: k, Ms -3 Date: 2/7pg Hrs.: / o $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 T.F.D. Form F.P: 1.13 • / '. `E IT 14525 148th Avenue NE (Ste 132) Woodinville, WA 98072 (206) 669-5218 off (425) 489.4168 fax t@civilsiteplan.com .L.SCHRIEVER, PE LAND DEVELOPMENT ENGINEERING RLL Lots 2, 3 & 5 Lai Short Plat Geotechnical Evaluation Report REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 6 2011 City of Tukwila BUILDING DIVISION CORRECTION PREPARED FOR: MULTANI CUSTOM HOMES, LLC May 22, 2017 Authored by: Tim Schriever, PE #22594 bnoo�i RECEIVED CITY OF TUKWILA MAY 2 6 2011 PERMIT CENTER T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 e.civilsiteplan.com (206)669-5218 off • • rl 1 trrp-1 v flS •°' :Lots 2, 3A 4 Lanort Plat Geotechnical Evaluation Report 5/22/2017 ett 1".T. ,. *roe %IP e., • Page ii T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 t(eDcivilsitenlan.com (206)669-5218 off Lots 2, 3 85 5, Lai Short Plat GEOTECHNICAL EVALUATION REPORT Site Address:144XX 45th Lane S (4443 S 144th St) Tukwila, WA Permit Applicant: Multani Custom Homes, LLC Att: Paul Multani 9524 S. 237th Street Kent, WA 98031 206-501-6467 paulmultani@hotmail.com Property Owner: Multani Custom Homes, LLC Att: Paul Multani 9524 S. 237th Street Kent, WA 98031 206-501-6467 paulmultani@hotmail.com Prepared by: Timothy L. Schriever, PE PO Box 33 Woodinville, WA 98072 206-669-5218 t@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(g)civilsiteplan.coro (206)669.5218 off Contents I. PROJECT OVERVIEW 1 A. STUDY SCOPE: 1 B. PROJECT DESCRIPTION: 1 C. INVESTIGATION SUMMARY. 1 II. SITE CONDITIONS 2 A. SITE CHARACTERISTICS 2 B. PROJECT LOCATION. 2 C. SITE RECONNAISSANCE 3 D. SUBSURFACE CONDITIONS 3 III. CONCLUSIONS AND RECOMMENDATIONS 4 A SITE GRADING AND EARTHWORK SLOPES 4 A. Shoring for Excavations 5 B. Compaction 5 D. Structure Footing 6 E. PERMANENT STRUCTURE RETAINING WALLS 6 F. RETAINING WALL BACKFILL 7 G. FOUNDATION AND RETAINING WALL FOOTING DRAINAGE 8 IV. PROFESSIONAL ENGINEERS CERTIFICATION 9 V. APPENDIX 10 A. SOIL CLASSIFICATION CHART (ASTM D2487) 10 B. LAI SHORT PLAT ROADWAY/DRAINAGE PLAN 10 Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page iv T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 talcivilsiteplan.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 J@ ivilsiteplan.tonl (206)669-5218 off II. SITE CONDITIONS A. SITE CHARACTERISTICS The subject building lots are currently vacant land vegetated with grass. A private access road, fire truck turn -around, storm drains and sanitary sewer line appear to have been constructed in accordance with the City approved Lai Short Plat Construction plans. The turn -around and east half of the private road are constructed with permeable pavement. B. PROJECT LOCATION: The Project is in the NE1/4, Section 22, T23N, R4E, W.M., Site Address: 144XX 45th Lane S (4443 S 144th St) Z I I. 5 N 1,. V ' GFosierHI ®hoot sit; • S144hSt 5 U S 150th SI t� S 146th St "" U, $ '148th St d ▪ 51SOth St S 1$2iut St � 5152nC S1_ S 144th Sr 4443 South 144th'Sheet Te 3. S t46th St s r444Ph st 0 ti 14eth St' U, S 144th St 9 UVi `s S15atb t VI U, 7ht)ttldyke. Elementary School v [A xn4 S 156th St 171 .011 • 1607, 51St. Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page 2 T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 t Ci.civilsitealan.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 16:: ivilsiteplan.com (206)669-5218 off III. CONCLUSIONS AND RECOMMENDATIONS The following discussion presents the conclusions and recommendation of the major geotechnical issues anticipated for this project. The 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%: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 I %: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 tetivilsitenlan.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 (H:V). To reduce the potential of shallow sloughing, fill must be compacted to the face of these slopes. This can be accomplished by overbuilding the compacted fill and then trimming it back to its final inclination. Adequate compaction of the slope face is important for long-term.stability and is necessary to prevent excessive settlement of patios, slabs, foundations, or other improvements that may be placed near the edge of the slope. Water must not be allowed to flow uncontrolled over the top of any temporary or permanent slope. Also, all permanently exposed slopes shall be scarified and mulched or provided surface treatment with medium bark (or equal), and seeded with an appropriate 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 t@cirilsiteplun.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 tecivilsiteplan.com (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 )@civiisiteplan.cam (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-%" 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 F.T. MIN. .6' MIN. AWAY FROM BUILDING. FINISHED CRAWLSPACE FLOOR ABOVE CROWN OF PERF, PIPE 4" SOUD DOWNSPOUT DRAIN PIPE SLOPING 2.0% MIN. 4" PERF. FOOTING DRAIN TO POSITIVE OUTFLOW. S=0.5% 4" SOLID DRAIN PIPE SLOPING 2.0% MIN.. ROOF AND .FOOTING DRAIN PIPES MAY CONNECTED. AT 5' MINIMUM SETBACK TO BUILDING FOOTING AND , AT LEAST 6 INCHES LOWER THAN FOOTING DRAINS AND CRAWLSPACE FLOOR 6" PVC 5;2.09; MIN. EXTEND DRAIN PIPE TO DISCHARGE INTO STORM DRAINAGE SYSTEM IN. PRIVATE ROAD (MATCH PIPE CROWNS TW) FOOTING DRAIN NOTES: 1. FOOTING DRAIN GRAVEL SHALL BE POORLY GRADED 1/2" TO 1=1/2" WASHED ROCK, AND SHALL EXTEND AT LEAST 12" 'MINIMUM. BEYOND THE OUTSIDE EDGE OF THE FOOTING AND 6 INCH MINIMUM ABOVE 'THE TOP OF THE FOOTING. 2. THE. PERFORATED PIPE SHALL BE 4" DIAMETER SLOTTED CORRUGATED POLYETHYLENE, PLACED ON A 2 INCH MINIMUM THICKNESS BED OF WASHED ROCK, AND SHALL BE COVERED WITH NOT LESS THAN 6 INCHES OF WASHED ROCK. 3. THE FOOTING DRAIN GRAVEL SHALL BE COVERED WITH GEOTEXTILE FILTER FABRIC (MIRAFI 140N OR EQUAL). tTh t J FOOTING . DRAIN & ROOF. DRAIN CONNECTION DETAIL NOT TO SCALE Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page. 8 T.L. SCHRIEVER, PE, PLS, Land Development Engineering ►- • PO Box 33, Woodinville, WA 98072 t(civilsitenian.com (206)669-5218 off IV. PROFESSIONAL ENGINEERS CERTIFICATION • This report was prepared for the Multani Custom Homes, LLC -for use in the planning and design of this, specific site :and project.. Our recommendations and conclusions are based on observed site materials and conditions. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services, budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except where specifically described in this report. This report should be considered a limited evaluation of existing conditions, and our report conclusions and interpretations should not be construed as a warranty of subgrade conditions. Within the limitations of scope, schedule and budget for our services, we have striven to take care that our work has been done in accordance with generally accepted practices followed in this area at the time this report was prepared. No other conditions, expressed or implied, should be understood. May 22, 2017 Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page 9 T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 1(g}tiviisitepian.om (2061669-5218 off V. APPENDIX A. SOIL CLASSIFICATION CHART (ASTM D2487) B. LAI SHORT PLAT ROADWAY/DRAINAGE PLAN Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page 10 T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 t©civilsiteplan.com (206)669-5218 off APPENDIX A SOIL CLASSIFICATION CHART (ASTM 02487) 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 y G Group roup GRAVELS More than 50% of coarse Fraction retained on No. 4 Sieve CLEAN GRAVELS < 5% fines Cu> 4 and 1 < Co < 3e GW Well -graded gravel f Cu < 4 and/or 1 > Ce > 3e GP Poorly -graded gravels GRAVELS WITH FINES > 12% of fines' Fines classify as ML or MH GM Silty gravels'g°h Fines classify as CL or CH GC Clayey glavelr,g,h SANDS 50% or more of coarse fraction passes No. 4 Sieve CLEAN SANDS < 5% fines`Cu Cu?6 and 1 < C� < 3e — — SW Well -graded Sand; < 6 and/or 1 > Ce > 3 e SP Poorly -graded sand SANDS WITH FINES > 12% finesd Fines classify as ML or MH SM Silty sandg'h'i 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" linei CL k,1;m Lean clay PI < 4 or plots below "A" line ML Siltk,1,m Organic Liquid limit -oven dried <0.75 OL Organim u clay ° ' Liquid limit -not dried Organic silticl•m'° SILTS AND CLAYS Liquid limit q 50 or more Inorganic PI plots on or above "A" line CH Fat clayk,i,m PI plots below "A" line MH Elastic siltk,l'm Organic Liquid limit -oven dried <0.75 OH Organic k 1 m clay ' ' ,P Liquid limit -not dried Organic cl ayk,l,m,P Highly fibrous organic soils Primary organic matter, dark in color, and organic odor Pt Peat Lots 2, 3 & 4 Lai Short Plat Geotechnical Evaluation Report 5/22/2017 Page 11 T.L. SCHRIEVER, PE, PLS, Land Development Engineering PO Box 33, Woodinville, WA 98072 i(Cr}civilsiieplun.com (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\Dlo Cc = (D30)2/(D1o)(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 >_ 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 12 831.ON (NV 133HS 83AO0 89186 YM'd11MNf1l. 133a.1S Hit41. 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Alilei 81111111 {e>n5 .ii .; a M d 'H'H LDMIYa /WM11'H :aa=no PM4d '$fl 48111011 Wild 141 aai a O Vias 31,4 roN CrD o to Prescriptive Energy Code Compliance for All Climate Zones s in Washington t: ojebt Information Contact Information �L2-2802 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date . . All Climate Zones Eff cient:Building EnveloPe 1a . : .. R-Valuea U-Factora Fenestration U Factorb n/a 0.30 Skylight U Factor.... n/a 0.50 Glazed Fenestration SHGC" n/a n/a Ceilingk 49 0.026 Wood Frame Wall9''"'" 21 int 0.056 Mass Wall .R -Value' . _ . 21/21h 0.056 Floor 309 0.029 Below Grade Wail`'"' 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 RECEIVED CITY OF TUKWILA APR 0 6 2011 PERMIT CENTER Each dwelling unit in a residential building shall comply with sufficient options from Table 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 area. Additions to existing building that are greater than 500 square feet of heated flo square feet. 02. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling require 2.5 credits. ❑3. 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 R406.2 so as to achieve units serving square feet of fenestration or area but less than 1500 R-2 occupancies shall . Table R406.2 Summary Option .:.Description .Credit(s 1 a;.: Eff cient:Building EnveloPe 1a . : .. ... 0.5 1 b' Efficient Building Envelope 1 b • : 1:0 .. 1 c.. .' Efficient Building Envelope 1c ' '2:0 1d :. Efficient Building Envelope 1d 0:5 ' 2a : Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c:: Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1:0 3b :. . . High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 .. . 3d High Efficiency HVAC 3d 1.0 4 High Efficiency: HVAC Distribution System :: 1.0 5a Efficient Water Heating 5a 0.5 5b . Efficient Water Heating 5b1,0 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 i3i.,(EVIEWED FOR APPROVED CODE COMPLIANCE JUN 0 6 2017 City of Tukwila UILDING DIVISION 1.0. *1200 kwh 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. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Reserved. g Reserved. 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, L2-2802 Exempt SWinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq- ft. max.) Vertical Fenestration (Windows and doors) Component Description . Ref. U -factor Contact Information Ref. U -factor ENTRY DOOR _ L. . , 0.20.. -. BATH 36.0. 0.28 DINING ROOM' 13.44 0.28 GREAT ROOM 6.0 0.28 NOOK 7.00 0:28 NOOK 25.0 6.28. NOOK 5.60 0.28, KITCHEN: 20.0 0.28 STUDY 8.96 0.28 BEDROOM 4.0.28 20.0 5.60 STAIRS r 0.28 BEDROOM 2 17.8 0.28 MASTER BEDROOM 0.00 0.28 MASTER BATH, 0.0 0.28 BEDROOM 3 0.00 0.28 PLAYROOM 0.0 0.28 PLAYROOM . 0:00 0.28 GARAGE/DWELLING DOORS 0.0 0.20 0.0 0.00 0.0 . 0.00 0.0 0.00 0.0 • 0.0 .. 0.00 0.0 .0.00 0.0 0.00 0.0 0.00 t • Width Height Qt. Feet Inch Feet Inch Width Height Qt. • Feet inch Feet Inch 1 3 6' 8 2 5 1 6 6 1: 8 6 1'. 6 6 10 1 6 1 5 5 1 3 4 6 1 5 5 1 5 4 1 5 6 1 5 4 1. 8 4 1 5 4 1 5 4 1 2 4 1; 5 4 6 1: 2 8 6 8 Area UA 0.0 .. 0.00 0.0 0.00 Area UA 20.0 .4.00 10.0 2.80 36.0. 10.08 48.0 13.44 41.0 11.48 6.0 .1.68 25.0 7.00 13.5 3.78 25.0 ..7.00 20.0 5.60 30.0 8.40 20.0 5.60 32.0 8.96 20:0 5.60 20.0 5.60 8.0 2:24 22.5 6.30 17.8 . 3.56 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 .0.00 0.0 . 0:00 0.0 0.00 0.0 0:00 0.0 0.00 0.0 . 0.00 0.0 0.00 0.0 0.00 0.0 .. 0.00 0.0 .0.00 0.0 0.00 0.0 0.00 Overhead Glazing (Skylights) Component Description Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area 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 0.00 414.8 113.12 0.27 Area UA 0.0 • 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 .0.00 0.0 0.00 0.0 0.00 0.00 414.8 113.12 Simple 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 L2-2802 Heating System Type: 0 AU Other Systems Contact Information 0 Hea Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions 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 Single Rafter or Joist Vaulted Ceilings Instructions Select R -Value Above Grade Walls (see Figurer) Instructions Floors Instructions Below Grade Walls (see Figure 1) Instructions 1 Select R -value Slab Below Grade (see Figure 1) Instructions Select conditioning Slab on Grade (see Figure 1) Instructions Location of Ducts Instructions Design Temperature Difference (AT) AT= Indoor (70 degrees) - Outdoor Design Temp 2,802 8.5 U -Factor 0.30 Conditioned Volume 23,817 X Area U -Factor X 0.50 415 Area = UA 124.50 = UA U -Factor X Area = UA 0.026 43.45 U -Factor X No selection U -Factor X 0.056 U -Factor X 0.025 U -Factor X No selection 1,671 Area Area 2,471 Area 1;641 Area UA UA 138.38 UA 41.03 UA F -Factor X Length UA No selection F -Factor X Length UA No selection Sum of UA Duct Leakage Coefficient 1.10 Envelope Heat Load Sum of UA X eT Air Leakage Heat Load VolumeX 0.6X5T X.018 46 347.35 15,978 Btu / Hour 11,832 Btu / Hour Building Design Heat Load 27,810 Btu / Hour Air Leakage • Envelope Heat Loss Building and Duct Heat Load 30,591 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Duds in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 42,828 Btu / Hour Building and Dud Heat Loss X 1.40 for Forced Air Fumace Building and Dud Heat Loss X 1.25 for Heat Pump (07/01/13) 0111 s Simple 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 L2-2802 Contact Information Heating System Type: O All Other systems 0 Hea Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions l � r 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 JselectR.Vatue Above Grade Walls (see Figure 1) Instructions Floors Instructions Below Grade Walls (see Figure 1) Instructions Slab Below Grade (see Figure 1) Instructions Select conditioning Slab on Grade (see Figure 1) Instructions Select R -Value Location of Ducts Instructions Figure 1. fintinc Design Temperature Difference (AT) AT = Indoor (70 degrees) - Outdoor Design Temp 2,802 8.5 U -Factor 0.30 U -Factor 0.50 Conditioned Volume 23,817 X Area 415 = UA 124.50 X Area = UA U -Factor X 0.026 U -Factor X No selection U -Factor X 0.056 U -Factor X 0.025 U -Factor X No selection Area = UA 1,671 Area Area 2,471 43.45 UA UA 138.38 Area UA 1,641 Area 41.03 UA F -Factor X Length UA No selection F -Factor X Length UA No selection Duct Leakage Coefficient 1.10 Sum of UA 347.35 46 Envelope Heat Load 15,978 Btu / Hour Sum of UAXAT Air Leakage Heat Load 11,832 Btu / Hour VolumeX 0.6 X AT X.018 Building Design Heat Load 27,810 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 30,591 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 42,828 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Fumace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) STRUCTURAL CALCULATIONS FOR THE MULTANI RESIDENTIAL PROJECT Plan L2-2802-2 March 8, 2017 Job No.: 11-076 Location: Lot 5, Lai Short Plat King County, Washington Copyright 2017, SEGA Engineers REVIEWED FOR CODE COMPLIANCE APPROVED JUN 062017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 6 2017 PERMIT CENTER SEGA Engineers/ /Structural & Civil Consulting Engineers 22939 SE 292"d 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, / 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: 07/18/16 Sht 1 Design Criteria International Building Code (IBC), 2015 LOADS Roof DL 15psf LL 25 psf Floor DL 12 psf LL 40 psf Wind Risk Category II Design Wind Speed 110 mph (Vu,t) KZt 1.00 Exposure B Seismic Design Category D SDS 1.00 Response Factor 6.5 Cs = 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf 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 5/3" GWB 2.8 Misc. 1.5 14.2 psf LL Snow, Pf 25 psf (115%,Load Duration) Reduction, Cs 0.00 (Ct = 1.1, other surfaces) 6/12 pitch = 27 deg Total Roof Load 39.2 psf FLOOR DL Flooring 0.5 psf 3/4' Plywood 2.3 2x12@16"oc 3.3 54' GWB 2.8 Misc. 1.5 10.4 psf LL Residential 40 psf Total Floor Load 50.4 psf DECKS DL 2 x Decking 4.3 psf 2x10@16"oc 2.8 Misc 1.5 8.6 LL WALLS DL Copyright 2011, SEGA Engineers Residential 40 psf Total Deck Load 48.6 psf Siding 3.5 '/2" Plywood 1.5 psf 2x6@16"oc 1.7 Insul 0.6 1/2" GWB 2.2 9.5 psf SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. LzN1 — z5z 11— o7u, FIGURED BY 61fri-- (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE %h SHEETz OF r N� 1 b12- (41/4 -s -7-6z_ ,1z. ggf W — Ctic P -z. 1,19SPt1 (i,)(.41sPY) � ��� 3,s50>- r1=- (4-, tV) (5, Y) — x-.4')(1, t'Ir4)4) 326) )‘i,w 445411 �- () (4511 r) 5 d) 3 sero# c.Jz=c 't►4.a,(_; -z, co IA= 1, 4 4'S')— c d-,,-)0,4 '//A)(4L) = le,c.o1"7 V'=r-c,,�� /i/ C (4) l` Copyright 2011. SEGA Engineers 3�Zx O.1/L L✓.. %p 5-/ �10e.Jr &-I/0 SEGA Engineers PROJECT / Structural & Civil Consulting Engineers Lt. M-ZBoZ JOB NO. 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY Z ','1i i iV iz - peg- c2- at I:La.o,L 73m/7C 4F t�• /AJoo: w = (%i0+0 )/ ;, 11-07 4. FIGURED BY GST DATEiG` i SHEET OF fez � (►�*Z = ��ocN'Li= S,1- m (1.9P') _ � 7,)(E/(7`.`1 s?' 4. = o, 4 ( 1°1.1v)(1(0')2. I) L33 x)o tt,tiz Lei o )(.5°1.1r) t!o, . x -t t 7' /////// 1 t 3" ft' 1(4 fi) S6 St 2,K w.1... Paz g3401' WL CLL�"Z-)(-5-0PP) t-A00r -t-: —( 21( 40),) ` (0/0 r4Z 1 ) (iX) (q,q) CJ€(441. W)(q , = -3 /V if =0 45( i! "')(Ic`)Lt (• •111 0,i101')Z7,095'<ick 5 2 —C-/: (Z 01) 77 0 eJ ht co' V" )C4oPiP) +/0c9''1'T-f, 7J tlz 9,1 //,/1 aft_f.' ,- o, to (16,9e) L7 -S1)2 Copyright 2011, SEGA Engineers 5 t is 6,0 "4- SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. L2M- ?,007 - )1 -01 FIGURED BY Cir (360) 886-1017 • Fax (360) 886-1016 . CHECKED BY rl 'Y✓I ox s 1 e_I/twit:6 w - t z i(.$c'1>;) -Hoc) )c't (5 � C� S1'? = % ride -r- 4 I (4,Nc4srio C sz) 3> ti'oo7`4`t z3st`"'" M = (4, 40 (Ler)— (G,)(b,zci-itio)t Elie", 7- ‘;�r I 5'ld y l I'/4 L ✓'- Ot 7 -144.4 -5>i -z_ F-1-1 )4"-- 7Fr = 4.4c (z _c`A) 3' /1;cl 4 L �_ DATE in/ 4i SHEET 4. OF 4? S - n'-77- (4-1 4.'1) ` I') L ` ISs.) L{-0 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 SOS W R where, F = 1.1 Two -Story Building Sps = 1.00 Ss = 1.5 Fa = 1.00 R = 6.5 Table 12.14-1 W = Seismic Weight For W: Wroof = Weoor = Eq. 12.14-11 (Table 11.4-1, Ss > 1.25) (30ft) (55ft) (16psf)+ (2) (30ft+ 55ft) (4.0ft) (9.5psf) = 33 kips (30ft) (58ft) (14psf)+ (2) (30ft+ 58ft) (8.5ft) (9.5psf) = 39 kips Design Base Shear , V = ( .169) (71 kip) = 12.1 kip E = 12.1 kip = 8.6 kip 1.4 W total = 71 kips WIND Design Wind Pressure, ps = X Kn Ps30 Eq. 28.6-1, Sect. 28.6.3 where, X = 1.00 = 1.00 = 1.00 = 1.00 = 1.05 0-15ft 20 ft 25 ft 30 ft 35 ft Exposure B Figure 28.6-1 Kn = 1.00 Section 26.8 Pao= 17.7 psf 110 mph Figure 28.6-1 (ASD) PO.15= (1.00) (1.00) (17.7 psf) = 17.70 psf (x0.6= 10.62 psf) P20 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) P25 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) P30 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) P35 = ( 1.05) ( 1.00) (17.7 psf) = 18.59 psf (x 0.6 = 11.15 psf) Design Base Shear: (Wind) Vreb= (30ft) (10ft) (17.7psf) + (30ft) (5ft) (17.7psf) + (30ft) (5ft) (17.7psf) + (30ft) (5ft) (17.7psf) + (30ft) (1 ft) (18.6 psf) =13.8 x 0.6 = 8.3 kips Therefore, 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 Seismic Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side Copyright 2013, SEGA Engineers SEGA Engineers y 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. L • LATERAL LOADS - (cont'd) Distribute Seismic Loads Over Height Maximum Base Shear, V = 8.6 k Fx = w, V (Eq. 12.14-12) W Froof= (32.9) (8.6k) = 4.0 kip ( 71.4 ) Ffloor = ( 38.6) (8.6 k) = 4.7 kip (71.4) F. = 8.6 kip Copyright 2011, SEGA Engineers SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE' `72411( SHEET 7OF JOB NO. I ( -07 Le FIGURED BY G A -i - S W4 .s/C: tt- - Z,oe:, o y37.S' = S31{` z /1= /°V+ -t ' = 4� r¢) 00/44, AVL; `- J13-tA_ z tz 7- -Z(49•.&'` Zto•S` f ,4-'-' 51Fr 1/ri (1-,-sCv 105r 3'r7S11-6'% 3c -e9/'/ Copyright 2011, SEGA Engineers fr1 t, 3SP d Rt n `-i, Ste. t:l j -r z.co•( =017 SEGA Engineers PROJECT / Structural & Civil Consulting Engineers L Z M- 7;e07- 22939 SE 292nd Place • Black Diamond, Washington 98010 �+ (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE /12-41// SHEET OF JOB NO. /� —07(e FIGURED BY ( ,.2— �-z1't 'iJ _ VC" (34.\( )00' (//iF C-1['(S.)1io, cl(.s' 3 re - t3 �1; 312:7to���s� r \ L// r4, 4 ( v. I R') 12`Q4'4V,c - (4)(4' ) (lo, 4 5) } ( 1)s-') Vo/ 11'"}t ls9(io, r- 5;01-1 Copyright 2011, SEGA Engineers 01=s tit 8' l L� t0,6 L$ Ji cp411: 3)Z7710 T. (9( /Jf 23 7- (.04/ a, )27. 3,017fr X 7)' '11 Coto ,�+ i rr$3 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 - FIGURED BY 47- Spii}iz \'M- L1�Js/(7.7rJ DATE y— il/ SHEET/ OF 0') (/01 b'F)' 4j391, S1-It}h W41,L Cv r"' UR_ (�� bcf) (i0, = 3� 1)040 3 dh poz )) )0'1 - Copyright 2011, SEGA Engineers �1=Z.30 yt Zu e2 TLfb /4P -r SEGA Engineers/ /Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • FAX 886-1016 PROJECT L2M-2802 JOB NO. 11=016 FIGURED BY CHAT CHECKED BY DATE 10/24/11 SHEET 10 OF 10 SHEAR WALL SCHEDULE Mark Minimum Sheathing (1) Sheathing Nailing (1) Anchor Bolts (3) Remarks (4) I> 1/2' OSB or 8d @ 6" o.c. 5/8" @ 60" o.c. Qall = 230 plf CDX _ I> 1/2' OSB or 8d @ 4" o.c. 5/8" @ 32" o.c. Qall = 350 plf CDX 1/2' OSB or 8d @ 3" o.c. 5/8' @ 16" o.c. Qall = 450 plf CDX Use minimum 3x studs at abutting panel edges and stagger nails. > See Detail 12/S2.0 for Construction I 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. Allowable loads are permitted to be increased by 40% for wind design in accordance with IBC Section 2306.3. ROOF OVERHANG LESS THAN 10' •GRAVEL WALE TOPSOIL TOPSOIL 5% MN - 1 WASHED I DRAN ROCK •SLOPE GRAVEL SWALE A MINIMUM OF Et TO DRAIN I0' OR GREATER TO VEGETATED PORTION OF THE LOT. RETAIN ON SITE POSITIVE DRAINAGE NTS WIRE UE814 SUPPORT FENCE (TO BEI LOCATED ON THE OLL FILTER FABWC) CF THE FABRICFILTER MATERJAL ULASPED GRAVEL BACKFILL ON BOTH SIDES OF FILTER FENCE FABRIC LINE FILTER MATERIAL IN 8kI2' TRENCH AND LEAVE MIP. 2' EXPOSED 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 TO S WIRE MESH SUPPORT FENCE FOR FILTER FABRIC 2x2 WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT SILT FENCE DETAIL NTS R•25' MK 6' MK FOR RESIDENTIAL SINGLE FAMILY LOTS 4' TO S' CRABBY SPALLS FOR RESIDENTIAL SINGLE FAMILY LOTS (2' TO 6' OILARRY 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 4' DISTANCE BETWEEN STRUCTURES FOR FIRE RESCUE ACCESS. N01°I0'4s'E These plans Works Department for conf•rmance wit cu L 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. NS -1°51'49'W 12888' Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: +71 it LEGEND: 0 0 0 - SILT FENCING AS REQUIRED = CONSTRUCTION ENTRANCE = STOCKPILED SOIL CORRECTION LTR# b t1OO&i RECEIVED CIN OF TUKWILA MAY 26 2011 PERMIT CENTER SCALE 1:20 LAI SHORT PLAT LOT 5 COVERAGE CALC. LOT AREA• PROPOSED STRIICTURE(FOOTPRINT)■ DRIVE/WALKWAY= LOT COVERAGE IMPERIOUS. CONTACT INFO. 6,508 SF 1,161 SF 851 SF 40.4% PAUL MULTANI 206-50I-6461 PLAN L2 -2S02 -2R REVISED 5-8-I1 0 a LANDMARK DESIGN residential commercial ❖ interiors May 15, 2017 City of Tukwila Department of Community Development RE: D17-0081 — Multani — Lot 5 — 14419 45th Lane S. To Whom It May Concern: I have reviewed the City of-n'.s Correction Letter dated April 19, 2017 and my comments are below: -171l4,1116- Building Departrhent: 1. Contractor to provide. 2. Revised detail on sheet 5. 3, Re -labeled elevations with N,.E, $, N designations, see sheet 1. The lot has a 2' upslope and the contractor will grade a flat building pad. Topography has been added to the site plan. 4. Added safety glazing note on the window in the stairwell. See sheet 2. 5. The house is not proposed to be on the setback line. The distance between the house and property lines are greater than 10 feet on both sides of the house. Note regarding fire access has been added to the site plan. I appreciate your' review. Please don't hesitate to contact me for further questions/clarification at 253-826-7808 or via email at angela@landmarkplans.com. landmarkplans.com. Cordially, -61a SA An e1a %utts Landmark Design CORREC,TION LTR# RECEIVED CITY OF TUKWILA A ki` O0 AvI MAY 26 2017 ...PERMIT CENTER 1202 Main. St. #104 S• Sumner, WA •• 98390 Ph: 253-826-7808 •:• Fax:253-826-4946 •:• www.landmarkplans.com April 19, 2017 City of Tukwila Department of Community Development PAUL MULTANI 9524 S 237TH PL KENT, WA 98031 RE: Correction Letter # 1 COMBOSFR Permit Application Number D17-0081 MULTANI - LOT 5 - 14419 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) 1. Please provide a Geotechnical soils analysis report of this site by a registered geotechnical engineer. Evaluation shall include load-bearing values of site soils for footings and shall include methods for footing preparation due to the typical soft soils observed in this area or location. Report shallprovide recommendations for a footing drainage system including separate recommendations for down spout drainage system. Engineering/architectural calculations for footing soils load bearing specifications shall be consistent with the geo-tech report. 2. Provide a footing drain detail, to show gravel shall extend at least 1 foot min. beyond the outside edge of the footing and 6 inches min. above the top of the footing and covered with an approved filter membrane material. Perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock at least one sieve size larger than perforation and covered with not less than 6 inches of the same materials. (R405.1 & IBC 1805.1.2) 3. Revise labeled elevations to be identified as North, East, South, and West. On the elevation pages, show grade slope details to be consistent with site plan topographical grades and any existing or proposed site slopes or finish grade. Elevations shall specify average grade plane dimensions. If applicable, show stepped foundations. 4. Please verify that the window glazing adjacent to the landing and stairway is not within 36" above the line of stairs. Otherwise safety glazing shall be required. (R308.4.6). 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 5. Egress windows located on the buildings minimum 5 -foot side setback shall 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 theside 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. 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. D17-0081 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0081 4PROJECT NAME: MULTANI - LOT 5 SITE- ADDRESS: 14419 45 LN S Original Plan Submittal X Response to Correction Letter # 1 DATE: 05/26/17 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: PG) kW& tilg11 Building Division Public Works Fire Prevention Structural n Mov��3 p r Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 05/30/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) Notation: Si A t,,ii✓,s -9 3 DUE DATE: 06/27/17 REVIEWER'S INITIALS: DATE: 'Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping D PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPYQ PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0081 DATE: 04/06/17 PROJECT NAME: MULTANI - LOT 5 SITE ADDRESS: 14419 45TH LANE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division D�iivt A'WG �{c Public Works A-tl\ Fire Prevention Structural L tivt. Ca,/1Z5,,J -17 k _ Planning Division {' Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/11/17 Structural Review Required / REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/09/17 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg'/ Fire 0 Ping PW 0 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �1 Plan Check/Permit Number: D17-0081 ❑ 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 5 Project Address: 14419 45 Ln S Contact Person: 7 PI (4 14 —4114' Phone Number: Summary of Revision: Ve-9d-e-- RECEIVED CITY OF TUKWIL.A MAY 2 6 2017 PERNT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisi n C Received at the City of Tukwila Permit Center by: Entered in TRAKiT on — 1) \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: Citoof Tukwila C RTIFICATE 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. 11111 Part A: To be completed by applicant Site address4attach map and legal description slowing hydrant locati n and .ze of m i • Owner Information ' Agent/Contact Person Name: L y� U , 4 t' Name: Address/04, 1 5sr f%L Address: Phone: a , L. 4,7)1 ,r £ ,9 1,1- Phone: This certificate is for the purposes of: Residential Building Permit . Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision 0 Other / 9 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 ( ater Utility District): A Owner/A • WAIL -11 IMOlhtwl 125 7/4q Date Part B: To be completed by water utility district 1. The proposed project is within 2. No improvements required. iUKWg1-A/kr 4ICs (City/County) 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: N%A (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of residual for a duration of 2 hours at a velocity of `(' fps as documented by the attached calculations. 5. Wat r availability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. System is not capable of providing service to this project. )7C10 gpm at 20 psi RECEIVED CITY OF TUKWILA APR 0 6 2011 PERMIT CENTER I hereby certify that the above information is true and correct. csmryt4NTEa. ctsz-"P;rer X 115 WLAi i Rim -t0( 3- 30-1'T Agency/Phone 9r./_ By Date x+167 ° � (ES 3 "-I16 Attachment to Certificate of VVater Availability King County Water District Noe 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 District Representative Date 11 4 it 2 - Date 3"�`-'—'-1 1 '46 im00,-Arefatomvixi,WorY.o r.v. / e '41FORVISTWCT ; 3460 5 148th Suite 100 Seattle, WA 98168 Phone: (206) 242-3236 Fax: (206) 242-1527 CERTIPICATBOF.EWEB4F4kkik.Bltl:Trt'N'04:AM1k14BfpTy Residential: $ 50.00 Certificate of Sewer Availability Commercial: $ 100.00 OR 0 Certificate of Sewer Non -Availability Part A: tToiB.e,...CompleteltByllpplicant) Purpizof Certificate: BuilclinVermit ..C] Rreliminary prat or PUD 0 Rezone . ... , Proposed Use: 0 Commercial - Residentje I Slagle Family D Residential • „ r] 'Short Divieion Ap.plicntgs Name Property Address Or Other Other . Legal DescriptiOn (Attach Map and legal Description if Necessary ); Phone Number Tax Lot Number [0:51/000 Part B: ( To be Completed bySewer.Agency ) a. Sewer Service wilrbe providedby,sitle sewertonnection onlyto an existing )1f3 size sewer feet from the site and the sewersystem has the capacity to serve the proposed use. OR 0 b. Sewer service will require an improvement to the sewer system of: Ei (1) 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 (3) Other (describe) RECEIVED CITY OF TUKWILA APR 06 ?V 2. Must be completed if 1. b above is checked PERMIT CENTER a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR 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: $ `io 33. Either a King County/METRO Capacity Charge, SWSSD or Midway Sewer District Connection Charge may be due upon connection to sewers. 55 Permit $ SFC: $ Unit: $ Total $ (Subject to Change on January 1st) "?/t/-5 /°"2-c-ci4/c fecewfino b. Easements: c. Other 0 Required ly(May be Required I hereby certify that the above sewer agency information is true. This certification sha from the date of signature. By Title be valid for one year Date ‘,J 0 ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITYINON-AVAILABILITY The fdllowing terms andtonditions .'apply to the attathedValley View Sewer 'District 'Mistrial Certificate 'of Sewer Availability/NorrAvaillabilityltertificate") 1.. This certificatelsvatidonlyfor the real propertyIeferencedtierein VProperty") which is in the Districesservice.area, for the sole purpose of submission to theiKing County Department of:Development and 'Environmental Services; Xing County iDepartment of:Public Health.City f'Se.attle; Citrof Tukwila, City of Been, ant/or City of SeaTatt. This certificate is ,between thelDiStritt artd.the applicant only .and •no third person or ,party shall have any rights hereunder whether by .agency,thirdlvarty;ben:efiCiary, principles or otherwise. 2. This -Cettificatetteates nocontrattual relatiOnShiptetween the !Dirge] ttantithzapplitatit and its sucessorsandi assigns and ds not :constitute and may nobe :relied 'upon as the Distrittis ,guarantee that sewer service millte avallableatthetimetheapplicantmay apply to heDistrict for suchservice: • 3.. . As ofthedatetftiteDistricts signatureonthisCertificatet the ;Maria lepresents that sewer serviteisavallabletothOroperty through:sewer systemsthatexist ortthat may beelteridetiby theapplicant: The Ugric makes rvoth.erirepresentations, exPre.ss rimplied, intluding without limitation that the applicant will be able Itvolbtain the 'necessary ,permits, approvals andautharizations from,King County, City of Seattle, CityofTukwilai,City &Men, City of Sean or any othetgovernmentakagencybelore the applicant can utilize the sewer servicewhith.isthesubject of this 'Certificate. 4. If the District or the applicant Must exteridthelaistritet sewersystem toprovide sewer service to theRopertytthe District orapplicant :May be.requirectto obtain from the,appropriategovernmental agency the necessary :permits„ approvals arid authorization. In adon, the governmental agency maye.stabilish requirements that Imust be satisfied as a condition of 'granting any such permits., .approvals or autheri2ations, whichniarmakeimpratticalkarimpossibletheprovisionofsewerservicestothe,Property • S.. Application brand possible provision,of sewerservite to the Property shallbe subject to and conditioned -;uponavailabilitrof sewer service to,theRropertyat the time ofsuch M.d.".cornpliance with liederat, stam l;cl. ain istritt lawvorditianees, a. /or in e:flat at the tirne of such application. Ajlvir,4 1 ‘17 arknowledgethat Move receivedthe Cetakato ofSewer voildbaty/NotY,Avellabifity tild ottatftent, and fulywitteterigand the:teens ondotartitions herein. Applicant's signature Date 7-c)-- I 7 :Reset Form PrintiForm Residential Sewer UseAertification 1 Sewage Treatment Cap\areity Charge To be completed for all new sewer connections, reconnections, or change of use of existing connections. Please Print or Tvoe 111414 119- Pr erty'Street Address /1/1141491M - Lor 11V 1)U VI City State ZIP 17/)1n 110n'11�� Owner's Name Owner's Mailing Address 1/114- 9B a City` State ZIP l seJ AL 7 Own is hone Number (with Area Code) 57)47/4 Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address City State ZIP Please check appropriate box: Single-family (free standing, detached only) ulti-Family (any shared walls): 0 Duplex (0.8 RCE per unit) ❑ 3-Plex (0.8 RCE per unit) ❑ 4-Plex (0.8 RCE per unit) lil 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? El Yes No Residential Customer Equivalent (RCE) 1.0 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 sV it4( Vf-ow Date of Sewer Connection Side Sewer Permit Number r. (rVII D3`�-< 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 Was structure on Sanitary Sewer? ['Yes No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of structure demolished? Request to apply demolition credit to multiple structures? ❑ Yes ❑ No Pursuant to g 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 th ny deviati( may result in a revised capacity charge. Signature of Owner/Representative U Date `� / 7 - Print Name of Owner/Representative 1610_6969w_res_sewer_cap_chg_1057.indd (YuLcw White King County Yellow - Local Sewer Agency Pink - Sewer Customer (Rev. 10/16) .sg)12O2 f. MULTANI CUSTOM HOMES Lit Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -Z Index Help My L&1 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 License specialties GENERAL License no. MULTACH891NR Effective — expiration 08/19/2011— 08/19/2017 Bond Developers Surety & Indem Co Bond account no. 858196C Active. Meets current requirements. $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= 6/9/2017 MULTANI CUSTOM HOMES LL IWorkers' comp 0-1 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 No inspections during the previous 6 year period. 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= 6/9/2017 s BUILDING CODE: 2015 INTERNATiONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD • 25 PSF (SNOW) ROOF DEAD LOAD • 15 PSF FLOOR LIVE LOAD • 40 PSF FLOOR DEAD LOAD • 15 PSF WIND LOAD • 110 MPH WIND SPEED, EXPOSURE 'B', RISK CAT. II TYPE: V OCCUPANCY GROUP: R-3 DESIGN CRITERIA: TABLE R3012(1) GROUND SNOWSN WIND DESIGN SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WiNTER DESIGN TEMP. iCE SHIELD Lr4DER- REQUIREDSLIG FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNllAL 11' SPEED �,I) TOPOGRAPHIC EFFECTS SPECIAL U REGION W-BOT 1E IND DEBRIS ZONE UlE,4 MOST LIE•LAMENTLOAD DEPTH TERMITE 25 110 I6 8 16 DI= MOD 18 MMOL' - " NO PER LOCAL JURISDICTION 50 50 ,ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO BE SUBMITTED By THE OWNER OR CONTRACTOR AT TIME OF PERMIT SUBMITTAL: - MFG. JEST. DESIGN ,AND LAYOUT iF APPLICABLE (FROM MANUFACTURER) - MFG. TRUSS DESIGN AND LAYOUTS (FROM MANUFACTURER) 61TE GENERAL UNLESS A 801L8 INVESTIGATION 8Y A QUALIFIED 80IL8 ENGINEER i8 PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF J500 PRF, EXTERIOR FOOTINGS SHALL BEAR 18' (MINIMUM) BELOW FINISHED GRAPE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL tO BE THOROUGHLY COMPACTED. MINIMUM COMPRESSIVE STREWTH GF CONCRETE PER TABLE R4022 TYPE OR LOCATION OF CONCRETE CONSTRUCTION MINIII/1 COMPRESSIVE STRENGTH (tic) AT 28 DAYS MODERATE *ATI•BRING POTENTIAL WALLS, FOUATION 4 Oil -ER CONCRETE NOT EXPOSED TO THEWEAT14ER 2,500 pal BASEMENT SLABS 4 INTERIOR SLAB CN GRADE, EXCEPT GARAGE FLOOR SLABS. 2,500 phi BASEHENT WALLS, FOUNDATiON WAU.S, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATI•ER. 3,000 phi (5% to 1% air entrained PORCHES, CARI''ORt SLABS 4 STEPS EXPOSED TO THE WEATHER 4 GARAGE FLOOR SLAB. 3,000 pal (511 to 1% air entrained) CONCRETE 'BATCH TICKET' SHALL 8E AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCING STEEL TO COMPLY WITH ASTM 4615 GRADE 40. UN.O. (BEE STRUCTURAL.) ATIMI BOLT HEADS AND NUTS BEARING ,AGAINST WOOD TO BE PROVIDED WITH V4'x3'x3' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1' OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO 8E 5/8' DIAMETER AT 5'-0' O.C. UN.O. WITH MIN. 1' EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED SY SiMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS. ALL WOOD iN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED N THE FIELD IN ACCORDANCE WITH AWPA M4. (END CUT SOLUTION BY WOLMA4NIZEP 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 Bim, 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. PAMPPROOPING EXCEPT WHERE REQUIRED BY SEC. R4062 TO BE WATERPROOFED, FOUNDATION WALLS : THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DA4MPPROOFED FROM THE HIGHER OF (a) THE TOP OF 114E FOOTING OR (B) 6 INCI4ES BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FIN1614ED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH PORTLAND CEMENT PARGNG APPLIED TO THE EXTERIOR CF THE WALL. THE PARGING SHALL BE D IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2. 3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT. 3. L,' COAT OF SURFACE -BONDING CEMENT COMPLYiNG WITH ASTM C 881. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN BEC. R4062. 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. CONCRETE WALLS SHALL BE DAMPPROOFEP BY APPLYING ,ANY ONE OF THE LISTED DAMPPROOFNG MATERIALS OR ANY ONE OF 114E WATERPROOFING MATERIALS LISTED 114 SECTION R4062 TO THE EXTERIOR OF THE WALL. WATERPROOFING R4062 - 114 AREAS WI4ERE A 1-11G14 WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOW TO EXiST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE 844ALL BE WATERPROOFED FROM THE HIGHER OF (a) THE TOP OF THE FOOTING, OR (b) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR TO TI4E FINISHED GRADE. WALLS SHALL BE WATERPROOFED 114 ACCORDANCE WITH ONE OF THE FOLLOWING: L2 -PLY HOT -MOPPED FELTS. 2. 55 POUND ROLL ROOFING - 3. 6 -MIL POLYVINYL CHLORIDE. 4. 6 -MIL POLYETHYLENE 5. 40 -MIL POLYMER -MODIFIED ASPHALT. 6. 60 -MIL FLEXIBLE POLYMER CEMENT. 1. fie' CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATNG. 8.60 -MIL SOLVENT -FREE, LIQUID -APPLIED SYNTWETIC RUBBER EXCEPTION: ORGANIC -SOLVENT -BASED PRODUCTS SUCH AS HYDROCARBONS CHL INA HYDROCARBONS, E ON• ORCx L OR TED YDROC RBONB, 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 46P14AALT 61-1ALL 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 BNALL BE LAPPED AND SEALED WITH AN ADI4ESIVE COMPATIBLE WITH THE MEMBRANE. VENTILATION R408.1 - THE LANDER -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 (0.006 114 THICK SLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAiD OVER THE GROUND WITHN CRAM- SPACES. THE GROUND COVER SHALL BE OVERLAPPED SIX INCHES MINIMUM AT THE JOINTS AND 614ALL EXTEND TO THE FOUNDATION WALL. EXCEPTION: THE GROUND COVER MAY BE OMITTED 114 CRAWL SPACES iF THE CRAWL SPACE HAS A CONCRETE SLAB FLOOR WITH A MINIMUM THICKNESS OF TWO NC14ES. ST 4 FINE BL PRA4FTST0PPiNG 8302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE I8 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 1000 SQUARE INET. ORAFTSTOPPiNG SI4ALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WI -ERE TWE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, PRAPTSTOPPING SHALL BE PROVIDED 114 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 114 IRC SECTION R302.12.1. FIREBLOCKiNG 8302.11 IN COMBU$TI8LE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED PRAM* OPENINGS AND t0 FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, ANP BETWEEN A TOP STORY AND TI -E ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED N WOOD -FRAMED CONSTRUCTION IN 744E 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 10f1. 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR At SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. 114 CONCEALED SPACES BETWEEN STAIR STRINGERS 47 THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R302.1 (1/2' GU IS) 4. AT OPENINGS AROUND VENTS, PiPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING 74416 ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET TI4E ASTM E 136 REQUIREMENTS. 5. FOR TI4E FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION 81003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED 47 THE LiNE OF DUELLING UNIT SEPARATION. FiREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.11.1 LOOSE -FILL INSULATION MATERIAL SI-IALL 1407 BE USED ASA FIREBLOCK UNLESS SPECIFICALLY TESTED IN 714E FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTANED. WALL CoMISTPMICTI GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS CF IRC TABLE R6023(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO SE FASTENED ACCORDING TO TABLE 81023.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOAR TABLE R1023.6 THIc o. E88 OF GYPSUM 13OARD OR GYPSUM PANEL (11 A41•PLICATiON ORIENTATION OF GYPSUM DOARD OR GYPSUM PANELTO 1 BTO MAXIMUM SPACING OF FRAMING moms Oc.) MAXIMUM SPACING Ota FASTENERS (NCHEB) 812E OF NAiLS FOR APPLICATION WOOD FfItakING NAILS Wo adhssrve SCREWS 3/8 CEILING PERPENDICULAR 1b 1 12 13 GAGtiE,1-1/41 LONG, 19/64' MEAD, COW PIA, 1-1/4' 1.040, ANJIJL.AR- RINGED, OR 4d COOLER NAIL, 01080' DIA, 1-3/8' LONG,1/32' HEAD. WALL EITHER DIRECTION I6 8 16 1121CEILING CEILING EITHER DIRECTION 16 1 12 13 GAGE,1.3/8' LONG!, 19/64' WAD, 0098' 1:1IA,1-1/4' LONG, AMU -AR- PERPENDICULAR 24 1 12 RANGED, OR 8d COOLER NAIL, 0086' PIA, 1-S/8' LONG, 15/64' HEAD, OR GYPEtM BOARD NAIL, CAW DIA, 1-118' LONG, 9/32' HEAD. WALL. EITHER DIRECTION 24 8 12 WALL EITHER DIRECTION 16 8 16 CEILING EITHER DIRECTION 16 1 12 13 GAGE, I -E/8' LONG, 110/64' MAD/ 100910' PIA, 1-3/8' LONGI, AtN4,L,4R- RINGEP, OR 6d COOLER NAIL, 0092' PIA, 1-1/8' LONG,1/4' 14EADi OR GYPSUM BOARD NAIL 00S10' PIA. i-1/8' LONG. 19/64' HEAD. CEILING PEDICULAR 24 1 12 TYPE X AT GARAG6/8' BENEATH HABITABLE ROOMS PERPENDICULAR 24 6 6 I-'TSCREWp SHALL COMPLY WTH SECTION 8102.3.803' LONG 6c1COATECI NAILS CR EQUIVALENT DRYWALL SCREWS. WALL Em4ER DIRECTION 24 B 12 13 GAGE, I -S/8' L.ONCs,19/64' H1sAD, 0098' PIA, 1-3/8' LONG, ANNULAR - MGM: OR 6d COOLER NAIL,'m?62' DIA, 1-1/8' LONG, 1/4' HLAD, OR GYPSUM BOARD NAIL. 00919' DiAA. 1-1/8' LONG.19/64' HEAD. WALL EITHER DIRECTION 16 8 16 APPLICATION WiTH ADHESIVE NVCEILING PERPENDICULAR 16 16 16 SAME A6 ABOVE FOR 3/8' GYPSUM BOARD AND GYPSUM PANEL PROPUCte. WALL !EITHER DIRECTION 16 16 24 1/2' OR'3/EY CEILING EITHER DIRECTION ib 16 16 BAhtE AS ABOVE FOR V2' AND S/8' GYPSUM pomp AND GYPSUM PANEL PRODUCTS, RESFECTIV LY. CEILING PERPENDICULAR 24 12 16 WAIL EITHER DIRECTION 24 I6 24 11110 3/8 LAYERS CEILING PERPENDICULAR 16 16 16 15,46E PLY NAILED AS ABOVE FOR t GY1meul 'WARD AND GYPSUM PALL PRODUCTS, FACE PLY INSTALLED WITH ADHESIVE. WALL EITHER DIRECTION 24 24 24 FASTENERS ALL NAILS SPECIFIED ON THiS PLAN SHALL BE 0011MON 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 (NOS) 8d COMMON (0.131' DIA., 2-1/2' LENGTH), 8d BOX (0.113' DIA, 2-1/2' LONG), 10d COMMON (0.146' DiA., 3' LONG)10d BOX (0.128' DIA., 3' LENGTH), 16d COh'1ON (0.162' DIA, 3-1/2' LONG), 16d SINKER (0)48 P14, 3-1/4' LONG) Sd COOLER (0.086' DIA., 1-5/8' LONG ), 6d COOLER (0.092' DIA., 1-1/8' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY TO THE LATEST EDITION OF UWPA GRADING RULES FOR THE WESTERN LUMBER THE ALL SAWN LUMBER SHALL BE STAMPED WITH 714E GRADE MARK OF AN APPROVED LUMBER GRAADING AGENCY FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 2X6 OR LARGER 1-F +2 - Fb■850 pat, Fv•15 p81, Fc•1300 p81, E■1200000pe1 I•F 112 - Fb•860 p81, Fv•15 psi, Fc• 1300 pat, E ■ 1200000 pal EEAM 4X 6X OR LARGER PF -L +2 - Fo•900 pat, Fv•95 poi, Fc■1350 p81, E•1600000ps1 PF -L r2 - Fb•815 pal, Fv•85 pat, Fc•600 pal, E■1300000pe1 871,D8 1-F e2 - Fb■850 pat, Fv•15 p81, Fc•1300 p81, E■1200000p81 HF r2 - Fb■850 pal, Fv•15 pat, Fc•1300 poi, E■1200000pe1 2X4 2X6 OR LARGER POSTS HF e2 - FFb■900 pat, Fv•95 pal, Fc■1350 pat, E■1600000ps1 14F 12 - Fb■900 pet, Fv•95 pat, Fc•1350 psi, E■1600000pet DF -L 41 - Fb■100 pat, Fv•85 p81, Fc■415 psi, E■1300000p81 DF -L h2 - Fb■100 psi, Fv•85 pat, Fc•415 pot, E■1300000peI 4X4 4X6 OR LARGER 6X6 OR LARGER 6X6 OR LARGER Plan review epprcv i 13 subject to errors and omissions. Approval of constr {ion dominants does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: rA/tA4 Date: 6W f. City of Tukwila BUILDING DIVISION GLUED -LAMINATED BEAM (GLB) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -v8 FOR CONTINUOUS OR CANTiLEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb • 2,400 P61, Fv • 165 PSI, Fc • 650 PSI (PERPENDICULAR), E ■ 1,800,000 PSI. ENG=INEERED WOOD BEAMS AND I -J0167 CONTRACTOR SHALL SUB11I7 SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY !BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION 114 ACCORDANCE WITH THE LATEST iCC EVALUATION REPORT. BEAMS DESIGNATED AS 'PSL' SHALL HAVE TI -E MINIMUM PROPERTIES: Fb • 2,900 PSI, Fv • 290 P61, Fc = 150 PSI (PERPENDICULAR), E • 2000000 PSI.' SEAMS DESIGNATED AS 'LVL' SHALL NAVE 714E MINIMUM PROPERTIES: Fb • 2,600 PSI, Fv • 285 Psi, Pc • 150 PSI (PERPENDICULAR), E • 1,900,000 PSI. BEAMS DESIGNATED AS 'LEL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 1,100 PSI, Fv • 400 PSI, Fc • 680 PSI (PERPENDICULAR), E • 1,300000 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 L0,40 AND; SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERALNO NOTES. TRUSSES SHALL BE DESIGNED 8T AMPED 8Y A LICENSED PROFESSIONAL ENGINEER AND FABRICATED ONLY FROM THOSE DESIGNS. NONSEARING WALLS SHALL BE HELP AWAY FROM THE TRUSS BOTTOM CHORD WITI4 AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE 71-147 714E TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER 714E TRUSS DESIGN DRAWINGS ROOFAUALL/FLOOR 614EATHING TYPICAL WALL 4 ROOF 814E471 -MG SHALL BE 1/16' RATED SHEATHING MiNIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON 0 6' O.C. o PANEL EDGES AND 12' O.C. IN FIELD UN.O. ON SHEASWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SI EATI4ING SHALL BE 3/4' 74G RATED (40/20) SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE Sd 001110N AT 6' O.C. 0 PANEL EDGES AND 12' O.C. IN FIELD. SPAN INDEX S144LL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. WALL FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE PROVIDED 114 71-E EXTERIOR WALL ENVELOPE i14 SUCH A MANNER AS 70 PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE EUULDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND 70 744E SURFACE OF THE EXTERIOR WALL F1141614 AND SHALL BE INSTALLED t0 PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. ATT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS 114 SUCH 4 MANNER ,48 TO SE LEAKPROOF, 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FAME OR STUCCO WALLS, WITH PROJECTING LIPS ON 830714 SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT 714E ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WI -ERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH 70 4 WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. At WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. Mr •,• MOMS AND eXN1,..1C44116 PER 2015 WASHINGTON STATE ENERGY CODE WINDOWS SI4ALL BE INSTALLED AND FINt844EP 114 ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WNDOW. ALL SKYLIGHTS AND SKY WALLS TO SE LAMINATED GLASS UNLESS NOTED OTHERWISE. SECTION 8310 -EMERGENCY ESCAPE 4 RESCUE OPENINGS R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS 001474114 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 11470 A PUBLIC WAY, OR TOA YARD OR COURT THAT OPENS TOA PUBLIC WAY. EXCEPTION: STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF2008QFT. MINIMUM OPENING AREA: ,ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MiN. NET CLEAR OPENING OP 5.1 SQ. FT. EXCEPTION: GRAPE FLOOR OPENINGS SHALL HAVE A MIN. 5.0 SQ. FT. MINIMUM OPENING 1-EIGi4T: THE 111N. NET CLEAR OPENINGS HEIGHT SHALL BE 24 INCHES. MINI1'1UM OPENING WIDTH: THE MN NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. MAXIMUM SILL I4EiGHT: WHERE A WINDOW IS PROVIDED AS 714E EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL 1 -EIGHT OF NOT MORE 74,414 44' ABOVE THE FLOOR, WHERE 714E SILL HEIGHT IS BELOW GRADE, I7 SHALL TBE PROVIDED W1744 A WINDOW WELL IN ACCORDANCE WITH SEC. R31023. SAFETY GLAZING SHALL SE INSTALLED IN 714E FOLLOWING LOCATIONS OR ,AS OTI4ERWISE REQUIRED PER IRC SECTION 8308.4 1. GLAZING IN DOORS - 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 POOR IN CLOSED POSITION PER IRC SECTION 8308.42. 3. GLAZING IN WiNDOWS - THE PANE IS LARGER THAN 9 SGL FT., THE 5077011 EDGE IS LESS THAN 18' ABOVE THE FLOOR, THE TOP EDGE IS MORE 71444 36' ABOVE THE FLOOR, AND ONE OR MORE WALKING SURFACES ARE WITHIN 36', MEASURED HORIZONTALLY AND 114 A STRAIGHT LINE OF 714E GLAZING PER IRC SECTION 8308.43. 4. GLAZING IN GUARDS AND RAILS PER IRC SECTION 8308.4.4. 5, GLAZING IN WET SURFACES - WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING 1407 TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOVERS ,AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE 71-E BOTTOM EXPOSED EDGE IS LESS 714AN 60' MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE PER IRC SECTION 8308.45. 1. GLAZING ADJACENT TO STAIRS AND RAMPS - WHERE 71-1E Bottom EXPOSED EDGE 18 LESS THAN 36' ,480VE 714E PLANE OF 714E ADJACENT WALKING SURFACE OF STAIRWAYS, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS' PER IRC SECTION R30&4k. 8. GLAZNG ADJACENT TO 714E BOTTOM STAIR LANDING - WHERE THE GLAZING IS LESS THAN 36' ,ABOVE THE LANDING AND WITHIN 4 60' HORIZONTAL ARC LESS THAN 180 DEGREES FROM 71-1E BOTTOM TREAD NOSING PER IRC SECTION 'R3084.1. 1146LLATIMI AND M016 PROTECTIMI 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 TI4ROUGI4 8302.10.5. 8302.101 INSULATION INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPRO-PERI1EABLE MEMBRANES INSTALLED WITHN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS 514ALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH .414 ACCOMPANYING SMOKE -DEVELOPED INDEX NOT 70 EXCEED 450 WHERE TESTED 114 ACCORDANCE WITH ASTM E 84 OR UL 123. EXCEPTIONS: 1. WHERE SUCH MATERIALS ARE INSTALLED N CONCEALED SPACES, 714E FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED 114 SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OP 114E CEILING, FLOOR OR WALL FINI614. 2. CELLULOSE FIBER LOOSE -FILL INSULATION, THAT IS NOT SPRAY APPLIED, COMPLYING W1744 THE REQUIREMENTS OF SECTION R302.103, SHALL NOT BE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 AND SHALL BE REQUIRED TO MEET A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED 114 ACCORDANCE WITH CAN/ULC 61022. 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION 8316. 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 714E FLAME SPREAD AND SMOKE -DEVELOPED LIMITS OF SECTION 8302.10.1 WHERE TESTED 114 ACCORDANCE WITH CAN/ULC 81022. EXCEPTION: CELLULOSIC FIBER LOOSE -FILL INSULATION SHALL NOT /BE REQUIRED TO BE TESTED IN ACCORDANCE WITH CAN/ULC 61022, PROVIDED SUCH INSULATION COMPLIES WITI4 714E _REQUIREMENTS OF SECTIONS R302.10.1 AND R302.10.3. 8302.103 CELLULOSIC PISER LOOSE -FILL INSULATION CELLULOSIC FIBER LOOSE -FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, PARTS 1209 AND 1404. EACH PACKAGE OF SUCH INSUiLATNG 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 014 AT7i0 FLOORS SHALL HAVE .4 CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 8302.10.5 TESTING TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH .45T11 E 910. JNFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS iN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETEP OR WEATI4ERSTRIPPED TO LIMIT AIR LEAKAGE. 12i VAPOR RETARiOERS CLASS I OR ii VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR SIPE OF FRAME WALLS IN CLI 4. EXCEPTIONS: I. BASEMENT WALLS. 2. BELOW -GRADE PORTION OF ANY WALL. 3. CONSTRUCTION WHERE MOISTURE OR ITS FREEZING WILL NOT DAMAGE 714E MATERIALS. R102.1.1 CLASS 111 VAPOR RETARDERS CLASS III VAPOR RETARDERS SHALL 8E PERMITTED WHERE ANY ONE OF 744E CONDITIONS N TAB 102.12 MATERIAL VAPOR RETARDER CLASS. 714E VAPOR RETARDER CLASS SHALL SE BASED ON 714E MANUFACTURER'S CERTIFIED TESTING OR A TESTED ASSEMBLY. THE FOLLOWING SHALL BE DEEMED TO MEET THE CLASS SP"CIFIED: CLASS is SHEET POLYETHYLENE, UNPERFORATED AL!MINUM FOIL. CLASS Ii: KRAFT -FACED FIBERGLASS BAITS. CLASS 411: LATEX OR ENAMEL PAINT. R102.13 MINIMUM CLEAR AIRSPACES AND VENTED OPENINGS FOR VENTED CLADDING. FOR 744E PURPOSES OF 74416 SECTION, VENTED CLADDING SHALL NCLuPE THE FOLLOWING MINIMUM CLEAR AIRSPACES. OTHER OPENING WITH THE EQUIVALENT VENT AREA SHALL 8E PERMITTED. 1. VINYL LAP OR HORIZONTAL ,ALUMINUM SIDING APPLIED OVER A WEATHER -RESISTIVE BARRIER AS SPECIFIED IN TABLE R1033(i). 2. BRICK VENEER WITH .4 CLEAR AIRSPACE AS SPECIFIED IN TABLE R103.8A. 3. OTHER APPROVED VENTED CLADDINGS. WSEC R402.4 AIR LEAKAGE (MANDATORY) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE 114 ACCORDANCE SECTIONS 8402.4.1 THROUGH 8402.4.4. 84024.12 TESTING 714E BUILDING OR DUELLING UNIT SHALL BE TESTED AND VERIFIED' ,46 44AVING~'AN AIR LEAKAGE RATE EXCHANGES PER HOUR AND MARINE REVISIONS No changes sh 'M h' ;-,ode to the scope of work \ ithct.: prior approval of Tuk!.^Tilt Building 0 visio 1. NOTE: f ;cvisions wiil rsquiro a nc;'.v plan submittal i41 ` .additional plan review fees. "i WITH THE REQUIREMENTS OF OF NOT EXCEEDING 5 AIR LTi POSTING OF CERTIFICATE WSEC 84013 A PERMANENT CERTIFICATE SI4ALL BE COMPLETED SY 714e BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A WALL IN THE SPACE WI -ERE THE FURNACE I8 LOCATED, A UTILITY 80011, OR AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT 714E VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATES SHALL LIST 1145 PREDOMINANT R -VALUER OF INSULATION INSTALLED IN OR ON CEILiNG/ROOF, WALLS, FO1:OATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U -FACTORS FOR FENESTRATION AND 714E SOLAR NEAT GAIN COEFFICIENT (SHOO) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM 414P BUILDING ENVELOPE AIR LEAKAGE TESTING PONE 014 THE BUILDING. WI4ERE THERE iS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATES SHALL LIST 744E VALUE COVERING 744E LARGEST AREA. THE CERTIFICATES 514ALL LIST THE TYPES AND EFFICIENCIE5t0F' HEATING, COOLING AND SER?ViCE. W,4TER HEATING EQUIPMENT. WHERE A GAS-FIRED UNVENTED ROOM HEATER ELECTRIC FURNACE, OR BASEBOARD ELECTRIC NEATER ' IS INSTALLED' 144 THE RESIDENCE, 744E CERTIFICATES SHALL LIST 'GAS-FIRED UNVENTED ROOM HEATER' 'ELECTRIC FURNACE' OR 'BASEBOARD ELECTRIC HEATER, ' AS APPROPRIATE. AN EFFICIENCY 814A4LL NOT BE LISTED FOR GAS-FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS RaUC7 LEAKAGE TESTING= DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU RS -33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2015 WSEC SEC. R4033.3. A WRITTEN REPORT OF 714E RESULTS SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. {;,BUILDING AiR LEAKAGE TESTING 2015 WSEC SEC. R402.4 THE BUILDING TI4ERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 TI4ROUGI4 8402.4.4. 2015 UNIFORM PLUMBING CODE SEC. 312.12 STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING EXCEEDS 1/2 OF ,414 NCH IN THE LEAST DIMENSION. 312.12.1 METER BOXES SHALL BE CONSTRUCTED iN SUCH AN MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM 714E 130X INTO THE BUILDING. 312.122 METAL COLLARS IN OR ON BUILDINGS WHERE OPENINGS HAVE SEEN MADE IN WALLS, FLOORS, OR CEILINGS FOR 714E PASSAGE OF PiPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY 71-E INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO TI4E ADJOINING STRUCTURE. 312.123 TUB WASTE OPENINGS N FRAMED CONSTRUCTION TO CRAWL SPACES At OR BELOW 744E FIRST FLOOR SHALL BE PROTECTED BY 714E INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED 70 714E ADJOINING STRUCTURE WITH NO OPENING EXCEEDING V2 OF AN INCH N 74-E LEAST DIMENSION. Lowarm 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 R303.1 IRO INTERIOR STAIRWAYS 514ALL 8E PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE L4NONGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. 714E LIG447 SOURCE 51-IALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. TI -ERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL 714E 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 714E BTAI STAIRUJAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LiGHT SOURCE LOCATED: At THE LANDING OF 714E STAIRWAY. .LLM AND IsIOTC1.11M67106 PER SEC 8602.6 DRILLING AND NOTCHING OF STUDS SHALL BE 114 ACCORDANCE WITH THE FOLLOWING: WAY. IEWED FOR COMPLIAN APPROVED JUN 0 6 2017 1. NOTCHING. ANY STUD iN AN EXTERIOR WALL OR BEARING PARTITION SHALL 8E PERMITTED TO 8E CUT OR NOTCHED TOA D;.PTH kJ eFr2. NOT EXCEEDING 25% OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS 6444LL BE PERMITTED TO BE NOTCHED TOA DEPTH NO TO -1-U �� J8 EXCEED 40% OP A SiNGLE STUD WIDTH. City of BUILIIiO1,lSi 2. DRILLING. ANY STUD SHALL BE PERMITTED TO BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF 714E RESULTNG I3 NO MORE THAN 60% OF THE STUD WIDTH, 714E EDGE OF 714E HOLE IS NO MORE THAN 4 INCH TO THE EDGE OF THE STUD, ,AND 71-1E HOLE 1S NOT LOCATED IN THE SAME SECTION ASA CUT OR NOTCH. STUDS LOCATED 114 EXTERIOR WALLS OR SEARING PARTITIONS DRILLED OVER 40% AND UP TO 60% SHALL ALSO BE DOUBLED WiTH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R602.6(1) AND R6023(2). EXCEPTION: USE OP APPROVED STUD SHOES IS PERMITTED WHERE THEY ARE INSTALLED IN ACCORDANCE WITH 744E MANUFACTURER'S RECOMMENDATIONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC R602.61 WHEN PIPING OR DUCTWORK i5 PLACED IN OR PARTLY IN ,444 EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF 714E TOP PLATE BY MORE THAN 50 PERCENT OF IT'S WIDTH, A GALVANIZED METAL TIE NOT LESS 714A14 0.054 NCH THICK AND 1-1/2' INC1455 WIDE SHALL BE FASTENED ACROSS AND TO 714E PLATE At EAC14 SIDE OF THE OPENING WITH NOT LESS 7I4A4N EiGHT 10d NAILS HAVING A MINIMUM LENGTH OF 1-1/2' INCHES AT EACH SIDE OR EQUIVALENT. 744E METAL TIE MUST EXTEND A MINIMUM OF 6 11461456 PAST THE OPENING. SEE FIGURE R602.6.1, EXCEPTION: 11)14514 T145 ENTIRE SIPE OF 7445 WALL WITH THE NOTCH OR GUT i6 COVERED SY WOOD STRUCTURAL PANEL SHEATHING. a44 a� _se a Oz rn �e:► •••yN • g R.1 OZ�� 9 ua LAI SHORT PLAT CITY OF TUKWILA F E - .' .. , yanical VC: -.3 Piping City of Tukwila BIM! DIViPION W O x t'RECEIVEDWILA ►Y F TUK 0 61017 PERMIT CENTER 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2.2802.2R Date: 3-22-11 N-1 BUILDING CODE: 2015 NTER44TIONAL BLDG. COPE (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 PESIGN CRITERIA TABLE R3012(1) GROUND SNOWDESIGN LOAD WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER DESIGN iEm,, ICE SHIELD SER- LAMENT REQUIRED FLOOD HAZARDS AIR MEMAMIUAL INDEX MEAN TPM' SPEED (M19.1) TOPOGRAPHIC EFFECTS SPECIAL WIND REGION WIND-BORNE DEBRIS ZONE UJFAT RING FROST LINE DEPTH TERMITE 25 110 16 8 I6 Di/D2 MOD 18 SLIGHT-O nJURISDICTION PER LOCAL Sm 50 ,ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO SE 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) SITE GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOiLS ENGINEER IS PROVIDED, FOUNDATION DESIGN iS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1Ia00 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. MIN MI,M COMPRESSIVE STRENGTH CF COTE FER TABLE RA022 TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION MMIMI,M COMPRESSIVE STRENGTH lfb) AT 28 DAYS MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATIONS 4 OTHER CONCRETE NOT EXPOSED TO THE WEATIR 2A00 psi BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS. 2,300 psi BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 par (5% to 1% air entrained PORCHES, CARPORT SLABS 4 STEPS EXPOSED TO THE WEATHER 4 GARAGE FLOOR SLAB. 3,000 par (5% to 1% air 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) ,STI 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 SE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8' DIAMETER AT 5'-0' O.C. UN.O. WITH MN. 1' EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED N THE FiELD IN ACCORDANCE WITH AWPA M4. (END CUT SOLUTION BY WOLMANIZED WOOD) PER IRC 8311.1.1, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. 6' MN. 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 DAMPPROOFED FROM THE HIGHER OF (a) THE TOP OF THE FOOTING OR (B) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGNG SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2.3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT. 3. Vs' COAT OF SURFACE -BONDING CEMENT COMPLYING WITH ASTM C 881. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SEC. R4062. 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING 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 lb) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: L2 -PLY HOT -MOPPED FELTS. 2.55 POUND ROLL ROOFING - 3. 6 -MIL POLYVINYL CHLORIDE. 4.6 -MIL POLYETHYLENE 5. 40 -MIL POLYMER -MODIFIED ASPHALT. 6. 60 -MIL FLEXIBLE POLYMER CEMENT. 1. LS' CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING. S. 60 -MIL SOLVENT -USE, 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 200T. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. VENTILATION 8408.1 - THE UNDER -FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY THE BASEMENT) SHALL HAVE VENTILATION OPENING THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. A GROUND COVER OF SIX MIL (0.006 IN THICK BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAiD OVER THE GROUND WITHIN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED SIX INCHES MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATiON WALL. EXCEPTION: THE GROUND COVER MAY BE OMITTED N CRAWL SPACES IF THE CRAWL SPACE HAS A CONCRETE SLAB FLOOR WITH A MINIMUM THICKNESS OF TWO INCHES. BT n, -, - ti FI 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 CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.12.1. FIREBLOCKING 8302.11 IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN 1=H-LCTIVE 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: U. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10ft 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. N CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRO SECTION R302.1 (i'2' GWS) 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WiRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COiMBUSTION. THE MATERIAL FILLING 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 81003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DUELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.11.1 LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKB SHALL BE MAINTAINED. C cTi GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R602.3(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE 81023.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD TABLE 810239 G e MOF BOARD CR GYPSUM PANEL PRODUCTS (INCHES) APPLICATION GYPSUM CF BOARD OR GYPSUM PANEL. PRODUCTS TO SPACING OF tINCHEB or..) IN MAXi14/1 SPACG OFFASTENERS CINCHES) SIZE OF NAILS FOR APPLICATION TO WOOP FRAMING NAILS d�Ive �� 3/8 CEILING PERPENDICULAR 16 1 12 13 GAGE,1-1/4' LONG, 19/64' MEAD, 01898' 1,44, I -I/4' LONG, A./4 .AR - RINGED, CR 441 COOLER NAIL, 0080' DIA, 1-3/V LONG,1/32' HEAD. WALL EITHER DIRECTION 16 8 I6 I/2'CEILING CEILING EITHER DIRECTION 16 1 12 13'GAGE,1-3/9' LONG 18/64' HEAD,'0.088' DIA. l -V4' LONG, AMUL R - RINGED, OR Ed COOLER NAIL, 0006' DIA. I -E/8' LANG, 0/64' HEAD, OR GYPSUM BOARD NAIL, 0.0501 DIA, 1-1/9' LONG, E/32' HEAD. PERPENDICULAR 24 1 12 WALL EITHER DIRECTION 24 S 12 WALL EITHER DIRECTION I6 S 16 3/8' CEILING EITHER DIRECTION 16 1 12 13 GAGE. I -E/9' LONG, 18/64' MAD: 0.088' PIA, I -3/S' LONG, ANN.LAR- RINGED; OR 6d COOLER NAIL, 0.092 DIA, I-1/8 LONG, 1/4' HEAD, OR GYPSUM BOARD NAiL 0.0816' DIA. I -1/S' LONG. 19/64' HEAD. CEILING PERPENDICIALAR 24 1 12 TYPE X AT BENEATH HABITABLE ROOMS PERPENDICULAR 24 6 6 OR EQUIVAL s1ame SHALL NG 6d CO Y TATED H SECTION RR1002�3.E.LDRYtU4LL SCREWS. WALL EITHER DIRECTION 24 8 12 13 GAGE, I-15/8' LCNG, 1E/64' HEAD, 0088' DIA, I -3/S' LONG, ANNULAR - RINGED: OR 6d COOLER NAIL, 0.092' DIA, I -1/S' LONG 1/4' HEAD; OR GYPSUM BOARD NAIL 00911' D1.4.1 -1/S' LONG.19/64' HEAD. WALL EITHER DIRECTION 16 8 I6 APPLICATION WITH ADHESIVE 3/8' CEILING PERPENDICULAR 16 16 16 SAME AS ABOVE FOR 3/8' GYPSUM BOARD AND GYPSUM PANEL PRODUCTS. WALL. EITHER DIRECTION 16 16 24 1n' OR $a' CEILING EITHER DIRECTION 16 16 16 sAme AS ABOVE FOR 1/2' AND 5/3' GYPSUM BOARD AND GYPSUM PANEL PRODUCTS, RESPECTIVELY. CEILING PERPENDICULAR 24 12 16 WALL EITHER DIRECTION 24 16 24 Two 3/8 LAYERS CEILING PERPENDICULAR 16 16 16 BASE PLY NAILED AS ABOVE Pm ! GYPSUM BOARD AND GYPSUM PANEL PRODUCTS, RACE PLY INSTALLED W1114 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) 8d COMMON (0.131' DIA., 2-1/2' LENGTH), 8d BOX (0.113' DIA, 2-1/2' LONG), 10d COMMON (0.148' DIA., 3' LONG) 10c1 BOX (0128' DIA, 3' LENGTH), 164 COMMON (0.162' DIA, 3-1/2' LONG), 16d SINKER (0.148 DIA, 3-1/4' LONG) 5d COOLER (0.086' DIA., 1-5/8' LONG ), 6d COOLER (0.092' DIA„ 1-1/S' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY TO THE LATEST EDITION OF WWPA GRADING RULES FOR THE WESTERN LUMBER. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 2X6 OR LARGER 14F'2 - Fb•850 per, Fv■15 psi, Fcs1300 psi, E■1200000psr 1-1F *2 - Fb■850 psi, Fv■15 pat, Fc■1300 par, E■I200000ps1 DEM 4X 6X OR LARGER DF -L '2 - Fb■900 psi, Fv■95 psi, Fc■1350 psi, E■1600000pa1 DF -L '2 - Fb■815 poi, Fv•85 par, Fc■600 psi, E■1300000pe1 STUDS 1-1F 02 - Fb■850 psi, Fv.15 psi, Fc•1300 psi, E■1200000psi HF '2 - Fb■850 psi, Fv•15 psi, Fos 1300 per, E■I200000poi 2X4 2X6 OR LARGER POSTS HE *2 - 1:b■900 psi, Fv■95 psi, Fc■1350 par, E•1600000ps1 HF'2 - Fb■900 psi, Fv■95 psi, Fc■1350 psi, E■1600000pe1 DF -L '1 - Fb■100 psi, Fv.85 pai, Fc■415 psi, E•1300000pe1 DF -L'2 - Fb•100 pot, Fv■85 pat, Fc■415 psi, E•1300000pe1 4X4 4X6 OR LAGER 6X6 OR LARGER 6X6 OR LARGER GLUED -LAMINATED BEAM (GLIB) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb • 2,400 PSI, Fv • 165 PSI, Fc • 650 P81 (PERPENDICULAR), E • 1,800000 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: Fly • 2,900 PSI, Fv • 250 PSI, Fc • 150 PSI (PERPENDICULAR), E • 2,000,000 PSI. BEAMS DESIGNATED AS 'LVL' SHALL HAVE THE MINIMUM PROPERTIES: Flo • 2,600 PSI, Fv • 285 PSI, Fc • 150 PSI (PERPENDICULAR), E • 1,900000 PSI. BEAMS DESIGNATED AS 'LSL' SHALL HAVE THE MINIMUM PROPERTIES: Flo • 1,100 PSi, Fv • 400 PSI, Fc • 680 PSI (PERPENDICULAR), E • 1,300000 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. FEFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED 4 STAMPED BY A LICENSED 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. ROOF/UJALL/FLOOR SHEATHING TYPICAL WALL I ROOF SHEATHING SHALL BE 1/16' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE Sd COMMON 0 6' O.C. A PANEL EDGES AND 12' O.C. IN FIELD UN.O. ON SHEARUALL 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 8d COMMON AT 6' O.C. 0 PANEL EDGES AND 12' O.C. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. I,UALL 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 OP 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. Wir h 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 8310 -EMERGENCY ESCAPE 4 RESCUE OPENINGS R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED 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 MN. 5.0 SQ. FT. MINIMUM OPENING HEIGHT: THE MN. NET CLEAR OPENINGS HEIGHT SHALL BE 24 INCHES. MINIMUM OPENING WIDTH: THE MN NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. MAXIMUM SiLL HEIGHT: WHERE A WINDOW IS PROVIDED AS THE (EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44' ABOVE THE FLOOR, WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SEC. R3102.3. SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRO SECTION 83013.4 1. GLAZING IN DOORS - SIDE HINGED DOORS, SLIDING GLASS DOORS AND PANELS IN SLIDING, 4 SIFOLD DOOR ASSEMBLIES PER IRC SECTION R308.4J. 2. GLAZING ADJACENT TO DOORS - PANELS WITHIN 24' OF EITHER SIDE OF THE DOOR iN CLOSED POSITION PER IRC SECTION 8308.42. 3. GLAZING N WiNDOWS - THE PANE IS LARGER THAN 9 SQ. Ft, THE BOTTOM EDGE IS LESS THAN 18' ABOVE THE FLOOR, THE TOP EDGE IS MOiRE THAN 36' ABOVE THE FLOOR, AND ONE OR MORE WALKING SURFACES ARE WITHIN 36', MEASURED HORIZONTALLY AND N A STRAIGHT LINE OF THE GLAZING PER iRC SECTION 830843. 4. GLAZING iN GUARDS AND RAILS PER IRC SECTION R308.44. S. GLAZING IN WET SURFACES - WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 60' MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE PER IRC SECTION 8308.4.5. 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 8308.4.6. 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 ISO DEGREES FROM THE BOTTOM TREAD NOSING PER IRC SECTION 8308.41. Dila- oo, INKLATICZI MOISTUM FfitalECTICN R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE N ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. 8302.10.1 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 WAVE 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 R302J03, 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 S1022. 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R3I6. R302.10.2 LOOSE -FILL INSULATION LOOSE -FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM E 84 OR UL 123 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE -DEVELOPED LIMITS OF SECTION 8302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC 51022. EXCEPTION: CELLULOSIC FIBER LOOSE -FILL INSULATION SHALL NOT BE REQUIRED TO BE TESTED IN ACCORDANCE WITH CAN/ULC 81022, PROVIDED SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS R302.10.1 AND R302.10.3. 8302.103 CELLULOSIC FIBER LOOSE -FILL INSULATION CELLULOSIC FIBER LOOSE -FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, PARTS 1205 AND 1404. EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 CFR, PARTS 1209 AND 1404. R302.10.1 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 R302.10.5 TESTING TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH ASTM E 510. 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. R102.1 VAPOR RETARDERS CLASS I OR II VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS IN CLIMATE ZONES 5, 6, 1, 8, AND MARINE 4. EXCEPTIONS: 1. BASEMENT WALLS. 2. BELOW -GRADE PORTION OF ANY WALL 3. CONSTRUCTION WHERE MOISTURE OR ITS FREEZING WILL NOT DAMAGE THE MATERIALS. R102.1.1 CLASS III VAPOR RETARDERS CLASS III VAPOR RETARDERS SHALL BE PERMITTED WHERE ANY ONE OF THE CONDITIONS N TABLE R1021.I IS MET. R102.12 MATERIAL VAPOR RETARDER CLASS. THE VAPOR RETARDER CLASS SHALL BE BASED ON THE MANUFACTURER'S CERTIFIED TESTING OR A TESTED ASSEMBLY. THE FOLLOWING SHALL BE DEEMED TO MEET THE CLASS SPECIFIED: CLASS I: SHEET POLYETHYLENE, UNPERFORATED ALUMINUM FOIL. CLASS II: KRAFT -FACED FIBERGLASS BATTS. CLASS III: LATEX OR ENAMEL PAINT. R102.1.3 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. 1. VINYL LAP OR HORIZONTAL ALUMINUM SIDING APPLIED OVER A WEATHER -RESISTIVE BARRIER AS SPECIFIED IN TABLE R103.3(L). 2. BRICK VENEER WITH A CLEAR AIRSPACE AS SPECIFIED IN TABLE 8103.8.4. 3. OTHER APPROVED VENTED CLADDINGS. WSEC R402.4 AIR LEAKAGE (MANDATORY) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE SECTIONS R402A1 THROUGH R402.4.4. R402.4.12 TESTING THE BUILDING OR DWELLING UNiT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE EXCHANGES PER HOUR. GUMS WITH THE REQUIREMENTS OF OF NOT EXCEEDING 5 AIR POSTING OF CERTIFICATE WSEC 84013 A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATES SHALL LIST THE PREDOMINANT R -VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U -FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OP FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MOiRE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATES SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATES SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS-FIRED UNVENTED ROOM HEATER ELECTRIC FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED iN THE RESIDENCE, THE CERTIFICATES SHALL LiST 'GAS-FIRED INVENTED ROOM HEATER' 'ELECTRIC FURNACE' OR 'BASEBOARD ELECTRIC HEATER, ' AS APPROPRIATE. AN EFFICIENCY SHALL NOT SE LISTED FOR GAS-FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. Mot LEA/GAGE TESTING: DUCTS SHALL BE LEAK TESTED iN ACCORDANCE WITH WSU RS -33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED N 2015 WSEC SEC. R403.3.3. A WRITTEN REPORT OF THE RESULTS SHALL SE 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 R402.4.1 THROUGH R402.4r4. AZIESs 2015 UNIFORM PLUMBING CODE SEC. 312.12 STRAINER PLATES ON DRAiN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING EXCEEDS 1/2 OF AN NCH IN THE LEAST DIMENSION. 312.12.1 METER BOXES SHALL BE CONSTRUCTED IN SUCH AN MANNER THAT RATS CANNOT ENTER A BUILDING* BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE BUILDING. 312.122 METAL COLLARS IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE iN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. 312123 TUB WASTE OPENINGS N FRAMED CONSTRUCTION TO CRAWL SPACES AT OR BELOW THE FiRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING EXCEEDING 1'2 OF AN INCH IN THE LEAST DIMENSION. IU1SEC SECTION R404 LIGHTING EQUIPMENT PER SEC R404.1 - A MINIMUM OF 15 PERCENT OF LAMPS N PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. 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. PRILLIM AM) Nif7TC•14M SILOS PER SEC 86026 DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION SHALL BE PERMITTED TO BE CUT OR NOTCHED TO A DE NOT EXCEEDING 25% OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS SHALL BE PERMITTED TO BE NOTCHED TO A DEPTH NOT EXCEED 40% OF A SINGLE STUD WIDTH. REVIEWED F ODE COMPLIA APPROVED 2. DRILLING. ANY STUD SHALL BE PERMITTED TO BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING 440LE IsIUN O B 201 NO MORE THAN 60% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO MORE THAN As INCH TO THE EDGE OF THE STUD, AND THIS HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRI -LED OVER 40% AND UP TO 60% SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FI SCity Of 1-takwti �r R602.6(I)AND R6023(2). BUILDING DIVlSI oN Lot 2 • LAI SHORT PLAT U a CITY OF TUKWILA CITY RECEIVED �'i APR 06 2017 niP.ERMIT 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 EXCEPTION; USE OF APPROVED STUD SHOES IS PERMITTED WHERE THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC R602.6.I WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MOiRE THAN 50 PERCENT OF IT'S WIDTH, A GALVANIZED METAL TIE NOT LESS THAN 0.054 NCH THICK AND 1-1/2' INCHES WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE OPENING WITH NOT LESS THAN EiGHT 10d 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 86026.1. EXCEPTION; WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. Purchaser should have ans reviewed by a ho- sed builder and struct- al engineer for compli- ce to specific site con - tions. . These plans should not e altered by other than a ualified designer, archi- ct, or structural engineer. Plan No: L2 -2802-2R Date: 3-22-11 N-1 1:4; 04 §47 1=1 uff Z : is 01.111 0 CITY OF TUKWILA APR 06 2017 PERMIT CENTER 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2 -2802-2R Date: 3-22-11 N-2 VENTILATION OLIti \TS ROOF ATTIC VENTILATION C 1NTEGATEP 24 WWOLE 1=IVENTILATION S SEC. 111501 _ I 111601.4.1 LOCAL EXHAUST FANS EXHAUST FANS PROVIDING LOCAL EXHAUST SHALL HAVE A MINIMUMvE TIL4TIOV C4LCULATIOV5 4REQUIREMENTS HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND FAN FLOW RATING NOT LESS THAN 50 chi At 0.25 INCHES WATER GAUGE FOR BATHROOMS, LAUNDRIES, At LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OFFLOW VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST PONT) WITH THE INSTALLED TO LISTED'SP'ECIFICAtiONB. OR SIMILAR ROOMS AND 100 cfin At 025 INCHES WATER GAUGE FOR KITCHENS. MANUFACTURERS' FAN RATINGS SHALL BE DETERMINED AS PER HVI 916 (APRIL 1995) OR AMCA 210. NO WARM -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, EXCEPTION= WHERE A RANGE HOOD OR DOWN DRAFT EXHAUST FAN IS USED to SATISFY THE BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 -ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES 30'-0' (15 EAVE VENTS) ROOM OR SPACE, EXCEPT LOCAL EXHAUST REQUIREMENTS FOR KITCHENS, THE RANGE HOOD OR DOWN DRAFT EXHAUST DIRECT VENT FURNACE, ENCLOSED FURNACES AN ELECTRIC HEATING FURNACES. SHALL NOT BE LESS THAN 100 cfin AT 0.10 INCHES WATER GAUGE. LIQUEFIED PETROLEUM GAS -BURNING APPLIANCES SHALL NOT BE NSTALLED IN A PIT. BASEMENT OR SIMILAR FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE SY VENTILATING OPENINGS PROTECTED f LOCATION WHERE HEAVIERTHAN AIR GAS MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED N 111501.42 LOCAL EXHAUST CONTROLS LOCAL EXHAUST SYSTEMS SHALL SE CONTROLLED BY MANUAL AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN SWITCHES, pEHUMipIBTAtB, TIMERS, OR OTHER APPROVED MEANS. LOCAL EXHAUST SYSTEMAGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND i/4' INCH MAXIMUM. VENTILATION OPENINGS HAYING A LEAST APPROVED MEANS FOR REMOVAL OF UNBURNED GAB. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CONTROLS SHALL BE READILY ACCESSIBLE. DIMENSION LAt�xER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION ® ® ®ELEMENTS CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PiLOTS AND BURNERS OR HEATING AND SWITCHES AT LEAST 15' ABOVE THE FLOOR LEVEL. T ` '==, _ 1111501 .3.3(1) T L E t OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS N ROOF FRAMING MEMBERS SHALL CONFORM TO THE TEMPERATURE CONTROL THE PRIMARY SPACE CONDITIONNG SYSTEM WITHIN EACH DWELLING UNIT SHALL VENTILA11104 SYSTEM AIR PLCW RATE PECLIIMMENT6. REQUIREMENTS OF SECTION R502.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO 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. R5062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 UNIT FLOOR 0-1 2-3 4-5 6-i >1 VENTILATION EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE AREA(SF.) OF THE AREA OF THE VENTED SPACE. INSTALLED iN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. AIRFLOW IN CFM EAVE VENT AND INSULATION CLEARANCE PER SE88063 - WHERE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF NOT LESS THAN A 1 -NCH SPACE A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENC <1,500 30 45 60 15 90 SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND At THE LOCATION OF THE VENT. PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. 1,301-3,000 45 60 '15 90 105 UTILITY ROOM NOTES/MAKE UP AIR 3,001-4,500 60 15 90 105 120 UPPER ROOF: (AREA 1) 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OP THE 4,501-6,000 15 90 135 1,611 SQ. Ft. CF ATTIC AREA/300 ■ 55 SQ. Ft NOTE: UPPER ROOF VENTING PROVIDED BY 1'x10' EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL LOCATED 105 120 OF VENTILATION REQUIRED (192 SQ INCHES) AF50 ROOF VENTS. (50 $ IN. PER VENT) BE WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 6,000-1,500 90 105 120 135 150 UPPER VENTS = 396 Sq. In. (8 AF50 VENTS) NOTE: EAVE VENTING PROVIDED BY (4)-2 1/8' DIAMETER 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET IS LOWER VENTS . 396 Sq. In. 'BIRD HOLES' PER EAVE BLOCK ® ® ® ® ® ® DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 >1,500 105 120 135 150 165 24 EAVE VENTS 12' PER BLOCK • 288 Sq. In. (4)-2 1/8' DIA HOLES ■ 1416 Sq. In. WO MESH SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED iN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE x T ` iii (2) AF50 VENT x 50' PER VENT ■ 150 Sq. In. NFA w/ MESH II 12' Sq. In. PER BLOCK PROVIDED BY OTHER APPMEANS. R. - .3. INT ITTENT �,E 1.14.1 MECWANI C ::WW: D • 100 SQ INCH TRANSFER GRILL PER iRC G2433.4 (614.6) VENTILATi FAC'TORS LOWER FROOF - GARAGE: (AREA 3) iNTE 24 .,w. VENTILATION e•Y6T . C. M RUN-TIME % IN EACH 4 -HOUR SEGMENT 25% 33%50% 66% 15% 100% 35 SQ. FT. OF ATTIC AREA/300 ■ 32 SQ. FT. NOTE: UPPER ROOF VENTING PROVIDED BY AS AMENDED BY WASHINGTON STATE FACTOR 4 3 2 1.5 1.3 11J OF VENTILATION REQUIRED (46 SQ INCHES) COR -A -VENT ROOF-2-11JALL VENT EAVE 23 Sq. In. MI501.1 GENERAL LOCAL EXHAUSTOR WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS AND EQUIPMENT SHALL VENTS ■ (85 SQ. N. PER LINEAL FTJ SE DESIGNED iN ACCORDANCE WITH THIS SECTION. ` = �"� i L T RATES • 2 EAVE VENTS x 12' PER BOCK ■ 24 Sq. In. UPPER VENTS = 24 Sq . M. (CONT. ROOF -2 -WALL VENT) "' - -PA.4 IILY x uELLIW SQ. IN. 2 11 SQ. IN. PER TRUSS BAY 1115012 RECIRCULATION OF AIR EXHAUST AIR FROMBATHROOMS AND TOILET ROOMS SHALL NOT BE 85 X LF(M.M BAY): 24 SQ. N. REQUIRED/ 11 SQN■ 2 BAYS RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO AREA TO BE EXHAUSTED EXHAUST RATES THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE OR OTHER AREAS OF THE BUILDING. M15013 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS KITCHENS 100 cfm INTERMITTENT. OR 25 cfm CONTINUOUS i' 0' (5 EAVE YENt') -. ® m I- SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M1501.3.1 THROUGH MI50133. M15013.1 SYSTEM DESIGN EACH DWELLING UNIT OR GUESTROOM SHALL BE EQUIPPED WITH A VENTILATION SYSTEM BATHROOMS -TOILET RIS LAUNDRY ROOMS MECHANICAL EXHAUST CAPACITY OF }' -, COMPLYING WITH SECTION M15013A, M15013.5, M15013.6 OR M15013.1. COMPLIANCE IS ALSO PERMITTED TO BE DEMONSTRATED THROUGH COMPLIANCE WITH THE INTERNATIONAL MECHANICAL CODE OR ASHRAE STANDARD 622. INDOOR SWIMMING POOLS 4 SPAS 50 cfm INTERMITTENT OR 20 cfm CONTINUOUS .. 11150132 CONTROL AND OPERATION mi W� I. LOCATION OP CONTROLS. CONTROLS FOR ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE BY THE .. OCCUPANT. n - 2. INSTRUCTIONS. OPERATING INSTRUCTIONS FOR WHOLE -HOUSE VENTILATION SYSTEMS SHALL BE PROVIDED TO THE : OCCUPANT BY THE INSTALLER OF THE SYSTEM. 208 ENEMY CODE CoI" if*LlA i m 3. LOCAL EXHAUST SYSTEMS. LOCAL EXHAUST SYSTEMS SHALL CONTROLLED 2015 WSEC: 3.5 ENERGY i5 30'-0' (2 EAVE TS) BE BY MANUAL SWITCHES, CREDITS REQUIRED PER TABLE 406.2 DEHUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS. 4. CONTINUOUS WHOLE■HOUSE VENTILATION SYSTEMS. CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEMS SHALL OPERATE CONTINUOUSLY AND SE EQUIPPED WITH AN OVERRIDE CONTROL. A 'FAN ON' SWITCH SHALL BE ENERGY CREDIT OPTIONS: (la, 3a, 5a, 5c = 35 CREDITS) COR -A -VENT CONTINUOUS ROOF -2 -WALL VENT. PROVIDES 85 SQ. IN. NET FREE VENTILATION AREA PER LINEAL FOOT. (CUT 1' WIDE CLEAR SLOT IN ROOF DECK AT OR NEAR THE TOP.) PERMITTED AS AN OVERRIDE CONTROL. CONTROLS SHALL BE CAPABLE OF OPERATING THE VENTILATION SYSTEM la -EFFICIENT BUILDING ENVELOPE (05 CREDIT) WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. A CLEARLY VISIBLE LABEL SHALL BE AFFIXED TO THE CONTROLS THAT READS 'WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS).' PRESCRIPTIVE COMPLIANCE IS BASE ON TABLE 8402.1.1 WITH THE FOLLOWING 5. INTERMITTENT W4OLE-HOUSE VENTILATION SYSTEMS. INTERMITTENTWHOLE-HOUSE VENTILATION SYSTEMS SHALL MODIFICATIONS: COMPLY WITH THE FOLLOWING: -VERTICAL FENESTRATION U1:028 5.1 THEY SHALL BE CAPABLE OF OPERATING INTERMITTENTLY AND CONTINUOUSLY. - FLOOR 8-38 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 53 THE SYSTEM SHALL BE DESIGNED SO THAT IT CAN OPERATE AUTOMATICALLY BASED ON THE OR TYPE OF CONTROL TiMER INSTALLED. -COMPLIANCE BASED ON SECTION 8402.1.4: REDUCE THE TOTAL UA BY 5%. 5.4 THE NTERMITTENT MECHANICAL VENTILATION SYSTEM SHALL OPERATE AT LEAST ONE HOUR OUT 3a - HIGH EFFICIENCY HVAC EQUIPMENT (1.0 CREDIT) OF EVERY FOUR - GAS, PROPANE OR OIL -FIRED FURNACE WiTH MINIMUM AFUE OF 94%, OR 5.5 THE SYSTEM SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A 24-HOUR - GAS, PROPANE OR OIL -FIRED BOILER WiTH MiNIMUM AFUE OF 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 SE SET t0 OPERATE THE THE MINIMUM EQUIPMENT EFFICIENCY. WHOLE -HOUSE FAN ACCORDING TO THE SCHEDULE USED TO CALCULATE THE WHOLE -HOUSE FAN SIZING. 5a - EFFICIENT WATER HEATING (0.5 CREDIT) 5.8 A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS 'WHOLE HOUSE VENTILATION (SEE - ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE OPERATING INSTRUCTIONS).' RATED AT 5 GPM LSSA. 1.11150132.1 OPERATING INSTRUCTIONS INSTALLERS SHALL PROVIDE THE MANUFACTURER'S INSTALLATION, OPERATING - AALL OTHERR LAVATORY FAUCETS SHALL BE RATED AT 10 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 VENTILATION SYSTEM SHALL PROVIDE THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM FLOW RATES FOR ALL OUTDOOR AIR TO EACH DWELLING UNIT AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED N SHOWERHEADS, KITCHEN SINK FAUCETS, AND OTHER LAVATORY FAUCETS. ACCORDANCE WITH TABLE M150133(1). 5c - EFFICIENT WATER HEATING (1.5 CREDITS) EXCEPTION: THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS PERMITTED TO OPERATE INTERMITTENTLY WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25 PERCENT OF EACH 4 -HOUR - GAS, PROPANE OR OIL WATER HEATER WITH MINIMUM EF OF 091 SEGMENT AND THE VENTILATION RATE PRESCRIBED IN TABLE M150133(I) IS MULTIPLIED BY THE FACTOR OR DETERMINED. IN ACCORDANCE WITH TABLE M15013.3(2). - SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER. SOLAR WATER HEATING WILL PROVIDE A RATED MINIMUM SAVINGS OF 85 THERMS MI50133 WHOLE -DOUSE 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 SYSTEMS. A SYSTEM WHICH MEETS ALL THE REQUIREMENTS OF THiS SECTION SHALL BE DEEMED TO SYSTEMS SATISFY THE REQUIREMENTS FOR A WHOLE -HOUSE VENTILATION SYSTEM. OR 11150135.1 INTEGRATED WHOLE -HOUSE VENTILATION SYSTEMS. INTEGRATED WHOLE -HOUSE VENTILATION SYSTEMS - ELECTRIC HEAT PUMP WATER HEATER WITH MINIMUM EF OF 2.0 AND MEETING THE SHALL PROVIDE OUTDOOR AiR AT THE RATE CALCULATED USING SECTION M150133. INTEGRATED FORCED -AIR STANDARDS OF NEEA'S NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PUMP VENTILATION SYSTEMS SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE SPACE THROUGH THE WATER HEATERS FORCED -AIR SYSTEM DUCTS. INTEGRATED FORCE -AIR VENTILATION SYSTEMS SHALL HAVE AN OUTDOOR AIR TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY INLET DUCT CONNECTING A TER'iINAL ELEMENT ON THE OUTSIDE OF THE BUILDING TO THE RETURN AIR PLENUM THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT OF THE FORCED -AIR SYSTEM, AT A POINT WITHIN 4 FT UPSTREAM OF THE AIR HANDLER. THE OUTDOOR AIR INLET TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING DUCT CONNECTION TO THE RETURN AIR STREAM SHALL BE LOCATED UPSTREAM OF THE FORCED -AIR SYSTEM SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAVINGS. BLOWER AND SHALL NOT BE CONNECTED DIRECTLY INTO A FURNACE CABINET TO PREVENT THERMAL SHOCK TO THE HEAT EXCHANGER. THE SYSTEM WiLL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL AS SPECIFIED iN SECTION M150132. THE REQUIRED FLOW RATE SHALL BE VERIFIED BY FIELD TESTING WITH A FLOW HOOD OR A FLOW MEASURING STATION. REVIEWED FOR MI50135.2 VENTILATION DUCT INSULATION. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED CODE COMPLIAN( TO A MINIMUM CF R-4. APPROVED 111501333 OUTDOOR AIR -INLET&. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE 'JUN 0 6 2017 FOLLOWING AREAS: I 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. City of Tukwila 3. A HAZARDOUS OR UNSANITARY LOCATION. ,.......„..............._BUILDING DIVISIOI 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. 1115014 LOCAL EXHAUST LOCAL EXHAUST SHALL BE PROVIDED iN EACH KITCHEN, BATHROOM, WATER CLOSET, 11) 11%. 00 9 1 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 MI5014. 1:4; 04 §47 1=1 uff Z : is 01.111 0 CITY OF TUKWILA APR 06 2017 PERMIT CENTER 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2 -2802-2R Date: 3-22-11 N-2 WEATHER RESISTANT BARRIER OVER SHEATHING OR SUBSTRATE FINISH SIDING GSM TRIM ?ILA -SHINS WITH S° MIN. VERTICAL LES HORIZONTAL WOOD TRIM 1 -IO "' I Z. TRIM AT EAM ISIG UJ000 STUDS N.T.S. 2x6 EXTERIOR WALL 1/16' PLY OR OSB SHEATHING, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER PRE -FINISHED CONTINUOUS SHEETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP 1/16' PLY OR 055 SHEATHING, TYP. TRUSS OR RAFTER PER PLAN ROOF TO UJAI- P1-45 INCA DETAIL. N.T.S. I2 SIDING PER ELEVATION FLASHING 2X3 BEVELED TRIM FLASHING ADHERED CULTURED STONE STONE VENEER N.T.S. MASONRY VENEER GENERAL NOTES PER SEC. R103.12 ADHERED MASONRY VENEER SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R103.13 AND THE REQUIREMENTS IN SECTIONS 12.1 AND 123 OF TMS 402/ACI 530/ASCE 5. ADHERED MASONRY VENEER SHALL SE INSTALLED IN ACCORDANCE WITH SECTION 8103.1.1, ARTICLE 330 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 11 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 SCREED OR FLASHING PROVIDED IN ACCORDANCE WITH SECTION R103.122. MEE NW 1 \\\\\\\\\-\\\\�\--- \li\\_\\\\- \�j \\\\\\\_\\\\—\\-„,. ..\0\—\\wii%/ \\\\\\\\\_\\\\—\\\\\\ __ OIMMIMINM% IMMMMMNMMM \\\\\\\\\o% "hn\\\\\\\\\\\\_\\\\ \\\\ 1. INV 0\�\\\1x11111111 WWW \, \\\\\ ii%\\\\\\\\ \\\\\\\\\���\\\\\\\\\\I\\L \\\\\\\\\ \\\\\\\\\IIELIwo _ \\\\\\\\\ "IM\ `:,� \\\\\\\\\��, Vima i lk I -i MIII 12 ' .IIMIIMI%\\\\\\\\ Imo\\\\\\\\\=\\\\ \\\\\\\\\ II \\\\\\ �► ILII \\\\\\\1■■■11 \\\\\\\\\�//// \\\UW'%% 12 SOUTH LVATION \-� MI4 NORTH ELEVATION insmsummomIllnl 1111111111111111 ROOF DRIP EDGES PER SEC. 890528.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MN. 2' OVERLAP GABLE END DECO BRACE COMP ROOF BOARD 4 BATT SIDING CEDAR SHAKE SIDING 5/4x8 BARGE UJ/ 1X3 RAKE TRIM RECEWED CITY OF TUKWILA MAY 262017 PERMIT CENTER TYP PER SIDE F SITE REQUIRES 5/4x6 WINDOW , DOOR 4 CORNER TRIM ® FRONT 5/4x4 CORNER BD'S 5/4x6 SAND W/ 2X5 GAP 6” EXP. HORIZ. SIDING CONT. SUTTER STONE VENEER (ADHERED) RRECTION LYR# 1' 1st iv TO SLOPE AWAY PROM FOUNDATION A MIN. OP 6" WITHIN THE FIRST 10' COPYRIGHT 2010 Landmark DOT Inc. ALL RIG 4TS RESERVED EAST ELEVATION 1�- 00 HOUSE NUMBERS TO BE VISIBLE 4 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MN. 4' HIGH 4 A MN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2 -2802-2R 3-22-17 1 30'-0' 30'-0' 20'-0' 10'-0' 8/0x6/0 XOX 8/0X4/0 XOX co i'' n P TIO METAL INSTAL SPECS SQ. IN. D.V. ///IU/////1/////. MASTER BEDROOM VAULTED CEILING MASTER. BATH 8' CLG. , LIN. CLOSET e 8' CLG. i!1 EATING EAR OPT. P I REF'L,4GE LOCATION ON BEDROOM 2 8' CLG. KITCHEN 9' CLG REFRIG. SEDROO ej wage T I*A% c:t‘ 4 ...iggitairo train- - d//////GS.'1P////..ed//////!////////di27////d0///!dd%.D/d// %e r ..10/d//////d/O MECH CHASE VEH. IMPACT BARRIER PLAYROOM S' CLC. COVE POR H 6ARAOE USE 1/2' GUM ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/S' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GUJB NO DUCT OPENINGS IN GARAGE. 5/0x4/0 XO 2/0x4/0 FX ING AT TO BE L NCHES THRESH0 ' RT TO D. (R31 16/0 x 5/0 O.H. DOOR 16'-3' RO. /0x4/6 XO iE IG. PANTRY / I 51 L N _J l/1/47 COPYRIGHT 2010 Landmark DaalEn Ino. ALL RIGHt8 RESERVED GENERAL NOTES: 1. ALL WORK TO SE IN CONFORMANCE WITH 2015 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO SE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. 514OWERHEADS 4 KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 GPM. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.PM FLOW. 1. ALL GLAZING WITHIN 601 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 R3143 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 SE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. BLUE 18 AWG TRACER WMETAL WATER DSSEARVICO- EN PIPING PER UPC 6049 9'-6' UPPER FLOOR FLAN UJ1-I0LE {HOUSE VENTILATION: INTEGRATED: INTEGRATED WITH R1RNLACE SEE SHEET N-2 FOR REQUIREMENTS. *REFER TO SHEET N-2 TABLE 150133(1) 4 , 150133(2) FOR PAN SIZING AND RUN TIMES t FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. lO S.D. GUEST ROOM OPTIONAL GUEST ROOM MAIN FLOOR FLAN va•=rc• MAIN FLOOR: UPPER FLOOR: TOTAL: 6ARA6E : FRONT PORCH: 1244 SQ. FT. 1558 ea. FT. 2802 SQ. FT. 511 SQ. FT. I SQ. FT. b 17- ooef -SMOKE ALARM -CARBO! MONOXIDE COMBO. 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 AN APPROVED CARSON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2015 IRC 4 WA. STATE MENTS SEC R315. 11. SULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC R403.53. 12. ALL DUCTS 4 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 SE INSULATED TO R-10 WITH INSULATION DESIGNED TO SE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER R30332. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL SE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER. WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. PRYER DUCT SPECIFIED LENGTH PER SEC M1502.4.5.1. THE MAXIMUM LENGTH OP 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 45.1. 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: I. 2. RECEIVED CITY OF TUKWILA MAY 26 2017 PERMIT CENTER PER IRC G2439 WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION AND THE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FT., THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PER1ANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FT OF THE EXHAUST DUCT CONNECTION PER G2439.1.5. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL SE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL SE PROVIDED SY OTHER APPR. MEANS PER G2439.5. • 100 SQ INCH TRANSFER GRILL INTERIOR 13TAIRWAY ILLUMINATION PER SFC R30.31 INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ART LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TRE STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CA OF ILLUMINATING TREADS AND LANDINGS TO LEVELS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF AND LANDINGS. THERE SHALL BE A WALL SWITCH AT E FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE T STAIRWAY HAS SIX OR MORE RISERS. 1D<CEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROV =REVIEWED COW PL PPROV 5 JUN 0 c City of TUk 11.OING fi EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OP THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LICA -1T SOURCE LOCATED At THE BOTTOM LANDING OP THE STAIRWAY. 78 IL,. hi • CyW 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. a ' rchaser should have Flan= reviewed by a lic— e • builder and struct— N engineer for compli— anc� to specific site con— ditto s. 4. T be a quali toot, ese plans should not ered by other than a ied designer, archi— r structural engineer. Plan No: L2 -2802-2R Date: 3-22-11 2 ♦ in 20'-0' 30'-0' 49) v 10'-0' 4' CONC. SLAB L OVER 4' COMPACT SAND AND GRAVEL BASE *4 BARS 18' o.C. I I I I I I 6x6 P.T. POST WI PB BASE ON 30'x30'x12' CONCRETE FTG. W/ 3-04 BARS E.W. in CR LULL i ACE 6 MIL VISQUE°N VAPOR BA-, ER 1'NROUGI-I CUT CRI4 ULSPAC LAP SPLICES 12'. (BLACK) 30'x30'x8" CONCRETE FIG. w/ 3-+4 BARS EACH WAY 0 ♦ ♦ 4x4 P.T. POST W/ PB BASE ON 24'x24'x12' CONCRETE FTG. • 4 .:ARS 18' P.C. 4' CONC. SL OVER 4' COM ACT SAND AND GRA L EASE 1 ♦ • 4' CONC. SLAB PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASI-RING OR APPROVED 1"IEMIBRANE STUB BARS INTO CONC. SLAB is' O.C. FOUNDATION PLAN 1/4"= I' -O" COPYRIGHT 2011 Landmark Design Inc. ALL. RIGH118 RESERVED 61 A 3�1 4' 0 SCHED. 40 STL. BOLLARD 4-3/S'X3' ANCHOR BOLTS (SIMPSON TITAN HD OR EQ) 4' CONCRETE SLAB (81I/SPSC' N TITAN 14D OR EQ) l I/2'X8'X8' SIDE VIEW VEHICLE IMPACT BARRIER DETAIL 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.) 1. AL 'OTlNGS t0 BEAR ON FIRM 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL SEAMS TO BE 4x10 DFL +2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x S' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POStS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. 'CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R405. *FOUNDATION VENTS SHALL SE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. S. 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. CSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SHT 51.0). 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. 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. a 1 VIEWED E COMP APPROV UN 0e ity of Tu ILDING II 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/I50 : 52S SQ. PT. PROVIDE SCREENED VENTS FOR VENTILATION 13 VENTS REQ'D 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 able building codes ere the home is to be gat ucted. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct- 7 ural Engineer for compli— ance o specific site con— dition s. . Thi SI se plans should not red by other than a ed designer, archi— r structural engineer. Plan No: L2 -2802-2R Date: 3-22-11 3 LSTA30 - HDR 4 SILL TO 3x BLOCK! S/S LSTA24 - BEAM TO TOP PLATE 3) 2x6 6X6 PT POST WI CCQ CAP 4 PS EASE CONT. DEL. TOP PLATE 3t. XIV44LVL 51/2x 12 GLIB SOFFIT AND INSULATE 1- AT COVERED PATIO 0 M� �R-I0 RI6= INSULATION (SHS SIDE Off' WALL KIN& STUD EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION DETAIL NTS :.x6 W/ PC CAP 3) 244 SEARING WALL ////; ///// /// ////i /////, /// SE A RING WA -L ROOF FRAMING NOTES: MECHANICAL PLATFORM BUILT INTO MFG. TRUSSES SEE TRUSS SPECS FOR DETAI 1. ALL HEADERS TO BE 4x8 DF 02, 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 BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. ACMCIN. 332 PER , ATTIC IRC 80'1.1 PRAIC ACC SS OVIDE 22'X36' TT CE 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. 8807.1. • ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. i r`1 Cl•1, IN Al I I 5. PROVIDE ATTIC VENTILATION PER IRC SEC. 8606. ALL FRAMING TO COMPLY WITH IRC SEC 8802. 6. C REFER TO SHEAR WALL SCHEDULE. ROOF OVERFRAME NOT IRC SEC 88023 I. RAFTERS SHAL BE FRAMED TO BOARD PE -.,0 -,”RIDGE BOARD 8 • • SE LE = ` IN • H THAN THE CUT E . �° �AT TL VALLEYS AND HIPS T\ v� SHAL�� A ' x VALLEY OR HIP RAFTE - \ •% OT L� " ��� I /%EPTH THAN THE CUT END • THE LE \ • VERAGE AT RIDGE, HIPS AND FRS? c NOTES: 6) 2x4 4) 2x4 514x114LVL 3) 2x4 x CANTILEVER 4 x 12 1. ALL MULTIPLE JOISTS OR SEAMS MUST BE BOTH GLUED AND NAILED W/Sd NAILS ® 24' O.C. NAILED TOP 4 BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 DF +'2, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO SE INSULATED UJ/R-10 RIGID INSULATION. 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 12' O.H. O.H. THD26 HANGERS PER TRUSS MFG. 3) 2x6 4X4 PT POST WI EPCZ CA 4 PS BASE 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR SY ANOTHER APPROVED METHOD. 5. • MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE REFER TO SHEAR WALL SCHEDULE. GIRDER TRUSS MANF. TRUSSES +� 24' O.C. LSTA30 - HDR 4 SILL TO 3x BLOCKING. 8/52.0 SEGOND FLOOR FRAMING PLAN 1/4"=11-0" ROOF VENTILATION CALCULATIONS 4 REQUIREMENTS AT LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. R806.I - 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 SY 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 DIMENSION LAMER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. 8806.2 - THE MINIMUM NET FREE VENTILATION AREA SHALL SE 1/150 OP THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 88063 - 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 ANC) LOCATIONS APPLIANCES IN ATTIC NOTES: PER 2015 IRC M1305.1.3 I. ATTICS CONTAINING APPLIANCES SHALL SE 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 SE NOT MORE THAN 50 FT LONG. 2. ELECTRICAL REQUIREMENTS M1305.1.3.1. A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET SHALL SE INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH CHAPTER 39. EXPOSED LAMPS SHALL BE PROTECTED FROM DAMAGE SY LOCATION OR LAMP GUARDS. 3. PROVIDE 2x12 PLATFORM W/ 2 -LAYERS 34' PLYWOOD ATOP BOTTOM CHORD OF MFG. TRUSS THAT MEETS THE REQUIRED CLEARANCES. USE R-49 INSULATION UNDER PLATFORM. (1 -LAYER OF R-35 HIGH DENSITY (10-1/4') 4 I -LAYER R -II (3-1/2'). 4. NO AIR CONDITIONING TO SE INSTALLED IN ATTIC. 5. PROVIDE GALVANIZED MT. DRAIN PAN WITH WET SWITCH. PROVIDE CONDENSATION LINE FROM FURNACE TO EXTERIOR FOR DRAINAGE. 4X12 ROOFLAN FT -0061 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-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 6 2017 City of Tukwila BUILDING DIVISION 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 byother than a qualified designer, archi- tect, or structural engineer. Plan No: L2 -2802-2R Date: 3-22-17 WI IN 36' AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD Wil." LP® FLAMEBLOCK® 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 0 16' O.C. ATTACH STUDS TO TOP 4 BOTTOM PLATE WITH (3) 16 I 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. %' TYPE 'X' GWB APPLIED VERTICALLY AND NAILED TO STUDS W/MIN. i1b' 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 W/ A MIN. 2' WIDE TAPE EMBEDDED IN THE FIRST LAYER. INTERIOR 16' O.C. MI I II 5'2' THICK NOMINAL 25 PCF DENSITY UNFACED MINERAL FIBER BATT INSULATION FRICTION FIT BETWEEN THE WOOD STUDS MAW.1z ,r.Or. WA art Tau ri t r. rt t nr a Z4EntZ4Za.PA .e. 6ZaWOMMAZan Ma l'el,AN era' TYPE 'X' GWB APPLIED VERTICALLY AND NAILED TO STUDS W/MIN. 11' DRYWALL NAILS SPACED 8' O.C. JOINT COMPOUND TO BE APPLIED TO EXTERIOR FACE OF GUJB IN (2) COATS TO EXPOSED FASTENER HEADS AND GWB JOINTS W/ A MIN. 2' WIPE TAPE EMBEDDED N THE FIRST LAYER. EXTERIOR DESIGN: iNTERTEK LPS/UJA 60-01 EAVES 4 WALL WITI-UN 5'-0' OP PROPERTY LINE PER IRC 302 4 TABLE R302.1 2x6 402 DP STUDS • 16' O.C. ATTACH STUDS TO TOP 4 BOTTOM PLATE WITH (3) 16c1 FRAMING NAILS. CONSTRICT TOP PLATE OF (2) STUDS INSTALLED WORIZ. AT THE TOP OF THE GYPSUM WALL ASSEMBLY AND THE BOTTOM PLATE OF A SINGLE STUD. INSTALL 2x6 WOOD STUDS HORIZ. AS CROSS -BRACING POSITIONED AT MiD-HEIGHT OF THE WALL. MIN. 7ffs' LP® FLAMEBLOCKG W/ PYROTITE SURFACE FACING OUT EXTERIOR WALL COVERING: 1. FIBER CEMENT BOARD 2. T1-11 SIDING 3. WOOD FiBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING NO SCALE MIN. 6x6 PT POST N6' LPG FLAMEBLOCK® FIRE -RATED 058 SHEATHING OR Ifir,' TYPE 'X' GWB SHEATHING SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE NO SCALE STAIR NOTES: PER IRC R3IL1 • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND BOTTOM • ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION. • MAXIMUM RISE TO BE 1-3/4'. • MINIMUM RN TO BE 10'. • MINIMUM HEAP HEIGHT TO BE 6'-8'. • MNIMM STAIR MN TO BE 36'. • PROVIDE cOMtfUOUS HAND RAIL 34' TO 38' OPP TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. • PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED WALKING SUiACE, STAIRS, RAMPS, FORGE, OR BALCONIES • MN. 36' HIGH W/ CLEAR SPACE PER R3I2.0 AND 831212 HANDGRIP PORTION OP HANDRAIL SHALL BE NOT LESS I V4' NOR MORE THAN 2' IN CROSS SECTIONAL PiM. • WINDING MAPS PER iRC R31L982.1 • SPIRAL STAIRS PROVIDE MN 1 1/2' RN • A PONT 12' FROM WHERE TREAD IS NARROUEST PER IRO R31L1J0.1 4' SPHERE SHALL NOT PASS TROUGH 4 HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OP STAIR HANCGRIP PORi'ION OP HANDRAILS HAVE CIRCULAR CROSS SECTION OP 1 ' MN. * 2' MAX. EDGES SHALL HAVE A MN. RADIUS OP hi'. ALL REQUIRED GUARDRAILS TO BE 36' MN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON 114E SIDES OP STAIR TREADS SHALL NOT ALLOW A SPHERE 4 INCHES (102w) TO PARS Ti1ROUSH. PER R31213 NOS 114 MAX AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) t SOLID TIGHT FITTING TRUSS BLOCKING CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER iRC ON OPEN SIDE 5:\_2x4 THInIST 2x STUDS PER PLAN 7f6' SHEATHING EXTERIOR WALL COVERING PER PLAN 1' PT RISERS P.T. 2X12 TREADS TO S 3670:364' NO SCALE EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE 8302.1 HOUR SIRE -RESISTIVE DETAILS DECK JOISTS PER PLAN BBL. JST MMTTLD. HANGERS AT EA. STRINGER 3-2X12 P.T. STRINGERS EXT RIOR \\,\„./ 1 6' SPHERE UNABLE TO PASS THROUGH OPENING BELOW STAIR INSTALL ty' coge • CEI -NG, AND WALLS (3) 2X12 STRINGERS FIRE 131.0C1043 • MID -.SPAN AND N STUD WALLS ALONG AND N LIE URN MINIM IP AREA INDER STAIRS IS MINIM) INTERIOR AL STAIR DETAIL AND NOTES NO SCALE FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION R302.II • R302.12 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDINGFURRED 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 BO'itOM 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. 12 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. 5I 12 \v,a� COMPOSITION ROOF W/ 30+ INTERWOVEN FELT 10114, ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. 89052.8.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. Itf fttftffttttMil f ffi 1�affftti\�,��, a C!fff1 it • •• •••• gsp�im•°�►"``'� nzeit��• •\�� �.•�- ff tfffffftt f tffttfffftfftfftf ••••••••••• ••••o••••••••••• 2x SCREENED EAVE VENT BLOCKS W/(4) 216' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE I' MIN. AIR SPACE. OOR yW CON: T .' YWOOD SUB-FLR. D 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) BEDROOM 2 TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS • 16' O.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. BD 1 1ji1t�t1111i1tiijiilh'►iilii�i�ljiiliiljiiliji,� ft Q X 02g Ana In R-30 INSULATION R-30 INSULATION 6A 6E USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB KITCHEN FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB -PLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) RECEIVED CITY OF TUKWILA MAY 2 6 2017 PERMIT CENTER R-38 HIGH DENSITY INSULATION a FLOOR 4' CONCRETE SL SLOPE TO DRAIN REVIEWED FOR CODE COMPLIANC APPROVED JUN 06 2017 GRADE FL] STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. • 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. GRAWLSPAGE brat-. 068/ COPYR2010 5UILINSCTIOB� Landmark Design Inc. ALL RIGHTS RESERVED 3/8"=1'—C° TIGI4TLI FOUNDATION DRAIN: 4' DIA. PERF. PIPE SHALL BE PLACED ON A MIN. OF 2' OF PEA GRAVEL PILL 4 COVERED W/MIN. 6' OF PEA GRAVEL FILL. GRAVEL SHALL EXTEND MIN. 1' BEYOND THE OUTSIDE EDGE OF THE FOOTING AND MIN. 6' ABOVE THE TOP OF THE FOOTING 4 COVERED W/ FILTER FABRIC. z T •z 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, Plan No: L2 -2802-2R Date: 3-22-1i 5 .a t. .r. MIN. 6x6 PT POST N6' LPG FLAMEBLOCK® FIRE -RATED 058 SHEATHING OR Ifir,' TYPE 'X' GWB SHEATHING SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE NO SCALE STAIR NOTES: PER IRC R3IL1 • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND BOTTOM • ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION. • MAXIMUM RISE TO BE 1-3/4'. • MINIMUM RN TO BE 10'. • MINIMUM HEAP HEIGHT TO BE 6'-8'. • MNIMM STAIR MN TO BE 36'. • PROVIDE cOMtfUOUS HAND RAIL 34' TO 38' OPP TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. • PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED WALKING SUiACE, STAIRS, RAMPS, FORGE, OR BALCONIES • MN. 36' HIGH W/ CLEAR SPACE PER R3I2.0 AND 831212 HANDGRIP PORTION OP HANDRAIL SHALL BE NOT LESS I V4' NOR MORE THAN 2' IN CROSS SECTIONAL PiM. • WINDING MAPS PER iRC R31L982.1 • SPIRAL STAIRS PROVIDE MN 1 1/2' RN • A PONT 12' FROM WHERE TREAD IS NARROUEST PER IRO R31L1J0.1 4' SPHERE SHALL NOT PASS TROUGH 4 HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OP STAIR HANCGRIP PORi'ION OP HANDRAILS HAVE CIRCULAR CROSS SECTION OP 1 ' MN. * 2' MAX. EDGES SHALL HAVE A MN. RADIUS OP hi'. ALL REQUIRED GUARDRAILS TO BE 36' MN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON 114E SIDES OP STAIR TREADS SHALL NOT ALLOW A SPHERE 4 INCHES (102w) TO PARS Ti1ROUSH. PER R31213 NOS 114 MAX AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) t SOLID TIGHT FITTING TRUSS BLOCKING CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER iRC ON OPEN SIDE 5:\_2x4 THInIST 2x STUDS PER PLAN 7f6' SHEATHING EXTERIOR WALL COVERING PER PLAN 1' PT RISERS P.T. 2X12 TREADS TO S 3670:364' NO SCALE EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE 8302.1 HOUR SIRE -RESISTIVE DETAILS DECK JOISTS PER PLAN BBL. JST MMTTLD. HANGERS AT EA. STRINGER 3-2X12 P.T. STRINGERS EXT RIOR \\,\„./ 1 6' SPHERE UNABLE TO PASS THROUGH OPENING BELOW STAIR INSTALL ty' coge • CEI -NG, AND WALLS (3) 2X12 STRINGERS FIRE 131.0C1043 • MID -.SPAN AND N STUD WALLS ALONG AND N LIE URN MINIM IP AREA INDER STAIRS IS MINIM) INTERIOR AL STAIR DETAIL AND NOTES NO SCALE FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION R302.II • R302.12 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDINGFURRED 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 BO'itOM 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. 12 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. 5I 12 \v,a� COMPOSITION ROOF W/ 30+ INTERWOVEN FELT 10114, ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. 89052.8.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. Itf fttftffttttMil f ffi 1�affftti\�,��, a C!fff1 it • •• •••• gsp�im•°�►"``'� nzeit��• •\�� �.•�- ff tfffffftt f tffttfffftfftfftf ••••••••••• ••••o••••••••••• 2x SCREENED EAVE VENT BLOCKS W/(4) 216' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE I' MIN. AIR SPACE. OOR yW CON: T .' YWOOD SUB-FLR. D 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) BEDROOM 2 TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS • 16' O.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. BD 1 1ji1t�t1111i1tiijiilh'►iilii�i�ljiiliiljiiliji,� ft Q X 02g Ana In R-30 INSULATION R-30 INSULATION 6A 6E USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB KITCHEN FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB -PLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) RECEIVED CITY OF TUKWILA MAY 2 6 2017 PERMIT CENTER R-38 HIGH DENSITY INSULATION a FLOOR 4' CONCRETE SL SLOPE TO DRAIN REVIEWED FOR CODE COMPLIANC APPROVED JUN 06 2017 GRADE FL] STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. • 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. GRAWLSPAGE brat-. 068/ COPYR2010 5UILINSCTIOB� Landmark Design Inc. ALL RIGHTS RESERVED 3/8"=1'—C° TIGI4TLI FOUNDATION DRAIN: 4' DIA. PERF. PIPE SHALL BE PLACED ON A MIN. OF 2' OF PEA GRAVEL PILL 4 COVERED W/MIN. 6' OF PEA GRAVEL FILL. GRAVEL SHALL EXTEND MIN. 1' BEYOND THE OUTSIDE EDGE OF THE FOOTING AND MIN. 6' ABOVE THE TOP OF THE FOOTING 4 COVERED W/ FILTER FABRIC. z T •z 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, Plan No: L2 -2802-2R Date: 3-22-1i 5 \ \ N 110V QQ t S.D. \ -n1 11 II II II 1 L J 110V O S.D. 9 tgr 2D)_6 UPPER FLOOR !L!TSICAL va^.rc• 1 11 / I — --4,\\\\ --- --PEN• Ae HTS. 'lit AR A \\'\\ %\\\. �A N ,-a 6- N ---� 17% 00 Si MAIN FLOOR LTRIAL INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE .4 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 P.303.8 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 SE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET F CityTUlswil BUILDING lel /1 COMBO. EXT. PAN (VTOS) I LIGHT COMBO SMOKE ALARM - CARBON MONO. PET. 110 V tut BATTERY BACKUP CABLE T.V. JACK PHONE UNDER COUNTER L IGI4TS GAS OUTLET HOSE BIBS EXT. FAN VTOS rye • UC 1) . • t) rori A 03 ca L z lq RECEIVED CITY OF TUKWILA APR 0 6 2017 PERMIT CENTER 1. Contractor or builder must verify all dimensions before proceeding with ctnstruction. CE. This plan was designed to be marketed throughout xr any municipalities. The p rchaser must verify cwmpliance with all local a'' plicable building codes ere the home is to be c * nstructed. 3 Purchaser should have p ans reviewed by a lic— INb sed builder and struct— al engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2 -2802-2R Date: 3-22-11 6 C$FNFRAs STRUCTURAL NOT=S ALL CONSTRUCTION SHALL BE IN CONFORMANCE WIN THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, WIN 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 B, Kz, : 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Se = 15 - IBC FIGURE 16133(1) Sce : 1.0, le : 1.0, R=6.5 Ce : 0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2015 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAYING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. USE MINIMUM Pc : 3,000 PSI WITH 55 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% ±1.5% BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS Vi2°. ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. RE INFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW 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 i1/2" Vi? (05 AND SMALLER) 2" ('S AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DP2 OR BETTER POSTS DP2 OR BETTER 2x FRAMING HP2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 UN.O. MACHINE BOLTS TO BE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD AI90.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -V4 (Ho = 2,400 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE 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 BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER. LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Flo : 2,600 PSI, E 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO. 08615-R BEARING LENGTH SHALL NOT BE LESS THAN 11/2" . DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER. HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16c1 6 12" 0.0. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d 0 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 0 6" 0.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH I6d o 12" OC. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR UN.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 UNA. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 34" RATED SHEATHING (40,20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH Sd COMMON OR GALVANIZED BOX NAILS AT 6" OC. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY lis" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" OC. AT SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" OC. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED AND LOADS SHALL BE 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 BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PEIR ORh'1 THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SWOII11 ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER. SHEAR WALL SCHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) I/" CDX 8d 0 6" 0.C. 5/8" a 60" 0C. Qall = 230 PLF A> OR OSB e> 1/2" CDX OR OSB Sd e 4" 0C. 5/8" a 32" O.C. Qa Il = 350 PLF leCDX Sd 6 3" OC. 54" e 16" OC. Qa II = 450 PLF OR OSB USE 3x STUDS AT ABUTTING PANEL EDGES 4 STAGGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION I I NOTES I) ALL WALLS DESIGNATED' D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" 0.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.9.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM AI53. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE. WASHERS TO BE 3" x 3" x I44" PER IBC SECTION 230832 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 BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" 0.C. STAGGERED. / 3 x 911 LVL 7 r — — -� D6C5GIRDER TO TOP PLATE—N C LSTA30 - IIDR 4 SILL TO 3x BLOCKING; mi'. 2 PLACES) LSTA30-IVR4SILL TO 3x EL00/2 . (TYP 2 PLACES) 4x10 - L 1 1I 741 /A\ UPPER FLOOR A : 1,558 SQ FT x 114 LVL -v...�..//.rte LSTA24 - BEAM TO TOP PLATE 3yz x iZ ULB / B',ic12GLB 0 MAIN FLOOR A : 1,244 SQ FT trt 51,4 x 1144 LVL A: 311 SQ FT B1� x I GLB 4x12 STEM WALL 2'-0" 8" 4 a CONTII4JOUS FTG. REINFORCEMENT 11.011 j, MINIMUti • 2 d MAX. I WALE: se STEPPED FOOTING DETAIL WCA1.E:' • 11.01 MSTC40 HOLDOUN. ALIGN WITH EMBEDDED SIND TYPE 1HOLDOUN BELOW. SIEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON CO4tMCN MEMBER OR BLOCKING SEATHNG 4 NAILN3 PER PLAN. MATCH WALL ABovE UNA. 16d s 161 O:C SOLE PLATE NAILING. 341 St LOOK (3) Sd JOIST -TO -TOP PLATE UNA. MAINTAIN MN. 14" END DISTANCE. 2 x 6 STUD ®I6" OC. USE DBL S1UD o ENDS OP SHEAR WALLS 4 HOLPOUNS. ,CISH GRADE 6'-0' MAX 10'-0" MAX. 2x NAILER AND PT SILL W/ Nef ANCHOR BOLT 4 3" x 3" x 14" WASHER AT 51-0" O.C. UN.O. (ALT. MASA + 48" 0.0) 5114D TYPE HOLDOUN PER PLAN. '4 EAR o 10" 0.C. - HORIZ. 2'-0" 614LH3AR • 16' oL. - VERT. FINISH GRADE 18" MN '4 BAR CONTINUOUS MN (TVP.) CRIPPLE WALL WITIH BACKFILL FOUNDATION sum 44' • 1'-0" U 0091 RECEIVED CITY OF TUKWILA APR 062011 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 6 2017 City of Tukwila BUILDING DIVISION COPYRIGHT 2016, SEGA ENGINEERS z 1U ISSUE FOR E'ER" IIT d A • 22939 SE 292nd Place (360) 886-1017 STizUCTUiRAL CsENERAL J053 11-fd16 J iz " RATED SHEATHING 8d 9 6" 0C. 2x VENTED BLOCKING. END NAIL TO TRUSS e EACH END w/ (2) 8d. SHEATHING AND NAILING PER PLAN OR SCHEDULE. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING 141 FRAMING ANCHOR EACH TRUSS. USE 1410-2 AT DSL TRUSS. TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d a 6" OC. STAGGERED 2x FRAMING PER PLAN. (BEAM AT SIM) TYPICAL ROOF FRAMING CONNECTION SCALE: I" • 11-0" 1/2" RATED SHEATHING 8d a 6" D.C. (4" 0C. e SIM)► GABLE END TRUSS. DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d a 6" O.C. STAGGERED. SHEATHING 4 NAILING PER PLAN OR SHEAR WALL SCHEDULE. A35e48"O.C. (USE 24" 0C. AT SIM.) 2x BRACE PER TRUSS SUPPLIER OR a 48" D.C. SECURE w/ A34 EACH END. 2x FRAMING PER PLAN. (HEADER • SIM) ROOF FRAMING 6 GABLE END SCALE: 1" • I'-0" EXTERIOR SHEATHING PER PLAN OR SCHEDULE 8d o 4" 0.C. - 2x BLOCKING w/ 16d a S" 0C. Ips" RATED SHEATHING RAFTER OR TRUSS PER PLAN w/ (2) 8d TO 2x BLOCKING NOTE: SEE ARCH FOR FLASHING REQUIREMENTS. 2x BLOCKING w/ (2) 8d TO STUD EACH END 2x STUD PER PLAN LOWER ROOF FRAMING 6 SHEAR WALL SCALE: 1" • 11-0" 1/2 l RATED SHEATHING w/ 8d a 4" 0.C. TO FRAMING TRUSS PER PLAN DBL 2x TOP PLATE. (BEAM AT SIM) AidOp NOTE: TRUSS TO DEVELOP CAPACITY OF CONNECTOR IHFRI JI•I1■■1111111101► 2x STUD (NOT a SIN) CONNECTOR STRAP PER PLAN. NOTE: INSTALL CONNECTOR PRIOR TO PLACING COMMON TRUSSES DRAG STRUT CONNECTION SCALE: 1" • 11-0" MSTC HOLDOU N STRAP PER PLAN SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING 2x FRAMING PER PLAN. (BEAM AT SIM.) SOLE PLATE NAILING. USE 16d a 16" 0C. MIN. SOLID RIM JOIST (3) 8d JOIST -TO -TOP PLATE UN.O. MAINTAIN NIN.11i2" END DISTANCE. ' SUBFLOOR JOIST PER PLAN 2x DBL TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d a 6" 0C. STAGGERED. TYPICAL FLOOR FRAMING CONNECTION SCALE: I" • 11-0" 2x JOIST PER PLAN SHEATHING 4 NAILING PER PLAN OR SCHEDULE. 2x FRAMING PER PLAN. (BEAM AT SIM) 8d a 4" 0C. 3/4" SUBFLOOR 2x BLOCKING w/ A35 FRAMING ANCHOR AT 6( 0C. TO TOP PLATE. FRAMING AT INTERIOR 51-LEAR WALL SCALE: 1" • 11-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE 'SIMPSON' HOLDOUi1 PER PLAN 1.1 Fr 16d a 4" 0.C. SOLE PLATE NAILING. 8d a 6" 0C. UNO " SUBFLOOR JOIST PER PLAN LUS210 HANGER BEAM PER PLAN SHEAR WALL FRAMING AT FLUSH BEAM 62.0 SCALE: 1" • II -0" 1/2" RATED SHEATHING 4 NAILING PER PLAN. 16d a 8" 0C. SOLE PLATE NAILING. SOLID RIM JOIST 3/4" SUBFLOOR JOIST PER PLAN BEAM PER PLAN. SHEAR WALL FRAMING AT BEAM 52.1► SCALE: I" • i'-0" 8d a 6" 0C. SUBFLOOR PER PLAN AC POST CAP 2x BLOCKING w/ (3) 8d TOE -NAIL TO 4x BEAM 4 (2) Sd TO JOISTS. JOIST PER PLAN 4x4 PT POST (4x6 AT SPLICE) ,4 \ NAB 1�1CFIOR (ALT. A34 ANCHOR TWO SIDES) FTG PER PLAN FINISH GRADE 12" MIN. 18" MN. FLOOR FRAMING AT CRAWL SPACE SCALE: 1" • 1'-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE TRUSS PER PLAN 16d a 5" D.C. SOLE PLATE NAILING. 8d a 6" 0.C. UNO 3/4" SUBFLOOR LUS HANGER BY TRUSS SUPPLIER JOIST PER PLAN - LUS 210 HANGER BEAM PER PLAN SHEAR WALL FRAMING AT BEAM SCALE: 1" • 11-011 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—\ 1/2" RATED SHEATHING 4 NAILING PER SCHEDULE. 3x BLOCKING (TYP) SHEAR WALL FORCE TRANSFER DETAIL SCALE: 1" • 1'-0" 0 0 CO 101 a a 00 0) C SHEATHING 4 NAILING PER PLAN OR SCHEDULE 2x PT SILL w/ ANCHOR BOLT 4 3" x 3" x 14 WASHER PER PLAN OR SCHEDULE. USE 5/8". e 60" 0.C. MIN. 6" MIN.. FINISH GRADE OR SLAB ON GRADE STHD HOLDOUN PER PLAN 1'-6" MIN 1:— ,t 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 4 "4 BAR - HORIZ *4 LBAR a 24" D.G. - VERTICAL A-5"-/ "4 BAR CONT. 1-4 / FOUNDATION AT SLAB ON GRADE SCALE: I" • 1'-0" 2x STUD PER PLAN. USE MINIMUM (2) 2x STUD a ENDS OF SHEA_% R WALLS 4 HOLDOWNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMON MEMBER 9 � OR BLOCKING. 6 MIN. (NOT a S.O.G.) FINISH GRADE 12" AX. (8.0.G. e SIM) 1'-6' MIN 2'-6"MAX. 811 16d a 16" O.C. SOLE PLATE NAILING. �3/4" SHEATHING ANCHOR BOLT w/ 3"13"x14" WASHER SEE SCHEDULEI�FOR SIZE 4 SPACINGJISE 54.4 AT 60" O.C. U.N.O. 2x PT SILL AR - HORIZ. STHD HOLDOWN PER PLAN. -'*4 L BAR a 24" 0.C. - VERT. 04 BAR CONTINUOUS FOUNDATION AT CRAWL SPACE SCALE: 10 • LSTA24 STRAP (FAR SIDE) 2x TOP PLATE HDR PER PLAN. EXTEND OVER PANEL TO KING STUD. 10'-0" MAXIMUM 1611 if—MINIMUM-7/ TOP OF STEM WALL ELEV. VARIES 5THDI4 HOLDOWN UNO. . . . . . a . NAIL SHEATHING TO HDR w/ 8d a 3" 0C. EACH WAY. FASTEN TOP PLATE TO HEADER /w1 (2) ROWS l6d AT 3" 0C. •. •. •. •. • ♦ •. :',/—(2) 2x STUDS (TYP) • 4x BLOCKING a MIDDLE 24" IF REQUIRED. . . . . . . .* ♦• ♦• •• .• .• • • . . 4 . . . . 1/2" RATED SHEATHING (24/0 EXP 1). i —NAIL w/ (2) ROWS Sd e 3" 0C. AT PANEL EDGES. . . . . . . . . . .. • . . .4- • . . . PORTAL FRAME SCALE: NONE VED (2) 2x PLATS OF TUKWILA SHT'G TO EA PLATE) APR 0 6 2017 PERMIT CENTER -2x PT SILL (2) 5/64 ANCHOR 50 1" EMBEDMENT 4 3" GALVANIZED E WAS FOUNDATION PER PL -MIN. 5" THICK STEM *4 BAR HORIZ. TOP 4 PANEL TR , EWEVEDD FOF go ICOMPLIAN E APRO JUN 062017 L w/ C�� of Tukwila STRUCTURAL "TSEA,, C.5 WASftte BUILDING DIVISIeN COPYRIGHT 2016, SEGA ENGINEERS JOB 11-016